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HomeMy WebLinkAbout4500 Robb StreetM LT to N d � COaree to Q d ON E War— 2nd floor Addition at 4500 Robb St. _ �°MOM 0 �} y UIYCrose %'4o M N L L w M C Do y C � `ncc 0 7 All work shall comply with the 2018 IRC, 2020 NEC and City of Wheat Ridge Municipal Codes. ter) UriC7 Approved construction plans, and documents shall be on-site for all inspections. Work shall not be covered or concealed without inspection. CODE INFORMATION Occupancy Group R-3 Construction Type: VS CODE REFERENCES IRC 2018 International Residential Code IECC 2018 International Energy Conservation Code (prescriptive method) IFC 2018 International Fire Code IFGC 2018 International Fuel Gas Cade IMC 2018 International Mechanical Code IPC 2018 International Plumbing Coda NEC M20 National Electrical Code GENERAL NOTES 1. THE WORD"CONTRACTOR" AS USED HEREIN SHALL MEAN THE GENERAL CONTRACTOR, SUBCONTRACTORS AND ALL PERSONS DIRECTLY OR INDIRECTLY EMPLOYED BY THEM. 2. CONTRACTOR SHALL COMPLY WITH ALL ORDINANCES,RULES, REGULATIONS AND LAWFUL ORDERS OF AN PUBLIC AGENCY PAVING JURISDICTION ON THIS PROJECT AND SHALL NOTIFY OWNER IMMEDIATELY UPON BECOMING AWARE THAT ANY SPEC OF THE PROJECT DESCRIBED HEREIN IS AT VARIANCE THEREWITH 3. CONTRACTOR SHALL PROVIDE CERTIFICATES OF INSURANCE ACCEPTABLE TO OWNER PRIOR TO COMMENCEMENT OF WORK. 4. BY SUBMITTAL OF BID CONTRACTOR WARRANTS TO OWNER THAT ALL MATERIALS AND EQUIPMENT TO BE FURNISHED ARE NEW UNLESS NOTED OTHERWISE AND ALL WORK WILL BE OF GOOD QUALITY AND FREE FROM FAULTS AND DEFECTS. 5. CONTRACTOR SHALL VISIT SITE AND VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTAL OF BID. 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS SHOWN HEREIN AND REPORT ALL DISCREPANCIES TO OWNER PRIOR TO SUBMITTAL OF BID. 7. ALL STANDARD NOTES CONTAINED HEREIN ARE TYPICAL UNLESS NOTED OTHERWISE 8. ALLTRADE NAMES AND BRAND NAMES CONTAINED HEREIN ESTABLISH QUALITY STANDARDS, SUBSTITUTIONS ARE PERMITTED WITH PRIOR APPROVAL OF THE OWNER, 9. WHERE CONSTRUCTION DETAILS FOR A PART OF THIS PROJECT ARE NOT SHOWN THE WORK SHALL BE THE SAME AS OTHER SIMILAR WORK FOR WHICH DETAILS ARE SHOWN. 10. THE GARAGE SHALL CONTAIN NO OPENINGS INTO ROOMS USED FOR SLEEPING PURPOSES 11. EACH TOILET SHALL BE LOCATED INA CLEAR SPACE NOT LESS THAN 30' WIDE AND SHALL PAVE A CLEAR SPACE IN FRONT OF NOT LESS THAN 21' PER IRC SECTION R-307 12. FIRE WARNING SYSTEM SHALL COMPLY WITH IRC SECTION R-313. 13. ALL REQUIRED EXISTS SHALL BE OPEN ABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 14. OPENINGS EXTENDING VERTICALLY THROUGH FLOORS SHALL BE ENCLOSED IN A ONE HOUR FIRE RESISTIVE SHAFT. 15. PROVIDE A MINIMUM 22'Xso- ATTIC ACCESS OPENING IN EACH ATTIC WHOSE MAXIMUM CLEAR HEIGHT EXCEEDS 30'. PROVIDE 30" MINIMUM HEADROOM ABOVE EACH SUCH OPENING PER IRC SECTION R-807 16. ALL WEATHER EXPOSED SURFACES SHALL BE COVERED WITH GRADE "B' WATERPROOF BUILDING PAPER OR TYPE 15 ASPHALT SATURATED ORGANIC FELT. 17. GAS VENTS AND NON COMBUSTIBLE PIPING MUST BE EFFECTIVELY DRAFT -STOPPED AT EACH FLOOR AND CEILING THROUGH WHICH IT PASSES. 18. GUARD RAILS WITHIN HOME SHALL BE AT LEAST a6' HIGH AND SHALL BE CONSTRUCTED SO THAT A 4" DIAMETER SPHERE CANNOT PASS THROUGH PER IRC SECTION R-3122 (42' HIGH AT EXTERIOR GUARDRAILS) 19. HOSE BIBS AND IRRIGATION SYSTEMS SHALL BE EQUIPPED WITH APPROVED BACK FLOW PREVENTION DEVICES. 20. EXHAUST PANS AND DRYER VENTS MUST BE DUCTED TO OUTSIDE AIR AND BE EQUIPPED WITH APPROVED BACK -DRAFT DAMPERS. 21. ALL INSULATION SHALL WAVE FLAME -SPREAD RATING NOT TO EXCEED 25 AND A SMOKE DENSITY NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E-84 22. HANDRAILS SHALL BE PLACED NOT LESS THAN 34' OR MORE THAN 38' PER, IRC SECTION R-311.5.6.1 23. ALL ESCAPE OR RESCUE WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPENABLE AREA OF 5.7 SQUARE FEET. THE MINIMUM NET CLEAR OPENABLE HEIGHT DIMENSION SHALL BE 241NCHES. THE MINIMUM NET CLEAR OPENABLE WIDTH DIMENSION SHALL BE 20 INCHES. WHEN WINDOWS ARE PROVIDED AS A MEANS OF ESCAPE OR RESCUE. 24, ALL. REFERENCES TO THE CODE SHALL BE TO THE 2018 EDITION OF INTERNATIONAL RESIDENTIAL CODE. 25. PROVIDE 2% SLOPE AWAY FORM THE BUILDING FORA MINIMUM OF FIVE- FEET MINIMUM NET CLEAR OPENABLE WIDTH DIMENSION SHALL BE 20 INCHES. WHEN WINDOWS ARE PROVIDED AS A MEANS OF ESCAPE OR RESCUE. 26. THERE SHALL BE NO ON-SITE WATER RETENTION. 27. GRADE DIFFERENTIALS GREATER THAT 12 INCHES SHALL BE SUPPORTED BY AN APPROVED RETAINING WALL. General Review Comments Fire Blocking and Draft Stopping shall be installed in concealed spaces per R302.11 & R302.12. Minimum Ceiling height shall be Tor accordance with section R305.1.1. Bathroom fixtures shall have proper clearances and spacing per code section R307 & P2705.1. Bathroom lighting shall comply with code section R303.3 and bathroom ventilation shall comply with code section R303.4. Safety Glazing: glazing adjacent to doors per R308.4.2, glazing in windows per R308.4.3, glazing at wet surfaces per R308.4.5 and glazing adjacent to the bottom of the stairs per R308.4.7. Smoke Alarms shall comply with R314. Carbon Monoxide Alarms shall comply with R315 Emergency escape and egress shall comply with R310 Domestic cooking exhaust equipment shall comply with code section Ml 503.1. Makeup air required M1503.6.1 exhaust systems capable of exhausting more than 400 cubic feet per minute shall be mechanically or passively provide with makeup air at a rate approximately equal to the exhaust air rate. Such makeup air systems shall be equipped with no fewer than one damper complying with section M1503.6.2 Decorative gas fireplace shall comply with code sections 2432.1 -2432.3 or 2434.1-2434.2 depending on the application. Please provide the inspector the installation instructions at time of inspection. Bathtub and shower spaces shall comply with R307.2 Showers shall comply with P2708 Shower control valves shall comply with P2708.4 Emergency Escape and Rescue Openings Shall Comply with R310 Combustion Air as required per Ml 701 and Chap 24 Plumbing systems shall comply with Section P2501 Stairs shall comply with code section R311.7, handrail shall comply with 311.7.8, guards shall comply with code section R312.1 and the stairs illumination shall comply with code section R303.8. Reviewed for Zoning Compliance by the It 4,r Cay of Wheat Ridge Planning Division APPROVED BY: II DATE, January, 2022 COMMENTS: Approved with the following conditions Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. Landscaping removed or damaged during construction must be replaced prior to final inspection. =wne�ai� 'RENEWED FOR CODE COMPLIANCE" Those di eare deal underne, of behornital he barrel directider, in the s effort waso-u¢ad rm tlhttnnab rude Reasonable be onstrued todRi a n�� for, or an apahoM of any or:Wce eves bad sties, ordwrca nas amlendment mob. Ran Reodewer alp 107,2 '"���I�10114 o ll Cover Project number Project Number Date 2/9/22 Drawn by Author Checked by Checker Scale F l e M LL LO to N d � (n U 00 _U Q B ON E L � r O +�+ BOO U C O n l6 W d) OO00 }E`` Y O V C to U N A2.0 A2.0 y U of N o a a Uj N M n ycoC 7 3 tLn U ce) (D 2 2 (3) 4 1 2 2 4 (7 `J A3.0 A3.0 I I I -�A - - - - - - - - A I I Bedroom 1 Bedroom 2 edroom 1 Bedroom 2 2� N tT.l a 4.0 83.0 a IA A 3.0 F—II I 2 ]PD A 1.1 4'-0' I T 2 A . WH _ I Q�Q N33,yj�y `�..g�.. l :z I I I I — Oy •.. NS ... �4, II II ---J Living Roo L 1 0 kitchen ® 1 No. Deacrlp0on 1 1 S 3.0 j 5 3.0 I y y 391-01 &21, Floor ExistinD n 01- First Floor a 4 A 2.0 A 2.0 Owner 4500 Robb St. Floor plans Project number Project Number Date 2/9/22 Drawn by Author Checked by Checker A 1.0 Scale 1/4" = 1'-0" M LL LO to N d � N � III III _ r W W •L Y OO Q d O N E L � r O +�+ BOO U nn nn nn n jj jj jj W n I I I I I 02-10 fling n W 0 -E C.0 a m U 04 QO co 0 of 64 O 2 2 4 y� r' N A3.0 \'T'J •C LLI A M C N l(� i7 (r, 13'-61/8' 14'-95/8" 0'-4' y A x - 104'1101/4" — — — — — — — — Window Slidin _ Landing 4._U'k6'_6. - 4'-U.X6._6' 4-0)6'_6- 104•_3' 10'-31/8" 11'-658" sa — _ 61.0 f v e'3 T 5 -� © f y n� 1 A 3.0 c a I 01- First Floor 2'-8X6'-8' 2•-6' T-21/8•• — — 100'_0.. 4.-1. ro 2'-2' T-0' 2'-01/8' 2 A2.0 4'-4 1/8'a o Sections at Stairs 3/ 5'-038' hower M Bad r04 In 9 eg c '-81/2" - �. w :F T � G T-23/8" o'er s 3.0 No. DeacrliNion 5'-101/2" r 4'-0' 4-0' WIMowSIi g -Double WMM-slIng-0 uble 6'-4" 5'-61/4" 24' - 3 3/4' 71 4 A 2.0 &91_Floor 1/ 0 Owner 4500 Robb St. 2nd Floor plan Project number Project Number Date 2/9/22 Drawn by Author Checked by Checker A 1.1 Scale As indicated Provide code compliant attic ventilation -1/150 sq. ft. or 1/300 sq. ft. based on vent placement 3 I I 03_Roof PL n 1n'-214" � E E 02 2 hll r 02- Cei7' -8" ~ I 10 01- First Floor � 100' O" u H _ 00-TOF Il n Secton i 2 U 1/4" = I3- Roof PL gN 17'-21/4" V - 2nd Floor 109' - 1 1/4" 02- Ceilin 107' - 8" _First Floor T00'-0" _ 00-TOF 96' - 0" _ 03- Roof PL n 11T-21/4" 02 -2nd Floor 109' - 1 1/4" L _ 02-Ceilin 107' - 8" 01- First Floor 100' _O" I 3 T ica Wall Section 3/4 = 1'-0" Owner 4500 Robb St. Section Project number Pm1ect Number Date 2/9/22 Drawn by Author Checked by Checker A 3.0 Smie As indicated M LT to LO N d � to 4 ii o CN t7 Lr N 0000 CD O U C C7 O lt5 W N o0 } � (� Y U C:> N y UofN o L L wM M N C 00 N C `LoU ei _ I ,,3^^ V _ 03- Roof PL n 11T-21/4" 02 -2nd Floor 109' - 1 1/4" L _ 02-Ceilin 107' - 8" 01- First Floor 100' _O" I 3 T ica Wall Section 3/4 = 1'-0" Owner 4500 Robb St. Section Project number Pm1ect Number Date 2/9/22 Drawn by Author Checked by Checker A 3.0 Smie As indicated Per 2018 International Energy Conversation Code 1 I drywall air sealed at Insulation M M m L0 y N Insulation Requirements (IECC Sec R402) Unless otherwise noted, meeting the following minimum requirements: 1. R-20 or R13+5 2. R-09 (ceiling wi6i attic space, allowed to be R-36 g 100%of uncompressed insulation 2. extends over wall top nail) 3. Ill Raftered ceilings, limited to 500 SF or 20% of total area, whlohever is less 4. R-30 Floor joists above unheated areasrcanfilivers or fill cavity (R-19 min) 5. R-10 depth of M- slab 6.R-15119(cont/stud) crawl space walls 7. R-15119 (Conl.lstill basement walls B. Install installation in continuous blanket without holes for electrical boxes, ht fixtures or Fenestration (IECC Sec. R402.1.4 8 R402.3) 0.30 - Fenestration U factor 0.55 -Skylight U -factor Ducts (IECC Sec. 403.31 Supply and return ducts shall be insulated to a min. of R-8, which are 3' w greater in diameter and R-6 where less than 3' in tliameter. supply and return duds in other areas shall be insulated to a min, of R-6, which are 3" or greater in diameter and R-4.2 where less than 3" in diameter ducts of portions of that are completely located inside the building thermal envelope ATTIC insulation with equivalent R -value surroundings insulation battle ceilingflaming ceili insula ... ...'.'.'.' __'.'.'...'.'. Attic access panel threshed can weatherstrip all arountl all joints, seams, and penetrations (typ) vapor bell typ well insulation installed 2x4 for support behind int. air are an Tub sill plate sealed 3/40 sheathing to subfloor blk'g cant. Solid air barrier material sealed at softflamirg 1l2' drywall air sealed at all joints, seams, and penetrations (typ) top plate N LM )d DD l- Q d O 64 E L W r O N 0 M U 41� C_DO C:j M l6 D_ 0 W U 00 E N U co o O �.i N O V_% tJ.l A cMr) N co to M C Lf1 O C) �..� M V are exempt hom insulafion requirements. Air handlers and fitter boxes must also be sealed. wall insulation installed behind int. air retarder Dud Testing dud shall be pressure tested to ddemiine air leakage by ane of the following rough -in lest or post -construction. total leakage within pressure differential of 1 inch schools the system, TJI per plan including mfg air handier enclosure, all registers shall be sealed during testing. vapor bonier windows, skylights and sliding glass dWrs shall have an air infiltration rate of no more than 0.3 per square foot, and swinging doors rice more than 0.5 CFM per square foot, when tested according to NFRC 400 or AAMANVDMNCSA 101ALS.2rA440 by an accredited, independent labratory, and labeled by the all per 402.4.3 cant insulation installetl behind Int. air retarder. maintain contact wl surface Mandatory air sealing (IECC sec. 402.4) The building envelope shall be sealed to limit air infiltration. the following locations shall be caulked, gasketed, weatherstdpped or otherwise sealed with air border material to limit air infiltration per 20151ECC, Sec 402.4.1 1. Air banker and thermal barrier 2. WaCeills 3. Walls n Attic Access Detail VJ 1" = 1'-0" n wall Section -Tub /Shower pan Ll 1" = 1'-0" ll Sofit detail U 1 1/2" = 1'-0" 4. Windows, skylight and owes 5. Rim joists 6. Floors 7. Crawl space walls 8. Shafts, penetrations 9. Narrow cavities Insulation per schedule 10. Garage separation 11. recessed lightings 12. Plumbing and Wiring 13. ShowerlTub on exterior wall 14. ElectrlcaVphone box on exterior walls type'ic" rated fixture testedair mo and movementpar for 2.0 CFM air movement per ASTM E 283 Thermo- or similar at PN inside dexterior wall at inside of chase 15. HVAC register boots that personal building thermal envelope 16. Rai bar 402.4.1 2 2x sill plate ThewTestae e dwelling unit shall be tested and verified as having an air leakage ale of not exceedingblower 3 air changes per hour in climate zones 8. testing shall be conducted with a blower X4' sheathing 50 Pasch door at a pressure d a inches ed t ird pascals) where required by the code the les testing shall be conducted bond approved third party. vi written report of the results of the test shall be sheathing n the code official.Testing shall be senor by the party conductingthe test and penetrations performed at any time after creation of all penetrations of the buildings thermal envelope. Rim insulation R - 0 value per ext. wall cavity req'd wall insulation installed behind int. air retarder Rim ldat _ spay In bead of foam adhesive insulation, typ@ edge dam joist Gasket between fixture and gypsum beard or sealant around opening 12"drywall air sealed at all joints, seams, antl penehabons (hip) wall insulation installed behind int. air retarder House wrap a33N� �Q rf �Q ywy 5 goy a,NS - cx� dp�o..••.•.V Thermal Envelope 2x4 cont for drywall installation - No. Description 1 City Comments 21922 r of Rim Joist Detail n Recessed Can Detail n Chase Detail -01 y at allints,sdrywallairsealed all joints. seams, and penetrations (typ) vapor bamec typ 1 Exterior wall insulation installed Exterior wall insulation per window unit aover window nn schedule window tpe behind int. air retarder I I sheathing blk'g cont. I_77iI Owner t I. Backed rod or insulation other air barrier jgtedor 4500 Robb St. cant insulation installed behind intair retarder maintain contact wl surface TJI Per plan IECC Complience Project number Project Number Date 2/9/22 Dawn by Author Checked by Checker A 4.0 n Section 5 IECC LJ 1/4" = 1'-0" n Window Detail Ll 1 1/2" = 1'-0" n wall section-Cantiliver L/ 1" = 1'-0" spate As indicated CODE INFORMATION 3- 8d common Building Code: IRC 2018 Occupancy Group R-3 Construction TYPE: VB General 1. Design Criteria a. Code: 2018 IRC b. Ground Snow Load 30 that c. Floor Live Leads 40 flat d. Seismic Classification '13' f. 3 Second Gust Wind Velocity mph, 115 sure C p . Ex Po 1. Work shall be Performed in accordance with regulations of all agencies havingjurisdiction including, but not limited to: Federal State Court antl 1 9. ry. OSHA standards. 2. Dimensional information rshalrecallprovided is for reference and check purposes only. The the Arctoectura,andvrif all dimensions aeon Anydiscrepancies and 9 with the Architectural, and verify oro s all bconditions. mcommunicated to the encountered at that may affect the word shall with communicated to the affix ser at the eatliesl prior to proceetling with any word that maybe she Con 3. The Contractor is responsible for all bracing ands and pr to verticaty, temporaryGsoil retention loads, shoring and protection of adjacent property, temporary ely and appdipn, and means that may be required to carry shall the t ork encompass td se considerations, Field observations by the Engineer shall notencompass these cMee 4. Shop drawings shall be reviewed ana by the General Contractor prior n0 submittal to the Engineer and any be clearly 3de requested All w two week GOrrl the ceundti time mus[ bevie of Allow two weeks turnaround discrepancies time bf the Engineers review of shop drawings. 5. Where tliscrepancies ma be meet shalgo encountered in to s otid constructed documents, the more stringent requirement shall govern unless otherwise dariflnd by the Engineer. 6. The Contractor shall ject specifications, cooMicludinall solscompacti pesWgas required by the project specifications Including soli compaction, concrete compressive strength, structural steel bolting and welding, and masonry compressive strength. eptanc ]. Engineers acceptance must be secured in advance for all structural substitutions. 8. These documents are intended to complement the Architectural documents and shall not be used independently ently thereof. TIMBER PRODUCTS 1. All studs shall be OF or HF Stud Grade and plates shall be OF or HF No. 2. Exterior studs shall be 2x6 @ 16 maximum spacing. Interior stutls shall be 2x4 @ 16 maximum spacing. 2. Glue Laminated members shall m made of Douglas Fir -larch with 12% MC and shall conform to 24FV8 or, withdor approval neer, 24FV4. P PP from to En 91 Tops shall V dear) labeled. on Y 3. Lamapprove Veneerhen ber mulshelb62800 Fblledot, grace BoiseCascadenailing and approved equal. When multiple LVL's are 16d sinkers out, use typical nailing antl hokng as LVUs 12use2rowsof16tlsinkers 112"0. C.;32 ro use 3 rows of tag sinkers @ 12' 0. C.; 4 LVL's use 1l2' Do through bolts 2 rows @ 2lywood staggered. 4. Plywood and Oriented s and Board. / I O df shall be 23/32" 48/24 mind T8G gluYwo 9 other atpintsandjoistsandnailed w/f 11 (x 21/4)o 19/ unless noted otherwise URN. rat Rod w/1ln shall be at 6-1 or 19132" matchipprow ( 1 9 ( 9 yframing, or blocking nailed shall xeori at with all edges su rte, thickness) ( ) 9 PPo U.N.O. Co clips or blocking antl shall be ii ting shallperpendicular1532"structural rafters U.N.O. Conventional shear well (SW) cheating shall be 1 4 12 s nth all p use panels. Conventional shear walls shall be nailetl w/ 1 Otl @ 4-12 with all panel etl9 es meand nailed U.N.O. exterion 5. All r war wall and interior bearing wall door and window benders shall be OF or HF No. 2 grade unless rated otherwise. Exterior headers shall IRS ersx10 and interior headers shall be 2-2x10 U.N.O. E All Efficient Builexterior wall headers shall befisting'Efficient Headers" in compliance wind Me EMcaro Building Program colistin of 9 her LVL interior antl exterior lams around a rigid -insulation erre 9 unless noted otherwise. Interior hearing wall hall ers headers small be 2x' LVL 9 unless noted otherwise. Interior non-beadce wall heatlers shall 2x4 flat. S Rafters limbers shall be DF No. 1 or better and appropriately treated. OFor ]. Rafters and all built-up floor/rod sawn lumber members shall be OF or HE No. 2. S. Joists shall beatland nailed orhangers. 9. Studs may break akat lateralsupportssuch to ceiling lids. Otherwise studs shall becontinuous lokin plate touppermost lopplates. 10. Proving solwall bolttom plate firm, and l w r wall t p ur plat who these upper load bearing wall bottom plate antl lower wall top plate when these run alsoperpendicularb b floor joists to prevent crashing of joists where land bearing wall also occurs below. 11. land be ringdouble pajoist or perpendicular blocking joists. 24" o.c. minimum below non - load bearing partitions running parallel to floormor load. 12. Provide blocking between joists over all interior load bearing walls and at Joist mid span where spans exceed 14 feat. 13. Provideblocking within floor and roof systems in con formancewind IBC requirerements e antl crush blocking below posts within floor systems w at floor sages for continuousbelea bearing to foundations thread i for or support theararils and clearance below. 14. Lag bolts shall ea lead drilled for threads for NDS standards and clearance Milked for unthreaded ed shank Portion. 15. and are adequate venting at crawl spaces, attics, and within rafters (Re: IRC and ss not cturel details) 16. Unlessratedtening um willing shall I>B in accordance with IBCTable 2teel c1-Fandssh Schedule 17. Steel.Unl commands no shall b e, hungers to Simpson Company be approved equal. Unless rated otherwise, I nU se, hangers to pin rafters, joists or beams at flush conditions shall be U or HU designation of the full dimension of the framing member. 18. Isolatedaps unless mtailed Cher shall bemade With Simpson CCQ or CC column caps unless detailed otherwise. Beams bearing on stud Packs w posts wolated post may bear disc on wall apes. holding Y directly WP PI 19. Isolated post base connections shall be madefla Simpson ABW cedes post bases unless detailed otherwise. Posts or stud packs within wall Naming may bear directly on the wall bottom plate. 9. DIMENSION VERIFICATIONS: Verify all dimensions with architectural drawings. Any discrepancies shall be directed to architect. Dimensions shown on architectural drawings supersede structural drawings dimensions. Connector to verify all dimensions detailed as such on drawings, prior to fabrication of structural STATEMENT OF SPECIAL INSPECTION 1. Continuous special inspection hs required for all anchors installed in Me existing unreinforced masonry walls in adhesive or grout. See manufacturer's specification for special inspection requirements for adhesive anchors. For grouted holes, inspector shall verity the depth, diameter and placement of grout. The special inspector shall be a representative of the engineer of record. Contact the engineer a minimum of 48 hours in advance. Plan and schedule all work efficiently for efficiency in use of owners resources and engineers time 2. Periodic special inspection is required for reinforcing steel and placement of corarete walls. Inspection is o. k. prior to pour and shall be per IBC 1913.6-1913.8 3. Contractor to submit concrete mix designs per ACi chapter 4 and 5.2-5.4. At the time of fresh concrete, samples shall be tested for slump and air content. Concrete strength test is the average of Two breaks at 28 days one additional for break at ]tlays. d. Continuous special Inspection is required for field welding including compete and partial joint penetration groove welds and single pass fillet welds (IBO 1704.3 and AWS Of .1) Special inspection is net required for work performed in an approved fabrication shop. The special inspector shall be a representative M the engineer of record. Contact Me engineer a minimum M 48 hours in advance. Plan and schetlule all work efficiently for efficiency in use of owners resources and engineers time. 5. Periodic special Inspection is recall for steel frame joint details such as bolting, bracing and stiffening and member locations. The special inspector shall be a representative of Me engineer of record. Contact Me engineer a minimum of 48 hours In advances. Plan and schedule all walk efficiently for efficiency in use of owners resources and engineer's time. 6. Special Inspector to verHy steel manufacturer's certMcates of compliance prior to start of work and attach copies to Special Inspecmon Report. ]. Material verification is required for weld filler materials per NBC 36o(section A3.5) and applicable AWS AS documents. FOUNDATIONS S CONCRETE 1. Foundations have been designed for maximum soils pressure of 1500 pat 2. All pile driving operations shall be earned out under the obcervation of a representative of rhe Geotechnical Engineer. 3. Concrete compressive strength for (F'c) for all applications shall be 4,000 psi at 28 days. Refer to Special Inspection Schedule for scope of spacial inspections. Aggregate shall conform W the requirements of ASTM C-33. Maximum fly ash content in cementitious material shall the 20%. Maximum slump at the truck discharge Pont shall be 6" for all applications except up W T' for placing in piles. Air content shall be in accordance wit local industry standard practice. 4. Adhesive anchors shall be Hilti HY150, Simpson Set, or equivalent with prior approval of the Engineer. These shall be of the depth Indicated and shall he Installed In accordance with the manufacturer specifications. Special Inspection shall be provided where specifically rated on Me drawings. 5. Reinforcing steel shall be high strength deformed bars in compliance with ASTM A-615. Yield y) strength F shall be 60 in. Waded wire reinforcement 9 ( shall dconform s b ASTM tied to and shall be tapped a minimum of one full mesh at Submit and cities and tied together. 6. Submit fabrication drawings for footing and wall reinforcement prior to M habnica6of Steel shall be detailed and g a nu in accordance with the latest ndiless noted otherwise, and the ACI Detailing Manual. ]. Unless noletl 3" and rdistance istear a ceto linforc mement for placement against earth shall be 3"antl bars til and reinforcement or placement against tonics shall in 2" for bars 98 antl greater and less for bars d and smarten. 8. on Pres In reinforcement n the not be made unless otherwise detailed M1ereis or previously approved on the fabrication drawings. Unless noted otherwise w Continuous r lap length M reinforcement steel shall be 32 tib (bar mid spun Continuous reinforcement f beams and walls shall be spliced at mid span for top bars and over supports for bottom bars. 9. Provide ll minimum ofbrs aat all jambpe s, heads, and sills of awnings as well rn all top and bottomom o of walls, topwall steps, top of erecta beam stems. bolom of wall steps and bottom of gradede tep beam ss. 10. Wall concrete must li allowed to cure fora minimum of ] days prior b backfill unless high early rtions of a other measures, such as oveal backfill to n facilitate other portions of the work, are specifically approved by the Engineer in ativance. 11. Expansion control joints shall be spaced ala maximum of 25' re walls and slabs. Cs pro- ns or pro -approved bythconstruction joints shall be as tletailetl y era or otherwise pre -approved by the Engineer. Slabs on grademayho pournd dp. continuously and saw cu[ within 12 hours at minimum 15' intervals 1/8" x 1" deep. 12, All tooled osed round unlrete ess note otherwise. ther Ise. minimum of 3/4'chamber or 1/2" tooled roue A unless Aral d M wings fol. 13. Reference Architectural drawings for non-structural concrete. Notching and Boring - IBL Section 2308 A IRC R502.8-R602.T.2 Joists. Studs. Rafters. and Beams Notchingshould be avoided when possible, and holes bored in beams add joist create the same problems as notches. When necessary, the holes should be located in areas witthe k. Limitations sonthealiow generally along the neutral axis of the joist Limitations on the allowable cutting and notching of wmtl floor for sts are meant be retain structural or functional iritegriry. IBC 2308.8.2 Framing details. Joists shall be supported Imially at the ends and at each support by solid blocking except where the ends of Me joists are marled to a header, bend or dm joist or to an adjoining stud or by other means. Solid docking shall not be less Man 2 Inches (51 mm) in thickness and Me full depth of Me joist Notches on Me ends of joists shall not exceed arra-founts the joist depth. Holes bora, in joists shall not be within 2 inches (51 mm) of the top or bottom of the joist, and Me diameter of any such hole shall not exceed one -Mind Me depth of the joist. Notches in the top or bottom of joists shall not exceed one-sixth Me depth and shall not be located in the middle third of Me span. R502.8 Drilling and notching. Structural floor mem here shall not W out, bored or notched in excess of the limitations specified in this section. See Figure R502.8. R5028.1 Sawn lumber. Notches In solid lumber joists, rafters and beams shall not exceed one-sixth of the depth of Me member, shall rat be longer than one-third of the depth of Me member and shall not be located in the middle one-third of the span. Notches at the ends of the member shall not exceed one -fount the depth of Me member. The tension side of members 4 inches (102 mm) or greater in nominal thickness shall not be notched except at the ends of the members. The diameter of holes boretl or cut into members shall nal exceed one et M the de tit of the member, Holes shall not be closer than 2 inches 51 P ( In ni be the to or the member, other bola erthalocated 'nthe member. P Y Where h. member's also notched,eta hole shall not be closer than 2'ncM1es (51 mm) to the notc2.81 Rminat2 Engineered wood products. Cuts, notches and holes bored r trusses. laminated veneer lumber, glue- laminated members id I -joists are not n of unless the effects of such penategons are specifically considered in the design of the member. R6OZ6 Drilling and notching -studs. Any stud in an exterior wall or bearing paddled may be cut or notched to a depth not exceeding 25 gement of its width. Studs in nonbearing partitiore may be notched W a depth not to exceed 40 percent of a single stud width. Any stud may be boretl or drilled, providetl tat the diameter Mthe resulting hole is no greater than 40 percent of Me stud width, the edge of the hole is no closer than 5/8 inch (15.9 mm) to Me edge of the stud, and the hole is not located in the same section as a cut or notch. See Figures Rufffi 1) and R602.6(2). Exceptions: 1. A stud may be bored to a diameter rut exceeding 60 percent of its width, provided Mat such studs located in exterior walls or bearing panttions are doubled and that not more than Two successive studs are bored. 2. Approved stud shoes may be used when installed in accordance with Me manufacturers mcommentlation. R602.6.1 Drilling and notching of top plate. When piping or ductwork is placed in or rtl in an exterior wall or iniad- or load -bead wall necessitating during, drilling or Pa Y g 9 g notching of then to s more than m (161 of its 1/2 i agalvanized!(38metal tie lof W pts Y p not less than 0054 inches thick d to each (idea) and 11/2 inches (38mm) title shall be 16d n etl to each plate across and to each sitle M the opening with not less than eight Exception: nails at each side ore equivalent. See Figure R e not 1. q 9 Exception: When eta entire side of eta wall with eta match or out is covered by wood structural panel sheathing R8027 Cueing and matching. Structural roof membem shall not be cut, bored or notched in excess of the limitations specified in this section. R802d.o Sawn lumber. Notches a me bmb hall hot rafters and beams shall not exceed one-sixth mof ember depth of eta member, shall rat dl longer than one-third of Me depth of me member antl shall note located in the middle one -find of the span. Notches r the ends M the member shall net exceed one -fount the depth of the member. The tension side of members 4 inches 102 mm or reamer in nominal thickness shall not be notched except ( ) 9 at the ends of Me members. The diameterof beMe holes bored or cut Into members shall not m) to one-third or the depth m the member. Holes shall ho be closer Man 2 Inches (51 Where the the toporbottom gn remembeq orbany other ser located in (5member. Wham the member is also notchetl, the hoe shall not be closer than inches (51 mm) to theExi notch. dimension: Notches res on cantilevered poems r i rafters are an 4-i d provided the dimension ofMeo remaining portion of eta rafter is not less than 4-inci3 nominal 102 mm) and to length of the cantilever Cuts, not exceed h inches (610 mm). s, spm .2 Engineered wood products. Cuts, notches and holes boretl in trusses, simcturel composite lumber, structnipers r I glue -laminated members recommendations 41acts are Prohibited except where permieetl by the manufwhere the eNsof ionor where r by of redM1 alterations are specifically considered in eta desert of the member by a registered tlesign professional. 1. Joist W sill or girder 3- 8d common toenail 2. Bridging to joist 2-8d common toenail each end 3. Sole plate to joist or blocking 16d at 16' o.c toenail each and 4. top plate to mid 2-16d commm end nails 5. Stud IS sole plate 3-16d common end nail 6. Double studs 16tl @ 24' o.c face nails ]. Double top plates B. Rim joist b top plate 16tl at 16" o.c ed at 6' oz typtical face nail toenail 9. Continuous hander, two pieces 16tl common 16" led along edge 10. Built-up comer studs I led common 24" led ARCHITECTURAL ABBREVIATIONS SYMBOLS LEGEND AC, AIRCONDITIONING ACOUS ACOUSTICAL T AMERICANS WITH ACT ACCOUSTICA. CEILINGTILE AD AREA DRAIN ADA AMERICANS WITH DISABILITIES ACT AM ADJACENT AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT ALT ALTERNATE ALUM ALUMINUM ALUM ALUMINUM ANOD ANODIZED AP ACCESS PANEL APP APPROXIMATE ARCH ARCHITECTURAL ASI ARCHITECTS SUPPLEMENTAL INSTRUCTIONS ASPH ASPHALT AUTO AUTOMATIC AWI AMERICAN WOODWORKING INSTITUTE B.O. BOTTOM OF BIT BITUMINOUS BLDG BUILDING BLKG BLOCKING BM BEAM BRG BEARING BSMT BASEMENT BTWN BETWEEN CAB CABINET CAN CABLE TELEVISION CB CEMENTBOARD CBB CEMENTIOUS BACKER BOARD CCD CONSTRUCTION CHANGE DIRECTIVE CCN CLOSED CIRCUIT TELEVISION CHNL CHANNEL CUP CAST IN PLACE CJ CONTROL JOINT CL CENTERLINE CLG CEILING CLR CLEAR CMU CONCRETE MASONRYUNIT CO CHANGE ORDER COL COLUMN CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CORK CORRIDOR CPT CERAMIC TILE CSI CONSTRUCTION SPECIFICATION INSTITUTE CT CARPET D DRYER DBL DOUBLE DEMO DEMOLITION DEPT DEPARTMENT OF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION ON DOWN DS DOWNSPOUT DTL DETAIL ON DISHWASHER DWG DRAWING (E) EXISTING E.I.F.S. EXTERIOR INSULATION AND FINISH SYSTEM EA EACH EF EXHAUST FAN EJ EXPANSION JOINT ELEC ELECTRIC(AL) ELEV ELEVATION ENCL ENCLOSURE ENGR ENGINEERED EQ EQUAL EQUIP EQUIPMENT EQUIV EQUIVALENT EWC ELECTRIC WATER COOLER EXH EXHAUST EXP EXPOSED EXT EXTERIOR F.O.S. FACE OF STUD FACP FIRE ALARM CONTROL PANEL FBO FURNISHED BY OWNER FCU FAN COIL UNIT FD FLOOR DRAW FOR FOUNDATION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISH FLOOR FFBE FURNITURE, FIXTURES AND EQUIPMENT FG FINISHED GRADE FH FIRE HYDRANT FHC FIRE HOSE CABINET FIM FIXTURE FLD FIELD FUR FLOOR FO FACE OF FR FIRE RESISTIVE A.C. AIRCONDITIONING ACOUS ACOUSTICAL T AMERICANS WITH ACT ACCOUSTICA. B.O. BOTTOM OF BIT BITUMINOUS BUGG BUILDING BLKG BLOCKING BM BEAM ERG BEARING BSMT BASEMENT BTWN BETWEEN CAB CABINET CATV CABLE TELEVISION CB CEMENTBOARD CBB CEMENTIOUS BACKER BOARD CCD CONSTRUCTION CHANGE DIRECTIVE CCN CLOSED CIRCUIT TELEVISION CHNL CHANNEL DIP CAST IN PLACE CJ CONTROL JOINT CL CENTERLINE CLG CEILING CUR CLEAR CMU CONCRETE MASONRY UNIT CO CHANGE ORDER COL COLUMN CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CORR CORRIDOR CPT CERAMIC TILE CSI CONSTRUCTION SPECIFICATION INSTITUTE CT CARPET D DRYER DBL DOUBLE DEMO DEMOLITION DEPT DEPARTMENT OF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION ON DOWN DS DOWNSPOUT DTL DETAIL DW DISHWASHER DWG DRAWING E EXISTING E.I.F.S. EXTERIOR INSULATION AND FINISH SYSTEM EA EACH EF EXHAUST FAN EJ EXPANSION JOINT ELEC ELECTRIC(AL) ELEV ELEVATION ENCL ENCLOSURE ENGR ENGINEERED EQ EQUAL EQUIP EQUIPMENT EQUIV EQUIVALENT EWC ELECTRIC WATER COOLER EXH EXHAUST EXP EXPOSED EXT EXTERIOR F.O.S. FACE OF STUD FACP FIRE ALARM CONTROL PANEL FBO FURNISHED BY OWNER FCU FAN COIL UNIT FD FLOOR DRAW FOR FOUNDATION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISH FLOOR FFBE FURNITURE, FIXTURES AND EQUIPMENT FG FINISHED GRADE FH FIRE HYDRANT FHC FIRE HOSE CABINET FIXT FIXTURE FLD FIELD FLR FLOOR FO FACE OF FR FIRE RESISTIVE A.C. CEILINGTILE AD AREA DRAIN ADA AMERICANS WITH Checker DISABILITIES ACT AM ADJACENT AFF ABOVE FINISHED ACT FLOOR AHU AIR HANDLING UNIT ALT ALTERNATE ALUM ALUMINUM ALUM ALUMINUM ANDD ANODIZED AP ACCESS PANEL APP APPROXIMATE ARCH ARCHITECTURAL ASI ARCHITECTS AM SUPPLEMENTAL 7 INSTRUCTIONS ASPH ASPHALT AUTO AUTOMATIC AWI AMERICAN WOODWORKING AHU INSTITUTE B.O. BOTTOM OF BIT BITUMINOUS BUGG BUILDING BLKG BLOCKING BM BEAM ERG BEARING BSMT BASEMENT BTWN BETWEEN CAB CABINET CATV CABLE TELEVISION CB CEMENTBOARD CBB CEMENTIOUS BACKER BOARD CCD CONSTRUCTION CHANGE DIRECTIVE CCN CLOSED CIRCUIT TELEVISION CHNL CHANNEL DIP CAST IN PLACE CJ CONTROL JOINT CL CENTERLINE CLG CEILING CUR CLEAR CMU CONCRETE MASONRY UNIT CO CHANGE ORDER COL COLUMN CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CORR CORRIDOR CPT CERAMIC TILE CSI CONSTRUCTION SPECIFICATION INSTITUTE CT CARPET D DRYER DBL DOUBLE DEMO DEMOLITION DEPT DEPARTMENT OF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION ON DOWN DS DOWNSPOUT DTL DETAIL DW DISHWASHER DWG DRAWING E EXISTING E.I.F.S. EXTERIOR INSULATION AND FINISH SYSTEM EA EACH EF EXHAUST FAN EJ EXPANSION JOINT ELEC ELECTRIC(AL) ELEV ELEVATION ENCL ENCLOSURE ENGR ENGINEERED EQ EQUAL EQUIP EQUIPMENT EQUIV EQUIVALENT EWC ELECTRIC WATER COOLER EXH EXHAUST EXP EXPOSED EXT EXTERIOR F.O.S. FACE OF STUD FACP FIRE ALARM CONTROL PANEL FBO FURNISHED BY OWNER FCU FAN COIL UNIT FD FLOOR DRAW FOR FOUNDATION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISH FLOOR FFBE FURNITURE, FIXTURES AND EQUIPMENT FG FINISHED GRADE FH FIRE HYDRANT FHC FIRE HOSE CABINET FIXT FIXTURE FLD FIELD FLR FLOOR FO FACE OF FR FIRE RESISTIVE A.C. AIRCONDITIONINGI 2/9/22 ELEVATION DATUM ACOUS ACOUSTICAL Checker T ACT ACCOUSTICAL pf-IOC CoqST CEILINGTILE�� Lr) SPOT ELEVATION AD AREA DRAIN N TAG ADA AMERICANS WITH DISABILITIES ACT T ROOM DESIGNATION AM ADJACENT 7 AFF ABOVE FINISHED o FLOOR U AHU AIR HANDLING UNIT _ WALL TYPE TAG ALT ALTERNATE M ALUM ALUMINUM ALUM ALUMINUM O DOOR TAG ANDD ANODIZED N V AP ACCESS PANEL APP APPROXIMATE OA WINDOW TAG ARCH ARCHITECTURAL M N ASI ARCHITECTS Cie) C to SUPPLEMENTAL VCT FLOOR MATERIAL toUMC9 INSTRUCTIONS TRANSITION TAG ASPH ASPHALT AUTO AUTOMATIC AWI AMERICAN WOODWORKING REVISION TAG INSTITUTE 7 B.O. BOTTOM OF BIT BITUMINOUS'�-�� LEVEL CHANGE BLDG BUILDING TAG BLKG BLOCKING BM BEAM BEG BEARING t.ta KEYNOTE TAG BSMT BASEMENT BTWN BETWEEN f�,� LOCATaxm CAB CABINET W2 Eoanwx BUILDING SECTION CATV CABLE TELEVISION A2110 REFERENCE CB CEMENTBOARD 7 WHEEERE CBB CEMENTIOUS I` DRAWN BACKER BOARD CCD CONSTRUCTION ocATaxm CHANGE DIRECTIVE SHE J4 DRAWN WALL SECTION CCTV CLOSED CIRCUIT zoo REFERENCE TELEVISION SHEET CHNL CHANNEL WHERE DRAWNDIP CAST IN PLACE CJ CONTROL JOINT LODMOMON CL CENTERLINE J4 wHE�DeAwx CLG CEILING 00 DETAIL SECTION CUR CLEAR a�T REFERENCE CMU CONCRETE wuwry MASONRYUNIT CO CHANGE ORDER COL COLUMN LOOATIoxox ELEVATION CONS CONCRETE sNesr A200 wNEra DRnwx REFERENCE CONST CONSTRUCTION CONT CONTINUOUS CORR CORRIDOR X LOCATION OR CPT CERAMIC ALE SHEET mE DRNWN INTERIOR CSI CONSTRUCTION x x /y ELEVATION SPECIFICATION L INSTITUTE LounmOu X REFERENCE CT CARPET wxsaEwuwx aR�D NUMBER DBL DOUBLE ELEVATION DEMO DEMOLITION A REFERENCE DEPT DEPARTMENT OF DRINKING FOUNTAIN LOCATi DIA DIAMETERSHEET Ja WHERE DRAWN DIM DIMENSION 200 ON DOWN WEET Ds DOWNSPOUT DRAWN ENLARGED FLOOR DTL DETAIL PLAN REFERENCE / DW DISHWASHER J DETAIL CALLOUT DWG DRAWING (E) EXISTING METAL LOCA TON NNME.I.F.S. EXTERIOR ME INSULATION AND PLAN FINISH SYSTEM J4o DRAWING EA EF EACH EXHAUST FAN Azg 11/2 -1-0 � \ '� DRAWINE weE TITLE EJ EXPANSION JOINT N saEETwHERE ELEC ELECTRIC(AL) REmreuwD ELEV ELEVATION NORTH ENCL ENCLOSURE DIRECTION ENGR ENGINEERED MARK EQ EQUAL EQUIP EQUIPMENT EQUIV EQUIVALENT EWC ELECTRIC WATER HANDICAPPED COOLER SYMBOL EXH EXHAUST EXP EXPOSED EXT EXTERIOR F.O.S. FACE OF STUD CL CENTERLINE FACP FIRE ALARM ANGLE CONTROL PANEL FSO FURNISHED BY C CHANNEL OWNER 0 o" DIAMETER FCU FAN COIL UNIT FD FLOOR DRAIN IL PLATE FDN FOUNDATION @ AT FE FIRE EXTINGUISHER X BY FEC FIRE EXTINGUISHER & AND CABINET IF FINISH FLOOR # POUND OR NUMBER FFBE FURNITURE, +l- PLUS OR MINUS FIXTURES AND FEET EQUIPMENT INCHES FG FINISHED GRADE () QUANTITY FH FIRE HYDRANT FHC FIRE HOSE CABINET REFER TO CONSTRUCTION SPECIFICATION FIXT FIXTURE INSTITUTE, UNIFORM DRAWING SYSTEM AND TO FLD FIELD PROJECT SPECIFICATIONS FOR REFERENCE FLR FLOOR STANDARDS B ADDITIONAL ABBREVIATIONS FO FACE OF FR FIRE RESISTIVE 3 F J stud I If hole between 40 percent and 60 percent of surd depth, Men stud must be doubled and no more than W successive studs are doubled and so boretl / Bored Holes max diameter 40 percent of stud depth 5/8' Min to edge notch must not exceed 15 percent of stud depth L L/3 L/3 L/3 Max No Holches permitted _ Floor Joist - Center Cuts 00 Is Pipe or conduit gE 'o O- B VV g m g S pored holes shall not be located in the same cross IL JI I I section of cut or nutch Lam„ In stud a Floor Join -End Cuts f o Rafter/Ceiling Joists (R802.].1) R ALLOWABLE HOLES = TIM w Mm BNia"asi n Mm Banana romlaka ba elenW:aere naae�Naa DO NOT out or notch flange. fi. ❑ 1 0 6. L1 D L2 2 x L2 D2 6" 6" 6' xo rremm mauore rexmun, Di n DO NOT hi wasix al l,u®1 a.nxe erre° 101 �v3'°a arenlleMrra � aE , oral M cut holes In ceMllever a„Bres,®e reinfgrcemenf Table A - End Support Minimum distance from edge of hole to inside face of nearest and support Joso Tai ROUND HOLE SME I SQUARE OR RECTANGULAR HOLE SIZE Ba' rte 3x12 w- r e,- BsaMove12s4- 0' z C z 8' 3'-0' S'-0' 1-C 1'e' z e' 4-P 4-6' 91 .n 1 zB 9V a0 S'0 1C zC>C B SO M7 1-0 1-0 zr B e 1r zr Sr so-sr sN I M -0' t 0' 3' 0 3'-0' 0 T. 1 C 1-61 Z B VT. S V B' 0' 11 vs. 933 1 V -0 t'-0' 3 0' 3-0 a'-0' T C 1' C z C > C SB ' B' V. 14' 1-0' 2.0' 3.0' a.0' a'-3' T -C Z a.0 a.5. 4.6 5.6 5'. e" Re" m 1'-0' 1'-0' 1'-0' 1'-0' 2'-0' 2'-0' 3 0- 6 0C 1-O 1'r Z C z e' SB' 4' B" Ir enTV M] 1'-0' 1'.0' t'.0' 1'R' z'-3' 3'-0' a.0 a.r 1'.0 Z.0 3.0 4'.0 5.51 Sun 3'.0" B.e" nth IB' 1'-0' 1'8 1'-0' 1'-0' 1'-0' 1'-0' 1'-0' 2-0' SC 5 C .9OP1+V 1+V Z.r SB' a -B' S' B" a` r BY.' r Brd 1PF" 1PF" Lx" 1Bx• 4,.- 10Y.' I a Ina.' 18x" S- M2 1, iV iw iV is ZS as 551Nu w 10 28 a8 do 100 n81a0 148 Table B - Intermediate or Cantilever Support Minimum distance from edge of hole to Inside face of nearest Intermediate or caMllever support_ JO n ROUND HOUll SQUARE OR RECTANGULAR HOLE SIZE z- r r B 61 1B 3x12 w- r B- - r ex- Bss-ms<r2aB- all z C 3' C a'-0' S'-0' S'-0' z C SV 4ap 5 e' 9-e' 81? on z B' SB' S'-0' S'-0' 8'-0' ZC SB' 41V SB' 76' M1 1i6^ a.w 4-V MI re" z' -o' a e z r 3 II TIB' .33 0' SO' 34' <'A' S'A' r a Ia'A' z o• So- CIO 6 B' B -B' a w tad I.W. 1'.0' 80' 3'8' S'8' htl 11'.tl 2.0 a.5. 5 W 6.5. 9.5' is a 11'.0 all 1'-0' 1' 0" n5" 2-0' Stl 3'-0' 9O 9-O 1' O 1'r Z r 4'VISe' B' V 9-0" 11' 8" it ruin 9-T 3 V li A 0 '0' 3A a9 A RIn 1C 2.r aC BO' 0'190' W 3 an nth r g 'T s MP 1a' 1-0' 1-0' 1A' 1A' Z9 3-0' SB' 9-V 14V 1-V 1+C SC 5CTp B'B"15C 15=O'1B'B" r r ex• r arB 1w.- pas- tea- 1614' r Ba" r am 1BN. 1214' 1414' 16W A' M2 1u 1w 1w 1w 1C aB rulNB i s wwwaA s8 LA 1s01B8180138 Remangularholes based on measurement of longest alis. Leave 1/8'' of web (minimum) attop and bottom of hole. Knockouts am located in web at approximately 12' on -center; they do not affect hole placement.DO NOT cut joist manges. For simple span IS minimum), uniformly loatled joists used in residential applications, one maximum size round hole may be located at the center of the joist span provided Mat no other holes occur In the joist Distances are based on the maximum uniform bads shown in current iLeval product guides. For other load conditions or hole configurations contact your Hall reprmarmfive. Tables are based on uniform load tables in current design literature. v -L L LU rm O to IE 107,2 4500 Robb St. General Notes Project number Project Number Date 2/9/22 Drawn by Author Checked by Checker MLIL CoqST Lr) N riot o U (DOO W C M (DO � Y N V Ir C44 o UjAM-c M N 00 In Cie) C to N O :3 toUMC9 107,2 4500 Robb St. General Notes Project number Project Number Date 2/9/22 Drawn by Author Checked by Checker Scale S1.0 M LL LID f/1 N d � N U 00 _U Q B ON E L � r O +�+ BOO U C W M l6 LU(D00 �E`` Y O V C N U N y U of 64 0 O CM !) A A 2.0 •i Uj CM C N li..) M (D QQ V I 2 z � 4 I 2 2 � 4 A 3.0 A 3.0 I I I A - - A I I m sa.o sa.o 1 I I 1 I A 3.0 I: 2 z A 1.1 -' .All 2-91/2" LVL ilei New Footing m.. Z,.I Q N33pi (E) Foofing (TYP) I rr :6 rn O dHy N h Oy Bg . QN 2' - 0' w m No. Deacriptlon 912Til 110 Q 16' 0.0 1 City Comments 2/922 cont. over the support S 3.0 :: S 3.0 e, I I I Indicates 7/16" O'B Sheathing w/ 6d @ 6-6-12' ox 4 A 2.0 Owner 4500 Robb St. Framing Plan n 00- TOF G 02- 2nd Floor. Project number Project Number 1/ Date 219/22 Drawn by Author Checked by Checker S 2.0 Scale 1/4" = T-0" M LL LO N d � y U 00 _U Q B ON E L � r O +�+ BOO U C O n l6 LU(DU 00� E`` Y O V C N U N p mom A2.0 y Ud'N o C O M !) 3 •i uj A cr) c co N 1 2 2 n 4 `iiUr�iC9 A30 Y I I I W 2x8 RR @ 24- o.c mo x m x D —2x8 CJ 24m ox a A 3.0 A 2.0 1 x O Q�Q N33,yj�y 00 ';HyNS ed�700 r< 0 x No. Deacrlp0on 1 5 3.0 2-2x8 HDR 2-2x8 HDR — 4 A20 Owner /1 0& Roof PL 4500 Robb St. 1/ Framing Plan Project number Project Number Date 2/9/22 Drawn by Author Checked by Checker S2.1 scale 1/4" = 1'-0" Provide code compliant attic ventilation -1/150 sq. fl. or 1/300 s based on vent placement A 3.0 10 n S 4.0 54.0 0 M LT Nil 7 E3, to N 1 02 UH ❑ Q❑❑ HU ❑❑ ❑❑ ❑❑ fn u 1 B O N E L I I r y I o1 - COM � I I Section 5 4 )3- Roof PL 117'-2 1/4" 1 t -2nd Floor 1091-1 1/4" V 1C ling - First Floor 100' _0 0" 00-TOF 96'- 9' 7 Y Roof PL I0 1T-21/4" 7 2nd Floor D9'- 1 1/4" )2- Ceiling 1071-81 First Floor iGL)QrL 00- TOF 96' - 0" V 03- Roof PL — — 117'- 2 1/ 02 -2nd Floor OL 109'- 1 1/4" V 02- Ceilin —— 107'- 01- First Floor I� 100' - 0" ng _ _ oo- TOFALI 96'- 0" V 2'- 0' 3 S ction 4 - Callout 1 3/p" 1'-0" Owner 4500 Robb St. Sections Project number Project Number Date 2/9/22 Drawn by Author Checked by Checker S3.0 Scale As indicated M LT Nil 7 to N d rill.. fn u Q B O N E L BOO r O U NW COM � LU (D00 C N Y U O N �E`` V y U of o Uj Co O .N+M N M 7 LoUr�)C9 Owner 4500 Robb St. Sections Project number Project Number Date 2/9/22 Drawn by Author Checked by Checker S3.0 Scale As indicated I LL Double Top Plate 7 in n N � II � 2'-6• ST22 Strap HDR per Plan 1n•sneetning RR 24' O.0 Max y ?. L 300c YJ Edge Nailing Q a Q N E O Cr) S U Q O LLI U WComer Rebar to match 2X6 $tud 4NB% Bd 112. O.0 .1 OHorizontal Rebar y N Stop inside hom.neinf. at corners O f6 O C U y IY N o 2x6 Trimmer M uJ •� LSTHD8 Both sides W w M C & 2x4 brace PSCL eab W N M C C � cc t!7O 0. TYPICAL CORNER " REINFORCEMENT 8" WALL 03- Roof L PI, 117'-21/4" s l l Section 5 -Callout 2 rl Corner reinforcement n Garage Header /1 PW Roof nailing U 1/2" = 1'-0" L/ 3/4" = 1'-0" Ll 1/2" = 1'-0" Ll 3/8" = 1'-0" 20-16D nail 5' Min Top View Side View 1. t � 03=Roof PL PL 2'-0•Lap N33 11 2 7'- V� N,J �Q. .... y� 2-2x6 Top Plate •.. = : eg c I=III-III III-III=I I 006-'HbNS Gravelor Mulch No. Description n DO!nppt n Section 5 - Callout 1 Ll n Top Plate Splice U 1" = 1j -0" 3/4" = V-0" 3/4" 01-8. 0'-10. • a. new framing' sister in" existing framing r STHD per plan STHD plan STHD RJ per plan new 2.2x framing to match existing Owner 4500 Robb St. #5 Dowels epoxy into Existing FTG. hanger Details y � LU Project number Project Number Date 2/9/22 Drawn by Author Checked by Checker S4.0 /1 New to existing footing connection ' n Holdown STHD /el Roof Floor opening ' 1" = 1'-0" V 3/4" = 1'-0" 3/4" = 1'-0" Scale As indicated wrightsoft Manual S Compliance Report Entire House WSM Industries Inc. 51 i ix,Di r ao sons eenn.303.2e2. F�zm.ze2.ua Erroll mM.i.ev rxlmn For: Shamam Lame, Gunnison Enterprises Inc. 558 E. Castle Pines Pkwy #131 Castle Rock, CO. 80108 Phone'. 303-332-7208 Fax 303-215-1725 Email: gunnisoi core Design Conditions Equipment type: m$ ti fy Job: Daae Rubb �af' Ii Deeemwra.M11 408 By: Dun Stsinke 60.7-F Hen: Two Sho smry Btuh Entering col WB: 0°F Design Conditions Equipment type: Outdoor design DB: 93.WF Sensible gain: 408 Btuh Entering col DB: 0°F Outdoor design WE: 60.7-F Latent gain. 0 Btuh Entering col WB: 0°F Indoor design DB: 74.0nF Total gain: 408 Btuh Indoor RH: 50% Estimated! airflow: 0 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Manufacturer: Model. Actual milli 0 dm Sensible capacity: 0 Btuh 0% of load Latent capacity: 0 Btuh 0% of load Total capacity: 0 Btuh 0%ofload SHR: 0% Heating Equipment Design Conditions Outdoor design DB: -7.0"F Heat loss: 29469 Muh Entering coil DB: 0-F Indoor design DB: 70A"F Manufacturers Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Lochinvar Model: KHB055(H,L) Actual airflow: 0 dm Output capacity: 40800 Btuh 1380A of load Meets all requirements of ACCA Manual S. T WN9tibco 20N FM1008.3121 eipM5uee9Vnlvx.e1303333.0.V1 Patches) c 08 HVAPGunniwn EMarwhii [O anal St ra, luiwl Ja FmI RUM1m.W Pope Wrghtsoft' DHW Report Entire House WSM Industries Inc. mm.i.®.,.,me.00n For: Shahan Lame, Gunnison Enterprises Inc. 558 E. Castle Pines Pkwy 4tS4327, Castle Rock, CO. 80108 Phone: 30&332.7208 Fax 303-2151725 Email: gunnison@ymail.com Occupants Age Number 0-5 0 6-13 2 1459 2 60e 0 Manufacturer Trade name Model AHRI ref. number Not occupied during the day Dishwasher Clothes washer Additional use (gpd) 0 Setpoinl(°F) 120 Daily use (gpd) 61 Tank size (gal) 40 Energfactor Input Nfltuh) 0.60 0.0 isl hour (gall 60 Recovery Job: 45001hobb ST. %ov"r Date: aecamber3,2021 By: Don seeks Man: Two story Not occupied during the day Dishwasher Clothes washer Additional use (gpd) 0 Setpoinl(°F) 120 Daily use (gpd) 61 Tank size (gal) 40 Energfactor Input Nfltuh) 0.60 0.0 isl hour (gall 60 Recovery i W ,0 08 31 21 : .euRoaa...s.20a�lgh� oa1caa,a�w m�..a, vacaRNab rua a�a awes, + wrightsoft Load Short Form Entire House WSM Industries Inc. moo anneal ra. wal Co able Ph... 303-29l Fam &K -29l Emalw..i,®.,mr,e.man For: Stahl Lame, Gunnison Enterprises Inc. 558 E. Castle Pines Pkwy #84-327, Castle Rock, CO. 80108 Phone: 303.332.7208 Fax 303-2151]25 Email: gunniscre@ymad.com Job'. 45DO Robb ST. Date: December 3, 2021 By: Don Steele Plan: Two Story HEATING EQUIPMENT Htg Clg Infiltration Outside all ('F) .7 94 Method Simplified Inside db (-F) 70 74 Construction quality Semil Design M(°F) 77 20 Fireplaces 0 Daily range 0 H Inside humidity (%) 30 50 Moisture difference(gr4b) 36 -33 HEATING EQUIPMENT We Make Lochinvar We Con! Trade LOCHINVAR Coil We Model KHB055(N,L) We 0 AHRI ref 202196723 Actual air flow 0 Efficiency 95AFUE 0 Heal input 55000 Brun Heating output 40800 Brun Low output baseboard 500 Btul Total low baseboard 56 ft High output baseboard 700 Btul Total high baseboard 40 ft Space thermostat Bed 2 137 COOLING EQUIPMENT Make We Trade We Con! We Coil We AHRI ref We Efficiency No Htg load (BWh) Sensible cooling 0 BWh Latent cooling 0 BWh Total cooling 0 BWh Actual air flow 0 dm Air flow factor 0 dant Static pressure 0 in H2O Load sensible heat ratio 0 0 ROOM NAME Area (R) Htg load (BWh) CIg load (Brun) Baseboard (R) Low High CIg AW (cfm) Bed 155 1887 0 4 3 0 CL 1 23 150 0 0 0 0 CLIA 10 390 0 1 1 0 Both 1 69 523 0 1 1 0 Coat 8 0 0 0 0 0 Bed 2 137 1710 0 3 2 0 CI -2 10 140 0 0 0 0 Hall 25 0 0 0 0 0 Stair 49 0 0 0 0 0 Entry 82 1156 0 2 2 0 Living 194 3164 0 6 5 0 Kitchen 194 2126 0 4 3 0 PWD 42 392 0 1 1 0 e r. n�,nmMuwnmm Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Ril `=!40�^!t rpt Rallxe® u m....l 202r as a Or Rsuzeellw Per,t Hvnc�c,now, Enulpra,oaEm Herb Se rvp mi PDAErwn wore Hall 60 196 0 0 0 0 Bed 3 138 1491 0 3 2 0 CI -3 28 652 0 2 1 0 LND 22 34 0 0 0 0 Bath 2 61 586 0 1 1 0 CI -4 31 948 0 2 1 0 Bed 4 158 1280 0 3 2 0 Stair 49 75 0 0 0 0 Lin 9 14 0 0 0 0 WC 23 35 0 0 0 0 WIC 44 398 0 1 1 0 Mast Bed 217 2663 0 5 4 0 Hall Up 98 1070 0 2 2 0 Mast Bath 211 2504 0 5 4 0 Crawl Sapce 1085 4066 0 8 6 0 Entire House d 3255 27890 0 56 40 0 Other equip loads 1578 408 Equip. ® 0.99 RSM 403 Latent cooling 0 TOTALS ' 3255 ' 29489 ' 403 ' W 40 a; %�Ior Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. `=!40�^!t Riemaux.® Um.usal 20az aDi Rsu26i% p,a,z Hv�cu.mw, e.um®.,u Rm w.mp r wa Fp o b WrIglNBofC Building Analysis Entire House WSM Industries Inc. a.oneee-.,.ea.mm For: Shabern Lame, Gunnison Enterprises Inc. Btuh %of load Walls 558 E. Castle Pines Pkwy #64-321, Castle Rock, CO. 80108 12624 42.8 Glazing Job: "DO Robb ST. J Dale: December 3, 2021 631 By: Den Steele Design Conditions Plan: Them Story Location: For: Shabern Lame, Gunnison Enterprises Inc. Btuh %of load Walls 558 E. Castle Pines Pkwy #64-321, Castle Rock, CO. 80108 12624 42.8 Glazing Phone: 303-332-1208 Fax: 303-215-1125 6283 21.3 Doors Email. gunnison@ymail.com 631 2.1 Ceilings Design Conditions 1611 5.1 Location: Indoor: Heating Cooling Denver Stapleton, Co, US Indoor temperature FF) 10 14 Elevation: 5459 fl Design TD (°F) 11 20 Latitude: 39°N Relative humidity (%) 30 50 outdoor; Heating Cooling Moisture difference ffil 36.3 -32.6 Drybulb(°F) -1 94 Infiltration: Adjustments Dailym u °F) - 28 (H ) Method Simplified Wetbulb(° ) - 61 Construction quality Semi -tight Wind speed(mph) 15.0 75 Fireplaces 0 Component grow Btuh %of load Walls 5.0 12624 42.8 Glazing 23.1 6283 21.3 Doors 30.0 631 2.1 Ceilings 1.5 1611 5.1 Floors 1.5 1611 5.1 Infiltration 2.5 5011 11.0 Ducts 0 0 piping 0 0 Humidification 0 0 Ventilation 1518 5.4 Adjustments 0 Total 29469 180.0 Cooling Component Blow Btuh %of lead Walls 0 0 0 Glazing 0 0 0 Doom 0 0 0 Ceilings 0 0 0 Floors 0 0 0 Illfigmeon 0 0 0 Ducts 0 0 Ventilation 408 100.0 Internal gains 0 0 Blower 0 0 Atllustments 0 Total 408 100.0 Latent Cooling Load = 0 Btuh Overall U -value =0.060 BOlh RB 'F Data entries checked. l. Wd�kn IrfiNalm W41 �I a Oras Gaag Selective, men, he" herr muua re wmlOAn T w�. 30RS�1009ah21 1_ elpMib 5u9 U eivii202222.0. 01 MAJ26160 pt oM1 NVPCWunnlwn Enleryke¢NSW flML51..rup GI[=W8 FrcM RpM1w¢: W For: Shahram Lame, Gunnison Enterprises Inc. Area Ui Insula 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 LossC19MM Gain Phone: 303-332-7208 Fez: 303-215-1725 m II Component P Jab: 45100111 1.1, wrightsoft Date: December 3, 2021 Entire House By: pansreala Cooling WSM Industries Inc. flan: Twaetory 74 Bear Gateway St, Deaver W W216 Phone. 303MA440 Fac 300scira O Email'. bleele®rvrmM.¢m Design M IT) 77 20 For: Shahram Lame, Gunnison Enterprises Inc. Area Ui Insula 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 LossC19MM Gain Phone: 303-332-7208 Fez: 303-215-1725 m II m rreen Email: gunnison@ymall.com in m ow, DesignConditions Location: Indoor: Heating Cooling Denver Stapleton, CO, US Indoor temperature IT) 70 74 Elevation: 5459 fl Design M IT) 77 20 Latitude: 39°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture diference(grdb) 36.3 -32.6 Drybulb IT) -7 94 Infiltration: 0 0 Dailyrange (°F) - 28 ( H ) Method Simplified 150 Watbulli 567 61 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 150 Construction descriptions Or Area Ui Insula HNHTM LossC19MM Gain m II m rreen in m ow, Wells 1513-155304: Bg well, heavy cry or light damp had, cmaeb wall. r-15 n 118 11.056 150 4.31 SW 0 0 Ins, 10i Pik a 164 0056 150 4.31 707 0 0 116 0056 150 4.31 567 0 0 164 0056 150 4.31 767 0 0 all 580 0058 150 4.31 2415 0 0 Fool wal. wo ext, 10 wood shop, a 20 wv ins. l2' gypwm agent int n 448 Does 200 500 2232 0 0 mat, 2x6- wgm mm. 1V aa. stud a See goes 200 5.00 1942 0 0 376 0,00 200 5,00 1ee2 0 0 505 Doss 200 5.00 252a 0 0 all 1715 Does zoo 5.00 0584 0 0 Padnicns 12C w: Fool wall, sherso and, r-1 3 env ins, Trp, wood fir 16- on. 232 0,091 130 7,01 1626 0 0 stud Windows 2 grating, or oulr, air gas, had Pm met, or par, 141' gap, 1s' Pik:2 in 18 0.300 0 23.1 416 0 0 grazing, or mar, a0 gas, wd ism mat, or ends, 114' gap, ole' Mk:667 fl a 36 Paul 0 23.1 832 0 0 head M a 88 Pace 0 23.1 2033 0 0 130 Page 0 23.1 3803 0 0 all 272 0.300 0 23.1 6283 0 0 Doors 1167: Door wl sc type w 21 0.390 0 30.0 631 0 0 Callings Anne coding, asphalt species war mat, ran call am, 112 -gypsum board 1095 0020 490 1,54 1671 0 0 t man Pleasure 21A32o: ft Poor. heavy all or light damp soil, 4depth 1065 DOW 0 1,54 1671 0 0 w smR- 2> sato oew�; L`� alpmsuOao Univee12o222son1 Rsu2e15o A&oq HVACWunsion E,brinhoor Rate&rupwd of Al Free partners, :W For: Shahram Lame, Gunnison Enterprises Inc. Amea Owaluo Insi 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 Loss C19MM Gain Phone: 303-332-7208 Fez: 303-215-1725 V a Component P dab: "100111 1.1, wrightill Dale: December 3, 2021 Bed By: Don Scale Cooling WSM Industries Inc. Plan: Two story 74 5825 Bmtlway SY.Muer W W216 Pass. 303 MA440 Fac 301 Err�bleele®rvfmM.¢m Design M IT) 77 20 For: Shahram Lame, Gunnison Enterprises Inc. Amea Owaluo Insi 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 Loss C19MM Gain Phone: 303-332-7208 Fez: 303-215-1725 V a v.� Ene ll: gunnison@ymall.com tow n M bora DesignConditions Location: Indoor: Heating Cooling Denver Stapleton, CO, US Indoor temperature IT) 70 74 Elevation: 5459 fl Design M IT) 77 20 Latitude: 39-N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture diference(grgb) 36.3 -32.6 Drybulb(T) -7 94 Infiltration: 0 0 Dailyrange IT) - 28 ( H ) Method Simplified zoo Wetbulb(°F) 781 61 Construction quality Semi -tight Partitions Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Amea Owaluo Insi Hgili Loss C19MM Gain V a v.� w tow n M bora wWallii Flet wall, we ext 10 wood then r20 c.v Ins. lc' gypsum boar lin ne4 Does 20a 600 40 0 0 man. 2'x6' wom mm. 1V o.o. stud W 72 colas 200 600 360 0 0 all Isla cats zoo 500 781 0 0 Partitions (none) wintlows 2 glazing, dr oris air gas, wd hen nal, tlr lmr, 114- gap, im'Mk:2w 28 race 0 23.1 647 0 0 glazing, dr our, air gas, wal am mart, dri1114-gap, 118 -Mk: 6.67 ft hoaa In Doors (none) ceilings (none) Floors (none) E Wit!- zmzsalo oe aipmsnnao U m.w..I zoz222onl esuzelso P3age,3 oft HVACWunnimb n E,reb. seelate a.rupdIc=Mi Frunl Dowkmu: W For: Shahram Lame, Gunnison Enterprises Inc. Owaluo InsulR His 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 Gain Phone: 303-332-7208 Fez: 303-215-1725 Component Constructions Job: aa00Robli ' Wrlghtsoft Dale: December 3, 2021 100 0 CL 1 By: Don sleels Cooling WSM Industries Inc. flan: Two story 74 5825 Bmtlway St, Denver W W216 Pwne: 303 MA440 Fac 303t8tJH0 Ema �bleele®rvfmM.¢m Design M IT) 77 20 For: Shahram Lame, Gunnison Enterprises Inc. Owaluo InsulR His 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 Gain Phone: 303-332-7208 Fez: 303-215-1725 Ene ll: gunnison@ymall.com n 20 Does Design Conditions 500 100 0 Location: Indoor: Heating Cooling Denver Stapleton, CO, US Indoor temperature I°) 70 74 Elevation: 5459 fl Design M IT) 77 20 Latitude: 39°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference(gr8b) 36.3 -32.6 Drybulb(°F) -7 94 Infiltration: Dailyrange (°F) - 28 ( H ) Method Simplified Wittbulli 61 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Walls Fill wall, wo ext, 10 wood their P20 nv Ins. 12' gypwm boar int M1tsh. 2'x6" wood ft. 16' a.c. stud Partitions (none) Windows (none) Doors (none) Cellings (none) Floors (none) Or EW.14.61t!- alemsnn.o um...I zozzas o.ot esuzstso Area Owaluo InsulR His Lossn Cis MM Gain n 20 Does 20.0 500 100 0 0 0108 Paage,3 ./CZY. cn HVACWunnimn Etramoseb. slat .ry dlc=Wit W For: Shahram Lame, Gunnison Enterprises Inc. Amea dwell InsulR 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 Loss C19MM Gain Phone: 303-332-7208 Fez: 303-215-1725 m an.,w.a Component Constructions Job: 445100111 die, WrIg11T80}C Dale: December 3, 2021 CLIA By: panelea. Cooling WSM Industries Inc. Plan: remedial 74 5825 Gateway SL, Dauer W W216 Phone: 303MA440 Fix 301 Email'. �bleele®rvfmM.¢m Design M IT) 77 20 For: Shahram Lame, Gunnison Enterprises Inc. Amea dwell InsulR 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 Loss C19MM Gain Phone: 303-332-7208 Fez: 303-215-1725 m an.,w.a w� . Emall: gunnison@ymall.com aw h M die, Walls DesignConditions Location: Indoor: Heating Cooling Denver Stapleton, CO, US Indoor temperature IT) 70 74 Elevation: 5459 fl Design M IT) 77 20 Latitude: 39-N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture diference(gnlb) 36.3 -32.6 Drybulb(T) -7 94 Infiltration: 52 DOM Dailyrenge IT) - 28 ( H ) Method Simplified Mtbulb(°F) 61 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Cr Amea dwell InsulR Hilli Loss C19MM Gain m an.,w.a w� . w aw h M die, Walls Fill wall, we ext. 10 wood SMR r 20 nv ins. l2' gypsum boar int a 32 00&5 200 500 160 0 0 Insh. 2'x6' wootl Mn. 16' m.0. stud W 20 0,065 200 500 100 0 0 all 52 DOM 200 500 260 0 0 Partitions (none) Windows (nova) Doors (none) Ceilings (none) Floors (none) E .1�t! - alewsunao onw ..12o222sont R30261502> sato 08 31 ./CZY. oh HVACWunnimn E,b,paaeb, RMLSI..ry dlc=i W For: Shahram Lame, Gunnison Enterprises Inc. Owalue Insula HgHTM 558 E Castle Pines Pkwy kB4-327. Castle Rock, CO. 80108 Gain a Phone: 303-332-7208 Fez: 303-215-1725 . wwa w Component P Job: "100111 1.1, wrioligil t Dare: December 3, 2021 Bath 1 By: Don male Cooling WSM Industries Inc. flan: Two story 74 SM Gateway 6Y.Muer WW216 Press. 303 MA440 Fac 301 Ema �bleele®rvfmM.¢m Design M IT) 77 20 For: Shahram Lame, Gunnison Enterprises Inc. Owalue Insula HgHTM 558 E Castle Pines Pkwy kB4-327. Castle Rock, CO. 80108 Gain a Phone: 303-332-7208 Fez: 303-215-1725 . wwa w tow Email: gunnison@ymall.com ori wWallsla DesignConditions Location: Indoor: Heating Cooling Denver Stapleton, CO, US Indoor temperature I°) 70 74 Elevation: 5459 fl Design M IT) 77 20 Latitude: 39°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture diference(grAb) 36.3 -32.6 Drybulb(°F) -7 94 Infiltration: Dailyrange (°F) - 28 ( H ) Method Simplified Wittbulli 61 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or alrea Owalue Insula HgHTM Loss C19MM Gain a ii . wwa w tow M ori wWallsla Rm wall, wo ext, 10 wood their P20 they Ins. 12' gypsum boaN int n 39 Does 20.0 500 195 0 0 M1tsh. 2'x6" wood ft. 16' a.c. stud Partitions (none) Windows 2 glazing, dr mdr, air gas, xd firm mai, or nnr, 114' gap, 119' Mkt in 9 card 0 231 208 0 0 glazing, tlroNr,airges,¢ fimm ,drinnr,114'gop,119'Mk;667fl head m Doors (none) Ceilings (none) Floors (none) zmzsalo oe E Right-wits!)U m.x..I zozz 22ont eauzetso P35 .ICU at HVACWunnimn E,brpaeeb. late a.rupdIc=We Fant drama: W For: Shahram Lame, Gunnison Enterprises Inc. 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 Phone: 303-332-7208 Fai 303-215-1725 Component P Jab: "00111 1.1, wrightill Dare: December 3, 2021 Coat By: Don smels Cooling WSM Industries Inc. Plan: Two story 74 %2. Bmtlwey r.Muer W W216 Pass. 303 MA440 Fac 301 Ema 2leele®wuwM.¢m Design M IT) 77 20 For: Shahram Lame, Gunnison Enterprises Inc. 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 Phone: 303-332-7208 Fai 303-215-1725 Ene ll: gunnison@ymall.com Design Conditions Location: Indoor: Heating Cooling Denver Stapleton, CO, US Indoor temperature IT) 70 74 Elevation: 5459 fl Design M IT) 77 20 Latitude: 39-N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture diference(grdb) 36.3 -32.6 Drybulb(T) -7 94 Infiltration: Dailyrange IT) - 28 ( H ) Method Simplified Wetbulb(°F) 61 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions or A ea u -.awe meal R Nre1mt mss claims cam k w RuvP r r,mn w n nm sen Wells (none) Partitions (none) Windows (none) Doom (none) ceilings (none) Floom (none) E .1�t! - aiPmsnn.o unm .a 202222oni esuzsim zmzsaro oeN�a ./CZY. uq HVACWunnimn E,br irsoe lattoa.rm dIc=We Frml Dowkmu: W For: Shahram Lame, Gunnison Enterprises Inc. Ama Owaluo Insult 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 Loss C19MM Gain Phone: 303-332-7208 Fez: 303-215-1725 V aw,,... Component P Job: 450nBobli wrightill Dare: December 3, 2021 Bed 2 By: Don steals Cooling WSM Industries Inc. flan: Two story 74 star Broadway St.,Mser WW216 press: 303 MA440 Fac 301 Ems �bleele®rvfmM.¢m Design M IT) 77 20 For: Shahram Lame, Gunnison Enterprises Inc. Ama Owaluo Insult 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 Loss C19MM Gain Phone: 303-332-7208 Fez: 303-215-1725 V aw,,... a Feaw Email: gunnison@ymall.com tow s eta Design Conditions Location: Indoor: Heating Cooling Denver Stapleton, CO, US Indoor temperature IT) 70 74 Elevation: 5459 fl Design M IT) 77 20 Latitude: 39-N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture diference(grAb) 36.3 -32.6 Drybulb(T) -7 94 Infiltration: 0 0 Dailyrenge IT) - 28 ( H ) Method Simplified zoo Wetbulb(°F) 781 61 Construction quality Semi -tight Partitions Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Ama Owaluo Insult HgHTM Loss C19MM Gain V aw,,... a Feaw m tow s eta wWallsM Firm wall, we ext 10 wood then r20 day Ins. 12' gypsum boam int n eo D0es zoo 5,00 400 0 0 mss, 2'x6' wom mm. Vol ol swa76 cosh 200 5,00 380 0 0 ell Ise cuss zoo 5,00 781 0 0 Partitions 12C Osw: Firm wall. nlrso ext. r43 cov ins, 2X4' wood in, 16' o.a 4 0,091 130 7,01 28 0 0 stud Window. 2 glazing, or air gas, wtl irm mal, or me 114' gap. 118' Mk:2e 20 0.300 0 23.1 462 0 0 glazing, or oulr, air gas, an! irm had, or are 114' gap. 118' Mk: 6.67 ft head M Doors (none) ceilings (none) Flooro (none) zmzsalo oe aipmsenaoury nw w,12022z2o.ol esuzelm Pice,3' ./CZY. cry HVACWunnimn Er,brpaeeb. PMLSI..rvpdlc=Wlr W For: Shahram Lame, Gunnison Enterprises Inc. 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 Phone: 303-332-7208 Fai 303-215-1725 Component Constructions Job: 4500111 ' Wrlghtsoft Date: December 3, 2021 CL 2 By: Don steals Cooling WSM Industries Inc. flan: Two sorry 74 5825 Bmtlway SY.Muer W W216 Pass. 303 MA440 Fac 303t8tJH0 Ems �bleele®rvfmM.¢m Design M IT) 77 20 For: Shahram Lame, Gunnison Enterprises Inc. 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 Phone: 303-332-7208 Fai 303-215-1725 Email: gunnison@ymall.com Design Conditions Location: Indoor: Heating Cooling Denver Stapleton, CO, US Indoor temperature IT) 70 74 Elevation: 5459 fl Design M IT) 77 20 Latitude: 39-N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference(gr8b) 36.3 -32.6 Drybulb(T) -7 94 Infiltration: Dailyrange IT) - 28 ( H ) Method Simplified Wetbulb(°F) 61 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Walls (none) Partitions 12C .Fnn wall, aMzo and, r43 ow ins, 214' wwtl tory 16' o.c. stud Windows (none) Doors (none) Cellings (none) Floors (none) Or Area Wvalue Ideal then Loss CIggHTM GainMV li 20 0.091 16.0 701 140 0 0 E .1�t! - RiPwsnnao unw ..I 2022 22onl eauzelm zmzsalo oeP3agee ./CZY. uq HVACWunnimn E,br irsoe RMo51..rm dIc=We Frunl Dowkmu: W For: Shahram Lame, Gunnison Enterprises Inc. 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 Phone: 303-332-7208 Fai 303-215-1725 Component P Jab: "00111 1.1, wrioltill Dare: December 3, 2021 Hall By: Don smels Cooling WSM Industries Inc. Plan: Two story 74 %25 Bmtlwey r.Muer W W216 Pass. 303 MA440 Fac 301 Ema 2leele®wuwM.¢m Design M IT) 77 20 For: Shahram Lame, Gunnison Enterprises Inc. 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 Phone: 303-332-7208 Fai 303-215-1725 Ene ll: gunnison@ymall.com Design Conditions Location: Indoor: Heating Cooling Denver Stapleton, CO, US Indoor temperature I°) 70 74 Elevation: 5459 fl Design M IT) 77 20 Latitude: 39°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture diference(grdb) 36.3 -32.6 Drybulb(°F) -7 94 Infiltration: Dailyrange (°F) - 28 ( H ) Method Simplified Wittbulli 61 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions or A ea u -.awe meal R Nre1mt mss claims cam k w RuvP r r,mn w n nm sen Wells (none) Partitions (none) Windows (none) Doom (none) ceilings (none) Floom (none) E .1�t! - aiPmsnn.o unm .a 202222oni esuzsim zmzsaro oeN�e ./CZY. uq HVACWunnimn E,br irsoe lattoa.rm dIc=We Frml Dowkmu: W For: Shahram Lame, Gunnison Enterprises Inc. 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 Phone: 303-332-7208 Fai 303-215-1725 Component P Jab: "00111 1.1, wrightill Dare: December 3, 2021 Staid By: Don smels Cooling WSM Industries Inc. Plan: Two story 74 %25 Bmtlwey r.Muer W W216 Pass. 303 MA440 Fac 301 Ema OYeele®wuwM.¢m Design M IT) 77 20 For: Shahram Lame, Gunnison Enterprises Inc. 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 Phone: 303-332-7208 Fai 303-215-1725 Ene ll: gunnison@ymall.com Design Conditions Location: Indoor: Heating Cooling Denver Stapleton, CO, US Indoor temperature IT) 70 74 Elevation: 5459 fl Design M IT) 77 20 Latitude: 39-N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture diference(grdb) 36.3 -32.6 Drybulb(T) -7 94 Infiltration: Dailyrange IT) - 28 ( H ) Method Simplified Wetbulb(°F) 61 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions or A ea u -.awe meal R Nre1mt mss claims cam k w RuvP r r,mn w n nm sen Wells (none) Partitions (none) Windows (none) Doom (none) ceilings (none) Floom (none) E .1�t! - aiPmsnno . U m...i 202222oni esozsiso zooms ro oNice 131 0 ./CZY. uq HVACWunnimn E,br irsoe lattoa.rm dIc=We Frml Dowkmu: W For: Shahram Lame, Gunnison Enterprises Inc. Dwalce Insula HtHTM 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 Gain a Phone: 303-332-7208 Fez: 303-215-1725 . tea m Component P Job: a5u0Rebbsr. 1,��' wrightill Dale: December 3, 2021 Entry By: Donsteels Cooling WSM Industries Inc. flan: rwastory 74 5825 Gateway St, Dawer W W216 Pass. 303 MA440 Fac 301 Ema �bleele®rvfmM.¢m Design TO IT) 77 20 For: Shahram Lame, Gunnison Enterprises Inc. Dwalce Insula HtHTM 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 Gain a Phone: 303-332-7208 Fez: 303-215-1725 . tea m awn Ene ll: gunnison@ymall.com Walls Design Conditions Location: Indoor: Heating Cooling Denver Stapleton, CO, US Indoor temperature I°) 70 74 Elevation: 5459 fl Design TO IT) 77 20 Latitude: 39°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference(gr8b) 36.3 -32.6 Drybulb(°F) -7 94 Infiltration: (none) Dailyrange (°F) - 28 ( H ) Method Simplified Watbulli 61 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area Dwalce Insula HtHTM LossC19MM Gain a m.,a.a . tea m awn mar r Walls Fill wall, wo ext, 10 wood sMR 220 nv Ins. 12' gypsum boar int w 63 Does 20.0 500 315 0 0 M1tsh. 2'x6" wood ft. 16' a.c. stud Partitions (none) Windows (none) Doors 11 D0: Door, wd sic has W 21 0.390 0 30.0 631 0 0 Cellings (none) Floors (none) 2L'� .31 W�1�d - alpmsnnb wwx a..I 2022720.01 esuzelW 2@2fa 0ovge 111 .�C�.. ofl HVACWunnimbrpeb, n E,aelate a.rupdIc=We Frml Omi W For: Shahram Lame, Gunnison Enterprises Inc. alio Dwalce health 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 Loss C19MM Gain Phone: 303-332-7208 Fez: 303-215-1725 m an.,w.a Component Constructions mei.: 445100111 eeri aoz, w"-' , wtightsofC DesignConditions Living By: cereal Cooling WSM Industries Inc. Plan: receding 74 %2a Gateway SL, Dnuer W W216 Phone: 303MA440 For 301 Email'. 2leeleMwunM.xm Design M IT) 77 20 For: Shahram Lame, Gunnison Enterprises Inc. alio Dwalce health 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 Loss C19MM Gain Phone: 303-332-7208 Fez: 303-215-1725 m an.,w.a w� . Ena ll: gunnison@ymall.com aw n li ow, DesignConditions Indoor: Heating Cooling Denver Stapleton, CO, US Indoor temperature IT) 70 74 Elevation: 5459 fl Design M IT) 77 20 Latitude: 39-N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture diference(grgb) 36.3 -32.6 Drybulb(T) -7 94 Infiltration: 0 0 Dailyrange IT) - 28 ( H ) Method Simplified 200 Wetbulb(°F) 711 61 Construction quality Semi -tight Partitions Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Cr alio Dwalce health H4H7M Loss C19MM Gain m an.,w.a w� . w aw n li ow, Walls Fill wall we ext. 10 woed SMR r 20 nv ins. l2' gypsum boar int a 72 0085 200 500 360 0 0 Insh. 2'x6' wootl Mn. 18' of stud W 70 0,065 200 500 350 0 0 all 142 DOM 200 500 711 0 0 Partitions (none) glandless 2 glazing, or our, air gas, .a nm nal, or lnm, 114• gap, lie- thk:2 a 28 gage 0 23.1 647 0 0 glazing, or mar, air gas, wtl firm nest. ori 1114- gap, tie' the 6.67 fl w 54 0.300 0 23.1 1247 0 0 taatlM all 82 0.300 0 23.1 1894 0 0 Doors (none) Callings (none) Floors (none) E Wi 2>F too t!-alemsunao Um...12o222sont esozetso Nor, r12 ./CZY. nor HVACWunnimn Ethemneeb. lattea.hip do=got From Dourkmu: W For: Shahram Lame, Gunnison Enterprises Inc. dwell Insula HgH7M 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 Gain m Phone: 303-332-7208 Fez: 303-215-1725 w rreen w Component Constructions P Job: 4451001111, Wella WrIg11T80TC Dale: December 3, 2021 Kitchen By: pane le Cooling WSM Industries Inc. Plan: ]wasting 74 5825 Gateway SL, Dnuer W W216 Phone. 303MA440 Fix 303-21 Email'. �bleele®rvfmM.¢m Design M IT) 77 20 For: Shahram Lame, Gunnison Enterprises Inc. dwell Insula HgH7M 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 Gain m Phone: 303-332-7208 Fez: 303-215-1725 w rreen w esu Emil gunnison@ymall.com our Wella DesignConditions Location: Indoor: Heating Cooling Denver Stapleton, CO, US Indoor temperature IT) 70 74 Elevation: 5459 fl Design M IT) 77 20 Latitude: 39-N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture diference(gi 36.3 -32.6 Drybulb(T) -7 94 Infiltration: Dailyrange IT) - 28 ( H ) Method Slmpli8ed 124 Mtbulb(°F) 13.0 61 Construction quality Semi -tight 0 Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area dwell Insula HgH7M Loss C19MM Gain m ii w rreen w esu m our Wella I'm wall, we suit, 10 woed then, P20 uv Ins. l2' gypsum boar int s 72 0.085 20.0 500 360 0 0 man, 2-W wom ft. 1V a.a. stud Partitions 12C Dow. Firm wall, all ed, r43 say Ins, 2MP wood nor 16-o.a 124 0.091 13.0 7,01 069 0 0 stud W ndoWs 2 glazing, or our air gas, wil firm nal, orlmr, 114- gap, lAll Mk:2s 28 race 0 23.1 647 0 0 glazing, dr out, air gas, wal firm mart, ori 1114- gap, im' the 6.67 ft baad It Doors (none) Callings (none) Floors (none) E .1�t!-alPmsunao U mer...12oa22son1 Rso2etso zowF 10ow13 ./CZY. nor HVACWunnimn E,brpaeeb, late a.hip do=i From carbon W For: Shahram Lame, Gunnison Enterprises Inc. 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 Phone: 303-332-7208 Fai 303-215-1725 Component Constructions Jab: 4500111 ' Wrlghtsoft Date: December 3, 2021 PWD By: Gonadal Cooling WSM Industries Inc. flan: rwastory 74 5825 Gateway SY.Muer W W216 Pass. 303 MA440 Fac 303t8tJH0 Ems �bleele®rvfmM.¢m Design M IT) 77 20 For: Shahram Lame, Gunnison Enterprises Inc. 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 Phone: 303-332-7208 Fai 303-215-1725 Email: gunnison@ymall.com Design Conditions Location: Indoor: Heating Cooling Denver Stapleton, CO, US Indoor temperature I°) 70 74 Elevation: 5459 fl Design M IT) 77 20 Latitude: 39°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference(gr8b) 36.3 -32.6 Drybulb(°F) -7 94 Infiltration: Dailyrange (°F) - 28 ( H ) Method Simplified Wittbulli 61 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Walls (none) Partitions 12C-0sw: Find wall, aMzo and, r43 ow ins, 214' wwtl tory 16' o.c. stud W ndows (none) Doors (none) Cellings (none) Floors (none) Or Area Wvalue Ideal then Loss CIggHTM GainMV li on 0.091 13.0 7.01 392 0 0 E 31 21 .1�t! - RiPmsnnao U m...120222sonl eaozelso zooms 10 oPme14 ./CZY. uq HVACWunnimn E,brprosoe lattoa.rm dIc=We Frml Dowkmu: W For: Shahram Lame, Gunnison Enterprises Inc. 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 Phone: 303-332-7208 Fai 303-215-1725 Component Constructions Jab: "00111 Wrlghtsoft Dare: December 3, 2021 WH By: Doneteels Cooling WSM Industries Inc. Plan: rwastory 74 %25 Gateway r. Dawer W W216 Pass. 303 MA440 Fac 301 Ema OYeele®wuwM.¢m Design M IT) 77 20 For: Shahram Lame, Gunnison Enterprises Inc. 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 Phone: 303-332-7208 Fai 303-215-1725 Ene ll: gunnison@ymall.com Design Conditions Location: Indoor: Heating Cooling Denver Stapleton, CO, US Indoor temperature I°) 70 74 Elevation: 5459 fl Design M IT) 77 20 Latitude: 39°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture diference(grdb) 36.3 -32.6 Drybulb(°F) -7 94 Infiltration: Dailyrange (°F) - 28 ( H ) Method Simplified Wittbulli 61 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions or A ea u -.awe meal R k Nre1mt Loss n claims cam w e,nnr er r,mn w nm sen Wells (none) Partitions (none) Windows (none) Doom (none) ceilings (none) Floom (none) E .1�t! - aiPmsnno . U m...i 202222oni esozsiso zooms ro oPice 15 ./CZY. uq HVACWunnimn E,brprosoe lattoa.rm dIc=We Frml Dowkmu: W For: Shahram Lame, Gunnison Enterprises Inc. 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 Phone: 303-332-7208 Fai 303-215-1725 Component P Jab: 4500111 1.1, wrioltill Date: December 3, 2021 Hall By: Gonadal. Cooling WSM Industries Inc. Plan: rwastory 74 5825 Gateway SY.Muer W W216 Pass. 303 MA440 Fac 303t8tJH0 Ems �bleele®rvfmM.¢m Design M IT) 77 20 For: Shahram Lame, Gunnison Enterprises Inc. 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 Phone: 303-332-7208 Fai 303-215-1725 Email: gunnison@ymall.com Design Conditions Location: Indoor: Heating Cooling Denver Stapleton, CO, US Indoor temperature IT) 70 74 Elevation: 5459 fl Design M IT) 77 20 Latitude: 39-N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference(gr8b) 36.3 -32.6 Drybulb(T) -7 94 Infiltration: Dailyrange IT) - 28 ( H ) Method Simplified Wetbulb(°F) 61 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Walls (none) Partitions 12C-0sw: Find wall, aMzo and, r43 ow ins, 214' wwtl tory 16' o.c. stud Windows (none) Doors (none) Cellings (none) Floors (none) Or Area Wvalue Ideal then Loss CIggHTM GainMV li 26 0.091 16.0 701 196 0 0 E .1�t! - RiPmsnnao U m...120222sonl eaozelso zooms 10 08P 31 15 ./CZY. uq HVACWunnimn E,brprosoe lattoa.rm dIc=We Frml Dowkmu: W For: Shahram Lame, Gunnison Enterprises Inc. Mea Dwalce Insi 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 Loss C19MM Gain Phone: 303-332-7208 Fez: 303-215-1725 a m.,w.F Component P dab: "100111 1.1, wlightill Dale: December 3, 2021 Bed By: Don Steele Cooling WSM Industries Inc. flan: Two story 74 5825 Bmtlway 6Y.Muer WW216 press: 303 MA440 Fac 301 Ema �bleele®rvfmM.¢m Design M IT) 77 20 For: Shahram Lame, Gunnison Enterprises Inc. Mea Dwalce Insi 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 Loss C19MM Gain Phone: 303-332-7208 Fez: 303-215-1725 a m.,w.F w Frere Emall: gunnison@ymall.com tow r M li Design Conditions Location: Indoor: Heating Cooling Denver Stapleton, CO, US Indoor temperature IT) 70 74 Elevation: 5459 fl Design M IT) 77 20 Latitude: 39-N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture diference(grAb) 36.3 -32.6 Drybulb(T) -7 94 Infiltration: 0 0 Dailyrange IT) - 28 ( H ) Method Simplified 200 Wetbulb(°F) an 61 Construction quality Semi -tight Partitions Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Cr Mea Dwalce Insi 1-1 4111111111 Loss C19MM Gain a m.,w.F w Frere w tow r M li Walls Fill wall we ext. 10 wood SMR p20 nv ins. l2' gypsum heart int a 32 Does 200 500 160 0 0 Msh. 2'x6' wootl Mn. 16' eol stud W e4 0065 200 500 420 0 0 all 116 cuts 200 500 an 0 0 Partitions (none) Mitcham 2 chow, dr err air gas, wa 0m mal, dr lna, 114- gap, la' thk:2w 16 gage 0 23.1 370 0 0 clause, dr ear, air gas, wa 0m rat, dr 1114- gap. 118- the 6.676 head M Doors (novel ceilings Ann ceiling, asphalt shingles nor mat ran can am, 112 -gypsum heart 1a 0020 490 1.54 212 0 0 ar sh Floor (none) E 21 .1�t! - alpmsnnao Um.x..i 202222ont esozetso 2> s 10 oPa3�1" .ICU uoftb HVACWunsion E,rimeb. slate a.rupdIc=Mi Frunl Alexis W For: Shahram Lame, Gunnison Enterprises Inc. Area Owalue Insai 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 Loss C19MM Gain Phone: 303-332-7208 Fez: 303-215-1725 Component Constructions dab: uOnBobli Wrlghtsoft Dale: December 3, 2021 CL 3 By: Don sreels Cooling WSM Industries Inc. Plan: Two story 74 5825 Bmtlwaytote Dawer W W216 Press. 303 MA440 Fac 301 Err�bleele®rvfmM.¢m Design M IT) 77 20 For: Shahram Lame, Gunnison Enterprises Inc. Area Owalue Insai 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 Loss C19MM Gain Phone: 303-332-7208 Fez: 303-215-1725 . � Ene ll: gunnison@ymall.com tow n M aur, wWallsla Design Conditions Location: Indoor: Heating Cooling Denver Stapleton, CO, US Indoor temperature I°) 70 74 Elevation: 5459 fl Design M IT) 77 20 Latitude: 39°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture diference(greb) 36.3 -32.6 Drybulb(°F) -7 94 Infiltration: 108 cuss Dailyrange (°F) - 28 ( H ) Method Simplified Wittbulli 61 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area Owalue Insai HNHTM Loss C19MM Gain . � m tow n M aur, wWallsla Frm wall, we ext 10 wood then r20 c.v Ins. 12' gypwnn boar int n e8 Does zoo 5,00 440 0 0 msh. 2'xe- wom mm. 1V ol swa20 cosh 200 5,00 100 0 0 ell 108 cuss zoo 5,00 541 0 0 Partitions (none) W ndows (nova) Doors (none) Ceilings Ftllc oeiling, asphalt shinglee permit, ray well ire, 1/2" gypsum MaM int lush Floors (none) 28 0020 490 1.54 42 0 0 wrap E .1�t! - alpmsunao U m.x..12oa22sonl esozelso zooms to ora 18 .ICU uoftHVACWunnimb n E,reb. seelate a.rupdIc=We Frml carbon W For: Shahram Lame, Gunnison Enterprises Inc. 558 E Castle Pines Pkwy, #B4-327. Castle Rock, CO. 80108 Phone: 303-332-7208 Fai 303-215-1725 Component Constructions Jab: 4sunRobli Wrlghtsoft Date: December 3, 2021 LND By: Don steals Cooling WSM Industries Inc. Plan: Two story 74 5825 Gateway r. Dawer op W216 Press. 303 MA440 Fac 303t8tJH0 Ems �bleele®rvfmM.¢m Design M IT) 77 20 For: Shahram Lame, Gunnison Enterprises Inc. 558 E Castle Pines Pkwy, #B4-327. Castle Rock, CO. 80108 Phone: 303-332-7208 Fai 303-215-1725 Ena ll: gunnison@ymall.com Design Conditions Location: Indoor: Heating Cooling Denver Stapleton, CO, US Indoor temperature IT) 70 74 Elevation: 5459 fl Design M IT) 77 20 Latitude: 39°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture diference(grdb) 36.3 -32.6 Drybulb(°F) -7 94 Infiltration: Dailyrange (°F) - 28 ( H ) Method Simplified Wittbulli 61 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Walls (none) Partitions (none) Windows (none) Doom (none) ceilings Atli ceiling, asphalt shinglas mat mat, r48 can am, 112' gypeum Israel int tush room (none) Or Acv Wvalue InsulR the RTM Loss CIgmRTM Gain li 22 0,020 490 1.54 34 0 0 E .1�t! - RlPmsunao U m...120222sonl esozslso zooms 10 opice 19 ./CZY. uq HVACWunsion Entsmoeebl late a.an dIc=We Fant Dowkmu: W For: Shahram Lame, Gunnison Enterprises Inc. Owalce Insula HgHTM 558 E Castle Pines Pkwy kB4-327. Castle Rock, CO. 80108 Gain a Phone: 303-332-7208 Fez: 303-215-1725 k FAi m Component P Job: "100111 1.1, wrioligil t Dare: December a, 2021 Bath 2 By: Don shale Cooling WSM Industries Inc. flan: Two story 74 SM Gateway 6Y.Muer WW216 Phone: 303 MA440 Fac 301 Ema �bleele®rvfmM.¢m Design M IT) 77 20 For: Shahram Lame, Gunnison Enterprises Inc. Owalce Insula HgHTM 558 E Castle Pines Pkwy kB4-327. Castle Rock, CO. 80108 Gain a Phone: 303-332-7208 Fez: 303-215-1725 k FAi m town Email: gunnison@ymall.com mar Walls Design Conditions Location: Indoor: Heating Cooling Denver Stapleton, CO, US Indoor temperature IT) 70 74 Elevation: 5459 fl Design M IT) 77 20 Latitude: 39-N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture diference(grAb) 36.3 -32.6 Drybulb(T) -7 94 Infiltration: Dailyrange IT) - 28 ( H ) Method Simplified Mtbulb(°F) 61 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or alrea Owalce Insula HgHTM LossC19MM Gain a m.,a.a k FAi m town rc mar Walls Rm wall, wo ext, 10 wood sMR P20 they Ins. 12' gypsum boaN int n 35 Does 20.0 5.00 175 0 0 M1tsh. 2'x6" wood ft. 16' a.c. stud Partitions (none) Windows 2 glazing, dr mdr, air gas, xd firm mar, or nnr, 114' gap, 119' Mkt in 9 card 0 231 208 0 0 glazing, tlroNr,airges,¢ fimmar,drinnr,114'gop,119'Mk;667fl head m Doors (none) Ceilings FVkcelling, asphalt shingles roof mat r49 cell i1112"gypsumbosrd 61 0.020 49.0 1.54 93 0 0 nt than Floors (none) 31 E .w�1�d Right-wits!) x U nw uzslso ce12o222son1 es2> F toopice 3t .ICU at HVACWunnimn E,brpaei late a.rupdIc=We Fant drama: W For: Shahram Lame, Gunnison Enterprises Inc. Area Owalue Insai 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 Loss C19MM Gain Phone: 303-332-7208 Fez: 303-215-1725 Component Constructions Job: 4a00Bobli ' Wrlghtsoft Dale: December 3, 2021 CL 4 By: Don sreels Cooling WSM Industries Inc. flan: Two story 74 5825 Bmtlwaytote Drier W W216 Press. 303 MA440 Fac 301 Ems �bleele®rvfmM.¢m Design M IT) 77 20 For: Shahram Lame, Gunnison Enterprises Inc. Area Owalue Insai 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 Loss C19MM Gain Phone: 303-332-7208 Fez: 303-215-1725 . � Ene ll: gunnison@ymall.com tow n M ori wWallsla Design Conditions Location: Indoor: Heating Cooling Denver Stapleton, CO, US Indoor temperature I°) 70 74 Elevation: 5459 fl Design M IT) 77 20 Latitude: 39°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture diference(gr8b) 36.3 -32.6 Drybulb(°F) -7 94 Infiltration: 120 cuts Dailyrange (°F) - 28 ( H ) Method Simplified Wittbulli 61 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area Owalue Insai HNHTM Loss C19MM Gain . � m tow n M ori wWallsla Frm wall we ext. 10 wood SMR P20 nv ins. l2' gypwm boar int n 100 Does 200 500 500 0 0 Inch. 2'x6' wootl Mn. 16' pec. stud a 20 0065 200 500 100 0 0 all 120 cuts 200 500 601 0 0 Partitions (none) W ndows (nova) Doors (none) Ceilings Ftllc oeiling, asphalt shinglee permit, ray well ire, 1/2" gypsum Mar int tush Floors (none) 31 0020 49.0 1.54 48 0 0 �w E 31 2 .1�t! - alpmsunao U m.x..12o222sont esozetso z�s 10 orap21 .ICU uoftHVACWunnimb n E,reb. seelate a.rupdIc=We Frml carbon W For: Shahram Lame, Gunnison Enterprises Inc. Owalce Insula HgHTM 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 Gain a Phone: 303-332-7208 Fez: 303-215-1725 . ywa m Component P Job: "100111 1.1, wrioligil t Date: December 3, 2021 Bed By: Don Slarge Cooling WSM Industries Inc. plan: Two story 74 SM Gateway r.Myer WW216 Press. 303 MA440 Fac 301 Ema �bleele®rvfmM.¢m Design M IT) 77 20 For: Shahram Lame, Gunnison Enterprises Inc. Owalce Insula HgHTM 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 Gain a Phone: 303-332-7208 Fez: 303-215-1725 . ywa m tow Email: gunnison@ymall.com mar, Walls Design Conditions Location: Indoor: Heating Cooling Denver Stapleton, CO, US Indoor temperature IT) 70 74 Elevation: 5459 fl Design M IT) 77 20 Latitude: 39-N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture diference(grAb) 36.3 -32.6 Drybulb(T) -7 94 Infiltration: Dailyrange IT) - 28 ( H ) Method Simplified Mtbulb(°F) 61 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or alrea Owalce Insula HgHTM Loss C19MM Gain a a ii . ywa m tow rc mar, Walls Fro wall wd ext 10 wood sob r20 they Ins. 12' gypsum board int a e4 Does 29.9 5,00 40 0 0 msh. 2'x6 woo mm. 1V of stud Partitions (none) Windows 2 glazing, dr mdr, air gas, utl firm rreL orinnr, 114' gap, 110' Mk:2o 16 card 0 23.1 370 0 0 glazing, droNr,airges,¢tlfim ,drinnr,114'gop,110'Mk:667ft head m Doors (none) Ceilings FVkcelling, asphalt shingles roof mat r49 cellire. ll2' gryaum appeal 156 00211 490 1,54 241 0 0 nt mall Floors (none) E .w�1�d Right-wits!) x U nw uzslso ce12m222sonl eszW2F tmmpice 33 .ICU at HVACWunnimn E,brpaei late a.rupdIc=We Fant drama: W For: Shahram Lame, Gunnison Enterprises Inc. 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 Phone: 303-332-7208 Fai 303-215-1725 Component Constructions * Jobb.: o �emeerhi ao2, w"-°`"" wrightsoft Design Conditions Stair By: Don deals Cooling WSM Industries Inc. Plan: Two Story 74 SM Gateway St, Dawor op W216 Phone. 303 A440 F« 300-2e2<aaa baa. myaaie®.anare.own Design M IT) 77 20 For: Shahram Lame, Gunnison Enterprises Inc. 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 Phone: 303-332-7208 Fai 303-215-1725 Email: gunnison@ymall.com Design Conditions Location: Indoor: Heating Cooling Denver Stapleton, CO, US Indoor temperature IT) 70 74 Elevation: 5459 fl Design M IT) 77 20 Latitude: 39-N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture diference(grdb) 36.3 -32.6 Drybulb(T) -7 94 Infiltration: Dailyrange IT) - 28 ( H ) Method Simplified Wetbulb(°F) 61 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Walls (none) Partitions (none) Windows (none) Doors (none) ceilings Atli ceiling, asphalt shinglss mat mat, r49 ceil am, 112' gyromm WeN her tush Floors (none) Or Area Wvalue InsulR His Hints Loss Cis HITM Gain 49 0,020 490 1.54 75 0 0 E .1�t! - Right-vital) x U a,,sial 202222onl R3026150 zooms 10 oP�33 rp ./CZY. art HVACWunnion Entaeeb. Fattoa.rvpdlo=i From decision W For: Shahram Lame, Gunnison Enterprises Inc. 558 E Castle Pines Pkwy, #B4-327. Castle Rock, CO. 80108 Phone: 303-332-7208 Fai 303-215-1725 Component P Job: 4sunRobbsr. 1,��' wrightill Date: December 3, 2021 Lin By: Don steals Cooling WSM Industries Inc. Plan: Two story 74 5825 Gateway r.Muer op W216 Press. 303 MA440 Fac 303t8tJH0 Ems �bleele®rvfmM.¢m Design M IT) 77 20 For: Shahram Lame, Gunnison Enterprises Inc. 558 E Castle Pines Pkwy, #B4-327. Castle Rock, CO. 80108 Phone: 303-332-7208 Fai 303-215-1725 Ena ll: gunnison@ymall.com Design Conditions Location: Indoor: Heating Cooling Denver Stapleton, CO, US Indoor temperature IT) 70 74 Elevation: 5459 fl Design M IT) 77 20 Latitude: 39°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture diference(grdb) 36.3 -32.6 Drybulb(°F) -7 94 Infiltration: Dailyrange (°F) - 28 ( H ) Method Simplified Wittbulli 61 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Walls (none) Partitions (none) Windows (none) Doom (none) ceilings Atli ceiling, asphalt shinglas mat mat, r49 can am, 112' gypeum Israel int tush room (none) Or Acv Wvalue InsulR the RTM Loss CIgmRTM Gain li 9 0020 490 1.54 14 0 0 E 31 21 .1�t! - RlPmsunao U m...120222sonl esozslso zooms 10 opiceZ ./CZY. uq HVACWunsion Entsmoeebl late a.an dIc=We Fant Dowkmu: W For: Shahram Lame, Gunnison Enterprises Inc. 558 E Castle Pines Pkwy, #B4-327. Castle Rock, CO. 80108 Phone: 303-332-7208 Fai 303-215-1725 Component Constructions Job: 4sunRobli Wrlghtsoft Date: December 3, 2021 WC By: Doneteals Cooling WSM Industries Inc. Plan: Twostory 74 5825 Gateway r. Dawer op W216 Press. 303 MA440 Fac 303t8tJH0 Ema �bleele®rvfmM.¢m Design M IT) 77 20 For: Shahram Lame, Gunnison Enterprises Inc. 558 E Castle Pines Pkwy, #B4-327. Castle Rock, CO. 80108 Phone: 303-332-7208 Fai 303-215-1725 Ena ll: gunnison@ymall.com Design Conditions Location: Indoor: Heating Cooling Denver Stapleton, CO, US Indoor temperature IT) 70 74 Elevation: 5459 fl Design M IT) 77 20 Latitude: 39°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture diference(grdb) 36.3 -32.6 Drybulb(°F) -7 94 Infiltration: Dailyrange (°F) - 28 ( H ) Method Simplified Wittbulli 61 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Walls (none) Partitions (none) Windows (none) Doom (none) ceilings Atli ceiling, asphalt shinglas mat mat, r48 can am, 112' gypeum Israel int tush room (none) Or Acv Wvalue InsulR the RTM Loss CiemHTM Gain li 23 0,020 490 1.54 35 0 0 E .1�t! - RlPmsunao U m...120222sonl esozslso zooms 10 osaa135 ./CZY. uq HVACWunsion E,brpaeebl late a.rim dIc=We nue Dowkmu: W For: Shahram Lame, Gunnison Enterprises Inc. Owalce Insula H4HTM 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 Gain a Phone: 303-332-7208 Fez: 303-215-1725 � Fra m Component Constructions Job: aa0naobli ' Wrlghtsoft Dale: December 3, 2021 WIC By: Donareals Cooling WSM Industries Inc. flan: rwastory 74 5825 Gateway St, Dawer op W216 Press. 303 MA440 Fac 301 Ema �bleele®rvfmM.¢m Design M IT) 77 20 For: Shahram Lame, Gunnison Enterprises Inc. Owalce Insula H4HTM 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 Gain a Phone: 303-332-7208 Fez: 303-215-1725 � Fra m aw Email: gunnison@ymall.com ma r Walls Design Conditions Location: Indoor: Heating Cooling Denver Stapleton, CO, US Indoor temperature I°) 70 74 Elevation: 5459 fl Design M IT) 77 20 Latitude: 39°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture diference(grAb) 36.3 -32.6 Drybulb(°F) -7 94 Infiltration: Dailyrange (°F) - 28 ( H ) Method Simplified Wittbulli 61 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area Owalce Insula H4HTM Loss C19MM Gain a m.,a.a � Fra m aw a, ma r Walls Fpm wall, wo ext, 10 wood their P20 nv Ins. 12' gypwm boar int a 44 Does 20.0 500 220 0 0 Msh. 2'x6" wood ft. 16' a.c. stud Partitions (none) Windows (none) Doors (none) Ceilings Atticceiling, asphalt spelspoor mat, r49 cell ire, 12"gresum Mad 44 0020 49.0 1.54 68 0 0 nt(nsh Floors (none) E .1�t! - alpmsunao U m.x..I 202222ont eaozstso 2> s to opice 3a .ICU uoftbrpeb. HVACWunsion E,aelate a.rupdIc=We Frml Mama: W For: Shahram Lame, Gunnison Enterprises Inc. Area Dwalm health 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 Loss C19MM Gain Phone: 303-332-7208 Fez: 303-215-1725 a w,w.a s.re Component P Job: 445100111 li wrightsoft Dale: December 3, 2021 Mast Bed By: Donsleels Cooling WSM Industries Inc. Plan: receding 74 5825 Gateway SL, Dnuer W W216 Ghon: 303MA440 For 301 Email'. �bleele®rvfmM.¢m Design M IT) 77 20 For: Shahram Lame, Gunnison Enterprises Inc. Area Dwalm health 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 Loss C19MM Gain Phone: 303-332-7208 Fez: 303-215-1725 a w,w.a s.re w� Ena ll: gunnison@ymall.com aw n li oda Design Conditions Location: Indoor: Heating Cooling Denver Stapleton, CO, US Indoor temperature IT) 70 74 Elevation: 5459 fl Design M IT) 77 20 Latitude: 39-N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture diference(grAb) 36.3 -32.6 Drybulb(T) -7 94 Infiltration: 0 0 Dailyrange IT) - 28 ( H ) Method Simplified zoo Wetbulb(°F) 1021 61 Construction quality Semi -tight Partitions Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Cr Area Dwalm health H4H7M Loss C19MM Gain a w,w.a s.re w� w aw n li oda Walls Flet wall, we ext 10 wood then r20 cri Ins. lc' gypsum boar ihe a 96 Does 20a 600 460 0 0 men. 2'x6' wom mm. 1V oo. stud W 108 0,065 200 600 541 0 0 all 204 0.065 zoo 500 1021 0 0 Partitions (none) wintlows 2 glazing, or our, air gas, wil firm nal, orlmr, 114- gap, ia'Mk:2 5 16 race 0 23.1 370 0 0 glazing, or mar, air gas, wal firm mai, or 1114- gap. Ini the 6.67 fl w 16 0.300 0 23.1 370 0 0 taaaM all 32 0.300 0 23.1 739 0 0 Doors moral Callings Able ceiling, asphalt minglreroof mat ran cell am, 112 -gypsum boom 217 0020 490 1,54 334 0 0 her sh Floors (none) zoomsto o E ainhr-ww0Um. w,1 oa222AAl R302e150 Pays, 27 .ICU uq HVACWunsion E,birshow. slat .ry dlc=Ml W For: Shahram Lame, Gunnison Enterprises Inc. Owalm Insula HgHTM 558 E Castle Pines Pkwy kB4-327. Castle Rock, CO. 80108 Gain V Phone: 303-332-7208 Fez: 303-215-1725 ww .a w Component Constructions p Job: 4451001111, Walls Wfightsoft Dale: December 3, 2021 ' Hall Up By: Doneteals Cooling WSM Industries Inc, flan: remedial 74 SM Gateway 3L, Dauer W W216 Phone. 303-zi For 301 Email'. �bleele®rvfmM.¢m Design M IT) 77 20 For: Shahram Lame, Gunnison Enterprises Inc. Owalm Insula HgHTM 558 E Castle Pines Pkwy kB4-327. Castle Rock, CO. 80108 Gain V Phone: 303-332-7208 Fez: 303-215-1725 ww .a w aw n Ena ll: gunnison@ymall.com die, Walls Design Conditions Location: Indoor: Heating Cooling Denver Stapleton, CO, US Indoor temperature IT) 70 74 Elevation: 5459 fl Design M IT) 77 20 Latitude: 39-N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture diference(gi 36.3 -32.6 Drybulb(T) -7 94 Infiltration: Dailyrange IT) - 28 ( H ) Method Simpll8ed Mtbulb(°F) 61 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area Owalm Insula HgHTM Loss C19MM Gain V aw,w.a ww .a w aw n li die, Walls Fill wall, wo ext, 10 wood sMR P20 nv Ins. 12' gypwm boar int w 69 Does 20.0 500 340 0 0 Msh. 2'x6" wood ft. 16' m.c. stud Partitions (none) Windows 2 glazing, dr oNr, air gas, xd firm mon, ori on, 114' gap, 110' Mk: 2W 16 0.300 0 23.1 370 0 0 glazing, droNr,airges,¢tlfim ,drinnr,114'gop,110'Mk;667fl head m Doors (none) Ceilings FVkcelling, asphalt shingles roofmat r49 rellire. 112"gypsumboar 98 0.020 490 1,54 151 0 0 nt than Floors (none) zW2F E � d alemsunao U nw ce12o222sont R3026150 tooer 3B .ICU oh HVACWunnimn Disproaeb. labo a.hip do=not From Darrleoea: W For: Shahram Lame, Gunnison Enterprises Inc. Area Owalm health 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 Loss C19MM Gain Phone: 303-332-7208 Fez: 303-215-1725 V an.,w.a Component P Job: 445100111 1.1, wlightsoft Dare: December 3, 2021 Mast Bath By: Doneleels Cooling WSM Industries Inc. Plan: Threading 74 5825 Gateway SL, Dnuer W W216 Phone. 303MA440 For 301 Email'. �bleele®rvfmM.¢m Design M IT) 77 20 For: Shahram Lame, Gunnison Enterprises Inc. Area Owalm health 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 Loss C19MM Gain Phone: 303-332-7208 Fez: 303-215-1725 V an.,w.a w� . Ena ll: gunnison@ymall.com esu n li ow, Design Conditions Location: Indoor: Heating Cooling Denver Stapleton, CO, US Indoor temperature IT) 70 74 Elevation: 5459 fl Design M IT) 77 20 Latitude: 39-N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture diference(grAb) 36.3 -32.6 Drybulb(T) -7 94 Infiltration: 0 0 Dailyrange IT) - 28 ( H ) Method Simplified 200 Mtbulb(°F) 1181 61 Construction quality Semi -tight Parlitions Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area Owalm health H4HTM Loss C19MM Gain V an.,w.a w� . w esu n li ow, Walls Fill wall we ext. 10 wood SMR r 20 nv ins. l2' gypsum boar int a 164 0065 200 500 821 0 0 Inch. 2'x6' wootl Mn. 18' of stud a 72 0,065 200 500 360 0 0 all 236 0065 200 6.00 1181 0 0 Parlitions (none) wintlows 2 glazing, or our, air gas, wtl 0m mat, or lnu, 114- gap, tea- thk:2s 16 gage 0 23.1 370 0 0 glazing, or our, air gas, wa 0m mad, or 1114- gap. Ini the 6.67 ft haaa M Doors (novel Callings Abe ceiling, asphalt shinglesroor mat ran cell am, 112 -gypsum hoer 211 0020 490 1,54 324 0 0 Mmsh Floors (none) 2> Ealnhr-wwoUm.w,1o222sont R302e150 stoower 29 .ICU oft HVACWunsion Er,brpiceeb. RMLSI..hip dlc=got From carbon W For: Shahram Lame, Gunnison Enterprises Inc. Area Lomas Insula 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 LossC19MM Gain Phone: 303-332-7208 Fez: 303-215-1725 V ew,mr Component P Jab: 4500111 enc wrioltill Date: December 3, 2021 Crawl Sapce By: pansreale Cooling WSM Industries Inc. Plan: Tena Ban• 74 %2a Gateway SL. ower Cre W216 Phone. 303-porri Fac NesiNGJH0 Email'. �bleele®rvfmM.¢m Design M IT) 77 20 For: Shahram Lame, Gunnison Enterprises Inc. Area Lomas Insula 558 E Castle Pines Pkwy #B4-327. Castle Rock, CO. 80108 LossC19MM Gain Phone: 303-332-7208 Fez: 303-215-1725 V ew,mr m green Ena ll: gurnmear @ymall.com war w enc Wells Design Conditions Location: Indoor: Heating Cooling Denver Stapleton, CO, US Indoor temperature IT) 70 74 Elevation: 5459 fl Design M IT) 77 20 Latitude: 39-N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture diference(grilb) 36.3 -32.6 Drybulb(T) -7 94 Infiltration: 116 11.056 Dailyrange IT) - 28 ( H ) Method Simplified Wetbulb(°F) 161 61 Construction quality Semi -tight 4.31 Wind speed (mph) 15.0 7.5 Fireplaces 0 all Construction descriptions Or Area Lomas Insula HtHTM LossC19MM Gain V ew,mr m green war w enc Wells 15B 15d": Bg wall, henry Ery or lgM damp sdl.cmaale wall. r-15 n 118 0,055 15.0 4.31 567 0 0 Ins, 10 the a 164 0056 150 4.31 707 0 0 116 11.056 lea 4.31 567 0 0 161 00% 150 4.31 767 0 0 all 567 0056 150 4.31 2415 0 0 Partitions (none) Windows (none) Doors (none) Ceilings (none) Pointer 21A-321: Big soot heavy dry or light damp soil. 4'depth 1085 0,020 0 1.54 1671 0 0 .21 W�1�d - Right-vital)U my ee120P222o.01 R302e150 2W2�R t0Owar 30 oN HVACWunnimn Er,brpaeeb. RM451..rvprvdlc=lkl W wrightsoft Project Summary Entire House WSM Industries Inc. sato Shavery, 5l.. oemer CO M1e Phone: vF 2p34440 Fax . Small'. Mmalownsmind mm Project Information For: Shahram Lame, GunnisonEnterVmuss Inc. 558 E. Castle Pines Pkwy $60.32], Castle Rock, CO. 80108 Phone: 303.332-7208 Fax 303-215-1725 Email: gunnison®ymail.com Notes: Weather Winter Design Conditions Outside db -7 -F Inside db 70 -F Design TD 77 -F Heating Summary Structure 27890 Sam 0 Sam CCentral vent (SER=65% 65 than) 1578 BNh Energy recovery Humidification 0 BNh Piping 0 BWh Equipment load 29469 BNh Infiltration Method Construction quality Fireplaces Denver Stapleton, CO, US Summer Design Conditions Outside db 94 -F Inside db 74 Job: 6500 Rabb ST. Equiv. AVF(dm) Darn: December 3, 2021 °. By: Dun SI 50 Plan: Two Story -33 Summer Design Conditions Outside db 94 -F Inside db 74 -F Design TD20 Equiv. AVF(dm) -F Dailyrange H Make Lochinvar Relative humidity 50 % Moisture difference -33 grllb Sensible Cooling Equipment Load Sizing Structure 0 BNh BNh 0 am Central vent (SER=65%65 DID) 4080 008 BNh Energy recovery Blower 0 BNh Use manufacturer's data In Rate/swing mumVtier 0.99 0 Equipment sensible load 403 BNh Simplified Latent Cooling Equipment Load Sizing Semi -tight 0 Structure 0 BNh Efficiency Heating Input Heating output Low output baseboard Total low baseboard High oulut baseboard Total high baseboard Space thermostat He3a2ang Ca hes (fly BWh Wlums(m) 173558505 Airchanggeehour 0.25 Equiv. AVF(dm) 72 Heating Equipment Summary Make Lochinvar Equipment latent load Trade LOCHINVAR BNh Madel KHB055(N,L) 0 AHRI ref 2021967223 56 Efficiency Heating Input Heating output Low output baseboard Total low baseboard High oulut baseboard Total high baseboard Space thermostat 95 AFUE Ducts 0 BWh 55000 Central vent (LER=65%65 dm) 413 BNh Iing Energy recovery BNh Latent cooling 0 Equipment latent load 0 BNh Total cooling 0 BWh 56 1.28 Equipment Tofal LoadSen+Let) 403 BNh 0 Req. total capacity at OVID SHR 0.0 ton dmStuh Cooling Equipment Summary Static pressure Make We in H2O Trade Na 0 Coil we AHRI ref We 95 AFUE Efficiency Na 55000 BWh Sensible cooling 0 BWh 40800 BNh Latent cooling 0 BNh 500 BWh/a Total cooling 0 BWh 56 It Actual air flow 0 dm 700 BWh/a Air flow factor 0 dmStuh 40 It Static pressure 0 in H2O Load sensible heat ratio 0 ea4mwo we« neve e..n m.imaly eecmmaR Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. RIpMSuilu9 Vniverml 202222.0.01 Raa28� w 2➢22FN1 9HL21 HVPgeunnlwmMSW Ai nsamaRouvemp Cel We Fewduala 00 Ppe1 wrlghtsoft. AED Assessment Entire House WSM Industries Inc. rata Grvedwav al.. Denrver, W room Pnnne: 30339[-4440 Fax 3 293-4... seau. &leele®mmiM.¢m For: Shall -rent Lame, Gunnison Enterprises Inc. 558 E. Castle Pines Pkwy 464-321, Castle Rock, CO. 80108 Job: 1500 Robb ST. 1.1, Dale: December 3, 2021 By: Don Steele DesignConditions Plan: Tee Story, For: Shall -rent Lame, Gunnison Enterprises Inc. 558 E. Castle Pines Pkwy 464-321, Castle Rock, CO. 80108 Phone: 303-332-1208 Fax: 303-2151125 Email: gunniwn@ymail.wm DesignConditions Indoor: Heating Cooling Denver Stapleton, CO, US Indoor temperature (°F) 10 14 Elevation: 5459 ft Design To ('F) 11 20 Latitude: 39°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference(grAb) 36.3 -32.6 Drybulb(°F) -1 94 Infiltration: Dailyrange (°F) - 28 (H ) Wetbulti 61 Wind speed (mph) 15.0 1.5 Hourly Glazing Load .,idly Maximum hourly glazing load exceeds average by 0.0%. House has adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 0 Btuh W!ighmR RIpMSuile9 Vniverea1302233.0. 01 MAJ26160 2021FWIOOe]I Pe Perot oft NVPgGunnlmn Enleiq®e[NSW Robb 51..1up GI[= WB From Wxkae: W Ra nwmv el.. Dwm, W 8321 Ph... 303.292-4440 F,, 202-292.1444 EnvalOwn 1 R Mrr* EnEre Xwu +vindowtsoft Right -M) Worksheet Job: IWORobb 3T. Nwb Egml Entire House Both: Bhaember3,2021 3 Pmn1a9M y Dob sN.le 8.0 fl WSM Industries Inc. PPlem T1vosRry Ra nwmv el.. Dwm, W 8321 Ph... 303.292-4440 F,, 202-292.1444 EnvalOwn 1 R Mrr* EnEre Xwu Beed1 2 Nwb Egml 420.0 fl 3. fl 3 Pmn1a9M e.2 X d 8.0 fl @ I IxolmnoYy vss.o fF 553 fP ry uwlue p xm n)) Lmd CF) URI (PluM1�'F (PlnM1•) v'Teams m) IRM1 w'pe5mmr m) (Rhl Xxl Cod Gim, NP5 Xul Wal Rise NP5 Xul CwJ 8 W 1561 4 0.0% n 4.31 0.00 118 lit WO 0 0 a 0 0 Flmvnl.Matlr 0.085 n 5.00 0.00 4M 446 2232 0 Be M 420 0 20binp.@aNC 0.30023.10 0.00 15 0 416 0 0 0 0 0 he 1543-11543-15,43A154 Base , 4.31 0.00 164 184 202 0 0 0 0 0 1 W Fm m1.m i.v 0.065 5.00 0.00 424 388 19,U 0 0 0 0 0 Al t --c Fw �ae 411 'ou 25.00 he 158.15,sk-4 o Pan mi. M 4111 0.005 w 0.00 as 505 2528 0 10 R 360 0 221aing olroNc 0.300 w 28.10 0.00 130 o 30)3 0 a o w2 0 11M 8.3110 w 30.03 0.00 21 21 01 0 0 o a 0 P uCOFx 0.011 7.01 0.00 232 232 UR 0 0 a 0 0 C 0.020 - 1.54 0.00 1055 IOBS 1821 0 0 0 0 0 F 21M39 0.020 1.54 0.00 1085 1085 1821 0 0 0 0 0 61 gnEBaevursmn 1 o of crime" Cahoon OCCUR o 1428 0 12 e) I9keM1nW11 450 0 b) xm 01 13 mnwln,�® 2.11 41 0 11 of M�prmnmaln.�01 1 1 1 1 el'birral 1880 01 I.seseemed Bed o 0 0 I.xedxmr 0 0 0 0 rmammulkn 0 0 0 0 14 sudeYl 22810 0 1882 0 15 Ptllwde 0% 014 0 0 4% 0% 0 0 Z`890 0 188T 0 xly�emn.mr4alu ` Calculations aoomved by ACCA W meet all reauirements of Manual J 8th Ed. .IA e-rhp--F�p�oR- RIg1aS,ftRU,ly Fm6 dvhue 2011 FW1000:3131 XV/.Claunnls,n EnCRm,,mWFkdR& CupCale-MABW - Pe2e1 mommy s_.o,w.,, W80316 Ph... 3Wsaz4440 F,, 300x93.0000 Enwillm..l.®w.,ma.Con 1 F Mm CL 1 +vidowtsoft Right -M) Worksheet Job: IWORobb ST. E�,,l Entire House DOW eea.mber3,2031 3 a PogM y Donsteele 0.0 fl WSM Industries Inc. PPle'n: Two Stwy Ph F 90M1 ft mommy s_.o,w.,, W80316 Ph... 3Wsaz4440 F,, 300x93.0000 Enwillm..l.®w.,ma.Con 1 F Mm CL 1 3 E�,,l 35fl 51A 6 , 3 a PogM 0.0 n ,,IY 0.0 fl @ Ph F 90M1 ft 40i 251ftLmcl TY� CM,hr,dwap.nml dl, IauM��•F IauMpv0) B lal OR w�"Imar CC) Im51 Xxl Cod GPPs NM Xul Wal Gass NAPS Hkw CwJ e w lmis 4 0.0% n 4.31 0.00 a 0 0 0 0 a 0 0 rnnmm.wa v 0.085 n 5.00 0.00 30 30 IW 0 0 0 0 0 30binp. aPaN,. 0.300 n 33.10 0.00 0 0 0 0 0 0 0 0 . w 15615,3,4 O.Ow a 4.31 0.00 0 0 0 0 0 0 0 0 1 W l—aly Fm m3. M 861/ 0.055 5.00 0.00 0 0 0 0 0 w. w `GOCR Fw i,.41/ 3 35.00 Fm mi. M 0111 0.005 w 0.00 0 0 0 0 M 30 100 0 3 l3dnp. olroNc 0.300 w 30.10 0.00 0 0 0 0 0 0 0 0 11M 0.30 w 30.03 0.00 0 0 0 0 0 0 0 0 P 12 O 0.001 zel 0.00 a 0 0 0 0 a 0 0 C 0.030 - 1.51 0.00 0 0 0 0 0 0 0 0 F 31M39 0.030 1.54 0.00 0 0 0 0 0 0 0 0 61 gAEoereummn I ol I I 1 of Eomme Wpm 100 Ol 1 360 0 12 e) lnfibndn w 0 130 0 b) amnwn&hlw 0 0 0 01 13 nmwln,. m® M 01 Apphanc,,db„ 0 0 bwl(Inas a to 13)1 5D 0 30 01 Law mft lOR o 0 0 0 LOWTUSAx 0 0 0 0 rmamlbuUm 0 0 0 0 14 SubbYl Iw 0 300 0 15 Gdlmd, LIL W 0 0 4% U% 0 TOR,,,,! 160 0 390 0 /CSI.Y Calculations approved by ACCA W meet all reauirements of Manual J 8th Ed. v---m� RIgMS,ftRUnly le -We Fm6 dv4ue W 3011 FW100B]131 Aft XVAClaunnlwn EnCRmRmWPoR& CupasC, - Ppe1 COIN nwmvm. owm, W W216 Pnw.3OP- 14440 F,, Wa1e1.14 41 Enwill m..le®w.,ma.mn 1 nawnmne +wriovttow Right -M) Worksheet Job: IWORobb3T. m Ile Entire House Dare: DeCembar3,2021 3 P P,RMw y Donsteele 0.0 fl WSM Industries Inc. PPle'n: Two Stwy F 11C ft COIN nwmvm. owm, W W216 Pnw.3OP- 14440 F,, Wa1e1.14 41 Enwill m..le®w.,ma.mn 1 nawnmne Coat x E„wm11 .m ewbi .o n 0 n 3 P P,RMw 80 0.0 n 0.0 fl F 11C ft 30i 26 hmm 5 NO IF IF T3 G Am, CV) Ixw�iLF IGwe•) B ml R aa°P•b6m"alw lel (Mull Xxl Cod G� NM Xul Wal Gov NN5 Xul CwJ e w lmish 0.0% n 4.31 0.00 a 0 0 0 0 a 0 0 Flmvnl.Mat1/ 0.066 n 5.00 0.00 48 xa IN 0 0 0 0 0 2Obina. Craw[ 0.500 n 25.10 0.00 0 0 ON 0 0 0 0 0 W 15-15 O.OW C 4.51 0.00 0 0 0 0 0 0 0 0 1 W pity Fm mi. Me v 0.065 5.00 0.00 0 0 0 0 0 w Fw i,.A 1/ x5.00 OCR Fm mi. MM 11 0.005 w 0.00 0 0 0 0 0 0 0 0 x a�ne. Clrowc 0.500 w 23.10 0.00 0 0 0 0 0 0 0 0 ��00 MM 0.30 w 50.05 0.00 0 0 0 0 0 0 0 0 P 12 O 0.001 7.01 0.00 a 0 0 0 0 a 0 0 C 0.020 - 1.51 0.00 0 0 0 0 0 0 0 0 F 21M50 0.020 1.54 0.00 0 0 0 0 0 0 0 0 61 dNEpaoumlon 1 o of Eimx lC bWxaln aro o 0 0 12 e) lnfikaM1n Im a 0 b) amnwrllhlw 01 13 mmwln,. �a® M of µRPxanmawu,r 1 1 wel (enx e m 13) Ol I a 01 Law Maned OR o 0 0 0 Ja.ranwar o 0 0 0 rmwmlruWn o 0 0 0 u sbm3bl M 0 0 0 15 Gtllwd, L% 0% 0 0 4% 0% O 0 TOR,,I, w! Isla Calculations approved by ACCA W meet all mouirements of Manual J 8th Ed. RICMS,ftm Unly I, -We Front dv4u, W x011 FW100B]131 Aft aft XV/.Cleunnlwn ERRmR 5W PoR&COO wP, - Ppe3 nwmY SP, Dh ,W6Wle Ph... 3OP-M4440 F,, 30a292.14aa Enwillau.l.®w.,xnd.mm 1 nxm Pam M2 +WfiohtiDk Right-M)Worksheet Job: IWORobb3T. E.mamwal Entire House col DeCombe"•2031 3 P PogM y Don steels 0.0 fl WSM Industries Inc. PPle'n: Two Starr F 1WSb ft nwmY SP, Dh ,W6Wle Ph... 3OP-M4440 F,, 30a292.14aa Enwillau.l.®w.,xnd.mm 1 nxm Pam M2 ax x E.mamwal 22.5 n 1 n 3 P PogM 0.0 n ,,IY 0.0 fl @ F 1WSb ft 40i 26ft� 5 IWIS HP 10.0 fp n) (GUNfi�'F IGoercpv •nml B p , AI OR ww4maa, 0) (Mub) Xxl Cod G� NM Xul Wal Gass NP* Xul CwJ e w imis 4 0.0% n 4.31 0.00 a 0 0 0 0 a 0 0 rwmi.Maty 0.065 n 5.00 0.00 30 00 400 0 0 0 0 0 x obing, drou0. 0.30023.10 0.00 0 0 0 0 0 0 0 0 w 15615,3,4 O.OW , 4.31 0.00 0 0 0 0 0 0 0 0 1 W Fm m6. Me v 0.065 5.00 0.00 0 76 OR 0 0 o 0 0 t --c Fw i, w'my 'ou x o Fm mi. MM 11 0.005 w 5.00 0.00 0 0 0 0 0 0 0 0 x a�np. olroNc 0.300 w 23.10 0.00 o a 0 0 0 o a 0 ��00 11u0 0.30 w 30.03 0.00 o a 0 0 0 o a 0 P 12 A 0.001 7.01 0.00 4 4 ID 0 M M 140 0 C 0.020 - 1.51 0.00 0 0 0 0 0 0 0 0 F 21M3x1 0.020 1.54 0.00 0 0 0 0 0 0 0 0 61 dr,Epaoumlon 1 21 1 1of EommeCmpm 1271 0 140 0 13 e) Infik•M1n 41 a 0 b) xm 01 mewln.. ehe M 01 •p6wimNdn., p 0 wdl lines e to 13)0 30 140 Low M,m9IwE 0 0 I.a me o 0 0 0 rmamleOWn o 0 0 0 u sbd3wl MO 0 140 0 15 Gtllwd• L% 0% 0 0 4% 0% O 0 Tool 1710 0 140 0 xly�e m n.mrlalu Calculations approved by ACCA W meet all mouirements of Manual J 8th Ed. RIglh5,fm Unly le -We Fvd dvhue W x011 FW100B]131 Aft XV/.Cleunnlwn EnmpeRmWPoR& mpmC• - Ppe4 nmmY St,Dar.,, WCWte Ph... 3OP-M4440 F,, 30a292.14aa Pool m..l.®w.,3na.w 1 awvn i.re Hall Say 1 x ER.w,mwal +vidowtsok Right -.p Worksheet Jab: 45aa RobbeT. 3 Entire House Data peeeinber3,2021 0.0 fl PR ey: Don sisals TO F 96ft WSM Industries Inc. Plan: Two Story nmmY St,Dar.,, WCWte Ph... 3OP-M4440 F,, 30a292.14aa Pool m..l.®w.,3na.w 1 awvn i.re Hall Say 1 x ER.w,mwal 0 n 0 n 3 Pb,,PRMO M1o b ,,IY 0.0 fl PR @ TO F 96ft 70 i To n TY Cma,dlw p rt L,R (PIUMiLF (PLUMY) v'paransel, m) BNPPa MI n"'"Inoar lel Clahl Xxl Cod Gw Xul Wal Gov NP5 Xul CwJ e w 15p1522C4 0.0% n 4.31 0.00 a 0 0 0 0 a 0 0 ranme.Mat1/ 0.055 n 5.00 0.00 0 0 0 0 0 0 0 0 2 along. obaN,. 0.300 n 33.10 0.00 0 0 0 0 0 0 0 0 . w 15615w3,e O.OW a 4.31 0.00 0 0 0 0 0 0 0 0 1 W pity Pon m5. M e61/ 0.055 5.00 0.00 0 0 0 0 0 w `G Pon .A 1/ i, 3. 00 35.00 8 Pon mi. MM 11 0.005 w 0.00 0 0 0 0 0 0 0 0 381dnt, olroNc 0.300 w 30.10 0.00 o a 0 0 0 o a 0 1100 0.30 w 30.03 0.00 o a 0 0 0 o a 0 P 12 O 0.081 7.01 0.00 a 0 0 0 0 a 0 0 C 0.030 - 1.51 0.00 0 0 0 0 0 0 0 0 F 81M30 0.080 1.54 0.00 0 0 0 0 0 0 0 0 61 gnEoervurslon 1 21 1 10 Enoame Canton0 0 0 0 13 e) lMk•M1n o a of on amnwnfflafflon 0i 1 of mewln.. nti® San of •pplanom n., of wdl (low e to 13) 01 01 1 a of LAW M,ne OR 0 0 0 0 l.awmadrar o 0 0 0 lb Wn o 0 0 0 t soebml 0 0 0 0 15 Gtllwa, L% 04 o 0 4% 0% 0 0 TOR ,,,tow! /talo Calculations approved by ACCA W meet all mouirements of Manual J But Ed. RIgMS,ftm Unly le -We Ova dvhwW 3011FW100B:3131 Aft XV/.Cleunnlwn Enmp,,mWRMb3,. Cap xC• - Pages nwm2SP, ow,.,,W&3216 Pnx,303-M4440 F,, 30a292.14a4 Ennal dameayww2nu.wm 1 Ramvre COW +yidowittow RightJCsJ Worksheet Job: IWORobb ST. Egmw,,I Entire House Dare: Deaember3,2021 3 P PogMw y Donsteele 0.0 fl WSM Industries Inc. PPle'n: rlwo5twy F B2dhoad"Y ft nwm2SP, ow,.,,W&3216 Pnx,303-M4440 F,, 30a292.14a4 Ennal dameayww2nu.wm 1 Ramvre COW LIAV 2 Egmw,,I 165 n a n 3 P PogMw 0.0 n 0.0 fl F B2dhoad"Y ft 12.6i 16.6hm� T9 G 1` Ixw�iLF Igwe•) v'"�), m1 B R aw°pw,aw:)r lel SIP)Xxl Cod Glm NM Xul Wal Gov N9P5 Xul CwJ e w lmisr 0.0% n 4.31 0.00 a 0 0 0 0 a 0 0 Flmvn2.wa v 0.066 n 5.00 0.00 0 0 0 0 0 0 0 0 20binp, CraNC 0.300 n 23.10 0.00 0 0 0 0 0 0 0 0 . w 15615w3,,e O.Ow a 4.31 0.00 0 0 0 0 0 0 0 0 1 W I�ity Fm m2. M6 v 0.065 5.00 0.00 0 0 0 0 0 w.w `GOCR Fw i,.41/ 2 25.00 1r Fmmi. MM 1/ 0.005 w 0.00 M 53 315 0 1N 70 350 0 2Sonp, olraNt 0.300 w 23.10 0.00 0 0 0 0 54 0 1N2 0 I -G 0.340 w 30.03 0.00 21 21 01 0 0 0 0 0 ---0-00110 P 12C MIT 2.01 0.00 a 0 0 0 0 a 0 0 C Mb calig, mMa 0.020 - 1.51 0.00 0 0 0 0 0 0 0 0 F 21Mm 0.020 1.54 0.00 0 0 0 0 0 0 0 0 61 gnEoegummn 1 21 1 10 Em%me oa Can we 0 2606 0 12 e) Infik,M1n 210 0 55B 0 b) a n 0 13 mYwln,. nbse M 0 RPwrOwl 0 badl)IIw 0 to 13) ,10 O AN Mend Ibm 0 0 0 L Pma 0 0 0 0 IbWMWbn 0 0 0 0 14 SubbYl 11 0 31w 0 15 Gdlmd, LIL W 0 -0% M 0 0 lu+'IXgi BoebxN /CSI.Y 21 Calculations approved by ACCA W meet all mouirements of Manual J 8th Ed. 2011 FW100B RIgit u,KnOnly Ow XVL ,nnlwn Enwp RmWPoR&I. Cup Cale -W8 Fm&dv4ue W - epe6 nwmY 8l..ow,.,, W 80216 Pnx.3OP-M<440 F,, 30a2e2.1444 Enwill me.l.nw.,xne.mn 1 R Pam pMm +vinjowtsoft Right -M) Worksheet Job: IWORobb ST. E.mwmxmll Entire House DOW eea.mber3,2021 3 P PogM y Donsteele 0.0 fl WSM Industries Inc. PPle'n: Tlw65mry F 16.6�,,Iy ft nwmY 8l..ow,.,, W 80216 Pnx.3OP-M<440 F,, 30a2e2.1444 Enwill me.l.nw.,xne.mn 1 R Pam pMm Pwn x E.mwmxmll 28.0 nn 3 P PogM 0.0 n 0.0 fl w F 16.6�,,Iy ft 60i ]OlmnoYy TY p 'p„Im`Bdl, (PIUMiLF (PLUMY) v lel m) MI w pwn,dw (Mull Xxl Cod Glm NM Xul Wal Gov NN5 Xul CwJ e w lmisr 0.0% n 4.31 0.00 a 0 0 0 0 a 0 0 Flmvnx.wa v 0.085 n 5.00 0.00 0 0 0 0 0 0 0 0 2 Obinp. aPaNC 0.500 n 25.10 0.00 0 0 0 0 0 0 0 0 . w 15615 O.Ow a 4.31 0.00 0 0 0 0 0 0 0 0 1 W I—aly Fm mi. M8 v 0.065 5.00 0.00 0 0 0 0 0 w Fw i, .41/ 310 x5.00 Doc 8 x0 0 w0 OCR Fm mi. MM 1/ 0.005 w 0.00 0 0 0 0 0 0 x a�np. olroNc 0.500 w 23.10 0.00 0 0 0 0 0 0 0 0 ��00 MM 0.30 w 50.05 0.00 0 0 0 0 0 0 0 0 P 123 0.061 7.01 0.00 IN 1N 6w 0 Y w SBx 0 C 0.020 - 1.51 0.00 0 0 0 0 0 0 0 0 F 21M59 0.020 1.54 0.00 0 0 0 0 0 0 0 0 61 o)AEam<umlm 1 21 1 1of Eom"Ompin Is8 0 Sax 0 12 e) InftaM1n EO 0 0 b) FNxrnwnlRw 0 13 ,WN,, DoCupanihe No 00 •ppl,rmydbe� 0 wdl (uw 6 to 16)2 30 O Law M,nM OR 0 0 0 0 Lve PenaM 0 0 0 0 IbWMWbn 0 0 0 0 14 SubbYl 21M 0 SBx 0 15 Gtllwb, LI4 W 0 0 4% 0% 0 0 Sp 2 0 lu+'IXgiBo,bxN/CSLY 4 3 0 1 1 0 Calculations approved by ACCA W meet all reauirements of Manual J 8th Ed. RIpM5,ftm Unly le -We Fm6 dv4ue W x011 FW100B]131 Aft aft XV/. ,nnlwn EnRmRmW RM661. Cup Pale - Pexel nwmy 81..o,w.,, W 8021 Ph... 3Wsaz4440 F,, 30a292.14aa Enwillm..l.®w.,ma.Con 1 n Mm wx +vidowtsoft Right -M) Worksheet Job: IWORobb ST. E.ymmmll Entire House DOW eea.mber3,2011 3 P PogM y Donsteele 0.0 fl WSM Industries Inc. PPle'n: Two Stwy F 901 ft nwmy 81..o,w.,, W 8021 Ph... 3Wsaz4440 F,, 30a292.14aa Enwillm..l.®w.,ma.Con 1 n Mm wx w11 x E.ymmmll nn 3 P PogM 0.0 n ,,Iy 0.0 fl @ F 901 ft 10i B0.3�� Ty p 00) NupeInmaar (GurJl1�'F (PLUM,•) B v'p.nm`dl, m) MI lel (Muhl Xxl Cod Glu NM Xul Wal Gov NAPS Hkw CwJ e w lmis 4 0.0% n 4.31 0.00 a 0 0 0 0 a 0 0 Flmvnl.wa v 0.085 n 5.00 0.00 0 0 0 0 0 0 0 0 30binp. aPaut. 0.300 n 33.10 0.00 0 0 0 0 0 0 0 0 . w 15615,3,4 O.Ow a 4.31 0.00 0 0 0 0 0 0 0 0 1 W I—aty Fm m1. M8 v 0.055 5.00 0.00 0 0 0 0 0 w. w `GOCR Fw i,.41/ 3 35.00 Fm mi. MM 1/ 0.005 w 0.00 0 0 0 0 0 0 0 0 1 anp. olroNc �11M 0.300 w 33.10 0.00 0 0 0 0 0 0 0 0 ��00 0.30 w 30.03 0.00 0 0 0 0 0 0 0 0 P 12 O 0.001 7.01 0.00 a 0 0 0 a 35 tae 0 C 0.030 - 1.51 0.00 0 0 0 0 0 0 0 0 F 21M30 0.020 1.54 0.00 0 0 0 0 0 0 0 0 61 gnEoereummn 1 21 1 1of Eomme lCmRn 0 0 lae 0 12 e) Infik,M1n 0 0 0 b) Ra.nwn&hlw 0i 1 0 13 mYO,ln,. n6® M0 01 yW, Rp3nmM 1 wdl (uw e to 13)10 01 Law mft MIOR 0 0 0 0 LOWPmaM 0 0 0 0 IbWMWbn 0 0 0 0 14 SubbYl 0 0 10e 0 15 Gtllwb, LIL W 0 0 4% U% 0 0 TOR,,,,! /CSI.Y Calculations approved by ACCA W meet all reauirements of Manual J 8th Ed. 3011 FW100B RIgM5ufRUnn ly Ow XV/.Claunnlwn EnCRmRmWRM53,. Cup Cale -W8 Fm6 dv4ue W - epeB nwmY 81.,Dhrm,, W 8021 Pnx,3Wsaz4440 F,, 300292. 0000 Enwillau.l.®w.,md.mm 1 R Mm M3 +vnjowtsoft Right -M) Worksheet Job: IWORobb 3T. EgmNwil Entire House DOW eea.mber3,2031 3 P PogM@ y Donsteele 0.0 fl WSM Industries Inc. PPle'n: Two Stwy 11AF 13.6M1 nwmY 81.,Dhrm,, W 8021 Pnx,3Wsaz4440 F,, 300292. 0000 Enwillau.l.®w.,md.mm 1 R Mm M3 Q3 3 EgmNwil 1B.5 ft 1. ft 3 P PogM@ 0.0 n ,,IY 0.0 fl 11AF 13.6M1 i 25 hRwm vparml dlr IauM��•F IauMpv B lal IRRR w painnaa1 INI Imnl Xxl Cod G� NM Xul Wal Gass NAPS Hkw CwJ e w 1561 4 0.0% n 4.31 0.00 a 0 0 0 0 a 0 0 rnnmm.wa v 0.065 n 5.00 0.00 0 0 0 0 M Be 440 0 3 obinp, Crow, 0.30030.10 0.00 0 0 0 0 0 0 0 0 w 13615,3,4 0.0w , 401 0.00 0 0 0 0 0 0 0 0 1 W Fm m6. Me v 0.081 5.00 0.00 o a 0 0 0 o 0 0 t --cF w wwmy i, 'ou 35.00 o 1r nm mi. M 0111 0.005 w 0.00 100 M 420 0 M 30 100 0 3abinp, olraNt 0.300 w 33.10 0.00 0 0 330 0 0 0 0 0 I—G 1100 0.30 w 30.03 0.00 0 0 0 0 0 0 0 0 ---0-0O P 13COFx 0.001 3.01 0.00 a 0 0 0 0 a 0 0 C 0.030 - 1.54 0.00 136 136 313 0 36 36 43 0 F 31M331 0.030 1.34 0.00 0 0 0 0 0 0 0 0 61 gnEoervummn 1 21 1 1of Eomme Wpm 11 o 163 0 13 e) InCMM1n 3ID 90 0 b1 xm 01 13 mmeeln,. Rnti® M 01 nawuer µplma 1 1 1 wel (Onx e to 13)0 xo 6 1 Law mnelloR 0 0 0 Jxecenerer 0 0 0 0 rmamleuUm 0 0 0 0 14 subbYl Ml 0 653 0 15 Gtllwde L% 0u 0 0 4% 0% 0 0 TOR 0 B61 xly�e wmmrzalu 3 0 Calculations approved by ACCA W meet all reauirements of Manual J 8th Ed. RIgMS,ftRUnly le -We Fm6 dv4ue W 3011 FW100B]131 Aft XVL ,nnlwn Enmpe,MSWPoR& mpmC, - PepeO nwmY 81..o,w.,, W 8021 Ph... 3Wsaz4440 F,, 300292. 0000 Enwillm..l.®w.,ma.mn 1 aoRnwne +vidowtsoft Right -M) Worksheet Job: IWORobb ST. E.,pn,mwal Entire House DON: eea.mber3,2031 3 P PogM y Donsteele 0.0 fl WSM Industries Inc. PPle'n: Two Stwy F aOM1 ft nwmY 81..o,w.,, W 8021 Ph... 3Wsaz4440 F,, 300292. 0000 Enwillm..l.®w.,ma.mn 1 aoRnwne Rmb3 x E.,pn,mwal wo n n 3 P PogM 0.0 n ,,IY 0.0 fl @ F aOM1 ft 55i 11: ft� 0261 665 TY uwlu. G Xm ) wa CV) Ixnvr,..F (Gnwl•) d v'p.om• ml IRR "Inco., m) (Rmb) Xxl Cod GPPs NM Xul Wal Gov NAPS Hkw CwJ e w 1s61su 0.0% n 4.31 0.00 a o 0 0 0 a o 0 rnnmm.wa v 0.055 n 5.00 0.00 0 0 0 0 M 35 175 0 30binp. aPaut, 0.300 n 33.10 0.00 0 0 0 0 9 0 305 0 . w 15615,3,4 O.Ow a 4.31 0.00 0 0 0 0 0 0 0 0 1 W I—aly Fm m5. M8 v 0.055 5.00 0.00 0 0 0 0 0 w. w `GOCR Fw i,.41/ 3 35.00 Fm mi. M 0111 0.005 w 0.00 0 O 0 0 0 0 O 0 39kon9. alromc 0.300 w 30.10 0.00 o a 0 0 0 o a 0 11M0.30 w 30.03 0.00 o a 0 0 0 o a 0 P 12 a 0.001 7.01 0.00 a 0 0 0 0 a 0 0 C PLcmlliR.vma 0.030 - 1.51 0.00 33 33 34 0 51 51 93 0 F 91M391 0.090 1.54 0.00 0 O 0 0 0 0 O 0 61 o)NEax<umlon 1 o of Eomme lCmRn 34 0 478 0 12 e) Infibndn 0 0 Ilo 0 b) amnwn&hlw 01 0 0 01 13 mmwln.. nti® M 01 RpSwimNdb., 0 brml)enx e to 13)mi 01 01 01 Law mftmlxe o 0 0 0 I.xeax.rr 0 0 0 0 rmameuUm 0 0 0 0 14 SubbYl 34 0 we 0 15 Gdlmd, LIL W 0 0 4% U% O 0 TOR,,,,! 34 0 COO 0 /CSI.Y Calculations approved by ACCA W meet all reauirements of Manual J 8th Ed. v---m� RIgM5,ftRUnly le -We Fm6 dvhu.W 3011FW1005]131 Aft XV/.Claunnlwn EnCRmRmWPoR& Cup xC, - Pe9e 10 ROB nwmv s.. o.w.,, 580x16 Ph... 301.292-4440 F,, 202-292. 1441 Ervallm..l.®w.,me.mn 1 e Mha u1 +wriowtsoft Right -M) Worksheet Job: 4%QRobb ST. ENwal gm Entire House Both: Beahmber3,2021 3 amnla9M ey Don sN.le 0.0 fl "g., WSM Industries Inc. Rle'n: Two Stary . 26 ft ROB nwmv s.. o.w.,, 580x16 Ph... 301.292-4440 F,, 202-292. 1441 Ervallm..l.®w.,me.mn 1 e Mha u1 x ENwal gm 15.0 n 5d4 1 3 amnla9M 0.0 n Cau"Y 0.0 fl "g., @ . 26 ft 12.6i 126�� 5 3113 HP fp Ty CmahmoldhIauM�R•F dl, 1auWerOmuwl IauMp vaV.dml 0 lal IRRR 151 Imnl Xxl Cod Glw. NP5 Xul Wal Gox NN5 Xul CeM e he lmisW 0.0% n 4.51 0.00 a 0 0 0 0 a 0 0 Flnvnl.waty 0.085 n 5.00 0.00 100 100 W) 0 0 0 0 0 2 Oblyd, aPaut. 0.500 n 25.10 0.00 0 0 0 0 0 0 0 0 W 15615,b1 0.050 a 4.51 0.00 0 0 0 0 0 0 0 0 1 W Idly Fm m1. M8 v 0.065 5.00 0.00 M 20 84 420 0 Fw i,w.,t 1/ 26a 25.00 he IS&ISM-4 OCR Fm mi. MM 1/ 0.005 w 0.00 0 0 0 0 0 0 0 0 291dnB olroNc 0.500 w 23.10 0.00 o a 0 0 0 o a 0 ��00 MM 0.30 w 50.05 0.00 o a 0 0 0 o a 0 F 12 O Bon 7.01 0.00 a 0 0 0 0 a 0 0 G 0.020 - 1.54 0.00 51 51 4e 0 1Y is6 241 0 F 21M521 0.020 1.54 0.00 0 0 0 0 0 0 0 0 61 gnEoervursmn 1 21 1 1of Em%aglWpin NO 0 1051 0 12 e) InfikwM1n Ek 250 0 b) FMnvan&ew 01 0 13 rnadgalft DooRmse M 10 •1R1,rmyWM, 0 dwnwm 6 m 13)MI Ol 1 1280 O Law 440,1211 told 0 0 0 0 Lawma 0 0 0 0 Sol RM Wn 0 0 0 0 14 SubbYl w 0 1200 0 15 Ptllwbe LIL W 0 0 4% 0% 0 lu+'IXgi RoebxN / IbI.Y Calculations aoomved by ACCA W meet all mouirements of Manual J BM Ed. RIglaS,fROnly le -We Fm6 dv4ue W x011 FW1000]131 Aft XVP ,ndwn Eng M mD)RM611. CupxC, - v.ea 11 nwmY 81_.o,w.,, W 8021 Ph... 3Wsaz4440 F,, 30a292.14aa Enwillm..l.®w.,ma.mn 1 n Mm dao-: +vidowtsoft Right -M) Worksheet Job: IWORobb 3T. E.ymmmll Entire House DOW eea.mber3,2011 3 P PogM0 y Donsteele 0.0 fl PR WSM Industries Inc. PPle'n: Two Stwy TO F 'Oft nwmY 81_.o,w.,, W 8021 Ph... 3Wsaz4440 F,, 30a292.14aa Enwillm..l.®w.,ma.mn 1 n Mm dao-: x E.ymmmll n om n 3 P PogM0 M1.0 n ,,IY 0.0 fl PR @ TO F 'Oft 46 i 20 n TY p 'p„Im`Ber I, (PIUMiLF (PLUMY) v t m) MI w pwn,d lel (Muhl Xxl Cod GPPs NM Xul Wal Gov NAPS Hkw CwJ e w lmis 4 0.0% n 4.31 0.00 a 0 0 0 0 a 0 0 rnnmm.wa v 0.085 n 5.00 0.00 0 0 0 0 0 0 0 0 30binp. aPaN,. 0.300 n 33.10 0.00 0 0 0 0 0 0 0 0 . w 15615,3,4 O.Ow a 4.31 0.00 0 0 0 0 0 0 0 0 1 W l—aty Fm m1. M8 v 0.055 5.00 0.00 0 0 0 0 0 w. w `GOCR Fw i,.41/ 3 35.00 Fm mi. MM 11 0.005 w 0.00 0 0 0 0 0 0 0 0 19np olraNc �11M 0.300 w 33.10 0.00 0 0 0 0 0 0 0 0 ��00 0.30 w 30.03 0.00 0 0 0 0 0 0 0 0 P 12 O 0.001 7.01 0.00 a 0 0 0 0 a 0 0 C ILcmllre.vme 0.030 - 1.51 0.00 40 49 T5 0 9 0 14 0 F 91M391 0.090 1.54 0.00 0 0 0 0 0 0 0 0 61 d/,Eax<uma 1 21 1 1of Eomme CmRn n o 14 0 12 e) InfikaM1n 0 a 0 b) amnwn&hlw 0i 1 01 13 mmwln.. nti® M 01 Nd, RpewimM 0 bwl(Inas e to l3)0 30 t0 Law mft llo.e 0 0 LOWTUSAx o 0 0 0 rmameuUm o 0 0 0 u sud3ul 15 0 u o 15 Gtllwde L% 0u 0 0 4% 0% O 0 TOR ,,,,w! 76 0 14 0 wn.m/talo Calculations approved by ACCA W meet all reauirements of Manual J 8th Ed. v---m� RIgMS,ftRUnas ly 3011 FW100Cap1 XV/. ,nnlwn EnCRmRmWRM59,. Cup Cale -W8 Fm6 dv4ue W - Cap 12 nwmy St.,Dhm, W 8021 Ph... 330-M4440 F,, 300383.1444 Enalau.l.ayw.,mX.mn 1 R Mrha E.ymmmll +wriyiltalow Right -,19) Worksheet Jab: 0500RobbeT. m Entire House oat: peexnber3,2031 9.0 fl ey: Don sisals F 66^anly WSM Industries Inc. Plan: Two Story nwmy St.,Dhm, W 8021 Ph... 330-M4440 F,, 300383.1444 Enalau.l.ayw.,mX.mn 1 R Mrha E.ymmmll oNO n n 3 3 RmnlapM .o X 6 1m 9.0 fl @ F 66^anly i 55 PRwm Ty CWor,owp (PIUMiLF (PLUMY) v'p.nm°dl, m) BNP5 MI n"'p•X, n."I, (ft) nehl Xxl Cod Gw Pew Wal Gov NP5 Pew CwJ e w imisW 0.0% n 4.31 0.00 a 0 0 0 0 a 0 0 Flmvnl.wa v 0.035 n 5.00 0.00 0 0 0 0 0 0 0 0 2 Rain, Crchn. 0.300 n 33.10 0.00 0 0 0 0 0 0 0 0 . w 15615w3,X 0.(w a 4.31 0.00 0 0 0 0 0 0 0 0 1 30 I�ity Fm m3. M 861/ 0.055 5.00 0.00 0 0 M 4d 230 6 w `G000 Pon i,M. t/ 35.00 Pon mi. M 0111 0.005 w 0.00 0 0 0 0 0 0 0 0 303tnp. olroNc 0.300 w 30.10 0.00 o a 0 0 0 o a 0 ��0011140 0.30 w 30.03 0.00 o a 0 0 0 o a 0 P 12 O 0.001 7.01 0.00 a 0 0 0 0 a 0 0 C 0.030 - 1.51 0.00 33 33 35 0 M M 55 0 F 31M30 0.030 1.54 0.00 0 0 0 0 0 0 0 0 61 o)MDaxvumw I I I 1 21 1 1of Envelme CmRn 35 0 355 0 12 e) IMSnM1n o )10 of on 0i 1 01 newln.. nbax She 01 01 01 of µRp5.a'nchamer 1 1 1 i 1 f M.el Lew a to 13)30 o f I... aft,nd OR 0 0 0 0 I.x ma o 0 0 0 rmamlt on o 0 0 0 14 Sueone 35 0 305 0 15 Cullom, .0% W 0 0 4% 0% 0 UmHRCBRAM,df CSI.Y Calculations approved by ACCA to meet all mouirements of Manual J 8th Ed. 3121 3011FW100 Aft RIgMS,ftmUnly lFm6 dvhwPath1 XV/.Cleunnw ln EnwgmRmWRM,& CupnC•e-We W - pe 13 Roo n,dw,v s., Dwm,, W Won Ph... 303-M-4440 F,, 302-292. 14 14 Enval ddm eidw nd.mn 1 Ram vre Abl Bed +wriyhtsoR' Worksheet Job: e50o Robnsi. i o H Entire House Entire Dere: DeombeB, zo2, 3 P Pugh 09n DOG Steels 0.0 fl � WSM Industries Inc. PIB'n: Two dealer F 16.6 ft Roo n,dw,v s., Dwm,, W Won Ph... 303-M-4440 F,, 302-292. 14 14 Enval ddm eidw nd.mn 1 Ram vre Abl Bed Xa51 Ly 2 EgmNwbl 29.5 fl " fl 3 P Pugh 0.0 X hco"y 0.0 fl � @ F 16.6 ft 10i 9B 5 217,0 HP 98.0 fp TS G Lead!) Ixw�iLF IGwe•) v'd p•,Im`0, m1 an°p•Inma), (X) (5hh Xxl Cod Gim, NP5 Choi Wal Gose NP5 Choi Coo e he 156uW4 0.0% n 4.31 0.00 a 0 0 0 0 a 0 0 rhOmm.wat1/ 0.055 n 5.00 0.00 0 0 0 0 0 0 0 0 20bIn6 Craut, 0.300 n 23.10 0.00 0 0 0 0 0 0 0 0 W 158-15wb4 O.OW a 4.31 0.00 0 0 0 0 0 0 0 0 1 W 1�11y Fnn m5. wde v 0.055 5.00 0.00 0 0 0 0 0 w `Ghe Fw i,.A 1/ 25.00 158.15,3,4 O C 9 1r nm mi. MM 11 0.005 w 0.00 124 105 541 0 84 as %0 0 2abin, OrOdht 0.300 w 23.10 0.00 8 0 370 0 le 0 320 0 I -G 0.380 w 30.03 0.00 0 0 0 0 0 0 0 0 ---0-001100 P 12 A Boo 7.01 0.00 a 0 0 0 0 a 0 0 C 0.020 - 1.54 0.00 317 217 334 0 W 05 151 0 F 21M321 0.020 1.54 0.00 0 0 0 0 0 0 0 0 61 o)AMer<brslon 1 o of Eomme Coal2W4 0 561 0 12 e) IhSnM1n SB9 210 0 b) FRwnwnMRw 01 01 n,Iwln, ishe 230 0 •pewi�wdn., p O wel lines e to 13)10 01 I.«mne OR o 0 0 0 lb Wn o 0 0 0 14 subbYl MU 0 ion 0 15 Gtllwd• .0% 0% 0 0 4% Be 0 0 xly.ewxm/4alu Calculations aoomve l by ACCA W meet all mouirements of Manual J 8th Ed. 2011 FW100 RIgNS,ftm Unn Aft oft ly lOne1 CVL ,nnw ln EnCRm,,mW PON, Se Cupe•e - We Fvd dvhue W - One 14 Clue nwmY&t.o.w.,,W&1216 Ph... 3OP-M4440 F,. 300292 14 4 1 Enwill mu.l.a,mhnu.mn 1 R Mm Mefl OM +vidowtspR' Right -M) Worksheet Job: IWORobb 3T. E,p,md9XI Entire House DOW Dea.mber3,2021 3 P PogM UX 4.0 fl hm� WSM Industries Inc. PPle'n: T.Sstory II F 210.M1 ft Clue nwmY&t.o.w.,,W&1216 Ph... 3OP-M4440 F,. 300292 14 4 1 Enwill mu.l.a,mhnu.mn 1 R Mm Mefl OM CwMbapn 2 E,p,md9XI 31.5 flb.0 fl 3 P PogM 0.0 n ,,IY 4.0 fl hm� @ F 210.M1 ft 10i 1006 aa.nml dl, IauM��•F IauMpv B 1&1 OR w�PoOrmuwlr Ifll Im01 Xxl Cod Gim, NM Xul Wal Gass N9P5 Xul CwJ R W I5015a 0.0% n 4]1 0.00 a a 0 0 111 11e Wa 0 rnnmm.Mat1/ 0.065 n 5.00 0.00 0 0 0 0 0 0 0 0 20binp. alaN,. 0.100 n 21.10 0.00 0 0 0 0 0 0 0 0 W 15615wb1 O.OW a 4.31 0.00 0 0 0 0 111 154 20T 0 1 W l-a1y Fnn m6. M 661/ 0.065 5.00 0.00 151 104 0 0 0 R,Ime `G001 Fw mi, 4t/ 310 25.00 Doc 6 10 0 30 1 164 70 Fm mi. M 0111 0.005 w 0.00 0 0 0 0 0 0 2 a�np. olraNc 0.300 w 23.10 0.00 0 0 0 0 0 0 0 0 ��00 1110 0.30 w 30.03 0.00 0 0 0 0 0 0 0 0 P 12 O 0.001 7.01 0.00 a 0 0 0 0 a 0 0 C 0.020 - 1.51 0.00 211 211 =4 0 0 0 0 0 F 21M321 0.020 1.54 0.00 0 0 0 0 1085 1005 1671 0 61 gnEoereummn 1 21 1 1of Ewrebaa lCaRn 1875 0 4066 0 12 e) lnNnAoI 6ID a 0 b) FRornwifflihm 01 13 mme,ln,M 001 •pprwimNdn., 1 eh,Mel (lnx e to 13)0 40e0 1 Loss m0ellOR o 0 0 Jxacanmr o 0 0 0 rmaameulan o 0 0 0 14 1uCtRI 287 0 4006 0 15 Gdlmd, LI4 W 0 0 4% 0% 0 0 lu+'IXgi BoebxN /CSI.Y Calculations approved by ACCA W meet all reauirements of Manual J 8th Ed. RIgM5ufmUnly le -We Fm&dv4ue W 2011 FW1001]131 Aft XVT.Claunnlwn EnRmRmWRM5&I. Cup xC, - Ppe 15 on Bereamay s., Dam,, m WQ16 Ph... 303-M-4440 Fa. 302-292. 1144 Ennal dome5mill wm 1 N.mea Rwm Old, +wrightask Right.118®Form J1 Job: tWORObbsr. di road id Bni vol Entire House Chl D6a.mber3.2021 3 Ctlliq Wlnlenfl Gm,W noes139F0 Don st.a. �n 8.0 fl 440.0 IM WSM Industries Inc. TM'OStarr on Bereamay s., Dam,, m WQ16 Ph... 303-M-4440 Fa. 302-292. 1144 Ennal dome5mill wm 1 N.mea Rwm Ed6reeww Bed 2 di road id Bni vol .4 .0 fl 23.0 fl 3 Ctlliq Wlnlenfl Gm,W noes139F0 &7 ft 055.0 fe 8.0 fl 440.0 IM 0 Rewna w+IFp and Planar Plan Aide Sl ope( Coll Slope (aeOJ and dimes Ceiling Area 18VR) TYwnAhead XPA do Plan fien, " BBila Fapawm N mEer Faee and",XeNdp Lw9N CIO, BCIp LLIp Xeetllq Lila e Wel 11815131 in ul am 118 900 0 0 0 a Well Pon vna.Maty BOB 0.0481 9939 0 94 4M o `f 2mand, dhow. in =10 0.0 18 416 0 0 0 0 Wel 15615a3W a 431 a.ad 181 lm o 0 0 0 12-W II Fm add. hind e in 1 &W odw 4241 1019 a 0 0 o Ical.eFw doel �had +r LalW' 2-w Fl%m mi. MM lr SW a.a0 858 95x0 a 100 9M0 0 9aKIhaNromt no 0.0 130 3003 0 m 2-1 0 II ---0G ON 11M. W WM 0.0 21 631 0 0 0 0 Will 12 p 7.01 0.0 939 IBM 0 0 0 a CMI Liu 0.0 105 1671 0 0 0 0 Filed 91M391 1.54 2-.M 1085 1671 0 0 0 0 Iofiloel Hmsn9 Lead U5 5011 450 flat WAR Who Imllawnl 028 Lesson maddMi InYnel EaBM 0 0 is Scona 0 0 19 c dFUnited 4mren4d d Cubm PyPbnm 0 0 0 0 e PImm 0 14 S,handa Bum lira 6Nmph 197000 9 0 0 M0 0 anMii & Ideal 0 01 0 0PLO � m,® 0 16 Nominal Load, KMCd 1510 IrlWnW INnMllketln Lw] cache 0 l TI 18 PIPLg Lmt 0 l 19 Shaddi W AEOE¢umiw&l.odm Madmelplaw Lwd 0 0 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. -FlAftXVe- --F��R RI9MSu6ebanly n oftla-WO Fiml dvhue W 9011 FW100BPenAClaunnlwnewpeaa45WRMh3,. meCem- Peae each Real Pit,o ,,,m el Ph... 909-M-4441) Fa. 3042519.4144 Ental Km.l.ay.,.,md.mrn 1 BamaMRoom aµnr,yy +wrightsisk Right.118®Form J1 Job; 4500ludd . y� Entire House pare: uea.mber B.mxt a Cmrie NllFyene Crwwep Nes lSapn Win �e 8.0 n 104.1) II` WSM Industries Inc. reinstall each Real Pit,o ,,,m el Ph... 909-M-4441) Fa. 3042519.4144 Ental Km.l.ay.,.,md.mrn 1 BamaMRoom CLI Cun x sal FM a upnaN will 2.5 n as n a Cmrie NllFyene Crwwep Nes lSapn Bo is ill If 8.0 n 104.1) II` Roam 1).,.,.,1 w (Ft) and Few Plan Area Pold) .aL uo slope mapl.ne oma, caoma Area ISORI TYwArmed X ed I Man India, stand Fapawm N mhe, Faea Lermh LnpN Clp. Xeetlnp SCIp LLIp Xeetliq BiIB Lila e will 1861513d in ill 0.0 0 a o 0 0 a lirw naL.xNeat if in aw 0.0 x 100 0 0 0 0 im an,all in =10 0.0 0 0 0 0 0 0 . wail 1561 al a aal a.a0 0 0 0 0 0 0 1 di ran had. wm in 1 5,00 1).a 0 o a 0 0 o Viell �m1r la:Fw 2 ideal di I no Voll as Find mi.M�1/ &M a.a o o a A 100 0 9 gi all no 0.0 0 o a 0 0 0 Hilo w Ww 0.0 0 o a 0 0 0 will 12C0.µ 1.01 0.0 0 a o 0 0 a CMI Cut 0.0 0 0 0 0 0 0 Ftr 210430 1.51 In 0 0 0 0 0 0 InfilheAan HmAnp Lwh(Bahl OSS M flat WAR WAR Imlleanl .m dial 0 028 med(eap InYnal andidde an 230 and SBM and 0 0 is 0 0 19 p pNslaFdMaker d CuttamWaae 0 0 0 0 Plan 0 0 td Sandi gum him fish 11 150 0 390 0 Do Eft & Ell O O O m I16 Vanillin Lmi KMCM1 Irl WInW HnMllkhtln i GelNey 0 l TI 18 paide Lm1 l 18 BlwvmHW 'A AEOE¢umim BLe,nl Mudm Mlpmedn Lmd 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Fl� v---F��R RIpMS,ftm lnly la0 0401 dvhue W FW1009pill HVAC1Gunnlwneaddivaa4nd(lik 1. mpnG - Ppee each Real Pit,o ,,, Co el Ph... 303se1-4440 Fa. 3042511.4144 Final Km.I.pg.,.Mnd.mm 1 Baddoih m On", r $ +wrightsisk Right.118®Form J1 Job: 450o RYbbsr. sal FM a upnaN we Entire House pare: eeaember B.mx1 3 Cw1ig Ht (Ft) ad China, Wel Anes lhi ronsteel. �R 8.0 n 88.0 Ir WSM Industries Inc. Teasel each Real Pit,o ,,, Co el Ph... 303se1-4440 Fa. 3042511.4144 Final Km.I.pg.,.Mnd.mm 1 Baddoih m Cited 2 sal FM a upnaN we 0Md1 .o n n 3 Cw1ig Ht (Ft) ad China, Wel Anes lhi o n 280.0 If 8.0 n 88.0 Ir w Irp and Few Plan Area Sh N e80resl�'ioreland dime, Ceiling mea LyR) TYwMArmed XRd I Man India stand Fapawm N mhen Fewe Lermh LapN Clp. Xeetlnp SCIp LLIp Heetliq Lila e wN 1861513/ in ill 0.0 0 a 0 0 0 a lirwwhid.r.eauv in aw 0.04a the o 0 0 0 2m an,all in =10 0.0 a 205 0 0 0 0 . wail 158.15 bd a 431 a.a0 0 0 0 0 0 0 1 di ran had. win in 1 xm O.a 0 o a 0 0 o Viell Fw �mn1r 2 ideal w.�II^� as And re(.MM 11 x510 0.0 o o a o 0 0 2 g all 2x10 0.0 0 o a 0 0 0 � 11100 w Ww 0.0 0 o a 0 0 0 hall 12 0. 7.01 0.0 0 a 0 0 0 a CMI Cut 0.0 0 0 0 0 0 0 Fan 21 1.51 a.a0 0 0 0 0 0 0 IMrIKaan Hmanp Lwd(Bahl OSS 120 a1 WAR WAR I®118am1 0 028 med(ewp InYnal an 230 d SBM 00 0 00 O is 19 p oMnadontrmren4andidde han d Cubm Pygal 0 0 0 0 Plan 0 0 td 1 BubMela Sum lira BNmph 12 523 0 0 0 Wnr Pit & Ell O O O O m I16 Vanillin Lmi KMCM1 Irl WInW Hniclilmn i Gamey 0 TI 18 PIp4gudd 18 BlwvmHW W AEOE¢umimflLe,enl Mudm Mlpmedn Lind 0 0 ` Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .1A RIpMS,ftm lnlyml0 2011 FW100B]133 HVACnnlwn leuEnurpeaa4FW RMb e,. mpCaa- Fnvrl dvhue W Phil Nam>al Ram dM°'u i�F wrighboR' Form J1 Job: 4500 Robb ST. +yma,p Entire Ho18V Entire HORSE pe1e: December 3.3021 3 CmaapwlFpandamea Wennalsdv0 ey: non Steele .0 n ta.e it - WSM Industries Inc. PeTwo Story sees Final Pit. Darm,, 283x16 PbOna: 303-M-4440 Fa. 304292 I 14 4 Panel Kholar.,.,ma.dead 1 Nam>al Ram eeaz CL' x mil FM a ed,,,d had 22.5 n i.5 n 3 CmaapwlFpandamea Wennalsdv0 a0 n 404.0 w .0 n ta.e it - 4 Raw o. wiry and Few Plan Arai hi a.aLo sopedlope toadl.ne oma, caom3 Area IsBRI ryp m Xs Ran Fapawm N mEer Faea and",XeNnp LadN CIO, BCIp LLIp Xeetliq Lilo e wail 188-15131 in ill 0.0 0 a 0 0 0 a .r�li ran wal v in fam 0.0 0 400 0 0 0 0 C 3manm, crow, in 3410 0.0 0 0 0 0 0 0 Wail 150nsaxd a 431 4.00 0 0 0 0 0 0 1alii ran ma. add min 1 s.m ba he 300 a 0 0 e Whal Pon �m 11 W.� as II ron.a. MM 11 xeo a.a0 0 o a o 0 0 ^� 9aenp.=Iromc Mil) a.a0 0 0 0 0 0 0 � nue w saw 0.0 0 0 0 0 0 0 Wal upon 7..01 am d 33 0 m Ido a Call aoaalure..Pn. Ls4 0.0 0 0 0 0 0 0 Ftr 21 CAR 1.00 0 0 0 0 0 0 InfiloeAan an_ Headed Lied mWbl (Mb OSS d3B Val WAR WAR 1®118.00 0 028 letern InYnal mahd" he JEaBM 00 0 00 0 is 19 c MwI1FGrithar d Cubm Pymal 0 0 0 0 PIUM 0 0 td 1 Seldom, gum idea has 13 1710 0 0 Wv1 ii & Ell 0 0 O O Im 16 Vandal Load, sadden le Ended he 117 WInW Recruitment Lw] Radical 0 T 18 PIP4g Lm1 18 Blwva,HW W AEOE¢umim Blema Mudm Mlpmedn"d 0 0 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. 3123 Allv---F��R RIghh u,bbanly la -We Flown[mil W 3071 FW100BPi HVAClalwn Fnmpeaa40WRMb31.mPCaea- Ppe4 unn sees m+e.wPit, Denied, , mfacto Ph... 909saz4441) Fa. 20a291.aa4a F own 1 Bamen Room Haul +wriorwast Right -AV Form J1 Job: 4%QRYbbsT. n Entire House ogre: Daa.mber B 2021 a (al ig to (Ft) ad Gen, Wel Asea al osNel. �R DOTMo 8.o n ;s4.0 Ww WSM Industries Inc. Sidar sees m+e.wPit, Denied, , mfacto Ph... 909saz4441) Fa. 20a291.aa4a F own 1 Bamen Room Haul start 2 sal Fed a upima Wal 0 n n a (al ig to (Ft) ad Gen, Wel Asea al &D R 160.0 1P 8.o n ;s4.0 Ww (Ft) and Flow Plan Ara leeFN a(Dad call Sldan op and oma. Ceiling Area (yR) TYpenH7M Phil son Indian BBiIO Fapnwm N mhe, Faee Lermh LenpR Clp. Xeatlnp SCIp LLIp Xeetliq Lilo e wail 153-15131 in u1 0.0 0 a 0 0 0 a Well ran evaly 1 0.00 0 0 0 0 0 L—f 2 m all in =10 0.0 0 0 0 0 0 0 Weil 160.16e9W a a91 a.a0 0 0 0 0 0 0 1aW II Fm and. Me in 1 sW od0 0 o a 0 0 o We'.R'll as Pllan vml. xN al 1/ SW a.ao 0 o a o 0 0 2p�ae. ohow. 2x10 a.ao 0 o a 0 0 0 `F—OG ow 1100 NO saw 0.0 0 o a 0 0 0 Weil 12 0. 1.01 0.0 0 a 0 0 0 a cal PdkoNure..Pn. LBa 0.0 0 0 0 0 0 0 Ftr 21 LS1 a.a0 0 0 0 0 0 0 Infildeam Howard oned"' h� OS6 0 sent WAR WAR allW1mp 0 0 Ej m.dleMp InYnel EOBM 0 0 Is 0 0 19 p DelsloAahrown4e 6 COao Pypbll 0 0 0 0 PImK 0 0 td addenda Sum him fish 12 0 0 0 0 Wnl Pit & Paul 0 0 0 O O m,® 16 Ventilation L,,& KMCM1n Irl Within HnMllketln Lw] GeINeY O T l 18 PIP4g Lm1 l 18 Bleadal W AEOE¢umim RLe,enl Mudm Mlpmon Lind 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -FlAft RIpM5,ftm lnly la0 Fnvrl dvhue W 2011 FW1000:us HVAC1Cunnlwn Fnurpeaa45Wildi re,Pam- PpeS sees Radial St, Dame,, m SOd?i Ph... 303saz-4440 Fa. 304222 I 14 4 Phial dame®mill dead 1 N.mha Room 'dWnm $ +wrightsisk Right -AV Form J1 Job: t5u0nobbsr. Runnlre Fe, a upneeh Wal Entire House pare: eadendia B. xoxt 3 gRland Bmawar Aae lsgrn OL oonsteele 8.0 n 48.0 14 WSM Industries Inc. r%'n: Teasel 1 sees Radial St, Dame,, m SOd?i Ph... 303saz-4440 Fa. 304222 I 14 4 Phial dame®mill dead 1 N.mha Room Entry lone x Runnlre Fe, a upneeh Wal 10.5 n n 3 gRland Bmawar Aae lsgrn a0 n 368.0 if 8.0 n 48.0 14 CF:rpo w lrp and law Plan Alan (Sold) 1 Coll Sl�'�.I and dimes Ceiling Area lFgR) TYFwawAhead XRd do Rusk di Red Fapam N mhe, Faee and",Xeehnp LmgN CIO, BCIp LLIp Xeatliq Lila e Wal 15s1513w in ill 0.0 0 a 0 0 0 a l wa daav in &W 0.00 0 0 0 0 0 BPon e many, crow, in =10 0.0 0 0 0 0 0 0 Weil 1511 a 431 an 0 0 0 0 0 0 1 di ran en. win in 1 s.m 0.a 0 o a 0 0 o yLll aw Find vnl. M al 1/ NO SW 0.0 8f 315 0 1N 350 0 9 gi olromc NO 3xi0 0.0 0 0 0 u tzar o Ills NO Wes 0.0 r ea 0 0 0 0 Wal 12c 7.01 0.0 0 a 0 0 0 a Call amooalure..Pn. CM 0.0 0 0 0 0 0 0 Ftr e1 LS1 an 0 0 0 0 0 0 InfildeAan liming bed(Bhlla OSS 310 E6a1 WAR WAR mtlawn) 11 028 Indian ma_ InYnel ma w 2RD and SBM ad dohed18Mp and 00 0 00 0 is 19 p pmadinnMaill, han d Cxhhonl tame 0 0 0 0 Phil 0 0 td Shoal gum lira 6NmpM1 13 1156 0 31" 0 Ead Ei & Poll 0 0 O O Im 16 Nomili Load, sAmCoon is Ill as Irl WIianNnMllkhtln Lw] chiral 0 TI 18 PIP4g Lm1 18 Blwseli W AEOE¢umim BleMl Madm Mlpmon Load 0 0 Calculations approved by ACCA to meet all mauirements of Manual J 8th Ed. -Fl3123 Aft RIpMSUXenanly la02e FmO dvhme W 3071 FW1006Pi XVAClaunnlwn Enurpeaa45W RM691. rvpwCon - PpeB heads m,eavm.. o.nd,, m South Ph... 309saz-4440 Fa. 90a2au.4ua Final damnedest dead 1 "hod"'Room Old, or Y +wrightsok Right -AV Form J1 Job; 45011Robbsr. 1fa.a+6 Entire House ogre: oea.mber B.mxt a Gmav Wowea lsdpo DOosNel. �R e.0 n 2M.01a WSM Industries Inc. Twolibav heads m,eavm.. o.nd,, m South Ph... 309saz-4440 Fa. 90a2au.4ua Final damnedest dead 1 "hod"'Room aim.n pwn x Real FM a EapnaN hal .0 n n a Gmav Wowea lsdpo o n 572.0 if e.0 n 2M.01a (lbpogF)end Chansons Irp and Flow Plan area lheRl u.aro Sl�aiceo l and oma. Ceiling mea lFgR) TYFwaArm XRd or ens, none do stand Fapawm N mEe, Faee Legh LadN Clp, Xeetlnp SCIp LLIp Xeetliq Lila e will ISE -1513i in u1 0.0 0 a 0 0 0 a llend naL.xNeat if in &W 0.00 0 0 0 0 0 im an,all in =10 0.0 0 0 0 0 0 0 wail 150ASa9W a 491 4.00 0 0 0 0 0 0 1aW II Rm add. wow in I sow oils 0 o a 0 0 o Violl 5`ad Pon wo, had +r 2 Ideal di I no mo Vol� as I rnd.re5. wawv &M 0.0 o a o 0 0 ^� 2Ill all no a.ao 0 o a 0 0 0 � till w Ww 0.0 0 o a 0 0 0 will 12 p 7.01 0.0 IN "a 0 58 M a c l amdoaure..Pn. L8t 0.0 0 0 0 0 0 0 Ftr 21 LS1 4.00 0 0 0 0 0 0 InfildeAai Howard Lwd final OSS 950 a1 WAR WAR lardand ma_ InYnel dohedlhwp ma w 230 dSBM ad 00 0 00 O is 19 c pNsloFntaker 5 Cxionn lenge 0 0 0 0 PImK 0 0 td 1 Shearson gum him fish 1221230 �0 Pont of 01 0 O �islm 16 Vm1ma Lida, KMCM1n is Ill as Irl WInW turnlikhtln Lw] Gamay 0 T 18 PIp4g Lm1 18 BlwvmHW W AEOE¢umim BLdowt Mudm Mlpmlim Lind 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Aft RIpMS,ftm lnly Can 0d0I dvh150 W 9071 FW100B]139 oft HVACleunnlwn Fnurpeaa45W Fields Set . mpCaow- Peel sees bd.+v St,o a,, W 80216 Ph... 303-M-4440 Fa. 30a2e9.dua Phial dama.Ildmil dead 1 wm.a Room On",$ de $ +Wdovisok Right -AV Form J1 Job: 4%QRYbbsr. 11 Red a up,i hal Entire House Deere: De6pensidd .mxt Canning Cg Ft IF ad uWal Ali hi y Deansteele ele'n: 8.0 n 300.0 W WSM Industries Inc. RTMast r sees bd.+v St,o a,, W 80216 Ph... 303-M-4440 Fa. 30a2e9.dua Phial dama.Ildmil dead 1 wm.a Room WN ""122 11 Red a up,i hal 0 n 35 n Canning Cg Ft IF ad uWal Ali hi Ao n 86.0 if 8.0 n 300.0 W 4 Flow Alan Raw nn, (Ft) and nma 1 a.aro Slope (Deg and dime, Ceiling Area lFgR) TYFwa HTIA Ahead do Rusk human Rod Fapawm N mhe, Faee h and",XeNhp i I CIO, BCIp LLIp Xeetliq Lila e will 18p1913o4 in u1 a.a0 0 a 0 0 0 a llend nap.xNeaty in &W 0.00 0 0 0 0 0 im end, crow. in =10 0.0 0 0 0 0 0 0 . wail 16e16 b4 a 431 an 0 0 0 0 0 0 1 di ran add. win in I ew (.a 0 o a 0 0 o Vftl Fw �m+r W.�II^� as Finn mi. wawv &W a.w o o a o 0 0 9phdp. dlroNc Mil) a.a0 0 o a 0 0 0 � Ills w win 0.0 0 o a 0 0 0 will 12 0. 7.01 0.0 0 a 0 a 188 a ON PAdpaure..Pn. CM 0.0 0 0 0 0 0 0 Ftr 21 IN an 0 0 0 0 0 0 InfiloeAm HmAnp Lied (Bhlhl OS6 0 Efla1 WAR WAR ShiaIW 16Wh� 0 0 nation mnd16wn1 InYnal dpW BM 00 0 00 O is 19 p DmadinnMa�n 6 Cwwm4yp ll 0 0 0 0 PIUM 0 0 14 SheMela gum line 6Nmph 13 00 10 Wel 0 0 0 O ,n ,® KMCin Irl WInW NnMllkhtln Lw] GeINeY 0 T 18 PIp4g Lm1 19 channel W AEOE¢umim BleMl Mudm Mlpmon Load 0 0 ` Calculations approved by ACCA to meet all mauirements of Manual J 8th Ed. 3123 .1A oaa-rrp--F�p�o1�[� RIpM5,ftm Unlym-3071 FW100BPi XVonunnlwn Fnurpe5W1 aa4Re . mpCon IaWe Fm6 dvhua W - PpeB each wovav St, parvar,Call Sel Ph... 303-M-4441) Fay' 30Y2c 1144 isdalbuale®vmiM.ovn 1 Nhm.a Room Old, +ledortssk Right.118®Form J1 lob: 450o Roensr. a,si ,s Entire House ogre: Chagrin B.mxt 3 IIF0end8mv Wel A,misgra y DOnsteele els'n: 8.0 n 180.0 Ir WSM Industries Inc. RTwo Stay 1 each wovav St, parvar,Call Sel Ph... 303-M-4441) Fay' 30Y2c 1144 isdalbuale®vmiM.ovn 1 Nhm.a Room Beal CL1 2 Bunniig FM a upnaN we 1. 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CM 0.0 198 313 0 m w o Ftr 21 1.51 an 0 0 0 0 0 0 Infilde5an liming Lead l OS5 330 VO flat WAR WAR Im110wn) nei Pan, 005 0 028 Indian med(il l InYnal ad and EaBM 00 0 00 0 is 19 o MaIIFGirlow d Oxhoni pal 0 0 0 0 PIUM 0 0 td 1 Sandi gum knee hil 11 1401 0 852 0 Iiii �isIm 16 Vmshi Lead!, KMCM1n So Ill his Irl WlnW ld rminmmn Lw] chiral O T 18 PIp4gudd 18 Blwsel W AEOE¢ureim BLe,nl MadreMlpmedn Lmd 0 0 ` Calculations approved by ACCA to meet all mauirements of Manual J 8th Ed. -Fl3123 .1A XVA iCaa-rrp--Fr_p�o1�[� RIpM5,ftm Unlyno OdDl dvhma 3011 FW100BPi nnlweWM nddi eaa45R53,.rvpCale- Wpe each avowal St, paner,Call Sel Phone909.RRJ441) Fay' 30Y2nc IYd Endial domeildmi ovn 1 Nemee Roam +ledortssk Right.118®Form J1 Job; tsuORobbsi. Rg FM a upnaN we Entire House Deere: candooddiandi a es r�gFpenduwvWoNs ey Dansteele 8.0 n 29.0rFOow WSM Industries Inc. R18'n: Typo Stay each avowal St, paner,Call Sel Phone909.RRJ441) Fay' 30Y2nc IYd Endial domeildmi ovn 1 Nemee Roam it x Rg FM a upnaN we uo n n a es r�gFpenduwvWoNs o n ua if 8.0 n 29.0rFOow lrp and Few Plan Aa Pold) CnLeSlp(ov TYwAimed XRd Rus, India, Ran Fapnwm N mhe, Faee and",XhNhp ued h CIO, BCIp LLIp Xeetliq Lila e Wal IM1513i in u1 0.0 0 a o 0 0 a .rill rid in s.ao 0.0 0 o a as 179 0 a zm and, crow, in =10 0.0 0 o a e M o Weil 19619 bd a a31 an 0 o a 0 0 0 1 di ran had. wmv 1 5,00 o.a 0 o a 0 0 o Viell Fw �m+r 2 ideal di I nil) w.� as II rnd.rel. MM 11 saw a.a0 0 o a o 0 0 ^� 9p�da alroolc no a.a0 0 o a 0 0 0 � Ills w sow 0.0 0 o a 0 0 0 Wal ace,. 7.01 0.0 0 a o 0 0 a cel amamure..Pn. CM 0.0 x 94 a e1 N 0 Ftr 21 LSI an 0 0 a 0 0 0 InfildeAm liming LwdlBWhl OSS 0 110 Efla1 WAR WAR aideIm118wn1 Indian m.dlswhl InYnal mhands pW BM 00 0 00 0 is 19 a MaIIFGirlow d Cubm Paphos¢ a 0 0 a PIUM 0 a td Sandi gum line BNmph 11 U 0 sh 0 Do ii & Ell 0 0 O 0 O Im 16 Vmshi Lead!, KMCM1n Irl WInWX lbotln Lw] GeINeY 0 T 18 PIp4gudd 18 Shea W W AEOE¢umimflLe,nl Mudm Mlpmedn Lmd a 0 ` Calculations approved by ACCA to meet all mauirements of Manual J 8th Ed. -Fl.1A XVA iCaa-rrp--F�p�o1�[� RIpMS,ftm Unlyno 0dDl dvhua FW100Pi nnlwneddi eaa45WM Rh9,.mpCele- Wpe 10 each wJmy St, Carvar,Call egi Fhone909.RRJaaO Fay' 302-2c 1144 Endialbuale®vmiM.ovn 1 NamaMRoom dWnm $ +wrightsisk Right.118®Form J1 Job: 4%QR0bbsr. Bunning FM a up,li we Entire House pare: eagembar B.mxt a Cw1igBmv Wel A,eslSaplJ y oabstanle els'n: 8.0 n Mdo Ir WSM Industries Inc. RTeasel 1 each wJmy St, Carvar,Call egi Fhone909.RRJaaO Fay' 302-2c 1144 Endialbuale®vmiM.ovn 1 NamaMRoom x Bunning FM a up,li we SLa t.0 n 35aa 1. n a Cw1igBmv Wel A,eslSaplJ Bo n ill if 8.0 n Mdo Ir 4 CHIIFtIend Raw IFP and FewPlan Aide Si a(pun+ 1 an�Lgsmp m )and groes Ceiling Area laOR) TYwMAimed XRd Rus, India, Ran Fapawm N mEe, Fewe and",XhNnp ued h CIO, BCIp LLIp Xeatliq Lila e wN 18615131 in ill 0.0 0 a o 0 0 a Well rim vnl.Maty iW 0.010 Boo 0 0 0 0 L—f im an,crow. in =10 0.0 0 0 0 0 0 0 . wail I561al a a91 an 0 0 0 0 0 0 1eIW l ran had. wmv 1 sin o.00 20 too a 100 am o 2 ideal di I nil) w.� as II rnd.rel. MM 11 saw a.ao 0 o a o 0 0 ^� 2ill olromc ilio a.ao 0 o a 0 0 0 � Ills w WW 0.0 0 o a 0 0 0 wN 12 0. 7.01 0.0 0 a o 0 0 a CMI CM 0.0 91 48 0 1w Ni o Fan 21 LSt an 0 0 0 0 0 0 Infildeaan liming Lead OSS 299 250 flat WAR WAR Imllawnl nei has 005 0 028 Indian med(il l InYnal BM 00 0 is 19 p �ad fnihniber hen d Gianni al 0 0 e pink 0 td Session gum him high 11 O!0 0 lado 0 Ead Ei & Phil 0 0 0 o m,® KMCM1n le Ill his Irl WInW XnMllketln Lw] chiral 0 T 18 plp4gudd 18 Blwsel 'A AEOE¢umim&Calm Mu mMlpmiw Lmd o 0 ` Calculations approved by ACCA to meet all mauirements of Manual J 8th Ed. -Fl 202 .1A RpM I5,ftm Unly la0 0dDl p.eo 11 dvhma W FW100B]139 XVAgcunnl.nn Fnr.rp,®.a\aEm Rnmsl. mpmca - sees rve aYm.. o.,,d,, m So11n Ph... 909sp1-4440 Fa. 9042511.4144 Final mml.ay.,.Mnd.ead 1 Nhm.a Room Old, +wrightsisk Right -AV Form J1 Job; 450014 sr. 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Me6v 1 sW od0 0 o a 0 0 o 2 ideal di I no We'.9'll as Fnd vap. xtl al lr SW a.ao 0 o a o 0 0 9p�ea all no a.ao 0 o a 0 0 0 `BOG ow nld NO Ww 0.0 0 o a 0 0 0 will 12 0. 7.01 0.0 0 a 0 0 0 a CMI Mevoing'al 154 0.0 de 78 0 0 14 o Ftr 21 LS1 a.a0 0 0 0 0 0 0 InfildeAm HmAnp and" h� OS9 0 cat WAR WAR W1mp 0 0 028 Ej mndl9Mp InYnel BM 0 0 is ker 0 0 19 c d Cmbm Wal 0 0 0 0 PImK 0 0 td 1 sudand, sum him fish 11 75 0 14 0 Im 16 Ventilation Leman KMCM1n Irl Withal tfedhd meds Le] GeINeY o T 18 PIP4g Led 19 channel W AEOE¢umimflLdom Mudm Mlpmlim Lind 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Fl 1--I1FW0Po:1AfteRpM5,ftm nlym0 Pool 2 unnwnddemaa4FWReAbA CalFnndvhue W sees meaYm.. o.nd,, m So11n Ph... 303saz-4440 Fa. 3043511.4144 Final Kwl.ap gMna.ead d NemeMRoom Old, +wrightsisk Right -AV Form J1 Job; 450014 sr. Real FM a coolant had Entire House Deere: Candernbei 3 Crus Wenl3aPn a CwdRedand win �R 8.0 n 95.0 Wun WSM Industries Inc. reinstall sees meaYm.. o.nd,, m So11n Ph... 303saz-4440 Fa. 3043511.4144 Final Kwl.ap gMna.ead d NemeMRoom x Real FM a coolant had o n SIC n 3 Crus Wenl3aPn a CwdRedand Bo R 130.0 1P 8.0 n 95.0 Wun CHgFnend (Ft) and Flow Plan Area leeFN caro Slope (Dag and oma. Ceiling Area (aoR) TYFwMArm XRd or son im, do stand Fapawm N mEe, Faee Legh LapR Clp. Xeetlnp SCIp LLIp Xeetliq Lilo e will 18D19130,4 in 141 0.0 0 a 0 0 0 a Well Flm va.Maty iW 0.00 0 0 0 0 0 L—f 2mand, all in =10 0.0 0 0 0 0 0 0 . will 15oliel a 431 a.a0 0 0 0 0 0 0 1aW II Fm m3. Me6v 1 sW od0 0 o a 44 nNO o 2 ideal di I no W.�II^� as Finn mi. wawv &M a.ao 0 o a o 0 0 9p�ea all no a.ao 0 o a 0 0 0 � nls NO Ww 0.0 0 o a 0 0 0 will 12 0. 1.01 0.0 0 a o 0 0 a CMI AIEddMling'al Cut 0.0 M 35 0 a 0 Ftr 21 LS1 a.a0 0 0 0 0 0 0 Infilde5m HmSnp and" h� OSS 0 110 cat WAR WAR 18 nl Arad eMnl InYnel BM 00 0 00 0 is ker 19 c d Cwbm Wane 0 0 0 0 PImK 0 0 14 Sudan, gum him fish 13 350 Ro Wal 0 0 0 o ,n ,® 16 Ventilation Leman KMCM1n Irl Withal Nedhdomtln Le] GeINeY o T 18 PIP4g Led 19 channel W AEOE¢umim RLdom Mudm Mlpmlim Lind 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -FlAft RIpMS,ftm lnly Can 0d01 dvhue W 3011 FW1003]133 oft XVACleunnlwn EnWp ,, WRel led . mpCam- Pepe 13 Bids wJwal SL,Darvar, W WQ1e Ph... 303-M-4440 Faa' 301292/144 Ennal domeh5mi dead 1 Nemed Room Old, +wrightask Right.118®Form J1 Job; 49010Robli handle FM a Boni vol Entire House pare: eaa.mbar9.2021 a Cw1ipH dFQ,,d Crw Wonoes l9pvn Dodi sNal. �N 8.0 n 338.5 Ir WSM Industries Inc. 7Wo5karr Bids wJwal SL,Darvar, W WQ1e Ph... 303-M-4440 Faa' 301292/144 Ennal domeh5mi dead 1 Nemed Room When Bed Ml 1p 2 handle FM a Boni vol n 110. n a Cw1ipH dFQ,,d Crw Wonoes l9pvn do n 423.0 If 8.0 n 338.5 Ir on, IRrand Planarar Plan Aide a l9 Raw Cll ,(PlanarPaid I Slop and dime, Ceiling Area lSIR) TYPenAlm XW or Bids fill ed BBil3 Fapnwm N mhe, Faee Ledh LapN Clp, Xeetlnp SCIp LLIp Heetliq Lila e will 11815 1 in ul 0.0 0 a 0 0 0 a Well Flm vn2.Maty BOB 0.00 0 0 0 0 0 L—f 2m an,crow. in 28.10 0.0 0 0 0 0 0 0 . will 150-15ill a 411 a.ad 0 0 0 0 0 0 1aIW l ran add. hind mv 1 sin odw 0 o a 0 0 o doel had +r l.e3ad Waall ll aw Illy—�-0 add mi. MMal 1r SW a.a0 1N 941 a N 9w o 2a�np. elroNc no a.a0 18 no a 18 970 0 ow 1100 w Ww 0.0 0 o a 0 0 0 will 12 0. 7.01 0.0 0 a o 0 0 a CMI L% 0.0 217 334 0 W 191 0 Ftr 21A,M 1.51 a.ad 0 0 0 0 0 0 InfiloeAan Fkal 4ed Bill l OS3 589 210 a1 WAR WAR Isllawnl .1 028 ma_ InYnal ma w 2eD and EaBM ad dohedl9Mp and 00 0 00 0 is 19 c MaIIFGalle, d Cwwm Ayaal 0 0 0 0 Plan 0 0 td SheMela gum hope high 12 an0 re0 Wel O 0 0 O �isIm 16 %omseden Ideal KMCM1 Irl WInW NmMllketln Lw] cache 0 l TI 18 PIm4g Lm1 18 Blwverl W AEOE¢umimflleMl Madmelignmm Load 0 0 ` Calculations approved by ACOA to meet all reauirements of Manual J 8th Ed. .1A RM Ip5eb u0anlya12071 FW1003]139 HVAClaunnlwFnmpeWM n aa49Rh 9,. one Can X2, Fnnl dvheea W - PepeW sees bd.+v St,o a,, Co SOd?i Phm.303- g-4440 Fa. 30 ]enc 4144 Phial shandleaval dead P Nadni Rmm On",$ el $ +wrightsisk Right -AV Form J1 Job: ts0onobbsr. �nioHid Entire House pare: eaa.mbar B. xoxt a uRland Bmv Walae l9apn OL oobsteele 4.0 n ii 1a WSM Industries Inc. r%'n: Twast sees bd.+v St,o a,, Co SOd?i Phm.303- g-4440 Fa. 30 ]enc 4144 Phial shandleaval dead P Nadni Rmm Mae BMa Chad shoe x sal FM a up,i wa 9v5 n lZ n a uRland Bmv Walae l9apn o0 n 41.0 if 4.0 n ii 1a CJbpo w lrp and Flow Plan Amo leoFN 0 Caro Sl�'�.I and dimes Ceiling Area lFgR) TYFwaw X71A Pan Fapam N mhe, Faee and",XeNnp LmgN CIO, BCIp LLIp Xeatliq LiIE e Wal lmnP ul 0.0 0 a o Pie silo a llPon wa aaav in sw 0.0 0 0 0 0 0 0 z many, crow, in =10 0.0 0 0 0 0 0 0 Whu 1511 a a.]l an 0 0 o 1" 909 0 1 di ran add. w,it v 1 sin 0.w Pad 821 a 0 0 o Vftl Fw �m+r to ,r0 W.� as I II rnd.ret. wawv saw am a 0 0 0 ^� 2 g dlromc Mil) 0.0 0 o a 0 0 0 � coo NO ]oro 0.0 0 o a 0 0 0 Wal 12c 7.01 0.0 0 a o 0 0 a Call amopalure..Pn. CM 0.0 911 9N 0 0 0 0 Fid, 21 Cost an 0 0 0 lead 1971 0 InfildeAan liming bed(Bhlhl OSS Eflat WAR WM mlladm) .1 0 028 Indian madlewp InYnel w dgw BM 0is 0 00 0 Shmadinnignix, 0 19 p �ad ia han nBnihisad d Cwnm Pyathnah 0 0 0 0 e PImK 0 td Sheehan eum line a NmpM1 11 25M 0 dwa 0 Ead Ei & Poll 0 0 O O Im 16 1 Nomili Load, sAmCes, le Ill as Irl WInWNmMllketln Lw] chliey 0 T 18 PIp4g Lm1 18 Blwmi W AEOE¢umim BleMl Mudm Mlpmon Load 0 0 Calculations approved by ACCA to meet all mauirements of Manual J 8th Ed. -FlAft RIpMS,ftm Unly 0 0dDl P dvhm0 W xw�FW100:]13] XVAClaunnlwn Enurpeaa45W RMa9l. rvpwCon la - pe i] J1 Form-WorksheetA Jeb. 6500RobbsT. WrIjtYSOiY Dere: Deeember3,2021 Entire House By: Dun SWele WSM Industries Inc. Han: rw0swry mm.i.®.,.,me.mm Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. `=!40�^!t sir0 08 31 26 aiemauRob u m.usal 20a a2 aof Rsu2sm w p,a,r A oft mom st HvnctGo.msoo F.um,®soaeR. mp ca mos Ws Fn Co. Supporting Detail Project Name: 4500 Robb SL Date: December 3, Address: 558 E. Castle Pines Pkwy #1 d 327, Castle Rock, CO. 80108 Phone: 303332-7208 Job ID: 4500 Robb ST. Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. `=!40�^!t sir0 08 31 26 aiemauRob u m.usal 20a a2 aof Rsu2sm w p,a,r A oft mom st HvnctGo.msoo F.um,®soaeR. mp ca mos Ws Fn Co. Worksheet A Location and Design Conditions Weather Location: Denver Stapleton, CO, US Elevation= 545 Latitude= 39 Indoor Conditions, Heating: DB= 70-F RH= 30% Indoor Conditions, Cooling: DS= 74-F RH= 50% Table 1 Conditions 99%D6= -7-F 1%DB= 94-F Grains Difference= 33 gr4b Daily Range= H Design Temperature Differences HTD= 77 -F CTD= 20 -F Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. `=!40�^!t sir0 08 31 26 aiemauRob u m.usal 20a a2 aof Rsu2sm w p,a,r A oft mom st HvnctGo.msoo F.um,®soaeR. mp ca mos Ws Fn Co. + wrightsoft Parts Order WSM Industries Inc. BILL TO Don Steele AOn: 5925 Broadway St. Denver, CO 80216 Phone: 303292-0440 Fax 303292-0444 Notes: mm.l.®.,.,1ae.ora 19:11;L�; Dan Steele Ann: 5925 Broadway St. Denver, CO 80216 Phone: 303292-0440 Fax 303292-0444 Order date Ordered by PurahaseorderN Date required Shi via Sm Part# Description Oty Total I Unit list Disc I Fxtension Job: 1500 Robb ST. Dale: December a, 2021 By: Don Steele Plan: Two every Order date Ordered by PurahaseorderN Date required Shi via Sm Part# Description Oty Total I Unit list Disc I Fxtension pieces price wrryrrbeachoye. 2MM FW1008:3125 RlgMbUbeV UnlVxea120=22.001 0.5128150 Ppe 1 oft HVAQ unnlmn Entemnee,50) Reach 51..me Ca" WS From Wxkae: W + wrightsoft Parts Pull Order WSM Industries Inc. BILL TO Don Steele AOn: 5925 Broadway St. Denver, CO 80216 Phone: 303292-0440 Fax 303292-0444 Notes: mm.l.®.,.,1ae.ora 19:11;L�; Dan Steele Ann: 5925 Broadway St. Denver, CO 80216 Phone: 303292-0440 Fax 303292-0444 Order date Orderex! by PumhaseorderN Date required Shi via Be Pa" Desodption Oty Total Pieces Oty issued Oty retuned Job: 1500 Robb 5T. 0 Dale: December a, 2021 By: Don Steele Plan: Two every Order date Orderex! by PumhaseorderN Date required Shi via Be Pa" Desodption Oty Total Pieces Oty issued Oty retuned 0 0 I wrryrrewcaMye. 3 FW1008:3125 RlgMbUbeV UnlVxu120=22.001 0.5128150 Ppe 1 oft HVAQ unnlmn EnumneeNSW Rotch 51..me Ca" MUS From Wxkae: W All existing Basel loca09ns and her are to remain a first floor. First Floor Job #: 4500 Robb ST. WSM IRdUStrl¢Si IDC. Scale: 1 : M Performed by Don Steele for: veoe 1 Sham, tame 59z Broadway St. penwuitibUiirvertal 2022 I 559 E Cade Pi Pkwy"i Dei CO 80216 22.001 RSUM150 Came FO,k, co. 80108 1301 Fm: 3012821111 2022-Fiss-1009:31:51 %wne: 303-M 7218 Fax. 3031 dit"Widami.Pom ...m Enidpnms115O3 Robb 51..r Second Floor CL Gl-� cu New Hydronic baseboard be alBrS. (rypmap Bad 3 Bed a LNB /7 wic Unil Mast Bed New Hytlronic baseboard eaters. (Typical) Lin O Job 8: 4500 Robb ST. Scale:1 : 86 WSM Industries Inc. rm Perfoed by Don Steele for: Page 2 SMM1rem Lma I 5925 Broatlway St RIanSuib®Univerml M22 559 E. Gtlb Pins Pkwy#943V Deaver, CO 80216 220.01 RSU261W Cala Rock, CO. 801ee Prone. 303202-0000 Fax: 303-1924434 2022-Fe0-1000:31:51 m PM1a:303332-4206 Fu: 303.215.1225 dsl8ele§nrsmind.conn ..on EnlamrimaW600 Robb St.r m Crawl Space Job #: 4500 Robb ST. Performed by Don Steele for: Shahmm Lame 558 E. Casa Rnex Pony MB 27 range k, CO, WIM Phone 3083824108 Fax: b>21SI225 WSM Industries Inc. 5925 Broatl y51. Denver, CO 80216 Phone. 3032524000 Fax: M0 2924440 WleaW�mind.xm Scale:1 :86 Page 3 RigMSui aOUniver®I M122 220.01 RSU261W 2022 -Feb -1000:31:51 i CITY OF WHEAT RIDGE _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ® (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: I10L f% Job Address: N) QQ Permit Number: 9-0190 17 Zi ❑ No one available for inspection: Time ' dG (i AM/PM Re -Inspection required: Yes ,No� When corrections have been made, call for re -inspection at 303-234-5933 Date: 11 ')119J. -Inspector: � ly" DO NOT REMOVE THIS NOTICE PERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge E -Res. Electrical Service Upgr PERMIT - 201802976 201802976 4500 Robb St 200 amp upgrade ISSUED: 11/09/2018 EXPIRES: 11/09/2019 *** CONTACTS *** OWNER (303)653-5071 STAROSKA JENNIFER SUB (303)261-2964 Jonathon Duran 090419 JD Powerline *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2408 / FRUITDALE, LEES, STONERIDGE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,250.00 FEES Total Valuation 0.00 Use Tax 47.25 Permit Fee 93.35 ** TOTAL ** 140.60 *** COMMENTS *** *** CONDITIONS *** Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. Work shall comply with 2012 IRC & 2017 NEC. Per IRC Sec. R314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. Tile permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinan4 9r regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Kimberly Cook a0l From: no-reply@ci.wheatridge.co.us Sent: Friday, November 9, 2018 12:41 PM To: CommDev Permits Subject: Online Form Submittal: Residential Electrical Service Change/Upgrade Permit Application Categories: Kim Residential Electrical Service Change/Upgrade Permit Application This application is exclusively for RESIDENTIAL ELECTRICAL SERVICE CHANGE OR UPGRADE (200 amps or less). YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for Yes electrical service change or upgrade - 200 amps or less? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Address Attach Credit Card Authorization Form - **DO NOT ATTACH RANDOM DOCUMENTS** 4500 Robb Street Ed McCoy Jenny Staroska 303-653-5071 Field not completed. JDP CC Auth.pdf CONTRACTOR INFORMATION 1 Contractor Business JD Powerline, LLC Name Contractor's License 090419 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-261-2964 Number (enter WITH dashes, eg 303-123-4567) Contractor Address 25875 Noah Ave Conifer, CO 80433 (Primary address of your business) Contractor Email Address jdpowerline@me.com Retype Contractor Email jdpowerline@me.com Address DESCRIPTION OF WORK Is this an electrical Upgrade service upgrade or change? Number of Amps 200 Location of House upgrade/change (garage, house, etc) Provide additional details, n/a if needed. Project Value (contract $2000.00 value or cost of ALL materials and labor) 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. 2 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 been Yes 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 Applying for Jon Duran Permit Email not displaying correctly? View it in your browser. %'TI-11 ♦ i CITY OF WHEAT RIDGE Building Inspection Division ~r (303) 234-5933 Inspection line r (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTJCE Inspection Type: _ C /JJ Job Address: 7~ Permit Number: c1 / 0 (.J f f _ ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: ;k Inspector. DO NOT REMOVE 'HIS NOTICE ♦ ♦ CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address: u Permit Number: S J ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No "When corrections have been made, call for re-inspection at 303-2345933 Date Inspector- 'DO NOT REMOV THIS NOTICE City of 'Wheat Ridge Residential Roofing PERMIT - 091550 PERMIT NO: 091550 ISSUED:: 08/24/2009 JOB >ADDRESS: 4500 ROBB ST EXPIRES: 02/20/2010 DESCRIPTION Reroof 10 sqs-for barn and shed CONTACTS owner 303/424-3447 Gary Shoemaker sub 303/425-3557 01-8840 Pace Roofing & Construction **.PARCEL INFO ZONECODE: UA ! .:USE: UA SUBDIVISION:- UA BLOCK/LOT#: 0/ **FEE SUMMARY ESTIMATED PROJECT : VALUATION: 6,553.56 FEES Permit Fee 181.10 Total Valuation - .00 Use. Tax 117.96 * TOTAL ...299:06:. Conditions: 6 nail installation & mid roof inspection required. Board sheathing spaced more than a 1/2 of an inch apart requires plywood overlay on entire roof. Ice and water shield required from eave edge to 2' inside exterior walls. Subject to field inspections. I hereby certify, that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions.' of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this appli 'on and that I assu 11 responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other appl cabat. Rid ~di an s, for work under this permit. Plans subject to field inspection. Signs ure of cont aowne :date 1. This permit was issued in accordance with the provisions set forth:. in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat: Ridge, Colorado or any.. other applicable ordinances of the City. 2 This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may.. be granted at the discretion of the Building Official. 3. If this permit expires„a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment. has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for anew permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive an approval of, any v olation of the provisions of the :building codes or any. other ordinance, laws. rule or regulation. All plan review sot to field inspections. Signature of C' f B lding.::Official 'date INSPECTIO REQUEST LINE: (303)234-5933 BUILDING OFFICE:: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS rDAY FOR sINSPECTION THE 'FOLLOWING BUSINESS DAY. FWHEgT~io City of Wheat Ridge Building Division m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 °ocoRao° Inspection Line: 303-234-5933 Building Permit ApplLcation Date: Plan Permit #:GIQ~ W Property Atidres': Property Owner (please print): S:> ~ 0 o yy\ a k)$! Phone: Mailing Address: (if different than property address) Address: City, State, Zip: ~ r Contractor: Contractor License Phone: Sub Contractors Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): w Construction Value: $ a 0 DQSCriptio0 of Work[' (as calculated per the Building Valuation Data sheet) Plan Review (due at time of submittal): $ Sq. Ft./L.Fadded: 11 Squares BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) PRINT NAME: SIGNATURE: Date: Bldg Valuation: ~oF""E?TRO City of Wheat Ridge Building Division m 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 cocoRao° Inspection Line: 303-234-5933 Date: Plan Permit Building Permit Appli ation Property Address: A , Property Owner (please print): S X OC> I/M 6_16,p Phone: Mailing Address: (if different than property address) Address: City, State, Contractor: Contractor License v C/ Phone: Sub 'Contractors: Electrical City License Company: Exp. Date: Use of space (description): Description of work: Mechanical City License Company: Exp. Date: Construction Value: $ , (as calculated per the Building Valuation Data s eat) Plan Review (due at time of submittal): $ Sq. Ft./L. Ft added:, Squares 0 BTU's Gallons Amps OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) PRINT NAME: SIGNATURE: Date: Plumbing City License Company Exp. Date: Bldg Valuation: City of Wheat Ridge Residential Roofing PERMIT - 091300 PERMIT NO: 091300ISSUED: 08/13/2009 JOB ADDRESS: 4500 ROBB ST 'EXPIRES: 02/09/2010 DESCRIPTION: Reroof x24.33, :.gutters,f down >spouts, ..paint and seal is ***CONTACTS owner 303/424-3447 Gary Shoemaker sub 303/425-3557 01-8840 Pace Roofing & Construction PARCEL :INFO ZONE CODE: UA - USE: UA' SUBDIVISION:.: UA BLOCK/LOT#: 0./ **FEE SUMMARY ESTIMATED PROJECT VALUATION: 15,783.72 FEES Permit Fee 253.90 Permit fee additiona 189.44 Total Valuation .00 sa}.c.~l`ZS Use Tax 185.67~k_'.(j TOTAL 629.01 Conditions: 6 nail installation mid-roof inspection required.' Board sheathing spaced more than `a 1/2 of an inch apart requires plywood overlay on entire roof. Ice and water shieldrequired from eave edge to 2' inside exterior: walls. Subject to field inspections. I hereby certify.. that the setback distances proposed by this permit application' are accurate, and do not violate applicable ordinances, rules or regulations of the City of !Wheat Ridge or covenants, easements or restrictions of record;'.. that all measurple shown, and allegations made are accurate;. that I have mead and agree to abide by all conditions printed on this applic +ht at I assume £ 1 responsibility for compliance with the Wheat. Ridge Building Code.(I.B.C) and all other. applic idge ' a ce ,:for work under this permit. Plans. subject to field inspection. Signat re of cbntractor o `.date 1. This permit was issued in accordance with the. provisions. set forth in your application. and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat.: Ridge, Colorado or any.. other applicable ordinances of the City.: 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, :-a new permit may be acquired for ..a fee ofone-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes'. have been or if suspension or abandonment exceeds one (1) year, .c. full fees "shall be paid for. a; new permit'. 4. No lwork of any manner shall be done that will change the. natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job.: 6. The,issuance of a permit or the approval of drawings and. specifications shall not be construed to be a permit for, nor an 'approval of, any violation of the provisions of the building codes or any tother ordinance, law, rule or regulation. All plan revia i s ject to field inspections. Signature of e uildmg. Official -.:date INSPECT N REQUEST LINE: (303)234-5933 BUILDING OFFICE::, (303)235-2855 ` REQUESTS :MUST. BE :MADE BY `3PM ANY. BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. oFw"E9j City of Wheat Ridge Building Division t,, m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 c o Inspection Line: 303-234-5933 OGORPO Building Permit Application Property Address3 Property Owner (please print): Mailing Address: (if different than property address) Address: Date: ~gla b~ Plan A- Permit A Phone: _::~>U --5- State, Contractor,: Contractor License r) F - Sab Contractors: Electrical City License Company: us 7a-c, -7 i - 3415- 7KZZ " Plumbing City License Mechanical City License Company Company: Exp. Date: Exp. Date: Exp. Date: Approval Approval: Approval: Use of space (description): ✓~/(tlir ~C P ~lytr t Construction Value: $ Description of work` np p (as calculated per the Building Valuation Data sheet) k t? 4 bLgt!>~ Plan Review (due at time of submittal): $ Sq-FC/L:F dded: Squares BTU's Gallons Amps OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that 1 have read and agree to abide by all conditions printed on this application and that I assume full responsibility. for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. 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C' -1-~ Q ~j paays e;e0 uope ;eA tiulp;;ng ay; gad polelnoleo se) ! ! ~l 7 ~l f I $ :anleA uogonulsuoo :ale( 'dxg :luedwo( asuaoll la!( leolueyoaW :ale( 'dx3 (uedwo( asuaoll Apo 6ulgwnld :31NVN 1NINd ='3NO 3072110 :Pappe l-~'l/'id 'bs s>tioM;o;uol;df~asap :(uogduosap)aoeds;o asn :ale( 'dx3 :Auedwo( asuaoll Al!( leouloal3 :sao;oej;uo( qnS asuaafjjo;3ej;uo3 117 r;f7 - 4E 0(4r-_~ :auoyd /-~~I~iS~ _ I C) :404aeJ;u00 :dlZ 'alels ' (31( :sseippy uey; )uejalypll) :ssajppy Bufifew :(;uud aseeld).IauMo A}Iado.ld :ssaifipy f4Jadoid :#;IwJad veld 0 : a;eo ££69-17£Z-£0£ :au!-i uogoedsu! 6Z68-L£Z-£0£ :XB=l . 558Z-9SZ-£0£ :901.40 ££008 00 'aBpib }eayM ' GAV 416Z 'M 009L uoRiA►(7 BLypilna eBp!b potIM;o Ai!C) odaolo /~11'3HM ~O uopeo!iddV;!woad Bu!pi!ne 7500 West 29th Avenue The City of Wheat Ridge, Colorado 80033 Wheat Telephone 303/235-2846 Ridge December 27. 2006 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the proper[y/properties as indicated below: PROPERTY OWNER(S): Citv of Wheat Ridee 7500 W 29`" Ave Wheat Ridge, CO 80033 OLD ADDRESS: 4500 Robb St Wheat Ridee CO 80033 NEW ADDRESS: 11210 W 45th Ave Wheat Ridee CO 80033 PARCEL NLTMBER(S): 39-212-00-044 & 39-212-07-010 LEGAL DESCRIPTION: SEE ATTACHED NOTES: Three properties currently share the same address (4500 Robb St.). This change of address effects the City of Wheat Ridge Public Works Maintenance Facility accessed from 45`h Avenue. The property identified by Parcel No. 39-212-00-045 will remain addressed 4500 Robb St. AUTHORIZED BY: (/-F~ DATE: 2'-i 6(C. c DISTRIBUTION: 1. Property Owner 2. Jefferson County Assessor, AT"I'N: Data Control, 100 Jefferson County Parkway, Golden, 80419 3. Jefferson County Mapping, ATTN: Addressing, 100 Jefferson County Parkway, Golden, 80419 4. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, 80033 5. Xcel Energy, ATTN: Correspondence, P.O. Box 840, Denver, 80201 6. Qwest Communications, Attn: Shirley Campbell, 12121 Grant Sffeet, Room 601, Thomton, CO 80241 7. Comcast, Attn: Jon Alvino, 6793 W. Canyon Ave., #13C, Littleton, CO 80128 5. Water District: Vallev 6. Sanitation Dish-ict: Fruitdale 7. Fire District: Arvada 8. Wheat Ridge Police Deparhnent 9. Wheat Ridge Planning Division 10. Wheat Ridge Building Division 11. Log File 12. Other: NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: °The Carnation City" DATE: VAsrv-ci-eng-0OlWaersAkfiel~Kathy~AdthuschangdPWShops.wpd ~ ~ A OO O O ~ A cn Q~ J O J J J o ~ Q INTRODUCED BY COUNCIL MEMBER xnTOT.a C ~ G Council Bill No. 24-2006 Ordinance No. 1377 V (C9 Series of 2006 TITLE: AN ORDINANCE PROVIDING FOR THE APPROVAL OF A ZONE CHANGE FT20M A-1, AGRICULTURE-ONE AND R-1, RESIDENTIAL-ONE TO PUBLIC FACILITIES ZONE DISTRICT FOR PROPERTY LOCATED AT 11210 W. 45th AVENUE (CASE NO. WZ-06-04) BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF WHEAT RIDGE, COLORADO THAT: Secrion 1. Upon application by the City of Wheat Ridge, approval of a zone change from A-1, Agriculture-One and R-1, Residential-One to Public Facilities zone district for property located at 11210 W. 45th Avenue and pursuant to the findings made based on testimony and evidence presented at a public hearing before the Wheat Ridge City Council, a zone change is approved for the following described land: LOT 1, HALL SUBDNISION, THIRD FILING. AND THE NORTH 250 FEET OF THE WEST ONE-HALF OF THE EAST TWO-THIRDS OF THE EAST ONE-HALF OF THE NE ONE-FOURTH SW ONE-FOURTH NW ONE-FOURTH OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., COUNTY OF JEFFERSON, STATE OF COLORADO. AND THE NORTH 250 FEET OF THE EAST ONE-HALF OF THE EAST TWO-THIRDS OF THE E ONE-HALF OF THE NE ONE-FOURTH SW ONE-FOURTH NW ONE- FOURTH OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST EXCEPT THE EAST 2 FEET THEREOF PREVIOUSLY CONVEYED BY DEED RECORDED IN BOOK 2183 AT PAGE 771, COUNTY OF JEFFERSON, STATE OF COLORADO. AND THAT PORTION OF THE WEST 255 FEET OF THE EAST HALF, NORTHWEST QUARTER OF SECTION 21, TOWHSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCII'AL MERIDIAN DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WEST LINE OF THE EAST HALF, NORTHWEST QUARTER OF SAID SECTION 21, SAID POINT BEING 1049.09 FEET NORTH OF THE SOUTH LINE OF THE EAST HALF, NORTHWEST QUARTER OF SAID SECTION 21; THENCE EASTERLY PARLLEL TO THE SOUTH LINE OF THE EAST HALF, NORTHWEST QUARTER OF SAID SECTION 21 A DISTANCE OF 255 FEET; THENCE NORTHERLY PARALLEL TO THE WEST LINE OF THE EAST HALF, NORTHWEST QUARTER OF SAID SECTION 21 A DISTANCE OF 310 FEET TO A POINT 710 FEET NORTH OF THE NORTH LINE OF THE COUNTY ROAD KNOWN AS THE NORTH GOLDEN AND DENVER ROAD OR WEST 44TH AVENUE; THENCE WESTERLY PARALLEL TO THE NORTH LINE OF SAID COUNTY ROAD A DISTANCE OF 255 FEET TO A POINT ON THE WEST LINE OF THE EAST HALF, NORTHWEST QUARTER OF SAID SECTION 21, THENCE SOUTHERLY ALpNG THE WEST LINE OF THE EAST HALF, NORTHWEST QUARTER OF SAID SECTION 21 A DISTANCE OF 310 FEET TO THE POINT OF BEGINNING, COUNTY OF JEFFERSON, STATE OF COLORADO. AND 'I'HAT PORTION OF THE EAST 2 FEET OF THE EAST HALF, NORTHEAST QUARTER SOUTHWEST QUARTER NORTHWEST QUARTER OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EAST LINE OF THE EAST HALF NORTHEAST QUARTER SOUTHWEST QUARTER NORTHWEST QUARTER OF SAID SECTION 21, SAID POINT BEING 1049.09 FEET NORTH OF THE SOUTH LINE OF SOUTHWEST QUARTER NORTHWEST QUARTER OF SAID SECTION 21, THENCE NORTHERLY ALONG THE EAST LINE OF THE EAST HALF NORTHEAST QUARTER SOUTHWEST QUARTER NORTHWEST QUARTER OF SAID SECTION 21 A DISTANCE OF 274.26 FEET TO THE NORTHEAST CORNER OF THE EAST HALF NORTHEAST QUARTER SOUTHWEST QUARTER NORTHWEST QUARTER OF SAID SECTION 21; THENCE WESTERLY ALONG THE NORTH LINE OF THE EAST HALF NORTHEAST QUARTER SOUTHWEST QUARTER NORTHWEST QUARTER OF SAID SECTION 21 A DISTANCE OF TWO FEET; THENCE SOUTHERLY PARALLEL TO THE EAST LINE OF THE EAST HALF NORTHEAST QUARTER SOUTHWEST QUARTER NORTHWEST QUARTER OF SAID SECTION 21 A DISTANCE OF 274.26 FEET TO A POINT 1049.09 FEET NORTH OF THE SOUTH LINE OF SOUTHWEST QUARTER NORTHWEST QUARTER OF SAID SECTION 21; THENCE EASTERLY A DISTANCE OF TWO FEET TO THE POINT OF BEGINNING, COUNTY OF JEFFERSON, STATE OF COLOI2AD0. Section 2. Vested Pronertv Riehts Approval of this zone change and Outline Development Plan does not create a vested property right. Vested property rights may only arise and accrue pursuant to the provisions of Section 26-121 of the Code of Laws of the City of Wheat Ridge. Section 3. Safetv Clause. The City of Wheat Ridge hereby finds, deternunes, and declares that this ordinance is promulgated under the general police power of the City of Wheat Ridge, that it is promulgated for the health, safety, and welfare of the public and that this ordinance is necessazy for the preservation of health and safety and for the protection of public convenience and welfaze. The City Council further determines that the ordinance beazs a rational relation to the proper legislative object sought to be attained. Secrion 4. Severabilitv. If any clause, sentence, pazagraph, or part of this Zoning Code or the application thereof to any person or circumstances shall for any reason be adjusted by a court of competent jurisdiction invalid, such judgment shall not affect application to other persons or circumstances. Secrion 5. Sunersession Clause. If any provision, requirements or standazd established by this Ordinance is found to conflict with similaz provisions, requirements or standazds found elsewhere in the Code of Laws of the City of Wheat Ridge, which aze in existence as of the date of adoption of this Ordinance, the provisions, requirements and standards here shall supersede and prevail. Section 6. This Ordinance shall take effect 15 days after final publication. INTRODUCED, READ, AND ADOPTED on first reading by a vote of 7_ to p on thisl lthday of Sentember , 2006, ordered published in full in a newspaper of general circulation in the City of Wheat Ridge and Public Hearing and consideration on final passage set far october 23 , 2006, at 7:00 o'clock p.m., in the Council Chambers, 7500 West 29 Ave-~ nue, Wheat Ridge, Colorado. READ, ADOPTED AND ORDERED PUBLISHED on second and final reading by a vote of 8_ to n , this 23,-d day of nctobor , 2006. SIGNED by the Mayor on this 24th day of october , 2006. / ~ ~ J DITU LIO, MAYOR A. EST: - Pamela Y. An er n, City C erk APPROVED AS TO FORM BY CITY ATTORNEY GERAL DAHL, CITY ATTORNEY DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 9072 BUILDING INSPECTION LINE - 303-234-5933 Date : 6/16/99 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 4500 ROBB ST Contractor License No. : Company : SIGNATURE OF UNDERSTANDING AND AGREEMENT certify that the setback distances proposed by this permit application are accurate, iot violate applicable ordinances, rules or regulations of the City of Wheat Ridge or ts, easements or restrictions of record; that all measurements shown, and allegations e accurate; that I have read and agree to abide by all conditions printed on this 8.C) aind and a aI otheapplIcable WheaittRidfor ge odnlancesWfoh whork underRhis p Bm~ding R)(CONTRACTOR) SIGNEV'_/~~~ DATE 7~ G~ sL` mescription : 4' to 5' chain link fence Phone : 424-5907 Phone : Construction Value : Permit Fee : Plan Review Fee : Use Tax: Total : $3,000.00 $83.25 $0.00 $75.00 $158.25 Use BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Complies wlfence regulations okay Occupancy: Electrical License No : Company : F,xpiration Date : Approval: (i) mis permit was issuetl in ' Regula6ons and Builtling (2) This permit shall expire if abantloned for a penod ol (3) If this pertnit expires, a ne ~ a g . full r, ceeds one (1) ye ex , (4) No work oF any manner sl . (5) Contrector shall notiy the I proceediingwithsuccess iasuance of a permtt Th , (s) e of the bding codes or a Walls of or Roof : Stories : Residential Units : Plumbing License No : Mechanical License No : Company: Company: Expiration Date : Expiration Date Approval : Approval : iN the provisions set forth in yopur application and is subject to the laws oF the State of Coloratlo antl to the Zoning t Ridye, Coloredo or any other applicable ordinances of the City. IIhorrzetl is not wmmenced within siMy (60) days from issue date or (B) the building authorizetl is suspendetl or be acquired for a tee of one-half the amount notmally requiretl, provided no changes have heen or will be made in the i suspension or abandonment has not ezceedetl one ('I) year. If changes are matle or if suspension or abandonment paid for a new permiL atwill change the naWral flow of water causing a tl2inage problem. ;ctor hventy-four (24) hours in advance for all inspections and shall receive written approval on inspeclion card before he job. I of tlrawings and specificalions shall not be construetl to be a permit for, nor an approval of, any violation of the prowsions ance, law, rule or regulahon. Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT Buiiding Permit Number : • BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 qPPLICATIo N Property Owner : Qo,.~ $f/pE/yff h/e/Z Property Address : yf ~v /~0~3V Phone :3a3 - ~1 `f Contractor License No. : Company : Phone: Jo,j-Z?~S-Zoo~ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrietions of rewrd; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this pertnit. (OWNER)(CONTRACTOR) SIGNE&/aLw7, ' ~ DATE O.c-+-m" Descriptian: C000 l.~ '~C~ Construction Value : ;J,ooz Permit Fee : r3•z6- Use Tax : 75,00 Total: Use: BUILDING DEPARTMENT USE ONLY ~ Approval Zoning : A cc~mp~ ~ SIC : ~C4- JtQC`S ~ U ~ Approval: Approval : Occupancy : Walls : Roof : Stories : ok RECoVED JUN '1. ri 1999 Electrical License No : Company : Plumbing License No : Company : Mechanical License No : Company: Expiration Date : Expiretion Date : Eicpiration Date : Approvai : Approval : Approval : (1) This permit was issuetl in acmrEance with ttie provisions set forth in yopur appiication and is suEject to Ne laws of the SWte of Coloratlo and to Me Zoning Regulations and Builtling Code of Wheat Ridge, Colo2do or any other applicable ordinances o( the CiN_ (2) Th is pertnit shall expire if (A) the work authonzetl is not wmmencetl within sixry (60) days from issue tlate or (B) the building authonzetl is suspended or abandonetl for a penod of 120 days. (3) If ihis pertnit expires, a new pertnit may be acquired for a fee of one-half Ne amount nortnally required, provided no changes have been or will be matle in the onginal plans and specifications and any suspension or abantlonment has not "ceeded one (1) year. If changes are matle or if suspension or abanEOnment exceeds one (1) year, lull fees shall be paid for a new permit. (4) No work of any manner shall be tlone ihat will change Ne nalural fiow of water wusing a d2inage pro6lem. (5) Contractor shall notiy the Builtling Inspector hventy -four (24) hours in advance Mr all inspections and shall receive written approval on inspection caM before proceediing with successJvC phases of the job. (6) The issuance of a peprrtt W Ne appro val of A2wings and spedfications shall not be consWetl to be a permit for, nor an approval of, any violation of the provisions ot the 6uilCing codg6ar;r(y oN~9oyipance, law, rule or regulalion. Chief Building 6 C 5h`, _ , . ~ ~ ~ ~ a Z ~z 3 w a M ti N ~ 3 Z r ~ O I 4 ~ I C~ ~ ~ r II v L, m Q I ~ ~ I ~ ~oFyi ~ Q ~ I ~ I ~ L Q) O I ~ N W I j h ~ mi I 3 ~ y______ - ____y ~ , , N ~ ~ _i h L, ,O£91 - S B9O2/ NI ti ~ ~ j y i ,a ~ o 1 °4^ I C li I y y \ lr ~ mm a, o ~ ry OA o ~ u ' u ~ a N N w~ 3 Y ~ m ~r O V M~ H P m U o, p a A o~ m y w d N ~ ~ m O d yj " un ° A d mm ~ . i x ° g~m n a mew m w ~ F o H o q ~ O F p q I ; i i -G-•~ t U 75ooWEST29thAVENUE DEPARTMENT OF GOMMUNITY DEVELOPMENT 234-5933 P.O.BOX638 BUILDING INSPECTION OIVISION PERMIT N0. MP93#3434 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SiGNED BY THE rH;EF BUILDING INSPECTOR ANC RECEIPTED BELOW. APPLICATION FOR MISCELLANEOUS PERMIT JOB ADDRESS OWNER 42c S" L, ✓ CONTRACTOR _l~~'~c r ADDRESS ADDRESS `T'SO 0 / n `C ~1 h b I PHONE _ ZIP CODE ~ CITY y6 L Gn ^d~K- ZIP CODE rJ CL~J 7Z3 CONTRACT PRICE 3 PHONE _LICENSE NO. I DATE 1. TVPE Ground❑ Woll❑ Proiectin{ 2 MATERIAL SIGNS 3. ILLUMINATION YOa❑ No❑ Typs 4. SET BACK FROM PROPERTY LME (SDKify whiM ia fronf ) INSPECTION TICKET JOB ADDRESS ~ ~ DATE: 3~ (5~ BLDG. PERMITN PERMITM BLDG. CONTR. SUBCONTRACTOR DATE INSP. REQ. TYPE OF INSP. INSPECTION MADE~3// REMARKS'!/ /L.- W W.R.FORM 618 ~ 5._ 0% OpenU Logt TAan 80% OMer 5 or D Foce Total SQUme Fsaf EIKf. Parmit No. Zons_ ADDrmed, Zom Inspeetor Hoiphf s_ e_ w zon•_ avwaw,zone Imp•eta 1 Q 0 ❑ DisopDroved OTHER STRULTURE, GIVIh'v DISTANCES FROM PRpPERTY LINES. \ Iy ~ I~ SPECIFY NORTM t ING HOUSES, STREETS, AND PROPERTV LINES; ONIRREGUTARlAT5,5HOW LEAST AVERAGE DISTANCE. BING; ELECTRICAI; MECHANICAL PERMIT M THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. I THE DATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN iHAT TIME. PLUMBING PERMIT MECHANICAL PERMIT TE LICENSE N0. ALUMINUM WIRE UNDERSIZE B ILLE6AL FLOOR BSM IST 2ND 3RD 4TH N0. FUEI:CirclsOne GoyplPropone E Sola 0 WATER CLASET FORCED AIR - BTU TEMPORARV METER WASH BOWL FqT WATER - BTU NEW SERVICE ° AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONINC-BTU IIGHTING SINK OTHER HEATING GARBAGE DISP REFpIGERATIpN SVSTEM POWER SU8-CIFCUITS WATER HEA7ER Refri eronl Group UTIUTY(RANGE,DISPOSER,ETC.) AUTO. WASHER PpwMs CAOr s FIXTURES DISH WASHER AUTOMATIC SPRINKLER SYSTEM WIRING MOTOFtS 6 CONTROLS FLOOR DRAIN EIEVATOR, SIGNS URINAL TRANSFORMERS B RECTFIERS SEWERS a~ ADDITION TO OlD WORK OTHER ` MOTORS OVER I HP TOTAL FI%TURES I hareby acMnowledpe that this applico- tion u correcf and underatond ihot I connot ftort tnie project until rhie oppli- tali0n is approved. I shall tomply wifh tAS lowa ot the Stafe of Colorodo and to the Zoninp Requlahona ond Buddinp Code of the City af Wheai Ridpe. Any violation of fhe above ferme will couse immediate revocohon of ihie permit ~eoi~ee~~i sa^a u~-~d es6~B- PERMIT FEE USE TAX TOTAL FEE CHIEF BUIL Dafe Issued $ NSPECTOR, City of eotRidqe ~ - 3 NOT VALID UNLESS RECEI L CALL 2345933 24 HOURS IN ADVANCE FOR INSPECTIONS 7500 WEST 29th AVENUE 237-6944 EXT. 255 P.O. BOX 638 i PERMIT VALID ONLY WHEN SiGNED BY DEPARTMENT OF GOMMUNITY DEVELOPMENT pERM1T NO.M911i17342 BUILDING INSPECTION DIVISION CITY OF WHEAT RIDGE, COLO. JOB ADDRESS 11 " ' - r r T~n.n < OF w'~FFF<!7 CONTRACTOR ~ ADDRES~ 4 CITY 11;Gq7- ° t- 21P CODE Yn~~~~ J~ PHONE u7Z 3 2 32 LICENSE N0. 17.1== OWNER r2 ~ »''oG ADDRESS ZIP CODE 74222 PHONE 9 a _ CONTHACT PRICE $ ci_n Jp - DATE p ~2 ~ ounE ❑ G Wall❑ Proieclinp❑ Otha 5 or D Face r 1. TVPE Total SQuare FaN 2. MATERIAL ❑ No❑ Y TYOe Eloet. Per mit No. es SIGNS 3. ILLUMINATION W Zoee _ ADDrwtd, Zone InspOcta 4. SET BACK FROM PROPERTY LINE N _ ❑ S__ E ❑ ~ ❑ pisapprovad (SD~ify whith it f ront ) TYPE Solid❑ Mor~ Tho I n 80% OD~MC3 Less Thon 80% Opo^ , Height MATERIAL FENCES E 5 W Zone_ ADDrwed,ZOrn IroDSetw 3. SET BACK FROM PROPERTY LINE N _ ❑ _ ~ 0 1:1 piaopproved (fSoacdv w~ie~ if front) I. ' r . G.._. . 2. ~ f t ' TS OTHER a. DRAW SKETCH OR SHOW BEIOW,THE FENCE,SIGN,OR OTHER STRUCTURE,GIVIM1'v DISTANCES FROM PROPERTY LINES. (SETBACKS OR PROJECTIONS INCIUDED) ~ SPECIFV NORTH STREET NAME SHOW DISTANCES FROM THE MAIN BUILDING TPADJOINING HOUSES, STREETS, AND PROPERTY I.INES; ON IRREGULAR LATS, SHdW LEAST DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR _ DISTANCE. qppLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLV UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. PERMIT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME. ELECTRICAL PERMIT STATE LICENSE N0. METER _ p /If F - G WIRING MOTORS d CONTROLS TRQNSFORMERS 9 RECTFIERS ADDITION TO OLO WORK ..nrnac nVFR I HP I hareby ocknowledpe inot tnis opplica- tion it correct and understond thai I wnnot gtart this Drolett until thia appli- Cotion if opproved. I shall comply wifA tha Icws oi the Sto1e of Coloredo ond fo fhe Zoninq Requlations a d Bwldinp Code o e Cit af Wl+e Ridpe. QnY viol ion o 1.above ~ r a willcouse i ediot r caiion f f is Oermil PLUMBING PERMIT STATE UCENSE N0. FLOOR BSM IST 2N[ WATEA CLASET WASH BOWL BATH TUB SHOWER SINK GARBCCE DISP WATER HEATER AUTO.WASHER DISH WASHER FLOOR DRAIN URINAL PERMIT FEE ' USE TAX TOTAL FEE AP~ CHIEF BUILDINf MECHANICAL PERMIT JEUG'KtlaOnil Gai dl Propa* C.c FORCED AIR - BTU HOT WATER - BTU STEAM - BTU AIR CONDiT10NING-BTU 7 ~ $ OS, '1 a i~ City of Wheat Ridqe Date Issued-~ ~j ~ NOT VALID UNLESS RECEIP mt -S-I(S-C1 CALL 237-8944 EXT. 255 24 HOURS IN ADVANCE FORINSPECTIONS