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Home My WebLink About2830 Reed Street�Structural Design \ Calculations APEX For ENGINEERS,INC. WEGHER PATIO 2830 Reed St. 2.15.2021 Balance Architecture Digitally signed by RE�,s Jared a� Lambrecht Date: Ss A 2021.02.15 16:18:22 -07'00' Ta b I e of Contents Design Loads 3-9 Gravity Design 10-18 Apex Engineers, Inc 2 of 18 Design Loads Apex Engineers, Inc 3 of 18 Cover Page Calculation page 1 of 6 PROJECT INFORMATION PAGE Client Name Balance Architecture Address 2830 Reed St. Meat Ridge, CO 80033 Phone 303.587.2322 Email Project Name and Address Name MGHER PATIO Address 2830 Reed St. Meat Ridge, CO 80033 General Information Building Code 2018 International Residential Code Bldg. Dept. Meat Ridge, CO Notes w Apex-Engineers.com Apex Engineers, Inc 4 o 18 Project Soils Design Information Page 2 of 6 Project Soils Information Foundation Overview The foundation design provided is based off a minimum allowable presumptive load-bearing value as indicated by 2018 International Residential Code in lieu of a site geotechnical evaluation. Type Shallow Foundations Sulfate Levels Negligible Sulfate Frost Depth 36 in Site Class C Foundation Desian Information Shallow Foundation Isolated Footing Pressure: 1500 psf Minimum Pad Dimension: 24 in Continuous Footing Pressure: 1500 psf Minimum Wall Footing Wdth: 18 in Minimum Bearing Pressure: 0 psf Horizontal Soil Design Active Pressure: 40 psf/ft At -Rest Pressure: 60 psf/ft Passive Pressure: 0 psf/ft Lateral Sliding Resistance Means: Coefficient of friction Lateral Sliding Resistance p : 0.35 www.Apex-Engin eers.com Apex En gin ears, Inc 5 of 18 Wind - Directional Procedure Load Development Calculation page 3 of 6 WIND DESIGN LOADS -ASCE 7-16, CHAPTER 27 (MWFRS) DIRECTIONAL PROCEDURE - PART 1, ALL HEIGHTS METHOD Building 1 Wind Load Site Parameters Risk Category = 11 Exposure Category = C (Section 26.73) Topographic Factor, Kit = 1.00 (Section 26.8.2) Elevation Reduction Factor, Ke = 1.00 (Table26.9-1) Wind Load Building Parameters Structure Type = Directionality factor, Kd = Gust Factor, G = Enclosure Classification = Internal Pressure Coefficient, GC, _ Ch. 27, Minimum Wall Pressure, Pmin. _ Basic Wind Speed, V = Region Parameters Region Length, L = Region Width, W = Mean Roof Height, H = Roof Angle = Edge Strip, a = Velocity Pressure Exposure Coefficient, Kz _ Velocity Pressure, qct = 0.00256 KeKzKnKdV2= Building Length / Building Width, US = Building Height/Length, h/L = Building HeightfWdth, hA/V = Buildings 0.85 0.85 Enclosed Buildings +0.18 16 psf 135 mph Region 1 60.00 ft 25.00 ft 13.42 ft 18.43 ° 3.00 ft 0.85 34 sf 2.40 0.22 0.54 �.Apex-Eng in eers. com Apex Engineers, Inc (Table 26.6-1) (Table 26.13-1) (Section 27.1.5) (Section 26.5. 1) (Figure28.3-1) 6 of 18 Project: WEGHER PATIO Client: Balance Architecture Engineer: DCS APEX Date: 2/15/2021 v�•x„wz �� Description: Wind Load Development- Directional Procedure- Main Building WIND DESIGN LOADS -ASCE 7-16, CHAPTER 27 (MWFRS) DIRECTIONAL PROCEDURE - PART 1, ALL HEIGHTS METHOD Building 1 Wind Load Site Parameters Risk Category = 11 Exposure Category = C (Section 26.73) Topographic Factor, Kit = 1.00 (Section 26.8.2) Elevation Reduction Factor, Ke = 1.00 (Table26.9-1) Wind Load Building Parameters Structure Type = Directionality factor, Kd = Gust Factor, G = Enclosure Classification = Internal Pressure Coefficient, GC, _ Ch. 27, Minimum Wall Pressure, Pmin. _ Basic Wind Speed, V = Region Parameters Region Length, L = Region Width, W = Mean Roof Height, H = Roof Angle = Edge Strip, a = Velocity Pressure Exposure Coefficient, Kz _ Velocity Pressure, qct = 0.00256 KeKzKnKdV2= Building Length / Building Width, US = Building Height/Length, h/L = Building HeightfWdth, hA/V = Buildings 0.85 0.85 Enclosed Buildings +0.18 16 psf 135 mph Region 1 60.00 ft 25.00 ft 13.42 ft 18.43 ° 3.00 ft 0.85 34 sf 2.40 0.22 0.54 �.Apex-Eng in eers. com Apex Engineers, Inc (Table 26.6-1) (Table 26.13-1) (Section 27.1.5) (Section 26.5. 1) (Figure28.3-1) 6 of 18 Wind - Directional Procedure Load Development Calculation page 4 of 6 Wind Loads: Main Wind Force Resisting System Pressure, p=gGCp ± gi(GCpi) Region 1 Region 1 Load Application Cases Walls Surface Cp gGCp ±gi(GCpi) Windward Project: WEGHER PATIO -0.28 Client: Balance Architecture Side Engineer: DCS APEX Date: 2/15/2021 >2h Description: Wind Load Development- Directional Procedure- Main Building Wind Loads: Main Wind Force Resisting System Pressure, p=gGCp ± gi(GCpi) Region 1 Region 1 Load Application Cases Walls Surface Cp gGCp ±gi(GCpi) Windward 0.80 Leeward LNV -0.28 Leeward W/L -0.50 Side -0.70 Hip 18.43 ° Roof Pressures along Length Surface Cp Windward Case 1 -0.36 Windward Case 2 0.14 Leeward -0.57 Roof Pressures along Width Surface Cp Case 1 Cp Case 2 0 to h2 -0.93 -0.18 h2 to -0.89 -0.18 h to 2h -0.51 -0.18 >2h -0.33 -0.18 Ref Table 6psf -8.0 psf 6psf -14.3 psf 6 psf -20.0 psf 6 psf Pext -16.4psf -2.1 psf -22.3 psf Pext Case 1 Pext Case 2 -32.7 psf 0.9 psf -31.4 psf 0.9 psf -20.8 psf 0.9 psf -15.5psf 0.9 psf Region 1 CASE 1 CASE 9E 3 .R Yr -Alf lPo�,� an Yr-fl��)f ••0110. r1/"ll !!r`�'Yr-Ox+rPil 4 r�r�°folP'o'�)p r.. CASE 2 r r r CASE 4 rFr.Rr . •1 R � Il a, rR� Sewnw YdROI .rvuv. B1iF Mfl00F OWLp4M6 www.Apex-Eng in eers. com Apex Engineers, Inc 7 of 18 Building Parameters Windward Wall Pressures Leeward Wall Combined Wall Level Height Wall Trib Kz qz Pext Pext Pressure Uniform Load Base 0.00 ft 6.42 ft 0.85 33.7 psf 26.9 psf -14.3 psf 41.2 psf 265 plf Roof 12.83 ft 6.42 ft 0.85 33.7 psf 26.9 psf -14.3 psf 41.2 psf 265 plf Roof Proj. 14.00 ft 1.17 ft 0.85 33.7 psf -0.7 psf -7.1 psf 6.4 psf 8 plf www.Apex-Eng in eers. com Apex Engineers, Inc 7 of 18 Wind - Directional Procedure Load Development Calculation page 5 of 6 �.Apex-Eng in eers. com Apex Engineers, Inc 8 of 18 Project: W GHER Client: Balance Architecture Balance Engineer: DCS APEX Date: 2/15/2021 v,xFFwz �� Description: Wind Load Development- Directional Procedure- Main Building �.Apex-Eng in eers. com Apex Engineers, Inc 8 of 18 Wind - Directional Procedure Load Development Calculation page 6 of 6 OIL \Nheat V 0". R/ m O Gq�Mg D 5\c �.Apex-Eng in eers. com Apex Engineers, Inc 9 of 18 W GHER AProject: Client: Balance Architecture Balance /{'/y��`\\ Engineer: DCS APEX Date: 2/15/2021 v�,xFFwz �� Description: Wind Load Development- Directional Procedure- Main Building OIL \Nheat V 0". R/ m O Gq�Mg D 5\c �.Apex-Eng in eers. com Apex Engineers, Inc 9 of 18 Gravity Design Apex Engineers, Inc 10 of 18 RESIDENTIAL Address: 2830 Reed St Lot Size: 17,776 (survey) sq. ft. Property in the flood plain? NO Subdivision: MORTENSEN Related Cases: Rev. 09/2017 Permit- Plan Review Worksheet Zoning: R-2 Lot Width: 150 ft. If yes, notify PW Floodplain Administrator and add surveying condition FLD Any conflict? (Y/N) Existing house spans over 2 lots Type of project (applicable survey conditions in parenthesis): Maximum Lot Coverage: 40 % 7,110.4 sq. ft. Existing Improvements (footprints): House: 1918 sq. ft. Shed: 190 sq. ft. Detached garage: sq ft. Other: sq. ft. Total Existing 2,108 sq. ft Lot Coverage 11.9 % Proposed Improvements (footprints): House/addition: 2,340 sq. ft. Shed: 190 sq. ft Detached Garage: sq. ft. Other: sq. ft. Proposed+Existing 2,530 sq. ft Lot Coverage 14.2 % Required Setbacks: FR g5'S 5' S 5' R 1 p' S+S must equal 15' min Provided Setbacks: FR 45' S 60' S 24' R 39' For additions or new construction, is the structure within 2 feet of minimum setbacks? No If yes, add surveying condition FND. Maximum Height: 35 ft. Maximum Size: Proposed Height: 17'(tallest, exWing) Proposed Size: sq. ft. sq. ft. Does the bulk plane apply? (Y/N) N If yes, does it meet on all sides (Y/N): FR S S R (See 26-642 and 26-120.C.1 -applies to all single-family structures (new, addition, accessory) in R-1 C and R-3) Parkland Conditions Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? N If yes, have parkland dedication fees already been paid (eg with a previous land use approval)? If fees are owed, add condition PFEE, notify owner, notify building division, enter fee amount in ADG. Rev. 09/2017 Streetscape Conditions Does the permit result in any of the following conditions? ❑ Construction of new roads ❑ Platting of new lots ❑ New development ❑ Additions that increase gross floor area (not just the footprint) by 60% or more (proposed floor area — existing floor area ) / existing floor area = °% increase If any box above is checked... For SF/DUPLEX-Is there existing ❑ Curb ❑ Gutter L]5 -ft+ sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required. MULTIFAMILY Does the frontage meet current city standards? If not, streetscape construction or fees -in -lieu will be required. Fees -in -lieu of dedication or construction are due at the time the permit is issued. Access Conditions (apply to all new driveways, garages, additions, or new homes/units) J For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. ❑ For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. ® In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. ❑ One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. El For all uses, one access point per property is permitted. Landscaping Conditions (apply to additions and new dwelling units) ® For one -and two-family dwellings, one tree for every 70 feet of street frontage is required. Frontage of lot 150 - width of driveway 8 /70- 3 (round up for required trees) Street trees required: 3 Street trees provided: 3 ® 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. ® In the event that landscaping cannot be installed due to inclement weather prior to the issuance of a C.O., an escrow agreement with financial guarantees may be allowed to ensure future installation. 125% of the cost of the proposed improvements will be required with the agreement. These funds will be reimbursed back to the property owner or contractor once the improvements are in place. Dwelling Unit ❑ Not approved as an independent dwelling unit. SCHEDULE -WOOD FASTENING IRC TABLE 602.3(1) DESCRIPTION NUMBER AND TYPE OF SPACING AND OF BUILDING FASTENERA•"•C FASTENERS ELEMENTS NUMBER AND TYPE OF FASTENERA"•C EDGE" FIELDC•E WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING [SEE TABLE R602.3(3) FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING] 30.3/8'-1/2' 6dCOMMON (2'x0.113')(SUBFLOOR AND WALL) 6" 12"E (3) 8d COMMON (2-1/2'x0.131'); OR 8d COMMON (2 1/2'X0.131) (ROOF) PLATE (3) 10d BOX(Yx0.128') 31.19/52'-3/4' 8d COMMON (2-1/2'x0.131') 6" 12"E 32.7/8'-1-1/4' 10dCOMMON (3'x0.148') 6" 12" OTHER WALL SHEATHINGc 33.1/2' 1-1/2' GALVANIZED ROOFING NAIL 3" 6" STRUCTURAL (7/16' HEAD DIAMETER) FACE NAIL TO PARALLEL RAFTER CELLULOSIC REBAR CONDITION (HEEL JOINT) FORMED SURFACES EXPOSED TO GROUND OR WEATHER FIBERBOARD 5. COLLAR TIE TO RAFTER, (3)10d COMMON (3'x0.148'); OR FACE NAIL SHEATHING (4)10d BOX (3'x0.128') EA RAFTER RIDGE STRAP TO RAFTER. 34.25/32' 1-3/4' GALVANIZED ROOFING NAIL 3" 6" STRUCTURAL (7/16' HEAD DIAMETER) (3)16d BOX (3-1/2'x0.135'); OR (1) EA SIDE' CELLULOSIC (4)10d BOX(3'x0.128') 3500 psi 7. ROOF RAFTERS TO RIDGE FIBERBOARD END NAIL VALLEY OR HIP RAFTERS; (3)10d BOX (3'x0.128') SHEATHING OR ROOF RAFTER TO 2' (3)10d COMMON (3'x0.148'); OR TOE NAIL 35.1/2'GYPSUM 1-1/2' GALVANIZED ROOFING NAIL (7/16'HEAD 7" 7" SHEATHING DIAMETER); OR 11/4'SCREWS TYPE WORS 24" OC, FACE NAIL BRACED WALL PANELS) 36.5/8'GYPSUM 1-3/4' GALVANIZED ROOFING NAIL (7/16' HEAD 7" 7" SHEATHING DIAMETER); OR 15/8'SCREWSTYPEWORS GLULAM BEAMS DF/DF WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 37.YVAND 8dCOMMON (2-1/2k0.131') 6" 12" LESS 38.7/8'-1' 8dCOMMON (2-1/2k0.131') 6" 12" 39.11/8'-11/4' 10d COMMON(Yx0.148') 6" 12" NOTES: A. NAILS ARE SMO OTH-COMMON, BOX OR DEFORMED SHANKS EXCEPT NM ERE OTHERWISE STATED. NAILS USED FOR FRAMING AND SHEATHING CONNECTIONS SHALL HAVE MIN MUM AVERAGE BENDING YIELD STRENGTHS AS SH OWN 80KSI FOR SHANK DIAMETER OF 0.192 INCH (20D COMMON NAIL), 90 KSI FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0.177 INCH,AND 100 KSI FOR SHANK DIAMETERS OF 0.142 INCH OR LESS. B. STAPLES ARE 16 GAGE WIRE AND HAVE AMINIMUM 7/16 -INCH ON DIAMETER CROWN WIDTH. C. NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER ATALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER. D. FOUR -FOOT BY 8 -FOOT OR 4 -FOOT BY 9 -FOOT PANELS SHALL BE APPLIED VERTICALLY. E. SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R602.3(2). F. WHERE THE ULTIMATE DESIGN WIND SPEED IS 130 MPH OR LESS, NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE END WALL FRAMING SHALL BE SPACED 6 INCHES ON CENTER. WHERE THE ULTIMATE DESIGN WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE SPACED 61NCHES ON CENTER FOR MINIMUM 48 -INCH DISTANCE FROM RIDGES, EAVES AND GABLE END WALLS;AND 4 INCHES ON CENTER TO GABLE END WALL FRAMING. G. GYPSUM SHEATHING SHALL CONFORM TO ASTM C 1396 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253. FIBERBOARD SHEATH ING SHALL CONFORM TO ASTM C 208. H. SPACING OF FASTENERS ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING AND AT FLOOR PERIMETERS ONLY. SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING. BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPTAS REQUIRED BY OTHER PROVISIONS OF THIS CODE. FLOOR PERIMETER SHALL BE SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. I. WHERE ARAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WUH THIS SCHEDULE, PROVIDE TWO TOE NAILS ON ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE CEILING JOIST TO TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE. THE TOE NAIL ON THE OPPOSITE SIDE OF THE RAFTER SHALL NOT BE REQUIRED. LENGTH EAJOINT SCHEDULE - CONCRETE REBAR DEVELOPMENT LENGTHS - La Fc = 3000 PSI Fc = 4000 PSI BAR STD.La CLASS B BAR STD. La CLASS B SIZE T; P. TOP TYR. TOP SIZE TYR. TOP TYR. TOP #4 22" 29" 29" 38" #4 19" 25" 25" 33" #5 28" 36" 37" 47" #5 24" 31" 32" 41" #6 33" 43" 43" 56" #6 29" 37" 38" 49" #7 48" BY BY 82" #7 42" 54" 55" 71" #8 55" 72" 72" 94" #8 48" 62" 63" 81" #9 62" 81" 81" 106" #9 54" 70" 71" 91" STANDARD HOOKS & BAR BENDS f'c = 3000 PSI Fc = 4000 PSI BAR 16" OC FACE NAIL Le%' BAR Le. (3)16d BOX (3-1/2'x0.135') Lan "Al'• Lan "W" SIZE 180 90 SIZE 180 90 #4 6" 3" 2 1/2" 6" #4 6" 3" 2 1/2" 6" #5 10" 3 3/4" 2 1/2" 7 1/2" #5 9" 3 3/4" 2 1/2" 7 1/2" #6 12" 4 1/2" 3" 9" #6 10" 4 1/2" 3" 9" #7 14" 5 1/4" 3 1/2" 10 1/2" #7 12" 5 1/4" 3 1/2" 10 1/2" #8 16" 6" 4" 12" #8 14" 6" 4" 12" #9 18" 9" 4 1/2" 13 1/2" #9 15" 9" 4 1/2" 13 1/2" BAR BENDS 180 DEGREE HOOK 90 DEGREE HOOK m m m FACE NAIL CORNERS AND FIs Db UIO Db T De I 18. V BRACE TO EA STUD Len+i w I U I I Lan Lan STIRRUPS, TIES, & HOOPS BAR O Le,, BAR O Le,, 90 135 1 180 SIZE SIZE 90 135 180 #3 1 1/2" 3" 3" 2 1/2" #6 41 9" 4 1/2" 3" #4 2" 3" 3" 2 1/2" #7 5 1/4" 10 1/2" 5 1/4" 3 1/2" #5 2 1/2" 3 3/4" 3 3/4" 2 1/2" #8 6" 12" 6" 4" 90 DEGREE HOOK 135 DEGREE HOOK 180 DEGREE HOOK m m FACE NAIL m (2)8d COMMON (2-1/2'0.131'); OR Db T Db Db (2)16d BOX(3-1/2'x0.135'); OR BLIND AND OR GIRDER (2)16d COMMON (3-1/2'x0.162') FACE NAIL 25.2' PLANKS (PLANK & RECTANGULAR CIRCULAR BAR BAR BEAM/COLUMN TIE COLUMN/PIER TIE CLEARANCE SPLICE RM JOIST PJ STD. La\ \y 27. BUILT-UP GIRDERSAND 20d COMMON (4'x 0.192') NAIL EA LAYER AS BEAM, 2' LUMBER LAYERS FOLLOWS: 32' OC AT Db TOP AND BOTTOM (3) (4) 10d BOX (3'x0.128') 24' OC FACE NAIL AT T TOP AN D BOTTOM STAGGERED ON OPPOSITE SIDES l- I Db (2) 20d COMMON (4'x0.192'); OR AT EA SPLICE, (3) 10d BOX(3'x0.128') FACE NAIL NOTES: 1. USE THE ABOVE TABLE UNLESS NOTED OTHERSIZE ON PLAN OR IN DETAILS. 2. PROVIDE 6" LAP ATALL WELDED WIRE FABRIC JOINTS. 3. PROVIDE 1 Db (1" MINIMUM) CLEARANCE BETWEEN ADJACENT BARS. 4. PROVIDE WIRE TIES AT EACH END OF BAR SPLICE. SCHEDULE -WOOD FASTENING IRC TABLE R602.3(l) I1 DESCRIPTION OF NUMBER AND TYPE OF SPACINAND BUILDING ELEMENTS FASTENERA•"•C I LOCATGION ROOF 1. BLOCKING BETWEEN (3) 8d COMMON (2-1/2'x0.171'); OR TOE NAIL CEILING JOISTS OR RAFTERS (3)10d BOX(3'x0.128') ANCHOR BOLTS HEX -HEAD UNO TO TOP PLATE. EPDXYANCHOR RODS ASTM A36 2. CEILING JOISTTO TOP (3) 8d COMMON (2-1/2'x0.131'); OR PER JOIST, PLATE (3) 10d BOX(Yx0.128') TOE NAIL 3. CEILING JOIST NOT (3)16d COMMON (3-1/2'x0.162'); OR FACE NAIL ATTACHED TO PARALLEL (4)10d BOX (3'x0.128') WELDED WIRE FABRIC RAFTER, LAPS OVER PORTLAND CEMENT ASTM C 150 PARTUIONS (NO THRUST) ASTM C 618,15% MAX CONCRETE AGGREGATES 4. CEILING JOISTATTACHED PER TABLE R802.5.1(9) FACE NAIL TO PARALLEL RAFTER HILTIHIT -HY200 ROR SIMPSONSETXP REBAR CONDITION (HEEL JOINT) FORMED SURFACES EXPOSED TO GROUND OR WEATHER 2 5. COLLAR TIE TO RAFTER, (3)10d COMMON (3'x0.148'); OR FACE NAIL FACE NAIL OR 1 1/4'X20 GA. (4)10d BOX (3'x0.128') EA RAFTER RIDGE STRAP TO RAFTER. REQUIREMENTS CONCRETE USE 6. RAFTER OR ROOF TRUSS (3)10d COMMON (3'x0.148'); OR (2) TOE NAIL, TO TOP PLATE (3)16d BOX (3-1/2'x0.135'); OR (1) EA SIDE' FOOTINGS (4)10d BOX(3'x0.128') 3500 psi 7. ROOF RAFTERS TO RIDGE (2)16d COMMON (3-1/2'x0.162'); OR END NAIL VALLEY OR HIP RAFTERS; (3)10d BOX (3'x0.128') I NW OR ROOF RAFTER TO 2' (3)10d COMMON (3'x0.148'); OR TOE NAIL RIDGE BEAM (4)10d BOX(3'x0.128') WOOD MATERIAL SPECIFICATIONS WALL S. STUD TO STUD (NOTAT 16d COMMON (3-1/2'x0.162'); OR 24" OC, FACE NAIL BRACED WALL PANELS) 10d BOX(3'x0.128') 16" OC, FACE NAIL 9. STUD TO STUDAND 16d COMMON (3-1/2'x0.162'); OR 16" OC, FACE NAIL ABUTTING STUDS AT GLULAM BEAMS DF/DF INTERSECTION WALL 24F -V4 MULTI SPAN 16d BOX (3-1/2'0.135'); OR 12" OC, FACE NAIL CORNERS (Al BRACED WALL PANELS) Fb = 1700 psi, E = 1.3 x 1OE6 psi PARALLEL STRAND LUMBER, PSL 10. BUILT-UP HEADER (2' TO 16d COMMON (3-1/2'x0.162'); OR 16' OC EAEDGE, 2' HEADER WUH 1/2' COMMON NAIL FACE NAIL SPACER) 16dBOX (3-1/2'x0.135') 12' OC EA EDGE, LENGTH 8d FACE NAIL 11. CONTINUOUS HEADER (4) 8d COMMON (2-1/2'x0.131'); OR TOE NAIL TO STUD (4)10d BOX(3'x0.128') 3" 12.TOP PLATE TO TOP 16d COMMON (3-1/2'0.128'); OR 16" OC FACE NAIL PLATE 10d BOX 3'x0.128' 12" OC FACE NAIL 13. DOUBLE TOP PLATE (8) 16d COMMON(3-1/2'x0.162'); OR EASIDE OF END SPLICE FOR SDCsA-D2 (12) 10d BOX(Yx0.128') JOINT, FACE NAIL WUH SEISMIC BRACED (MIN 24' LAP SPLICE WALL LINE SPACING Q5' LENGTH EAJOINT 14. BOTTOM PLATE TO 16d COMMON (3-1/2'x0.135'); OR 16" OC FACE NAIL JOIST, RIM JOIST, BAND JOIST OR BLOCKING (NOT 16dBOX (3-1/2'x0.135') 12" OC FACE NAIL AT BRACED WALL PANELS) 15. BOTTOM PLATE TO (2)16d COMMON (3-1/2'x0.162'); OR 16" OC FACE NAIL JOIST, RM JOIST, BAND (3)16d BOX (3-1/2'x0.135') JOIST OR BLOCKING (AT BRACED WALL PANELS) 16. STUD TO TOP OR BOTTOM (4) 8d BOX (21/2'x0.113'); OR TOENAIL PLATE (3)16d BOX (31/2'x0.135'); OR (4) 8d COMMON (2-1/2'x0.131'); OR (4) 10d BOX ( 3'x0.128'); OR (3)16d BOX (31/2'x0.135'); OR ENDNAIL (2)16d COMMON (3-1/2'x0.162'); OR (3)10d BOX(3'x0.128') 17. TOP PLATE, LAPS AT (2)16d COMMON (3-1/2'0.162'); OR FACE NAIL CORNERS AND (3) 10d BOX(3'x0.128') INTERSECTIONS 18. V BRACE TO EA STUD (3) 8d BOX (21/2'X0.113'); OR FACE NAIL AND PLATE (2)8d COMMON (2-1/2'x0.131'); OR (2)10d BOX (3'X0.128') 19. 1'x6' SHEATHING TO EA (3)8d BOX (21/2'X0.113'); OR FACE NAIL BEARING (2)8d COMMON (2-1/2'0.131'); OR (2)10d BOX (3'X0.128') 20. Vx8'AND WIDER SHEATHING TO EABEARING (3)8d COMMON (2-1/2'0.131'); OR (3) 10d BOX(3'X0.128') FACE NAIL FLOOR 21. JOISTTO SILL TOP 4 8d BOX 21/2'X0.113';OR TOENAIL PLATE OR GIRDER(3) 3 8d COMMON (2-1/2'X0.1 31'); OR 3 10d BOX 3'X0.128' O ( ) 22. RM JOIST, BAND JOIST, 8d BOX (2-1/2'x0.113') 4" OC, TOE NAIL OR BLOCKING TO SILL OR TOP PLATE (ROOF (3) 8d COMMON (2-1/2'x0.131'); OR (3) 10d BOX(3'X0.128') 6" OC, TOE NAIL APPLICATIONS ALSO) 23.1'x6' SUBFLOOR OR (3) 8d COMMON (2-1/2'x0.131'); OR FACE NAIL LESS TO EAJOIST (2)8d COMMON (2-1/2'0.131'); OR (2)10d BOX(3'x0.128') 24. 2' SUBFLOOR TO JOIST (2)16d BOX(3-1/2'x0.135'); OR BLIND AND OR GIRDER (2)16d COMMON (3-1/2'x0.162') FACE NAIL 25.2' PLANKS (PLANK & (2)16d BOX (3-1/2'x0.135'); OR EA BEARING, BEAM -FLOOR&ROOF) (2)16d COMMON(3-1/2'x0.162') FACENAIL 26. JOISTTO BAND JOIST OR (3)16d COMMON (3-1/2'x0.135'); OR END NAIL RM JOIST (4)10d BOX(3'x0.128') 27. BUILT-UP GIRDERSAND 20d COMMON (4'x 0.192') NAIL EA LAYER AS BEAM, 2' LUMBER LAYERS FOLLOWS: 32' OC AT TOP AND BOTTOM STAGGERED 10d BOX (3'x0.128') 24' OC FACE NAIL AT TOP AN D BOTTOM STAGGERED ON OPPOSITE SIDES AND: AT ENDS AND (2) 20d COMMON (4'x0.192'); OR AT EA SPLICE, (3) 10d BOX(3'x0.128') FACE NAIL 28. LEDGER STRIP 316d BOX3-1/2'x0.135';OR EAJOIST OR SUPPORTING JOISTS OR (3)16d COMMON (3-1/2'x0162'); OR RAFTER, FACE NAIL RAFTERS (4)10d BOX(3'x0.128') 29. BRIDGING TO JOIST (2)10d BOX (3'x0.128') I EA END, TOE NAIL NOTES -GENERAL 1. THESE DRAWINGS ARE INTENDED TO BE USED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR COORDINATING SUCH REQUIREMENTS INTOTHEIR SHOP DRAWINGS AND WORK. 2. NO OPENING SHALL BE MADE IN ANYSTRUCTURAL MEMBER WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. 3. NO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL MEMBERS SHALL BE MADE WITHOUT TH E WRITTEN APPROVAL OF THE ENGINEER. 4. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION LOAD IMPOSED UPON STRUCTURAL FRAMING. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN CAPACITY OF THE FRAMING ATTHE TIME THE LOADS ARE IMPOSED. 5. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES. 6. UNLESS OTHERWISE NOTED, FIREPROOFING METHODS AND MATERIALS FOR STRUCTURAL MEMBERS ARE NOT SHOWN ON STRUCTURAL DRAWINGS. REFERENCE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR FIRE RATING REQUIREMENTS, FIREPROOFING METHODS AND MATERIALS. 7. DO NOT SCALE THESE DRAWINGS. USE DIMENSIONS SHOWN ON PLANS. 8. THE CONTRACTOR SHALL INFORM THE ARCHITECT/ENGINEER OF ANY DEVIATION FROM THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL NOT BE RELIEVED OF THE RESPONSIBILITY FOR SUCH DEVIATION BYTHE ARCHITECT/ENGINEER'S APPROVAL OF SHOP DRAWINGS, PRODUCT DATA, ETC., UNLESS HE HAS SPECIFICALLY INFORMED THE ARCHITECT/ENGINEER OF SUCH DEVIATION ATTHE TIME OF SUBMISSION, AND THE ARCHITECT/ ENGINEER HAS GIVEN WRITTEN APPROVAL TO THE SPECIFIC DEVIATION. 9. ALL THINGS WHICH, IN THE OPINION OF THE CONTRACTOR, APPEAR TO BE DEFICIENCIES, OMISSIONS, CONTRADICTIONS, BE BROUGHT TO THE ATTENTION OF THE ARCH ITECT/ENGINEER. PLANSAND/OR SPECIFICATIONS WILL BE CORRECTED, OR WRITTEN INTERPRETATION OF THE ALLEGED DEFICIENCY, OMISSION, CONTRADICTION OR AMBIGUITY WILL BE MADE BY THE ARCHITECT/ENGINEER BEFORE THE AFFECTED WORK PROCEEDS. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERRORS OF DETAILING, FABRICATION AND INSTALLATION. THE CONTRACTOR SHALL MAKE ALL MEASUREMENTS IN THE FIELD NECESSARYTO VERIFYOR SUPPLEMENT DIMENSIONS SHOWN ON THE CONTRACT DRAWINGS AND HE SHALL VERIFYTHATALL DIMENSIONS SHOWN ON THE SHOP DRAWINGS ARE COORDINATED WITH THE DIMENSIONS AND REQUIREMENTS OF THE CONTRACT DRAWINGS. REVIEW OF THE SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR COMPLETING THE WORK SUCCESSFULLY IN ACCORDANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS. 11. SUBMIT PRINTS OR ELECTRONIC COPIES OF EACH SHOP DRAWINGS. REPRODUCIBLE COPIES OF CONTRACT DOCUMENTS SHALL NOT BE USED AS SHOP DRAWINGS. SHOP DRAWINGS SHALL BE REVIEWED BY CONTRACTOR PRIOR TO SUBMISSION. CONTRACTOR STAMP SHOP DRAWINGS ACCEPTING RESPONSIBILITY FOR COORDINATION OF DIMENSIONS SHOWN IN THE CONTRACT DOCUMENTS, QUANTITIES AND COORDINATION WITH OTHER TRADES. DRAWINGS NOT BEARING CONTRACTOR'S STAMP MAY BE REJECTED AT THE DISCRETION OF THE ARCHITECT OR STRUCTURAL ENGINEER. 12. REVIEW AND RETURN OF SHOP DRAWINGS SHALL BE BASED ON A MINIMUM OFTEN 10 WORKING DAYS IN THE STRUCTURAL ENGINEER'S OFFICE FROM RECEIPT OF SUBMISSION TO RETURN TO THE NEXT PARTY FOR THEIR ACTION. SHOP DRAWINGS SHOULD BE SUBMITTED INCREMENTALLYAS APPROPRIATE PACKAGES ARE PREPARED TO EQUALIZE THE WORKLOAD FOR REVIEW OF THE DRAWINGS. SUBMISSION OF A LARGE VOLUME OF SHOP DRAWINGS AT ONE TIME MAY RESULT IN REVIEWTIMES WHICH WILL EXCEED THOSE NOTED ABOVE. DEFINITION OF A "LARGE VOLUME" OF SHOP DRAWINGS IS SUBJECT TO INTERPRETATION. NOTES -FOUNDATION 1. CONTRACTOR SHALL BE FULLY FAMILIAR WITH IBC CHAPTER 18 FOR USE OF PRESUMPTIVE LOAD-BEARING CAPACITY. 2. CONTRACTOR SHALL USE IBC SPECIFICATIONS AND DETAILS FOR PLACEMENT OF PERIMETER DRAINS, UNDER -SLAB DRAINS, AND ANY OTHER SOILS RELATED ITEMS. 3. ALL FOUNDATIONS TO BEAR ON ORIGINAL, UNDISTURBED SOIL. REMOVE ANY MUD, ORGANIC SILT, ORGANIC CLAYS, PEAT OR UNPREPARED FILL PRIOR TO PLACING FOUNDATIONS. 4. ALL FOOTING EXCAVATIONS TO BE APPROVED BYA QUALIFIED GEOTECHICAL ENGINEER PRIOR TO PLACING CONCRETE. 5. ALL FOOTINGS SHALL EXTEND BELOW FROST DEPTH, REFERENCE DESIGN INFORMATION FOR FROST DEPTH. NOTES -CONCRETE 1. ALL CONCRETE CONSTRUCTION TO CONFORM TO ACI "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", THE GOVERNING EDITION OF THE ACI 318, AND ACI "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" ACI 301, UNLESS NOTED OTHERWISE. 2. WATER REDUCING ADD MIXTURES ARE ALLOWED IN CONCRETE MIX DESIGNS. 3. SYNTHETIC MICRO -FIBERS ARE NOT ALLOWED UNLESS SPECIFICALLY NOTED IN THESE DRAWINGS. 4. UNLESS OTHERWISE SHOWN IN THE ARCHITECTURAL DRAWINGS, PROVIDE 3/4" CHAMFERS ATTHE EDGES THATARE EXPOSED TO VIEW IN THE FINISHED STRUCTURE. 5. REFERENCE ARCHITECTURAL DRAWINGS FOR DOOR AND WINDOW OPENINGS, DRIP SLOTS, REGLETS, MASONRY, ANCHORS, BRICK LEDGE ELEVATIONS AND FOR MISCELLANEOUS EMBEDDED PLATES, BOLTS, ANCHORS, ANGLES, ETC. 6. REFERENCE ARCHITECTURAL DRAWINGS FOR CONCRETE FINISHES. WHERE FINISH IS NOT SPECIFIED, CONFORM TO REQUIREMENTS OF ACI 301. 7. REFERENCE MECHANICAL PLUMBING AND ELECTRICAL DRAWINGS FOR DRAINS SLEEVES OUTLET BOXES CONDUIT ANCHORS ETC. 8. CONTACT APEX ENGINEERS, INC. IF HOUSE KEEPING PADS OR INERTIA BASES ARE REQUIRED BEYOND WHAT IS SHOWN IN THE STRUCTURAL CONTRACT DOCUMENTS. 9. ALL REINFORCING STEEL TO BE DETAILED IN ACCORDANCE WITH ACI "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES." 10. REINFORCING SHALL BE CONTINUOUS WHEREVER POSSIBLE. SPLICES AND LAPS TO CONFORM TO ACI 318. REFER TO CONCRETE REBAR SCHEDULE. 11. DOWELS IN FOOTING, WALLS, AND DRILLED PIERS MUST BE IN POSITION BEFORE PLACING CONCRETE WHENEVER POSSIBLE. 12. REFERENCE TYPICAL FOUNDATION DETAILS FOR INFORMATION ON REINFORCING REQUIREMENTS AT WALL AND SLAB OPENINGS. 13. REFERENCE TYPICAL FOUNDATION DETAILS FOR INFORMATION ON REINFORCING REQUIREMENTS AT CORNER AND TEE INTERSECTIONS. 14. PROVIDE VERTICAL CONTROL JOINTS ON ALL POURED CONCRETE WALLS AND BASEMENT WALLS. SPACE JOINTS AT 3 x WALL HEIGHT FOR WALLS LESS THAN 10'-0" AND WALL HEIGHT FOR TALLER WALLS. PROVIDE ADDITIONAL JOINT WITHIN 10'-0" OF CORNERS. 15. OPENINGS IN SLAB OF V-4" AND LESS ON A SIDE ARE GENERALLY NOT SHOWN ON THE STRUCTURAL DRAWINGS. REFERENCE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SUCH OPENINGS. MATERIAL SPECIFICATIONS STEEL MATERIAL SPECIFICATIONS STEEL MEMBERS MATERIAL WIDE FLANGE SHAPES W ASTM A992 CHANNELS C ANGLES L ASTM A36 PLATES ASTM A36 HOLLOW STRUCTURAL SHAPES HSS ASTM A500, GRADE C HIGH STRENGTH BOLTS ASTM F3125, GRADE A325 ANCHOR BOLTS HEX -HEAD UNO ASTM F1554 (55 ksi)"Si" EPDXYANCHOR RODS ASTM A36 STEEL DECK, PLAIN STEEL ASTM A1008, 33 ksi STEEL DECK, GALVANIZED ASTM A653, 33 ksi NON -SHRINK GROUT, COL. BASES 5000 psi 28 DAY STRENGTH CONCRETE & REINFORCING STEEL SPECIFICATIONS MATERIAL SPECIFICATION REINFORCING BARS ASTM A615, GRADE 60 WELDED WIRE FABRIC ASTM A1064 PORTLAND CEMENT ASTM C 150 FLYASH ASTM C 618,15% MAX CONCRETE AGGREGATES ASTM C 33,314" MAX AGG. SIZE. EPDXY- THREADED ROD ANCHORS HILTIHIT -HY200 AOR SIMPSON SET XP EPDXY- REINFORCING BARS HILTIHIT -HY200 ROR SIMPSONSETXP REBAR CONDITION MINIMUM CONCRETE COVER FORMED SURFACES EXPOSED TO GROUND OR WEATHER 2 UNFORMED SURFACE IN CONTACT WITH THE GROUND 3„ WALLSAND SLABS NOT EXPOSED TO GROUND OR WEATHER 1„ INTERIOR BEAMS AND COLUMNS (TO TIES OF STIRRUPS) 1 1/2" CONCRETE MIX DESIGN REQUIREMENTS CONCRETE USE WEIGHT 28 DAY Fc CEMENT TYPE MAX WIC RATIO SLUMP (+/-1") % AIR FOOTINGS NW 3500 psi 1/11 1 0.55 5" 6% MAX FOUNDATION WALLS I NW 1 3500 psi 1 1/11 1 0.50 1 4" 1 6%+/-1% WOOD MATERIAL SPECIFICATIONS Q MEMBERS MATERIAL SPECIFICATION JOIST, RAFTERS, HEADERS, BEAMS No. 2 DF/L TREATED LUMBER No. 2 So. Pine STUDS, BEARING WALL No. 2 HEM -FIR SILL AND TOP PLATES No. 2 HEM -FIR GLULAM BEAMS DF/DF SINGLE SPAN 24F -V4 MULTI SPAN 24F -V8 LAMINATED VENEER LUMBER, LVL Fb = 2600 psi, E= 2.0 x 1OE6 psi LAMINATED STRAND LUMBER, LSL Fb = 1700 psi, E = 1.3 x 1OE6 psi PARALLEL STRAND LUMBER, PSL Fb = 1700 psi, E = 1.3 x 1OE6 psi BOLTS AND THREADED RODS ASTM A307 (MIN.) NAIL SIZE REFERENCE COMMON NAIL BOX NAIL SIZE DIAMETER LENGTH SIZE DIAMETER LENGTH 8d 0.131" 2 1/2" 8d 0.113" 2 1/2" 10d 0.148" 3" 10d 0.128" 3" 16d 0.162" 31/2" 16d 0.135" 1 31/2'. NOTES - ROUGH CARPENTRY 1. CONTRACTOR IS RESPONSIBLE TO ADEQUATELY SHORE AND BRACE ALL FLOOR AND ROOF FRAMINGAND WALLS DURING CONSTRUCTION. 2. NAILING: SHALL BE PER FASTENING SCHEDULE OF THE INTERNATIONAL BUILDING CODE. FOR PREFABRICATED CONNECTORS USE ALL FASTENERS AS PRESCRIBED BYTHE MANUFACTURER. 3. ALL POST AND JAMBS ARE TO BE BLOCKED SOLID WITH THE SAME NUMBER OF PIECES AS THE POST OR JAMB WITHIN THE FLOOR SPACE AND CONTINUOUS TO THE FOUNDATION LEVEL. BLOCKING IS TO ALIGN WITH POST OR JAMBS. 4. SPECIES AND GRADES SHOWN IN SCHEDULE ARE THE MINIMUM ACCEPTABLE. BETTER GRADES MAY BE SUBSTITUTED. 5. PRESSURE TREATED WOOD TO BE USED WHEN EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE OR MASONRY. 6. WOOD STRUCTURAL PANELS TO BE A.P.A. RATED AND EXPOSURE 1. PANELS TO BE MANUFACTURED PER U.S. DEP. OF COMMERCE PRODUCT STANDARDS PS1 OR PS2. 7. ANY FASTENERS OR CONNECTORS TO AND THROUGH TREATED WOOD SHALL BE FASTENED WITH ASTM A153 CLASS D HOT DIP GALVANIZED OR STAINLESS STEEL FASTENERS. 8. WOOD FRAMING WILL HAVE SHRINKAGE. THE CONTRACTOR SHALL COORDINATE REQUIREMENTS TO ACCOMMODATE SHRINKAGE WITH OTHER TRADES. 9. BORED HOLES FOR HORIZONTAL PLUMBING PIPING SHALL BE PROVIDED WITH FLEXIBLE JOINTS TO PERMIT MOVEMENT. 10. RIGID ELECTRICAL CONDUIT INSTALLED VERTICALLY SHALL BE PROVIDED WITH FLEXIBLE JOINTS TO PERMIT MOVEMENT. 11. ALL DIMENSIONAL LUMBER SHALL BE GRADE STAMPED WITH MOISTURE CONTENT NOT TO EXCEED 19%. 12. INCISED STRUCTURAL LUMBER NOT PERMITTED WITHOUT THE PRIOR WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER. 13. DIMENSIONAL LUMBER SIZES SHOWN ON PLANS ARE NOMINAL DIMENSIONS. DRESSED SIZES PUBLISHED IN THE LATEST EDITION OF AMERICAN SOFTWOOD LUMBER PS20 SHALL BE ACCEPTED AS MINIMUM NET SIZES CONFORMING TO SUCH NOMINAL SIZES. 14. WOOD HEADERS SHALL HAVE A FULL 3" LENGTH OF BEARING AT EACH END UNO. 15. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH PREFABRICATED METAL JOIST HANGERS FOR REQUIRED CAPACITY. ALL PREFABRICATED METAL HARDWARE IS BY SIM PSON STRONG -TIE COMPANY OR APPROVED EQUIVALENT. CONNECTIONS IN CONTACT WITH PRESSURE TREATED WOOD SHALL HAVE G185 GALVANIZED COATING PER ASTM A653 AND HOT DIPPED GALVANIZED FASTENERS PER ASTM A153. ALTERNATE CORROSION RESISTANT CONNECTIONS IN ACCORDANCE WITH IBC WILL BE CONSIDERED. PRIOR WRITTEN APPROVAL BYTHE STRUCTURAL ENGINEER OF RECORD IS REQUIRED. 16. WALL, FLOOR, AND ROOF SHEATHING NAILS SHALL HAVE FULL HEADS. CLIPPED NAILS ARE NOTALLOWED IN THESE APPLICATIONS. 17. NAIL TYPE USED IN WALL, FLOOR, AND ROOF WSP SHEATHING SHALL BE COMMON OR GALVANIZED BOX NAILS. SINKER NAILS, COOLER NAILS, ETC ARE NOT PERMITTED IN THESE APPLICATIONS. 18. ALL SIDE LOADED LVL BEAMS TO BE FASTENED TOGETHER PER MANUFACTURER REQUIREMENTS. 19. ALL MULTI -PLY BEAMS TO BE SUPPORTED BY STUD PACK WITH ONE ADDITIONAL STUD THAN BEAM PLY'S. SYMBOLS / ABBREVIATIONS SYMBOL/TAG DESCRIPTION APPLIES TO 9 DETAIL ON SHEET DETAILS, SECTIONS, SHEET NUMBER OCCUPANCY CATEGORY &ELEVATIONS T=XXX'-XX" ELEVATION (TOP) FOOTINGS AND BBQ ELEVATION BOTTOM FOUNDATION WALLS INTERNAL PRESSURE COEFFICIENT, GC +/-0.18 SPOT T.O.X.LEVELS, ELEVATION MARK ELEVATIONS, & PLAN XXX - SLOPE FACTOR, Cs 0.79 ELEVATIONS T.O.S. = XXX' -XX" TOP OF STEEL PLAN VIEW NOTATIONS 0 ELEVATION JST BRG= XXX -XX" JOIST BEARING PLAN VIEW NOTATIONS ELEVATION QREVISION MARK SHEET REVISIONS ABV DEFINITION ABV DEFINITION AB ANCHOR BOLT SIM SIMILAR CONDITION CJ CONTRACTION JOINT STD STANDARD CL CENTERLINE TOC TOP OF CONCRETE DIA DIAMETER TOD TOP OF DECK EOD EDGE OF DECK ANGLE TOL TOP OF LEDGE EOS EDGE OF SLAB TOM TOP OF MASONRY EXT EXTERIOR TOS TOP OF STEEL GA GAUGE TOW TOP OF WALL HAS H EADED ANCHOR STUDS TYP TYPICALCONDITION OC ON CENTER UNO UNLESS NOTED OTHERWISE PAF I POWDER ACTUATED FASTNRj WP WORKPOINT WOOD FRAMING PLAN SYMBOLS SYMBOL DESCRIPTION CONCEALED FLANGE HANGER REF SCHEDULE JOIST HANGER REF SCHEDULE � JOIST BEARING LOCATION 2x POST TO BE MIN. WIDTH OF MEMBER IT IS SUPPORTING, UNO (POSTS SUPPORTING MULTI -PLY L LVL BEAMS TO HAVE ONE ADDITIONAL STUD THAN BEAM PLYS) 2x POST DOWN TO HEADER, MUST BE MIN. WIDTH OF MEMBER IT IS SUPPORTING, UNO Q POST ABOVE. FRAMER MUST ENSURE THAT POST ® BEARS ON BEAM BELOW OR IS CONTINUOUS DOWN U TO THE FOUNDATION LEVEL. BASE PLATE TAG � BASE PLATE CALLOUT NN' BOTTOM OF BASE PLATE PLAN COLUMN ELEVATION 0Q 0 PLATE SHOWN FOR CENTERLINES OF COLUMN ORIENTATION GRID/DIMENSION LINES COLUMN TAG \� e- -CAP PLATE CALLOUT 3 COLUMN SIZEO15+ 5 CONNECTION DETAIL PLAN COLUMN CENTERLINES OF COLUMN GRID/DIMENSION ENSISI ON LINES FRAMING SYSTEM TAG L DIRECTION OF [ FRAMING MEMBER mm EXPANSE OF FRAMING SYSTEM MARK BEAM LEGEND EVENLYSPACED STIFFENERS CAMBER SIZE -WEB # OF COMPOSITE STUDS COMMENTS BEAM SIZE �j j DETAIL 1 1 1 XXK Wi 6X36(16)C=1"[8]{NOTE} X/SXXX T.O.S. 118'-0" DO TOP OF STEEL CONNECTION ELEVATION MOMENT CONNECTION 2/15/2021 4:19:34 PM REQUIRED ENGINEER OF RECORD OBSERVATIONS 1. FOOTING/PIER FORM WORK AND REINFORCEMENT. - 2. CONCRETE WALL FORM WORK AND REINFORCEMENT. - 3. FINAL FRAMING.b a. E.O.R REQUIRES 48 HOUR NOTICE PRIOR TO OBSERVATION. OBSERVATION TO OCCUR WHEN MAJORITY OF FORM WORK AND REINFORCEMENT IS IN PLACE AND NO MORE THAN 24 HOURS BEFORE CONCRETE POUR. b. E.O.R. TO SIGN OFF ON ALL FRAMING PRIOR TO WRITING REPORT OF COMPLETION FOR CERTIFICATION OF OCCUPANCY. G.C. TO INSTALL ALL MEMBERS NOTED ON PLANS AND HAVE ALL CONNECTION AND SUPPLEMENTAL HARDWARE INSTALLED PRIOR TO FINAL FRAMING OBSERVATION UNLES PREVIOUSLY OBSERVED AND SIGNED OFF ON BY E.O.R. DESIGN INFORMATION BUILDING CODE: 2018 INTERNATIONAL RESIDENTIAL CODE AS ADOPTED AND/OR AMENDED BY LOCAL BUILDING CODES SOILS INFORMATION: THE FOUNDATION DESIGN PROVIDED IS BASED OFF OFA MINIMUM ALLOWABLE PRESUMPTIVE LOAD-BEARING VALUE AS INDICATED BY IRC TABLE R401.4.1 IN LIEU OF A SITE BASE GEOTECHNICAL EVALUATION. IT IS RECOMMENDED THAT A QUALIFIED GEOTECHNICAL ENGINEER BE RETAINED TO VERIFYTH ESE ASSUMPTIONS PRIOR TO CONSTRUCTION. BY USE OF THIS FOUNDATION DESIGN WITHOUT PROVIDING SUCH VERIFICATION, APEX WILL NOT BE LIABLE FOR THIS DESIGN PARAMETER, AND THE OWNER SHALL ACCEPT ALL RISKS ASSOCIATED WITH DAMAGE T THE STRUCTURE AS A RESULT OF EXPANSIVE, COMPRESSIBLE, SHIFTING AND/OR OTHER QUESTIONABLE SOILS CHARACTERISTICS THAT MAYBE PRESENT ON-SITE. FROST DEPTH 36" PRESUMPTIVE LOAD-BEARING PRESSURE 1500 psf WIND DESIGN DATA: Main Building OCCUPANCY CATEGORY II ULTIMATE WIND SPEED (3 SECOND GUST), V 135 mph WIND EXPOSURE CATEGORY C VELOCITY PRESSURE, c, 23.0 psi INTERNAL PRESSURE COEFFICIENT, GC +/-0.18 ROOF SNOW LOAD DATA: Main Building GROUND SNOW LOAD, P, 30 psi SNOW LOAD IMPORTANCE FACTOR, k 1.00 SNOW EXPOSURE FACTOR, C¢ 1.00 THERMALFACTOR, G 1.00 SLOPE FACTOR, Cs 0.79 ROOF SNOW LOAD, Pr 30 psf SHEET LIST - STRUCTURAL SHEET NUMBERSHEET NAIVE 5100 GENERAL NOTES AND SPECIFICATIONS S200 IFOUNDATION & FRAMING PLAN S400 WALL SECTIONS .�O Wheaj O 011 W BG xoc, dIng pMs APEX ENGINEERS,INC. 2701 LAWRENCE ST. UNIT 19 DENVER, CO 80205 720.588.3222 w .apex-engineem.com PROJECT #: 40273 DRAWN BY: DCS CHECKED BY: Jared Lambrechl, P.E. SUBMITTAL DATE. 2152021 U) c+� F c+� Lu 0 W Y O O O � QN L U) Q W U W N � N [If F W EE [if z U [ Q LU LLI L [ W mm J U O- DO 2/15/2021 4:19:34 PM PROJECT #: 40273 DRAWN BY: DCS CHECKED BY: Jared Lambrechl, P.E. SUBMITTAL DATE. 2152021 U) F Lu W O U W F Q 2/15/2021 4:19:34 PM SHEET: GENERAL NOTES AND SPECIFICATIONS S100 All work shall comply with the 2018 IRC, 2020 NEC and City Municipal Codes. � VJ heat � Ra U m SCHEDULE -WOOD HANGER FACE MOUNT TOP FLANGE CONCEALED BEAM HANGER HANGER HANGER 2x10 LUS210 LB210AZ N/A (3) 1 3/4"x71/4" LVL HU68 WPU5.5017.25 HUC68 (2)2x6 LUS26-2 HUS26-2TF HUC26-2 NOTES: 1. ALL HANGERS ARE SIMPSON PRODUCTS UNO. 2. ALL EXTERIOR HANGERS TO BE ZMAX OR GALVANIZED. 3. INSTALL ALL HANGERS PER MANUFACTURERS RECOMMENDATIONS. 4. USE SCHEDULE LINO ON PLAN. ROOF FRAMING PLAN 1/4" = V-0" IFYALL 9ARCH Ems SCHEDULE - PAD FOOTING MARK I LENGTH I WIDTH DEPTH REINFORCING F1 1 2' - 0" 1 2' - 0" 0' - 10" (3) #4 EA. WAY PLAN NOTES -FOUNDATIONS 1. PROVIDE CONTROL JOINTS (1/4 SLAB DEPTH) AT 10'-0" OC BOTH WAYS, NOT SHOWN FOR CLARITY. 2. CONTRACTOR TO VERI BY ALL FOUNDATION ELEVATIONS AND STEPS PER SITE CONDITIONS. 3. TOP OF SLAB ELEVATION SHOWN IN PLAN IS FOR REFERENCE ONLY. 4. REFERENCE ARCHITECTURAL DRAWINGS FOR WALL OPENING DIMENSIONS, EXTERIOR FINISHES AND ADDITIONAL NOTES. 5. REFERENCE GENERAL NOTES SHEET FOR ADDITIONAL FOUNDATION SPECIFICATIONS. 6. CONTRACTOR TO CONTACTAPEX ENGINEERS, INC AT LEAST48 HRS IN ADVANCE OF ANYCONCRETE POUR. G.C. TO FIELD VERIFYALL DIMENSIONS WITH ARCH 30'-0 1/8" 17'-10 3/8" 12'-1 3/4" — — — — — -'-- — — — — — — — — — — — — — — — -------------- ------------- , 0 I I I I� ------------- I I I N CHECKED BY: Jared Lambrechl, P.E. iof.=b.4• _TOCP-% 10 BOF b' -C' I Ie.. I c+� m I m 4"SLAB ON RE: ARCH FOR SLOPE I GRADE RE: ARCH AND FINISH REOM'S F1 OF 6 B 0 Fes' -C' � o I - I I LPBP.=9B-10' I O_ FOUNDATION WALL PLAN 1/4" = 1'-0" 11'-10 7/8" I m I — ABU66Z POST BASE TYPICAL I C0 �4. B 0F,%' -C' I ------------� M 24'-0 5/8" 0 11 8" WIDE x 12" DEEP EDGE BEAM W/#4 CONT BAR TOP AND BOTTOM 12'-1 3/4" APEX ENGINEERS,INC. 2701 LAWRENCE ST. UNIT 19 DENVER, CO 80205 720.588.3222 W W W.apex-en gin eem.com PROJECT #: 40273 DRAWN BY: DCS CHECKED BY: Jared Lambrechl, P.E. SUBMITTAL DATE 2152021 c+� c+� F � o O_ O < d _ U) _ U) W L m UQ w W O W� LU S [if z U [ LU U O O L � w J U LU D_ m / PROJECT #: 40273 DRAWN BY: DCS CHECKED BY: Jared Lambrechl, P.E. SUBMITTAL DATE 2152021 F LU LU O U LU 0 u 2/15/2021 4:19:34 PM SHEET: FOUNDATION & FRAMING PLAN S200 All work shall comply with the 2018 IRC, 2020 NEC and City Municipal Codes. ,jkT.O.1ST FLR PL 108'- 0 7/8" RE: ARCH FOR RAFTER TAIL AND FASCIA RE: ARCH FOR BEAM WRAP #4x ry LAT 24"o.c. 2 0 jj4T.O. 1ST FLR PLY — — — 00' - 0" T.O.PILASTER 98'-10" — — (4)#5 DOWELS, (1) IN EA CORNER T.O.F. —w 96' 4" — U y Lu K RE: SCHED ROOF RAFTERS RE: PLAN 5/8" APA RATED ROOF SHEATHING / H2.5TCLIPAT EACH RAFTER /q^ CEILING JOISTS RE: PLAN POST CAP RE: PLAN WOOD COLUMN RE: PLAN 2x6 AT 16" o.c. KNEE WALL OVER WALL BELOW (E) OPENING RE: ARCH — 2 PATIO SECTION S400 1/2" = 1'-0" SIMPSON ViCR CLIP FROM EACH RAFTER TO ROOF STRUCTURE BELOW 2x6 AT 16" o.c. KNEE WALL OVER WALL BELOW � (E) OPENING RE: ARCH — BASE 4" SLAB ON GRADE /POST RE: PLAN SUBMITTAL DATE 2152021 RE: ARCH FOR EXTENTS c+� AND FINISH REAM'S WELDED WIRE FABRIC SQUARE OR ROUND REFER TO PLAN PILASTER RE: PLAN NOTES #3 TIES AT 12" o.c. WITH (3) AT TOP FTG REINF _ _ _ _ _ _ _ RE: SCHEDULE 11 PATIO SECTION S 400 1 1/2" = V-0" FLUSH HEADER OVER WINDOW. POST DOWN TO KING AND TRIMMER STUDS BELOW 108'-0 7/8" FIELD VERIFY 108'-0 7/8" FIELD VERIFY . VERIFY(E) HEADER OR INSTALL (N) HEADERAS INDICATED ON PLAN APEX ENGINEERS,INC. 2701 LAWRENCE ST. UNIT 19 DENVER, CO 80205 720.588.3222 w .apex-engineem.com PROJECT #: 40273 DRAWN BY: DCS CHECKED BY: Jared Lambrecht, P.E. SUBMITTAL DATE 2152021 c+� c+� 0 z W Y O O H � d U U) W O L m UQ W N U N D-' W S [if z U [ LU L �LLI W M J U 0- Q m PROJECT #: 40273 DRAWN BY: DCS CHECKED BY: Jared Lambrecht, P.E. SUBMITTAL DATE 2152021 F z W O U W Q 2/15/2021 4:19:35 PM SHEET: WALL SECTIONS S400 For Berry Here are the required bnnsto complete the permit approval, per youremall below. Pleaseletmeknowlt you need any atltlttlonal Info Sincerely, GW From: Cemmoev Permit Imadho PermlesPdwheat idea .m.us] Bent: Tuesday, June 08, 26213'.66 Go To: Gary Wagner 6e: Commoev Permit Subject RE'. Online Form Submtttal'. Addition to Existing Building Good afternoon, Your plan review is approved and final steps are all that IS left We will need to collect final tees totaling $93620 torthe permit tee. I have attached a new payment authorization form for you to complete and email back overto us We will also need to obtain your contractor information Or the protect. If there will be an y electrical/mechanical/plumbing with this scope of work, a subcontractor form Or that scope of work will need to be provided back over to usaswell . If you will be cempletlngthe work yourself, you will need to complete a homeowner notarized form for usto name yourself as the contractor of record I have attached all files described above and a breakdown of fees below. Please let us know If you have an y questions about them porous We are here to help. There you and be sabot Justin Bary Building Division OfficeFhooe 303-235-2855 Office Hours: rant RD!Enw Cp rMwlLrlge From: not apt VS) d ATeattldge couarno replVS) d. AT eattldge co ua> TO wo up., Park no. I Russ on to D Mach.e.r.. 21 of 4 21 KRIECAMNER 0 REED ST .LEeONTnAshatt 0ROAT.enFARM 2830REEDST 0a,<,°of For Berry Here are the required bnnsto complete the permit approval, per youremall below. Pleaseletmeknowlt you need any atltlttlonal Info Sincerely, GW From: Cemmoev Permit Imadho PermlesPdwheat idea .m.us] Bent: Tuesday, June 08, 26213'.66 Go To: Gary Wagner 6e: Commoev Permit Subject RE'. Online Form Submtttal'. Addition to Existing Building Good afternoon, Your plan review is approved and final steps are all that IS left We will need to collect final tees totaling $93620 torthe permit tee. I have attached a new payment authorization form for you to complete and email back overto us We will also need to obtain your contractor information Or the protect. If there will be an y electrical/mechanical/plumbing with this scope of work, a subcontractor form Or that scope of work will need to be provided back over to usaswell . If you will be cempletlngthe work yourself, you will need to complete a homeowner notarized form for usto name yourself as the contractor of record I have attached all files described above and a breakdown of fees below. Please let us know If you have an y questions about them porous We are here to help. There you and be sabot Justin Bary Building Division OfficeFhooe 303-235-2855 Office Hours: rant RD!Enw Cp rMwlLrlge From: not apt VS) d ATeattldge couarno replVS) d. AT eattldge co ua> Sent: Thursday, May 6, 20211:43 PM To: CommDev Permits <Permits@ci.wheatridge.co.us> Subject: Online Form Submittal: Addition to Existing Building Addition to Existing Building THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this Residential or Residential - upload Proof of Submission to Sanitation District Commercial? and Water District Upload Proof of Submission Field not completed. to Sanitation Department Upload Proof of Submission Field not completed. to Water Department PROPERTY INFORMATION Property Address 2830 REED ST. Property Owner Name Gary E. Wegher / Celeste R. Lucero Property Owner Phone 303-587-2322 Number (enter WITH dashes, eg 303-123-4567) Property Owner Email aweaherObalance-architecture.com Address Attach City of Wheat Ridge ELECTRONIC PAYMENT FORM - 2830 REED ST - Electronic Payment Form - 05.06.21.Ddf **DO NOT ATTACH A PICTURE OF A CREDIT CARD** APPLICANT INFORMATION Applicant Name Gary E. Wegher What is your role in the Property Owner project? Contact Phone Number 303-587-2322 (enter WITH dashes, eg 303-123-4567) Contact Email Address for aweaher()balance-architecture.com Plan Review Comments Retype Contact Email Address DESCRIPTION OF WORK Detailed Scope of Work - Provide use of addition (i.e. master bedroom with master bathroom); Indicate mechanical, electrical, plumbing scopes Location of Work new patio slab and covered roof rear of home off dining/kitchen area Square Footage of Addition 435 Asbestos Report ASBESTOS INSPECTION REPORT - 2830 REED ST. - 05 0621 Ddf Engineering Letters, Energy STRUCTURAL CALCULATIONS - 2830 REED ST - Calcs and Other Letter Size 05.06.21. Ddf Attachments Construction Plans scanned CONSTRUCTION DOCUMENT SET - 2830 REED ST. - on 11'x17" or larger 05 0621 Ddf Provide Passcode for Plans if locked Project Value (contract value or cost of ALL materials and labor) Field not completed. 24,000 SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full responsibility Yes for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work may Yes 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. Person Applying for Permit Gary E. Wegher 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. Email not displaying correctly? View it in your browser. � ► � i City of Wheat Ridge Residential Addition PERMIT - 202100913 PERMIT NO: 202100913 ISSUED: 09/07/2021 JOB ADDRESS: 2830 Reed St EXPIRES: 09/07/2022 JOB DESCRIPTION: new patio slab and covered roof, rear of home off dining/kitchen area, 435 sq ft *** CONTACTS *** OWNER ( 3 0 3) 5 8 7- 2 3 2 2 WEGHER GARY SUB (303)278-4044 LOUIS KARSTEN 022118 KARSTEN ELECTRICAL SERVICES, L *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 24,000.00 FEES Total Valuation 0.00 Plan Review Fee 277.03 Use Tax 504.00 Permit Fee 426.20 ** TOTAL ** 11207.23 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. 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. For one- or two-family dwellings, the first twenty-five feet (25') of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. In addition, no less than twenty-five percent (250) of the gross lot area and no less than one hundred percent (1000) of the front yard shall be landscaped. 1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Addition PERMIT - 202100913 202100913 ISSUED: 09/07/2021 2830 Reed St EXPIRES: 09/07/2022 new patio slab and covered roof, rear of home off dining/kitchen area, 435 sq ft 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�permrt. I further attest that I am leg ally 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 1, 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 and��procedures 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. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired 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, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 09/07/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Addition to Existing Building Date: Thursday, May 6, 2021 1:42:52 PM Addition to Existing Building THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this Residential or Residential - upload Proof of Submission to Sanitation District Commercial? and Water District Upload Proof of Field not completed. Submission to Sanitation Department Upload Proof of Field not completed. Submission to Water Department PROPERTY INFORMATION Property Address 2830 REED ST. Property Owner Name Gary E. Wegher / Celeste R. Lucero Property Owner Phone 303-587-2322 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email gwegher@balance-architecture.com Address Attach City of Wheat ELECTRONIC PAYMENT FORM - 2830 REED ST - Ridge Electronic 05 0621 Ddf Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" APPLICANT INFORMATION Applicant Name Gary E. Wegher What is your role in the Property Owner project? Contact Phone Number 303-587-2322 (enter WITH dashes, eg 303-123-4567) Contact Email Address gwegher@balance-architecture.com for Plan Review Comments Retype Contact Email Address DESCRIPTION OF WORK Detailed Scope of Work - Provide use of addition (i.e. master bedroom with master bathroom); Indicate mechanical, electrical, plumbing scopes gwegher@balance-architecture.com new patio slab and covered roof Location of Work rear of home off dining/kitchen area Square Footage of 435 Addition Asbestos Report Engineering Letters, Energy Calcs and Other Letter Size Attachments Construction Plans scanned on 11'x17" or larger Provide Passcode for Plans if locked Project Value (contract value or cost of ALL materials and labor) STRUCTURAL CALCULATIONS - 2830 REED ST. - 05.06.21. Ddf Field not completed. 24,000 SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for Gary E. Wegher Permit 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. Email not displaying correctly? View it in your browser. i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �- �' . A V- 0 (1 : Job Address: -2 Cl y- e < c sA Permit Number: 00 1C-� G O `� -1 1 ❑ 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: -c --S H \ Ct Inspector: �- DO NOT REMOVE THIS NOTICE t i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Yn k 0 UL F Job Address: c 'r c.l s. Permit Number: o c7 O U ❑ No one available for inspection: Time I `' AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: �= i Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201900577 PERMIT NO: 201900577 ISSUED: 04/02/2019 JOB ADDRESS: 2830 Reed St EXPIRES: 04/01/2020 JOB DESCRIPTION: Residential re -roof and re -deck with asphalt shingles. Squares: 25.33; Pitch: 4/12. *** CONTACTS *** OWNER (303)465-4215 SUB (303)472-3655 WEGHER GARY DANIEL MONTEZ 090249 TEAM CONSTRUCTION SERVICES INC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 20,194.00 FEES Total Valuation 0.00 Use Tax 424.07 Permit Fee 378.65 ** TOTAL ** 802.72 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75% of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75% of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. 'Alw- Ago - PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Roofing PERMIT - 201900577 201900577 2830 Reed St ISSUED: 04/02/2019 EXPIRES: 04/01/2020 Residential re -roof and re -deck with asphalt shingles. Squares: 25.33; Pitch: 4/12. 1, 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 er n - I further attest that I am legally authorized to include alt entities named within this document as partes 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 1. 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 pennit 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 changeof the natural flow of water without prior and specific approval. 5. The 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 Divis'�p 5, The iss4ance or gran ± '' of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any app w. e , de ora ordinance or 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. Dina Kemp From: no-reply@ci.wheatridge.co.us Sent: Tuesday, April 2, 2019 9:49 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Dina Residential Roofing Permit Application This application is exclusively for new RESIDENTIAL roofing permits and for licensed contractors only. Permits are processed and issued in the order they are received. You will be notified if your contractor's license or insurance has expired. The license and insurance must be current before the permit will be processed. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. The Building Division permit counter is open from 7:30 am to 3:30 pm, Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes RESIDENTIAL reroof permit? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATI72830 Property Address Rid Street, Wheat Ridge, CO 80033 Property Owner Name Gary Wegher Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Address 303-465-4215 gwegher@balance-architecture.com Do you have a signed Yes contract to reroof this property? CONTRACTOR INFORMATION Contractor Business Team Construction Services Name Contractor's License 90249 Number Contractor Phone 303-472-3655 Number (enter WITH dashes, eg 303-123-4567) Contractor Email Address dan@teamroofs.com Retype Contractor Email dan@teamroofs.com Address Credit Card Authorization Team Credit -Card -Authorization -Form - Wegher.pdf Form DESCRIPTION OF WORK TOTAL SQUARES of 25.33 the entire scope of work: Project Value (contract 20194 value or cost of ALL materials and labor) Are you re -decking the Yes ' roof? L/' Is the permit for a flat Pitched roof (2:12 pitch or greater) roof, pitched roof, or both? (check all that apply) What is the specific pitch 4/12 ✓ of the PITCHED roof? How many squares are 25.33 part of the PITCHED roof9 Describe the roofing Asphalt Shingles materials for the PITCHED roof: Type of material for the Asphalt PITCHED roof: Provide any additional Roof tear -off, redeck, and reroof. detail here on the description of work. (Is this for a house or garage? Etc) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. 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. 3 Person Applying for Dan Montez Permit Email not displaying correctly? View it in your browser. ` DEP`ARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 13429 BUILDING INSPECTION LINE - 303-234-5933 Date : 2/15/02 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: Property Address : 2830 REED ST Contractor License No. : 21176 Phone : 303-465-4215 Company : TYN-MAN ELECTRIC, INC. Phone : 303-810-7087 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 accurete; that I have read and agree to abide by all conditions printetl 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 ances for work under this per it. (OWNER)(CONTRACTOR) SIGNED DATE '9 Oa Description : REMOVE SUB PANEL, WIRE FOR NEW CIRCUITS Construction Value : $1,200.00 Permit Fee $44.85 Plan Review Fee : $0.00 Use Tax : $18.00 Total $62.85 Use: BUILDING DEPARTMENT USE ONLY ! SIC Sq Ft Approval : Zoning : " 4, ~ *1° Approval: '"c'a.. ~Cl~so'.w`~iY~ q mP~~ Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Expiration Date : Approval: Plumbing License No : Company : Expiration Date : Approval : Mechanical License No : Company : Expiration Date : Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject lo the laws of the State oF Coloratlo antl to the Zoning Regulations and Building Code of Wheat Ritl9e, Colorado or any olher applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commencetl within sixty (60) tlays fmm issue tlate or (B) the building authorizetl is suspentled or abandoned for a period of 120 days. (3) If this permil expires, a new permit may be acquired for a fee of one-half the amount normally reqwred. prowtletl no changes have been or win be made in me orlginel plans and specifcations and any suspension or abantlonment has not exceetled one 11) year If changes are matle or dsuspenson oaoanoonme-r. ezceeds one (1) year, full fees shall he paid for a new permit. (4) No work of any manner shall be done that will change the natural Flow of wafer causin9 a drainage problem. (5) Contractor shall notify the Building Inspector hventy-FOUr (24) hours in atlvance for all inspections and shall recerve written approval on inspection card before proceetliing with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specificalions shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, mle or regula[ion. Chief Building Inspector DEPARTMENT OF PLANNIlVG AND DEVELOPMENT F W~E`° T BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) cOLORA~~ ~~~UCATp i ON Buitding Permit Nuinber: Date: PropertyOwner: EL£ST L V~C£iPD Property Address: ~830 5-F,- Contractor License No.: 81 1 7 (n Phone : 416S 4a /5 Company: -Il'N-v''iAti f.LfC"i2)C, Phone: 3o3-910-7087 OWNER/CONTRACTOR SIGNA'I'[1RE OF LINDERS'CANDING AND AGREEhIENT I hereby certify tha[ [he setback distances pmposed by [his pemit applica[ion are accurate, and do no[violate applicable ordinances, rules or regula[ions of the City of Wheat Ridge or covenants, euemenGS or resttictions ofrecord; Iha[ aIl meuurements shown, azid allegations made aze accura[e; tha[ I have read and agree to abide 6y all condi[ions printed on this application and that I assume fiill responsibility for compliance with the Wheat Ridoe Building Code (U.B.C) and all other applicable Wheat Ri4ge Ordinances, for work under this permit. / (OWNER)(CONTRAGTOR):SIGNED ~PZUA7E Description: (_,;pL rpp ,vFw C112CJIT-5 vV k'.uac ~ ,Qfa'YloUL 3u 3 ~~Ftn~t<:._ Construction Value:$ /r700°~ Permit Fee:$ Plan Review Fee:$ Use fax:$ TOt&1:$ i N 't-"TCr/CN I , Z~ NN'N4 '2^ &&~ BUILDING DEPARTMENT USE ONLY . SIC: Sq.Ft.: ZONING COMMENTS: - Approval: Zoning: BUILOING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expuation Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (l) 'ILis pennit was issued in accordance with the provisions se[ forth in yoiv applicatlon and is subject to [he laws of the Scate of Colorado and m the Zoning Regidations and Bwlding Codes of Wheat Ridge, Colorado or any other applicable ordinances of Ne City. (2) This pemit shall exp've if (A) the work anthorized is not commeviced witliin sixty (60) days Gom issoe date or (B) the building anthonzed is suspended or abandoned for a pedod of 120 days. (3) If tlils pemit exp'ues, a vew pemit may be acquired for a fce of one-half the amount normaliy reqnired, pmvided no changes have been ar will be made in Ihe original plans and specif ca[ions avd any suspension or abandonment has mt exceeded one (1) year. Ifchrnees have been or if susprnsinn or nhm,dnnmenr exmeds one (l) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change die namral Ylow of water causing a drainage problem. (5) CovtractorshallmtifyNeBuildiugInspectortwenty-four(24)honrsinadvanceforallinspectionsandshallreceivewrittenzppmvaloninspecnoncardbefore praceeding witli snecessive pheses of tlmjob. (6) The issaence of a permit or the apPmval of drawings and specificatlous shall not be construed eo be a pemit foq nor xn approval of, any violztion of the pmvisions of tlie building codes or any other ordinancq law, mle or mgidafiov. Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number. : 13308 BUILDING INSPECTION LINE - 303-234-5933 Date : 1/2/02 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: CELESTE LUECERO Property Address : 2830 REED ST Phone : 465-4215 Contractor License No. : 21176 Company : TYN-MAN ELECTRIC, INC. Phone : 303-810-7087 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 wilh the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat gidge ordinances, for work under this permit. (OWNER)(CONTRACTOR)SIGNED// /I/i'J 4.;e/t- DATE /A9/0a Description : SERVICE UPGRADE TO 200A Construction Value : $1,200.00 Permit Fee : $41.80 Plan Review Fee : $&00 Use Tax $18 00 Total $59,80 Use: BUILDING DEPARTMENT USE ONLY 1 SIC : Sq. Ft. : Approval : Zoning : Approval: BG ~VW Approval : Occupancy : Walis : Roof : Stories : Residential Units : Electrical License No : Company : Plumbing License No : Company : Mechanical License No Company Expiration Date : Approval : Expiration Date : Approval : Expiration Date Approval . (1) This permil was issued in accortlance wiN the pmvisions set forth in yopur application and is subject to the laws of ihe State of Cobrado antl to ihe Zoning Regulalions and Building Code of Wheat Ridge, Coloratlo or any other applicable ortlinances of the City. (2) This permit shall expire if (A) the work authorizetl is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abantloned for a period of 120 days. (3) If this permit expires, a new permit may be acquiretl For a fee of one-haB the amount normally requireQ pmvided no changes have been or will be made in the original plans and specifcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceetls one ('I) year, full tees shall 6e paitl for a new permit. (4) No work of any manner shall be done thal will change the natural Flow of water causing a drainage problem. (5) Conlrector shall notiry the Building Inspeclor twenry-four (24) hours in advance for all inspections antl shall receive written approval on inspection cartl before proceediing with successive phases of the job. (6) The issuance of a pertnit or the approval of tlrawin9s and specifrations shall not be constmetl to be a permit for, nor an approval of, any violation of the provisions f the uildin codes or any other ordinance, law, rule or reguiation. Chief Building Ins ctor DEPARTMENT OF PLANDIING AND DEVELOPMENT Building Permit Number: of wHE'r P BUILDING INSPECTION LINE - 303-234-5933 Date: CITY OF WHEAT RIDGE U m 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) COC ORP00 j ~~~UCATi O~h 4 ♦ Property Owner. Cgc.8S7E LOr£-110 Property Address: d$SO R~E, s i. Contractor License No.: A~ Phone : CompanY: £LLC'IYLtc, ll,~2r Phone: 303-9J0-7097 OWNER/CONTRACTOR SIGNATURE OF ONDERSTAND WG AND AGREEMENT I hercby certify [hat [he setback distances proposed by Ihis permit applicalion are accuratq and do notviolate applicable ordinances, rules or regulations ofthe City of Wheat Ridge or covenants, easements or restrictions ofrecord; that all measurements showq and allegations made aze accurate; that I have read and agree to abide by all conditions printed on this application and ffiat I assume full responsibility fot compliance with the Wheat Ridge Building Code (U.B.C) and all other applicabte Wheat Ridge Ordinances, for work under this permit. (ownE[c)(conmwcroa):sicxED Description: ~fgUiCZ. u'il &i2fllb L. _19) 13~ d:~~ r4 • Construction Value:$ PermitFee:$ 1lJ. Plan Review Fee:$ Use Taac:$ TOY31:$ BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: kG'_ r/~/~ 2 PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof. Stories: ResidentialUnits: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (t) Iltis pemit was issued in accordance with che provisions set foNi in yoia apPlicatlon and is subject to tlie laws of the Stam of Colorado and to the Zoning Regulations and Huilding Codes of Whwt Ridgy Colocado or any other applica6le ordinances of the City. (2) This pumit shall expire if (A) tlx work authorized is not commenced within sixty (60) days from issue date or (B) fie building authorized is suspended or abandoued for a period of 120 days. (3) If this peimit expires, a new peemit may be acqu'ved for a fee of one-haff the amomt nocmally required, provided no changes have been or will be made in the originai plans and specificatlovs and any suspension or abandonmenthas not exceeded one (I) year. IIchaugu have been or if suspension or abandonment exceeds one (1) yeaz, full fees shall be paid for a new pelmit. (4) No work of any manner shffiI be done that will chauge the uanval flow of waror causing a draivage probiem. (5) CovaacrorsfiallnofifytheBnildingIDspecrortwenty-fow(24)hoivsinadvanceforallinspatlonsandshallmceivewrittenapprovaloninspectlovcardbefore proceeding wi[h successive phases of Nejob. (6) The Issuance of a permit or the approval of drawings aud speci5catlons shall vot be coustrned ro be a permit foq nor an approval of, any riolatlon of the provisious of the bwlding codes or avy other ordiuancy law, mle ar regulation. /--~4 ~ Chnf Build' nspector DEPARTMENT OF GOMMUNITY DEVELOPMENT 7500 WEST 29th AVENUE BUILDING INSPECTION DIVISION PERMIT N0. M94#19825 2345933 P.O. BOxe38 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VAUD ONLY WNEN 516NED BY THE CNIEF BUIIDING INSPECTOR AND RECEIPTEDBELOW. APPLICATION FOR MISCELLANEOUS PERMIT JOB ADDRESS 2830 Reed Street Lakewood 80215 OWNER Sh2t1 BOOtOn - CONTRACTOR GL'OSS-RhOd2 EXt2r10Y5 IriC. ADDRESS Sd[~e ADDRESS 10660 N. Flatiron Rd CITY L1tt10tOI1 CO ZIP CODE $0124 PHONE 7 7-1777 LICENSE NO. 17618 PHONE 462-1865 ZIPCODE CONTRACT PRICE $ l OQ9 nn DATE 11/9/94 d❑ TVP G Woll❑ Proieclinp❑ Othar SorDFOCe SIGNS roun 1. E 2. MATERIAL ❑ ❑ 7 Total SQuors Faat Eixf Parmif No No 3. ILLUMINATION Ysa 4. SET BACK FROM PROPERTY LINE N (SDeti}y whith ia front) ype _ ❑ S_ E ❑ _ W ❑ ❑ . Zone_ . ADDrwed,2onalnspeator DisopprOVad 1. TYPE SolidO More Thon BO% OpsnO 1.ose Than BO% Open Hoi ht fENCES MATERIAL 3. SET BACK FROM PROPERTY LINE N (SDeti}y whith ia front) _ ❑ S_ E ❑ _ W ❑ ❑ p Zone_ ADVrwed,2ons Inspeetw DiaopDrovsd IriStdll 3-tab Fitwrql acc chinMa c rn rr,r,f OTHER 2 DRAW SKETCH OR SHOW BELOW, THE FENCE,SIfiN,OR OTHER S?RUCTURE, GIVIhG DISTANCES FROM PROPERTV LINES. (SETBACK$ OR PROJECTIONS INCIUDED) ~ SPECIFV NORTN STREET NAME SHOW DISTANCES FROM THE M41N BUILDING TPADJOINING MOUSES, STREETS, AND PROPERTV LINES; ON IRREGULAR LATS, SHOW LEAST DISTANCE TO PROPERTY IINES,NOT MA%IMUM OR AVERAGE D15T4NCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INOICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. PERMIT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSUANCE IF WOflK IS NOT STARTED WITHIN THAT TIME. ELECTRICAL PERMIT STATE IICENSE N0. PLUMBING PERMIT STATE LICENSE N0. MECHANICAL PERMiT ALUMINU~AWIREUNDERSIZE8ILLEGAL FLOOR BSM IST 2ND 3RD 4TH N0. Fl1EUCirGaQMGaiOIlPropoM EI~CSoIO~ Np WATER CIASET FORCED AIR - BTU TEMPORARY METER WASH BOWL IiOT WATER - BTU NEW SERVICE - AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-BTU LIGHTING SINK OTMER HEATING GARBAGE DISP REFRIGERATION SYSTEM POWER SUB-GFCUITS WATER HEATER Retri eronf Gloup UTIUTY(RANGE,DISPoSER,ETC) AUTO. WASHER Pa+nds CMr e FI%TURES DISH WASHER AUTOMATIC SPRINKLER SYSTEM WIRING MOTOFtS B CONTROLS FLOOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS 9 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTl+L FI%TURES I Aoreby ocknowledqe thot this applica- fion is conect and undersiand tnot I connot frari tnie vroitlct until tnie oppli- eotion if apOroved. 1 shall comply with 1M lows of the Slnte oi Colorado and to fhe 2oninp Requlationa ond BuildinQ Code ofthe City f Wneat RiEQe. Any violalion ol t~e ove terme wdi couse immediate revoc Ot on of this Dermit PERMIT FEE .6--(/ i NOT VALID UNLESS RECEIPTED UUSE TAX 13.11 TOTAL Et E $ qqjrfi., APPROVE D ~ DISAPPROVE CHIEF BUILDING I SPECTOR,C ityof Wheat Ridge CALL 234-5933 24 HOURS IN ADVANCE FOR INSPECTIONS Date Issued Gross-Rhode, C.