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HomeMy WebLinkAboutB18-0121_Approved Plans_1531421183.pdf 11L" d'' .x. C 07112118 SHEET INDEX Town of Vail Adopted Codes & Standards: A101 CODE REVIEW& DEMOLITION NOTES: 2015 International Residential Code • This is a full interior gut. 2012 International Plumbing Code A102 DEMOLITION • All interior finishes are to be removed. 2015 International Mechanical Code A103 FLOOR PLANS • All mechanical, plumbing and electrical to be removed. 2012 International Fuel Gas Code A104 FLOOR PLANS & SECTIONS • The insulation is to be removed. 2015 International Fire Code • The fireplace is to be removed. 2015 International Energy Conservation Code E101 LIGHTING • The stair framing is to be removed. 2014 National Electrical Code The framed walls that are hatched below are to be removed. 2015 Amendments located in Ordinance No. 14, Series 2015 E102 LIGHTING • S1. 1 STRUCTURAL NOTES • All exteriorfinishes, doors and windows are to remain. 7:::$ Town of Vail Building Permit: B18-0000 InspectionCall Line: (970)497-2149 S2. 1 FOUNDATION PLAN & FIRST LEVEL FRAMING Underground Plumbing Be advised, as of 5/1/2018 the inspection call line In-floor Heatp S2.2 SECOND LEVEL FRAMING & ROOF FRAMING CO Fire Alarm/ Sprinkler Rough-in is no longer a viable option for inspection Domestic H2O!Waste& Vent requests. For inspections, send an email to: O Gas /Venting/ Fireplace Rough-in inspections@vailgov.com. Electrical Rough-in Include the permit #, type of inspection requested, I: Structural Engineer's Field Inspection contact name and phone # and the date you Framing/ Glazing would like the inspection performed. Spray Insulation Insulation (1) 1-hour Separation Blower Door TestC Plumbing Final A B Mechanical (Heat) Final 0 Mechanical (Venting) Final Mechanical (Fireplace) Final A , 0 Electrical Final (1) OFire Alarm/ Sprinkler Final Building Final 73 E Fire Alarm: 0--) �/ 0 Fire Alarm System to comply with current NFPA 72, NFPA 720, 2015 International Fire Code, L.L and Vail Fire and Emergency Services fire sprinkler installation standards. CO 0Fire Sprinkler System: (/:p) -S— Automatic residential fire sprinkler systems shall be designed and installed in accordance with NFPA 13D and Vail Fire and Emergency Services fire sprinkler installation standards. 0 _ _ C }' Occupancy Group: r T• ' T p — R-3 Residential One and Two Family Construction Type: as) VB 0 1: 950 Red Sandstone a Rd,Vaill, CO 81657 T1 Frontage Rd w _* O in ` � S Frontage Rd W ►V Fror'tar,le Rd SSV 176 __ __a o Spree ,Q;, -Q3, oma --___=__ �°"-__ �'reek 6,,f C3) m read Circle b (?' The.'Little Diner M'-' --- --�-.� 1—,_- 1 O 'SC - Evergreen n Lodge __- I I H �� — — Vail Spa Vaal Valley Medical Center pru–nt a Rd w –__~ �-__ LJ Candarni,runss I, H y --- =`17fi She The Arrubelle at Vail Four Seasarn '' and jL add Antlers at Val Square,-.. 1q+ I�Reside% . Li 4 Meadow Dr Resnie... _ L I, The Ritz Crajton C Vol k+ I� lhif The Sebastian-Void I- Lion Square Lodge 4;tg1e ReC ek F Mm,,,,, 0 1--, I •V+1 g Beaver Dam Rd 5araenaLp Hotel d� 1 1 1 1 1 1 L REaGaeCrek iSweet Basil t I I I I I I -It ,,r � ay,. _I I I I I I Revision/Issue I I I I I I I Residential Cluster Zoning Review I LLL 1 I _ - - Lot Size GRFA Allowed I I I -Site Coverage Allowed 25% Lower Level 907 II Proposed Site Coverage No Change Main Level 999 Ii fl I � Patio No Change Upper Level 981 @-) Driveway No Change Total Living Square Footage 2887 1 Landscaping No Change Garage 274 % Landscaping No Change Gross Square Footage 3161 Snow Storage 30% No Change 16' Ceilings 140 Dwelling Units Allowed No Change % Below Grade 0.72 Max Building Height 33'-0" Basement Credit 649 4 Required Parking 2000-4000 3 Total GRFA 2378 General Enclosed Parking 1 Contractor GILLETTE LLC CONSTRUCTION POST OFFICE BOX 5821 888.719.1123 VAIL COLORADO 81658 gillettellc.com th —T— Lr — J Project Name and Address (I L n lrE 0950 Red Sandstone Road (5) — — — — Unit 1 Potato Patch Club Condominiums - - - - Vail, Colorado Project Sheet 09500 A 101 Lower Level Main Level Upper Level Date Scale: 1"=20'-0" 2 Scale: 1"=20'-0" 3 Scale: 1"=20'-0" 04.04.2018 DEMOLITION 1 Lower Level Demolition Scale Scale: 1/4"=1'-0" 1/4"=1'-0" °F I/4/ e. hop 07/12/18 CO 0 11 CD B0 A B 0 c 0 _ .I JaD (1) 0 DE 0 ry 1 0 a) C r: CO o CO a- (2) • P 7- 0 C p — CD / I20 ,s LU . - ii II I 1-1 / (F 1 0)CD LL I 17C _ _ _ II II II IW 44 I I I I I 1 1 1 1 1 1r —II- 1 1 1 1 1 1 1 iL 1 1 1 1 1 I1 III I 1 1 1 I 11 I L J Revision/Issue 1 1 1 1 1 11 I I 1LL _ _ _ _ 1 1r 1 1 1 1 1 1H- 1- + -H _ LL ± 1 1 1 1 1 1 1 1 1 1 1 1 111111 111111 1 1 1 1 1 1 1 1 1 1 1 10 _ 1111 )) mil II 11 1L1 IIS_ IL J1 1 L_ J 1 1- - - - -1 11 11 11 I I IX 4 General Contractor GILLETTE LLC CONSTRUCTION =JJ POST OFFICE BOX 5821 888.719.1123 VAIL COLORADO 81658 gillettellc.com Project Name and Address 0950 Red Sandstone Road Unit 1 Potato Patch Club Condominiums Vail, Colorado Project Sheet 0950 A 10 2 Date 04.04.2018 DEMOLITION 0 First Level1� Second Level Scale Scale: 1/4"=1'-0" 2 Scale: 1/4"=1'-0" 1/4°=11-0° Z. C 16 L. 07112118 NOTES: • The exteriorwallsshall be insulated with polyurethanespray foam R-21 minimum. • Domestic water piping shall be Upnor Aquapex. • The exterior cell ings shall be insulated with polyurethanespray foam R-49 minimum. • All waste lines above ground must be no hub cast iron. • The furred concrete wallsshalI be insulated with R-13 (2") polyurethanesprayfoam. • All vent piping may be schedule 40 PVC. • The rim joists shall be insulated with polyurethanespray foam R-21 minimum. • All gas piping to be schedule 40 blacksteel pipe. • The interior mid floorsshal l be insulated with R-30 unfaced fiberglassbatts for sound. • The side arm water heater will be Triangle Tube Smart 60. • The interior wal Isshal I be insulated with R-11 & R-19 unfaced fiberglassbatts for sound. • The radiant heat tubing shall be Upnor. Include Quick Trak at the lower& first level. The second level will incorporate a concrete underlayment. • All windows and doors shall be chinked with expanding foam. • Thermostats shall be Nest. Zone valvecontrolsand switching relaysshall be TACO. • All penetrations shal I receive fire rated foam. • Circulators shall be Grundfos with Auto-Adapt. • All exteriorwal Isshal I receive foam to all stud packs, windows & door headers, top & bottom plates,and gaps at any framing member. • The boilershall be a Triangle Tube Prestige ACVMax250. TM • All wallsshall receive$" Type-Xdrywallwith Level 5 gypsum finish. The closets,garage, and mechanical shall be Level 4. • The exhaust fans shall be Panasonic WhisperGreen Select , ECM Motor, 50-80-110 CFM with SmartAction Sensors. • The fire suppression system shall be copper pipe. (10 • The fireplace shall be a 49" Mason-Lite, w/ 80,000 BTU Gas Log Set, 10" B-vent& Flue Sentinel Automatic Damper 0 12 CD Be ® B co c 21'-4" 10'-8" 21'-4" 10'-8" 0 A-• 0 0 DE 0 0 I 0 0 L -.J o in in i .—L---, 1 \ W -0 0 k • 0 - . mr. - C i7:5 LOWER SOUTH BEDI i4 (1) pl4,Finished Floor 100'-1 1/2" 11 ., :r;r:.N_ i T.O. Ply 100'-0lt „ ._ a ,..„.. ..mi___ i \[ .----. — . _ _ ---- ------- C 1 LOWER NORTH BED LIVING ”' r Finished Floor 91'-5 1/2" l \ I o— — L() III NI T.O. CONC 91'-4" --� I o m o I fn I— — — 0) 11 C O °° , i CD w fi'r \ a) N 0 N /% tie' \ I o / , 0 , �> �i'Il 0 e — 1 ^1m go — w -Z U \I m ..F L I J 1 2-8x7-6 • _ o DWR I FREEZER 0 75 0 : ©. ' N . O a, N t< 4 m _ •.,�\ �. ) Revision/Issue I ElN ._@.)_,, 6) KITCHEN \ ' I I I ir~ N L v`- O O R!@):2 A FJ r zUa-6 I.12 1 WARDROBE r N a, FRIDGE PANTRY APPLIANCE 0 3-4x7-8 MECHANICAL - 0 . BUILT-IN LAUNDRY . W.C. 0 0 - — ti ~ MUDROOM ENTRY W/D W/D 111 \!,] (69 N o 8 o (LID 4 3-0x7-6 N1 Hour Separation p General contractor N . GILLETTE LL C z - CONSTRUCTION gro.,--* � IMO ri WAGE D) m � „( POST OFFICE BOX 5821 888 719 1123 l'''' VAIL COLORADO 81658 gillettellc.com Replace$" Type X Drywal Ion Party Wal I Throughout Project Name and Address 0 _ 0 0950 Red Sandstone Road Unit 1 Potato Patch Club Condominiums Vail, Colorado 2 2 A104 A104 I Project Sheet 0950 A 103 Date 04.04.2018 FLOOR PLANS 1 Lower Level 2 First Level Scale Scale: 1/4"=1'-0" Scale: 1/4"=1'-0" 1/4"=11-0" 10 °F P4 07/12/18 7:::$ CU 7 0 I 2" Diameter Leather Wrapped Handrail o�b CIIIIL I: W/2" CPSC 16 CFR 1201 Category II Glazing o iy//0,_10"i c, ,, , a) 7 A B _ i • 21'-4" 10'-8" o O /IN N m 2x2 Square Balusters • i ti7 (in 0 D o • Wood Treads Match Flooring 7.3 E 0 o Bent Steel Stringer o C r2 CO O Vcfc): CI) 0 O - _ (32} Stair Rail Scale: 1/2"=1'-0" 1:3 — CD / (4) 5'-0" 24'-0" 7'-0" 12'-9" O 14) a, 12" 12" 0) 2-1/2" 1— 1 2-1/2" O 71- Master Closet i in L_ — _ gL Finished Floor 108'-1 " Master T.O. Ply 108'-8" - JJ I I Revision/Issue i ` 04.17.2018 Permit Resubmittal / ( 1 N- v' 7 O N-(p\ X V v Z.'O d ] N N N I 1 O Mr I 3-0x7-8 2-8x7-6 _ pa ill — I I - . 108'-8" 0 0 0 ti I N % O O V O v 4 • 4 Wardrobe -S- 100'-0" General Contractor Upper West Bed GILLETTE LLC °' CONSTRUCTION N Line of Bunks Aso / —I POST OFFICE BOX 5821 888.719.1123 VAIL COLORADO 81658 gillettellc.com 7 7— 7 AsR SRI I f MI \__, \__/ -S- 91'-4" Project Name and Address CO 0950 Red Sandstone Road Unit 1 Potato Patch Club Condominiums Vail, Colorado 2 A104 Project Sheet 0950 A104 Date 04.04.2018 FLOOR PLANS 01 Second Level 2 Section Scale Scale: 1/4"=1'-0" 1' Scale: 1/4"= -0" 1/4"=1'-0" CIF I/4/ e. hop 07/12/18 LEGEND Notes: CEILING FAN 1. 75% of lighting to meet 2015 IECC requirements. ❑ RECESSED CAN 2. Only select receptacles shown. Electricalcontractor to provide all CEILING SCONCE OR PENDANT required by code. 4- WALL SCONCE TRACK LIGHTING T STEP LIGHT ® CABINET LIGHT ® PIER MOUNTED FIXTURE -C:3 ❑ FLOOR UPLIGHT (13 o RECEPTICAL O IMI FLOOR OUTLET 41) HALF SWITCHED RECEPTICAL11 © 120V UL 217 Smoke / UL 2034 CO Combo D DIMMERas) M MOTION K KEYPAD T PRESETTIMER 0 F FAN CONTROL mil/ 24 24 HOUR TIMER U) 0 TV RECESSED TV BOX 7:3 E AC DUCTLESS AC (POWER TO OUTDOOR UNIT) MOTION ACTIVATED EXHAUST FAN ' EH------ T 'f I- CZ 0 ,- • ° — EXISTING EXTERIOR LIGHTING '— L CO (1) IIVi C TV ' :tsj\ p - ____ _ _ ______. .:, � — � \[ Ip t� (3--- (1) ___ _ grtopege11iI_IMI / 1i of the seating area 1111�'I it . >-`, t� C) / \ LO !nom I / mil ICI . Ns ! —u lI / / - - - - r� — _ I D GFCI I - - J GFCII (-------- EXISTING EXTERIOR LIGHTING CD Ld r 0 N.. — 1 -\ -----1:31---- — ------ ' ;\ 7 3-Way Stair I A a G))1i 0 GFCI / , ; N GFCI m Lighting Each \i// t: L GFdll �. ° J Level — / ❑ I HD • �-v I I I \GFC ° 3-Way Stair ,---0I i . Lighting Eachill - _ / — — Revision/Issue Level X,: \ 1 \ \ I 4/ __- _ Tirel 04.17.2018 Permit Resubmittal L J I ) \ ) \ GFCI-e.\ 1 / G _ Clock Outlet ski 7) Di DDD \ Ili I M 2nd level \ o J landing 5'AFF _ ~ / / ...„- 1 )\ I T 4 GFCI GFCI / �— / \ /—� U 41J• W/D Nct\ / \60 ) o0 o \ A- \ — EXISTING EXTERIOR LIGHTING 31 l 41 11 A I o GFCI U �IVB L U / General Contractor froL-vr ) IL G LETTE LLC GFCI1 o CONSTRUCTION POST OFFICE BOX 5821 888.719.1123 � VAIL COLORADO 81658 pllettellc.com 2Project Name and Address ; -r 0950 Red Sandstone Road Unit 1 PotatoPatch Club Condominiums Vail, Colorado Project Sheet 0950 E101 Dat e 04.04.2018 LIGHTING PLANS 1 Lower Level First Level0 Scale Scale: 1/4"=1'-0" scale: 1/4"=1'-0" 1/4"=1'-0" 40 °F ge4 C Z.4111„"'Igo] System: 120/240V OPTIONAL CALCULATION: Optional Calculation Details-BETA: 07/12/18 LEGEND Square Feet: 3161 Demand Load: 49503 VA CEILING FAN Small Appliance: 2 Minimum Current: 206 Amps General Load (Lights, SABCs, Laundry, Appliances, Ranges, Notes: Dryers,Water Heaters, other Motors)Total: 60758 VA 1. 75% of lighting to meet 2015 IECC requirements. 0 RECESSED CAN Laundry: 2 Standard or Minimum Breaker(240.6): 225 Amps General Load Net: + 30303 VA+ 2. Only select receptacles shown. Electrical contractor to provide all CEILING SCONCE OR PENDANT Bar Disposal: 1800 VA (Line-Line) Copper Service Conductor (T310. 15(B)(617)): 3/0 AWG General Neutral Net: ->24816 VA<- required by code. Kitchen Disposal: 1800 VA (Line-Line) Aluminum Service Conductor (T310. 15(B)(617)):250 kcmil - - WALL SCONCE Microwave: 1800 VA (Line-Line) Copper GEC-Service (250.66):4 AWG HVACLoad: +19200 VA+ TRACK LIGHTING Fridge: 1800 VA (Line-Line) Aluminum GEC-Service (250.66):2 AWG Freeze: 1800 VA (Line-Line) Neutral Load (220.61): 24816 VA Total Load: 49503 VA/ 240 = 206 AmpsIt T STEP LIGHT Bar Fridge: 1800 VA (Line-Line) Neutral Current: 103 Amps Neutral Load: 24816 VA/ 240 = 103 Amps ® CABINET LIGHT Bar Ice: 1800 VA (Line-Line) Copper Neutral Conductor (250.24(C)(1)): 1/0 AWG ® PIER MOUNTED FIXTURE 2 Washer: 3600 VA (Line-Line) Aluminum Neutral Conductor (250.24(C)(1)): 3/0 AWG -C3 2 Dryer: 14400 VA Copper EGC-Feeder (250. 122): 4 AWG CO ❑ FLOOR UPLIGHT COOKING APPLIANCES: Aluminum EGC=Feeder (250. 122): 2 AWG o RECEPTICAL Oven: 12000 VA O FLOOR OUTLET Cooktop: 1800 VA ® micro:1800 VA 0 HALF SWITCHED RECEPTICAL hood: 575 VA 11 © 120V UL 217 Smoke / UL 2034 CO Combo Heat (Line-Line): 48000 VA D DIMMER Cool (Line-Line): 0 VA (1) HVAC (Line-Neutral): 0 VA M MOTION Other Motors (Line-Line): 0 VA K KEYPAD Other Motors (Line-Neutral): 0 VA Largest Motor (Line-Neutral): 0 VA O — T PRESET TIMER F FAN CONTROL mi , 24 24 HOUR TIMER (1) O TV RECESSED TV BOX 73 E AC DUCTLESS AC (POWER TO OUTDOOR UNIT) a) MOTION ACTIVATED EXHAUST FAN C13 0(f) .a) C .1 L 0 'cr) (1)- '< W 11 t / X W CS \ LOI ff 2 CM M T L 7 0 I❑ - 7 I L_ _ J \ , 1 \/ I I 3-Way Stair Lighting Each — , ` Revision ssue Level _ o o- � i 04. 17.2018 Permit Resubmittal I I , I , \ IL . . 7 II— / \ (?)) \ Ile ci 0 / 11 --- / \ / i 0. �, DL \---.1,_ ______ ...." \ 110 / / \I \ n 11 General Contractor - --- \ GILLETTE LLC 44 CONSTRUCTION NPOST OFFICE BOX 5821 888.719.1123 VAIL COLORADO 81658 gillettellc.com UI �I -� Project Name and Address DD 0I / 0950 Red Sandstone Road / Unit 1 Potato Patch Club Condominiums Vail, Colorado Provide 3-Way above & below bunk. Switch below. Wall Sconce above. Project Sheet 0950 E 102 Date 04.04.2018 LIGHTING PLANS 0 Second Level Scale Scale: 1/4"=1'-0" 1/4"=1'-0" CV 4 401 07/12/18 SPEGIFICATIONS: DESIGN LOADS: STRUCTURAL WOOD FRAMING ASSEMBLIES: CODE EDITION: 2015 IBC A. ALL EXTERIOR WALLS/ SURFACES SHALL BE SHEATHED WITH PLYWOOD OR 055, TYPICAL, UNO. (ANY PANEL IN CONTACT WITH THE EXTERIOR SHALL BE EXT. GRADE). LIVE LOADS: B. PANELS SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE AMERICAN • FLAT ROOF 100 PSF PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF U.S. PRODUCT • SLOPING ROOF 80 PSF STANDARD PSI, LATEST EDITION FOR PLYWOOD ,TYPICAL ALL ASSEBMLIES. b PS E • FLOORS 40 PSF C. TYPICAL WOOD FRAMING ASSEMBLIES: DEAD LOADS: • LOAD BEARING WALLS: STRUCTURAL DESIGNS • ROOF 15 PSF I. ALL EXTERIOR WALLS SHALL BE ASSEMBLED WITH 2X6 STUDS AT 16 0.C. TO A PO BOX 6250 • FLOORS 15 PSF (NO CONC. TOPP'N) MAXIMUM HEIGHT OF 12'-6", 2X6 STUDS AT 12" 0.G. TO A MAXIMUM HEIGHT OF 14'-6", EAGLE, CO 81631 AND (2)-2X6 STUDS AT 16" 0.C. TO A MAXIMUM HEIGHT OF 16"-0", TYPICAL, UNO. PH. °i7O-551-6740 LATERAL LOADS: (STUDS LONGER THAN 16-0" SHALL BE REPLACED WITH 1 3/4" X 5 1/2" LVL STUDS). FAX. 1-888-562-4685 • BASIC WIND SPEED: N/A 2. ALL INTERIOR BEARING WALLS SHALL BE ASSEMBLED WITH 2X6 STUDS AT 16" O.G. INFO®bPSE.NET • EXPOSURE: N/A IN/ 5/8" GYPBOARD - STAGGER END JOINTS, AND FASTEN IN/ #8 DRYWALL SCREWS WWW.bPSE.NET • SEISMIC DESIGN GLASS: N/A AT 4" 0.C. ALONG ALL PANEL EDGES AND AT cl" 0.C. ALONG ALL INTERMEDIATE SUPPORTS; SUPPORT HORIZONTAL JOINTS IN/ WOOD BLOCKING - TYPICAL, U.N.O. THESE PLANS AND WRITTEN 3. GAP WALLS WITH A DOUBLE TOP PLATE INSTALLED TO PROVIDE OVERLAPPING/ MATERIAL,HEREIN,ARE CONCRETE FOUNDATION: INSTRUMENTS OF SERVICE AND INTERLOCKING CONNECTION AT CORNERS AND AT INTERSECTIONS WITH OTHER ARE THE PROPERTY OF bPSE,LLC. A. FOOTINGS HAVE BEEN DESIGNED USING AN (ASSUMED) ALLOWABLE, NON-EXPANSIVE, PARTITION WALLS. IF OVERLAP IS NOT POSSIBLE, STRAP TOP PLATES TOGETHER (bPSE). REUSE OF THIS DRAWING SOIL BEARING PRESSURE OF 2000 PSF• OR ANY INFORMATION CONTAINED WITH METAL STRAP TIES (SIMPSON ST2412 OR EQUIVALENT). WITHIN;ON A PROJECT OTHER THAN B. CONTRACTOR SHALL CONTACT A LICENSED GEOTECHNICAL ENGINEER TO VERIFY THE 4. GABLE-END WALLS SHALL BE BALLOON-FRAMED TO THE BOTTOM OF JOISTS OR INDICATED IN THE TITLE BLOCK, IS (ASSUMED) SOIL CONDITIONS DURING EXCAVATION. VERIFY ANY DISCREPANCIES FROM TRUSSES. PROHIBITED TTEN PERMISSION FROM bPSE.THOUT I bPSE IS THE ORIGINAL DESIGN VALUES IN WRITING TO THE STRUCTURAL ENGINEER FOR 5. AT BEAM BEARING LOCATIONS IN STUD WALLS; PROVIDE MULTIPLE-STUD PACK NOT RESPONSIBLE FOR ERRORS RE-EVALUATION OF THE FOUNDATION DESIGN. DUE TO SCALED DRAWINGS. EQUAL TO WIDTH OF BEARING MEMBER, UNLESS NOTED OTHERWISE. REFER ANY QUESTIONS OR C. IF SOFT SPOTS ARE ENCOUNTERED DURING EXCAVATION, THE CONTRACTOR SHALL 6. PROVIDE 1/2" EXTERIOR PLYWOOD - STAGGER END JOINTS, AND FASTEN PER PLAN DISCREPANCIES TO bPSE PRIOR REMOVE THE MATERIAL AND RE-COMPACT W/ APPROVED MATERIAL (AS ALLOWED BY, TO OR DURING CONSTRUCTION. NOTES; SUPPORT HORIZONTAL JOINTS W/ WOOD BLOCKING. - AND PER THE GEO-TECH SOILS REPORT). • NON-BEARING PARTITION WALLS: D. IF OVER-EXCAVATION IS REQUIRED; THE CONTRACTOR SHALL PROVIDE FIELD DENSITY I. INTERIOR NON-BEARING PARTITION WALLS SHALL BE 2X4 OR 2X6 STUDS AT 24" TESTS ON THE COMPACTED FILL UNDER THE FOOTINGS AND THE INTERIOR SLABS ON O.G. WITH 5/8" GYPBOARD, TYPICAL, UNO. GRADE (RE: GEO-TECH SOILS REPORT). 2. CAP WALLS WITH DOUBLE TOP PLATE INSTALLED TO PROVIDE OVERLAPPING/ E. FOOTINGS ARE TO BE PLACED ON UNDISTURBED NATURAL SOIL OR PROPERLY INTERLOCKING CONNECTION AT CORNERS AND AT INTERSECTIONS WITH OTHER COMPACTED STRUCTURAL FILL IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE PARTITION WALLS. IF OVERLAP IS NOT POSSIBLE, STRAP TOP PLATES TOGETHER GEOTECHNICAL ENGINEER INCLUDING PROOF-ROLLING AND OVER-EXCAVATION, AS WITH METAL STRAP TIES (SIMPSON ST2ci2 OR EQUIVALENT). REQUIRED. (NO CONCRETE SHALL BE POURED ON WATER, SNOW, OR FROZEN GROUND). 3. PROVIDE (2) OR (5)-2X8 OR 2X6 HEADERS OVER ALL OPENINGS IN NON-BEARING PARTION WALLS, WITH (I)-2X4 OR (I)-2X6 TRIMMER AND (I)-2X4 OR (I)-2X6 KING STUD EACH END, TYPICAL, UNO. REINFORCED CONCRETE: 4. AT BEAM BEARING LOCATIONS IN STUD WALLS; PROVIDE MULTIPLE-STUD POSTS A. STRUCTURAL CONCRETE CONSTRUCTION WORK SHALL CONFORM TO THE REQUIREMENTS EQUAL TO WIDTH OF BEARING MEMBER, UNLESS NOTED OTHERWISE. IMENJ OUTLINED IN THE ACI "SPECIFICATIONS FOR STRUCTURAL CONCRETE" AND THE AGI S18 MANUAL. LLI B. CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I/II SULFATE RESISTANT STRUCTURAL STEEL: PORTLAND GEMENT, AGGREGATE AND WATER; TO SATISFY THE FOLLOWING A. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE # REQUIREMENTS: WITH THE LATEST REQUIREMENTS OF THE AISC "MANUAL OF STEEL CONSTRUCTION" ANDCI "SPECIFICATIONS AND CODE OF STANDARD PRACTCE." — I— ELEMENT: F'c MIX TYPE MAX W/C RATIO % AIR B. ALL STRUCTURAL STEEL, INCLUDING PLATES AND ANGLES, SHALL CONFORM TO ASTM 1* — FOOTINGS 3000 PSI ---- A36, EXCEPT WIDE FLANGE BEAMS WHICH SHALL CONFORM TO ASTM cil2 (50 KSI) AND INTERIOR SLABS ON GRADE 4000 PSI 0.5 ---- EXCEPT TUBE/ HSS COLUMNS WHICH SHALL CONFORM TO ASTM A500 (46 KSI), GRADE B. O G. THE BUILDER AND FUTURE OWNER SHOULD BE MADE AWARE OF THE GRANGE OF THE LATEST EDITIONS OF THESE REQUIREMENTS SHALL BE USED (STEEL SUPPLIER MAY OPTIONALLY PROVIDE ASTM A572, GRADE 50). b bMOVEMENT AND CRACKING OF ANY STRUCTURE PLACED DIRECTLY ON COMPACTED FILL. G. CONTRACTOR SHALL SAW OR TROWEL CUT CONCRETE SLABS ON GRADE WITH CONTROL G. STRUCTURAL BOLTS USED IN THE STEEL FRAMING SHALL BE A525-N, AND INSTALLED TO Z r/ r JOINTS AT A MAXIMUM SPACING OF 12'-0" IN EACH DIRECTION WITHIN 12 HOURS OF A MINIMUM "SNUG" TIGHT CONDITION. ALL ANCHOR BOLTS SHALL BE OF ASTM A307, POURING. CARRY THE REINFORCING THROUGH JOINTS AND LOCATE THE ISOLATION AND BOLTS SHALL BE 3/4" UNLESS NOTED OTHERWISE. 0 JOINTS AROUND THE COLUMNS AND EXTERIOR WALLS. CONSULT ENGINEER PRIOR TO D. STEEL BEAMS AND GIRDERS SHALL BE SUPPORTED IN A BEAM ON COLUMN BEARING L11 , \ Z CONNECTING THE SLAB ON GRADE TO OTHER PORTIONS OF THE STRUCTURE, IF NOT CONDITION. VERIFY WITH THE STRUCTRAL ENGINEER ANY LOCATION WHERE A V O SPECIFIED IN THE PLANS. CONTINUOUS COLUMN WITH BEAM SHEAR TAB CONNECTION IS PREFERRED. D. PROVIDE VAPOR BARRIER BELOW ALL INTERIOR SLABS ON GRADE, PER THE E. STEEL BEAMS SHALL BE PRE-PUNCHED/ DRILLED FOR 2X TOP NAILER PLATE BOLTING, I_ O ARCHITECT AND GEOTECHNICAL ENGINEER'S REQUIREMENTS. WHERE THRU-BOLTS APPEAR IN DETAILS OR PLAN NOTES. V E. EXPANSION BOLTS SHALL BE PLACED A MINIMUM OF 6 BOLT DIAMETERS FROM THE F. ALL WELDING SHALL BE PERFORMED BY AN AWS QUALIFIED WELDER CONFORMING TO I— 0 CONCRETE EDGES AND SHALL MAINTAIN A 12 BOLT DIAMETER SPACING, UNLESS NOTED "AWS STRUCTURAL WELDING CODE" AWS D1.1, LATEST EDITION. 1-� OTHERWISE. BOLTS FOR BEAM AND COLUMN BEARING PLATES SHALL BE SET WITH G. MINIMUM WELDS TO BE PER THE AISC TABLE J-2.4 BUT NOT LESS THAN A 5/16" � TEMPLATES. CONTINUOUS FILLET WELD, UNLESS NOTED OTHERWISE. l H. DELAY PAINTING WITHIN 3" OF THE FIELD WELDS UNTIL THE WELDS ARE COMPLETED. nn o ,V^ FIELD WELDS, BOLT HEADS, NUTS AND OTHER SURFACES THAT ARE NOT SHOP PAINTED, CONCRETE'S STEEL REINFORCING: AS WELL AS FINISHES DAMAGED DURING SHIPPING OR ERECTION, SHALL BE FIELDFM" I— A. CONCRETE REINFORCING DETAILING, FABRICATION AND PLACEMENT SHALL CONFORM TO PAINTED DIRECTLY AFTER ERECTION. u THE REQUIREMENTS OUTLINED IN THE ACI "DETAILS AND DETAILING OF REINFORCEMENT" ACI 315. O B. ALL REINFORCING SHALL BE HIGH GRADE DEFORMED BARS CONFORMING TO ASTM GROUT: A615, GRADE 60 (MARKED WITH A "5"); EXCEPT TIES, STRRUPS AND PLATE ANCHORS A. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3500 PSI AND SHALL BE A n 0 WHICH SHALL CONFORM TO ASTM A6I5, GRADE 40 OR ASTM A106, GRADE 60. NON-SHRINK, NON-METALLIC GROUT. i� C. FIBER REINFORCING, AT THE SLAB ON GRADE, SHALL HAVE A FIBER LENGTH THAT B. GROUT SHALL BE PROVIDED: Jh COORDINATES WITH AGGREGATE SIZE PER THE MANUFACTURER'S RECOMMENDATIONS BELOW/ BETWEEN COLUMN BASE PLATES AND CONCRETE SUPPORT. (AMOUNT OF FIBERS SHALL BE DETERMINED PER THE SUPPLIER'S SPECIFICATIONS). • BELOW/ BETWEEN BEAM BEARING PLATES AND CONCRETE SUPPORT. CmemiD. CONCRETE COVERAGE FOR REINFORCING SHALL CONFORM TO THE FOLLOWING: I. CONCRETE POURED AGAINST EARTH: 3" GENERAL SPECIFICATIONS: E. LAP SPLICES OF REINFORCING, SHALL BE A MINIMUM OF 48 BAR DIAMETERS FOR #6 A. IF CONSTRUCTION ADJOINS AN EXISTING STRUCTURE; THE CONTRACTOR SHALL BE CLEM BAR AND SMALLER, UNLESS NOTED OTHERWISE. CONTACT ENGINEER FOR SPLICING RESPONSIBLE FOR VERIFYING THE DIMENSIONS, ELEVATIONS, FRAMING, FOUNDATION AND RECOMMENDATIONS PRIOR TO CONSTRUCTION, WHERE NOT SPECIFICALLY DETAILED OR ANYTHING ELSE THAT MAY AFFECT THE WORK SHOWN ON THE STRUCTURAL PLANS. NOTED (DO NOT WELD OR USE MECHANICAL REINFORCING SPLICING, UNLESS NOTED (UNDER PINNING, SHORING AND BRACING OF THE EXISTING STRUCTURE SHALL BE THE OTHERWISE). SOLE RESPONSIBILITY OF THE CONTRACTOR). B. ENGINEERS ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. C. COORDINATE REQUIREMENTS FOR MECHANICAL/ ELECTRICAL/ PLUMBING PENETRATIONS STRUCTURAL WOOD FRAMING SPECIFICATIONS: THROUGH STRUCTURAL ELEMENTS WITH THE STRUCTURAL ENGINEER. PRIOR TO A. WOOD FRAMING SHALL CONFORM TO THE REQUIREMENTS OUTLINED IN THE NDS INSTALLATION OF SUCH EQUIPMENT OR OTHER ITEMS TO BE ATTACHED TO THE "SPECIFICATIONS OF STRESS GRADE LUMBER AND ITS FASTENINGS," LATEST EDITION, STRUCTURE, THE CONTRACTOR SHALL ALSO OBTAIN APPROVAL FOR CONNECTIONS AND AND CONSTRUCTION MATERIAL SHALL CONFORM TO THE CURRENT IBC. SUPPORT. CONTRACTOR SHALL FURNISH REQUIRED HANGERS, CONNECTIONS, ETC. B. FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR-LARCH (DF), ACCORDING TO REQUIRED FOR INSTALLATION OF SUCH ITEMS, UNLESS SPECIFICALLY NOTED ON PLANS. D. SUBMIT SHOP AND ERECTION DRAWINGS FOR ALL STRUCTURAL STEEL, AND THE FOLLOWING RECOMMENDATIONS: ALL 2" NOMINAL LUMBER, EXCEPT STUDS SHALL BE DF #2 OR BETTER, AND SOLID TIMBER BEAMS AND POST 3" NOMINAL AND WIDER, SHALL MISCELLANEOUS STEEL TO STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. #2 SE BETTER. THIS REVIEW 15 FOR GENERAL COMPLIANCE WITH THE INTENT OF THE STRUCTURAL BE #2 G. ALL STUDS SHALL BE STUD GRADE DOUGLAS FIR-LARCH OR HEM-FIR (HF). DESIGN. THE MANUFACTURING OR FABRICATION OF ANY ITEMS PRIOR TO WRITTEN REVIEW OF THE SHOP DRAWINGS WILL BE AT THE RISK OF THE CONTRACTOR. THE D. TOP AND BOTTOM PLATES SHALL BE DOUGLAS FIR-LARCH OR HEM-FIR #2, OR BETTER. ARGHITEGT AND/OR CONTRACTOR ARE RESPONSIBLE FOR CHECKING QUANTITIES, PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE DIMENSIONS AND COORDINATION WITH OTHER TRADES. TREATED HEM-FIR #1. (PRESERVATIVE TREATED LUMBER REQUIRES ALL CONNECTIONS E. NON-STRUCTURAL ELEMENTS: ALL ELEMENTS NOT SPECIFICALLY STRUCTURAL, SUCH AS w w AND NAILING BE GALVANIVED PER CODE). NON-BEARING PARTITIONS ATTACHED TO AND/OR SUPPORTED BY THE STRUCTURE SHALL O E. DIMENSION LUMBER (2"+ WIDE X 4"-12" DEEP) HAS BEEN DESIGNED ASSUMING THE TAKE INTO ACCOUNT ANY DEFLECTIONS AND OTHER STRUCTURAL MOVEMENT. Ly IL.I ZO FOLLOWING STRESS PROPERTIES: FLEXURAL STRESS, c100 PSI; HORIZONTAL SHEAR, IciO F. FIRE PROTECTION: STRUCTURAL AND NON-STRUCTURAL ELEMENTS SHALL BE PROVIDED L PSI; MODULUS OF ELASTICITY, 1,600,000 PSI; TENSION PARALLEL TO GRAIN, 450 PSI; THE ADEQUATE FIRE PROTECTION, PER CODE, FOR THE TYPE OF CONSTRUCTION 1 z I- COMPRESSION PARALLEL TO GRAIN, 850 PSI; COMPRESSION PERPENDICULAR TO GRAIN, SPECIFIED BY THE ARCHITECTURAL DRAWINGS. < CI 5 _v 625 PSI. G. THE STRUCTURAL DRAWINGS ILLUSTRATE THE COMPLETED STRUCTURE WITH ALL CZ 111CZ F. BOLTS USED FOR WOOD FRAMING CONNECTIONS SHALL BE INSTALLED WITH STANDARD ELEMENTS IN THEIR FINAL POSITIONS, SUPPORTED AND BRACED. THE CONTRACTOR, IND- D- WASHERS AND NUTS. THE PROPER SEQUENCE, SHALL PROVIDE SHORING AND BRACING, AND NECESSARY v CU G. TYPICAL MINUMUM NAILING SHALL BE PROVIDED, WITH COMMON NAILS, ACCORDING TO PRECAUTIONS, AS MAY BE REQUIRED DURING CONSTRUCTION TO ACHIEVE THE FINAL O O w N THE 2015 IBC FASTENING SCHEDULE. COMPLETED STRUCTURE. CONTACT ENGINEER FOR CONSULTATION (NOT IN CONTRACT) 11 p p H. FOR ALL SOLID OR BUILT-UP COLUMNS BEARING THROUGH FLOOR JOIST SPACES; AS REQUIRED. PROVIDE BLOCKING IN JOIST SPACE, WITH CROSS SECTIONAL AREA TO MATCH THE H. THE STRUCTURAL ENGINEER SHALL BE CONTACTED DURING THE CONSTRUCTION PHASE TO kn kn 0 COLUMN ABOVE. MAKE THE JOB SITE OBSERVATIONS NECESSARY TO CONFIRM THAT THE CONSTRUCTION — — I. 2X DIMENSION LUMBER FLOOR FRAMING, REQUIRES: 2X "CROSS BRIDGING" BLOCKING 15 PROCEEDING ACCORDING TO THE PLANS AND SPECIFICATIONS. JOB-SITE V SPACED AT INTERVALS NOT GREATER THAN 8'-O"; AT ALL SUPPORTS AND CANTILEVER OBSERVATIONS SHALL NOT BE CONSIDERED CONSTRUCTION APPROVALS (STRUCTURAL ENDS. ENGINEER SHALL BE CONTACTED BY THE GENERAL CONTRACTOR AND NOT THE d) d) w J. ANY HOLES REQUIRED IN THE WOOD FRAMING; SHALL BE DRILLED THRU THE CENTERLINE SUB-CONSULTANTS. GENERAL GONRACTOR IS ALSO RESPONSIBLE FOR THE 0 0I I- I- OF THE STUDS AND/ OR JOISTS AND SHALL NOT EXCEED A 1/2" DIAMETER. SUB-CONSULTANTS WORK). t (1 m m 0 K. UNLESS NOTED OTHERWISE, STEEL CONNECTORS SUCH AS THOSE MANUFACTURED BY THE I. ALL OMISSIONS OR DISCREPANCIES BETWEEN VARIOUS ELEMENTS OF THE WORKING OR ' I SIMPSON COMPANY SHALL BE USED TO JOIN RAFTERS/ JOISTS OR BEAMS TO OTHER EXISTING DRAWINGS AND/OR SPECIFICATIONS, AS THEY MAY OCCUR, SHALL BE BROUGHT BEAMS AT FLUSH-FRAMED CONDITIONS. USE NAILS SPECIFIED BY THE MANUFACTURER TO THE ATTENTION OF THE STRUCTURAL ENGINEER PRIOR TO OR DURING THE AND PROVIDE THE MAXIMUM NAILS SUGGESTED. CONTACT THE STRUCTURAL ENGINEER CONSTRUCTION WORK INVOLVED. RELEASE OF THESE DRAWINGS ANTICIPATES Q 0 0 FOR ADDITIONAL CONNECTIONS AND DETAILS, AS REQUIRED. COOPERATION AND CONTINUED COMMUNICATION BETWEEN THE CONTRACTOR, ARCHITECT _ pDU C,,,,A. t Z L. LAMINATED VENEER LUMBER (LVL) SHALL HAVE BEEN DESIGNED ASSUMING THE AND ENGINEER TO PROVIDE THE BEST POSSIBLE STRUCTURE. THESE DRAWINGS HAVE -0�.••«•.••iY 11 FOLLOWING STRESS PROPERTIES: FLEXURAL STRESS, 2800 PSI; HORIZONTAL SHEAR BEEN PREPARED FOR THE USE OF A LICENSED CONTRACTOR, EXPERIENCED WITH THE � f' i PROJECT: 1427 STRESS, 285 PSI; MODULUS OF ELASTICITY, 2,000,000 PSI; COMPRESSION PARALLEL TO CONSTRUCTION TECHNIQUES AND SYSTEMS DEPICTED. :411' t,�GRAIN, 5000 PSI. i STRT DT: 3/2018 21.11::):$1.11/41.,9r/a277/94/18 DRWN BY: PUP V.% .•t► `k‘670NALO SHEET S1 . 1 .00F z,,,, .....„,„... ,..,...,. ,,____),, 0 .L...,., 0 . , _ .4.0w, „,.. _ii.,0]..0, 07/12/18 I I I I I I O I- -I I- -I 0 b PS E 1 1 STRUCTURAL DESIGNS O 1 PO BOX 6230 I I I I IEAGLE, CO 51651 II110-551-6140 - - - — — PH -555-562-4655 s FAX. 1 I NFO@bPSE.NET WWW.bPSE.NET THESE PLANS AND WRITTEN • MATERIAL,HEREIN,ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF bPSE,LLC.. ` , (bPSE). REUSE OF THIS DRAWING a NOTE: OR ANY INFORMATION CONTAINED WITHIN;ON A PROJECT OTHER THAN •CONTRACTOR RESPONSIBLE INDICATED IN THE TITLE BLOCK, 15 '` FOR TEMPORARY SHORING. PROHIBITED WITHOUT WRITTEN PERMISSION FROM bPSE. bPSE IS •DOORS AND WINDOWS, NOT RESPONSIBLE FOR ERRORS STRUCTURALLY UNAFFECTED REFER ANY QUESTIDUE TO SCALEDD S OR BY THE REMODEL, ARE NOT DISGREPANGIES TO bPSE PRIOR • SHOWN FOR CLARITY. TO OR DURING CONSTRUCTION. •CONTACT ENGINEER, AFTER .. DEMOLITION, TO REVIEW THE I EXISTING FRAMING. VRFY IEXSTNG FTG VRFY • SIZE • EXSTNG STL DEPTH . I- - COLUMN ////////////////////////////. .. ////////////////////////.W////////r IV///// II J 'u _ I • ' 0 I- • .. • 0 _ r// ' . — — — — — _ — p(5) /////////7/////////iii/i/////////ia /i/i/i/i/� h Q— ZV ,.I I I I I p 111 _ . : . . Wz dJ .. .. .. .. . . � O ,•,. .. .: . .. v rp i . .. . . . .. F- v (4) . . . ..• .,. . .. . . . . .• . . . .. 4. • . E.,1) . • , .. .. .. : .. . , . -.,. .. .. .4 . .. • '.. . . . . '' ' .' . ..4 • ... ,• . j1J- "( .71, . p � I I I I ill p . >p 0- p I AA011111 Z MA \ , EV RAM NO AN - Q \ ATQ \ A\ O 2' 4' 8' 0 2' 4' 8' 1.111 lei= 0— w I SCALE: 1/4" = 1 '-0" SCALE: 1/4" = 1 '-0" 7 5 ii z NOTES: NOTES: b 9 O • 0 INDICATES COLUMN DOWN OR THRU FRAMING; • CONCRETE FOOTINGS ARE __" WIDE AND __" THICK, TYPICAL, U.N.O. Z III <TMR> INDICATES TRIMMER STUD, <KNG> INDICATES KING STUD. • CONCRETE FOUNDATION HALLS ARE _" WIDE, TYPICAL, U.N.O. W W IU I C] INDICATES CONCRETE FOOT • El INDICATES COLUMN UP FROM FRAMING OR STUB COLUMN. • O O IL IL N ING; SPREAD AND/ OR ISOLATED. • 177 INDICATES EXTERIOR WALL OR INTERIOR BEARING (OR SHEAR) WALL. • 0 INDICATES CONCRETE FOUNDATION WALL OR PIER. D D • E ] INDICATES BEARING WALL UP ONLY; TERMINATING ON A BEAM AT THIS LEVEL. • ( XXXX"-XX" ) INDICATES TOP OF CONC. FOOTING ELEVATION. {*} > il • I I INDICATES INTERIOR NON-BEARING PARTITION WALL BELOW; LOCATE PER ARCH DWGS. • [ XXXX"-XX" ] INDICATES TOP OF CONC. FOUNDATION WALL OR PIER ELEVATION. N N • XXXX"-XX" INDICATES TOP OF BEAM ELEVATION. • CONCRETE SLAB ON GRADE SHALL BE A 4" CONCRETE SLAB ON 6 mil VAPOR BARRIER ON • AT ALL HOOD SILL PLATES IN CONTACT WITH CONTRETE: PROVIDE "GREEN" TREATED WOOD0 4" GLEAN GRAVEL BASE ON UND 1 STURBED GRADE OR COMPACTED STRUCTURAL F 1 LL PER SILL PLATES ON INSECT AND MOISTURE SUB-SILL SHIELD IN BETWEEN CONCRETE AND PLATE. Z c c uj w GEOTECHNICAL ENGINEER. REINFORCE GONG. SLAB WITH NOVOMESH 300, F1BERMESH • THE ENGINEER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION OF ANY KIND ANDN Q CONCRETE SYSTEM THROUGHOUT SLAB. PROVIDE 3/8" DEEP SAWN OR TROWELED CONTROL N N ASSUMES NO RESPONSIBLITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, JOINTS AT 12'-0" MAXIMUM SPACING (144 SQ FT.) EACH WAY. SEAL JOINTS FLUSH WITH m m SEQUENCES AND PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN ELASTOMER 1C SEALANT. PLACE CONCRETE SLAB ON GRADE, ON STRUCTURAL COMPACTED CONNECTION WITH THE CONSTRUCTION WORK. F 1 LL OR NATURAL GRADE AS OUTLINED I N THE GEOTECHNI CAL REPORT. ��,..,,� I d O z0 • AT ALL WOOD SILL PLATES IN CONTACT WITH CONTRETE: PROVIDE "GREEN" TREATED WOOD r_OF`pDO tIC "‘ite y' SILL PLATES ON INSECT AND MOISTURE SUB-SILL SHIELD IN BETWEEN CONCRETE AND PLATE. 4). .•••'•j'•• Ir • COORDINATE ALL DIMENSIONS AND DETAILS WITH ARCHITECTURAL DRAWINGS. V•'{''' �/ PROJECT: 1421 • THE ENGINEER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION OF ANY KIND, AND • +1794 ; i STRT DT: 3/2018 ASSUMES NO RESPONSIBLITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, i •• SEQUENCES AND PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN I' -9.1 03�27�1°,tom% DRWN BY: PUP CONNECTION WITH THE CONSTRUCTION WORK. 1tIe_' �L�*G�- SHEET 52 . E 0 OF,,4 ...,.._.......... 4. ,.;0.. .,. ,E__.9 0 r in pp 0 §. :i16: Q0J 10) 07/12/18 I I I I I 1 0 //////////////////////////////////////////////////////j//////////////////////�/////// ///// — — — /////////////////////////////////////////////////////// ■ / -1 bPSE / 0 / / VRFY / / / / / EXSTNC� 3" 1 / / / / STL COLUMN STRUCTURAL DESIGNS / / / / PO BOX 6230 / / EAGLE, CO 81631 / / / / I PH. c170-331-6140 (2) — / — — — — j — — — / 0 / — — — — (///////////////////////////////////// — — FAX. 1-888-362-4685 / / / I NFO02bPSE.NET / / OPEN / WWW.bPSE.NET TO / / / / BELOW 11.1 Q / THESE PLANS AND WRITTEN I / I Ez/z/,/,/z/z/,/z I I / MATERIAL,HEREIN,ARE / O OF SERVICE A / ARE THE INSTRUMENPROPERTY OF bPSE,LLC. / ` TS Z (,PSE). REUSE OF THIS DRAWING OR ANY INFORMATION CONTAINED UJ m / WITHIN;ON A PROJECT OTHER THAN / •CONTRACTOR RESPONSIBLE (Y O / INDICATEDIN THE TITLE BLOCK, 15 NEW / FOR TEMPORARY SHORING. I / PROHIITEHSS4X4COLUMNX3/I6 •DOORS AND WINOWS, p / NOTMISSION FROM RESPONSIBLE F REERRROORSSCOLUMN / STRUCTURALLY UNAFFECTED / DUE TO SCALED DRAIN65. % - I I / DISCREPANCIIEREFER ANY US TO NbPSE PRIOR S OR Y THE REMODEL, ARE NOT I / TO ORSHOWNFOR CLARITY. til I /•CONTACT ENGINEER, AFTER / // / DEMOLITION, TO REVIEW THE / N I / i / EXISTING FRAMING. / X / j . / NEW O I / / H / I / COL-UP til / _ / / / 2 / / VRFY z I / iz Z / / EXSTNG 3" 4) N X / m % % STL COLUMN W 1 jI o w /////////////////////////AAj o ry � °- / / p I / I / 2 p_ /2 pci zI- / mLll — } / I- � '� / // zIL o X z liti IL / CD r x I #O w > p / I / zXm j Oz 0i / / w1 N j (5) / I I / I j j///////////////////////// d ////////////////////////////\ (5) / / 0 / Ln / 1/ / o 1 U-11 k) z - 2 / I I 0Ill 2 , 2 o 6) 2 2 2 2 2 . , 2 2 x 2 1 1 1- 0 2 2 , 2 . , 0 ,i, . , 2 , ...) /2 IE4) / , / / // / / / / / // / / / / / // / // / / /, //// , / , // / / // / // / 1) — / // / / // / // / / // / / // / // / / // / / Z1- 2 LIJ ' =` 2 2 2 / / 2 0 0 ,- 2 NEW j I / VRFY / HSS4X4X3/I6 / / EXSTNG 3 / 0 COLUMN % II % STL COLUMN < I— V / / / / D_ 0 / / / / in I I / j I I / / / / r 0.... / / / /////////////////////////////////////////////////////////////� 5 "„„„„„„„„„„„„„„„„„„„„„„„„„„„„,/ , X00 \O LA\ .JE EVE RAM \S AN ki) O 2' 4' 8' 0 2' 4' 8' Z 6.= 1.11=MMI < w SCALE: I/4" = I '-O" SCALE: I/4" = I '-O" w z 0 NOTES: NOTES: 0— z ' 0 • VERIFY ROOF SLOPES, ROOF BEAM AND PLATE HEIGHT ELEVATIONS IN/ EXISTING • 0 INDICATES COLUMN DOWN OR THRU FRAMING; IX IU III CONDITIONS. <TMR> INDICATES TRIMMER STUD, <KNG> INDICATES KING STUD. , UI VIL IL III • 0 INDICATES COLUMN DOWN OR THRU FRAMING; • El INDICATES COLUMN UP FROM FRAMING OR STUB COLUMN. Q Q N <TMR> INDICATES TRIMMER STUD, <KNG> INDICATES KING STUD. • PTa INDICATES EXTERIOR WALL OR INTERIOR BEARING (OR SHEAR) WALL. 7 • U INDICATES STUB COLUMN DOWN TO BEAM BELOW. • [ ] INDICATES BEARING HALL UP ONLY; TERMINATING ON A BEAM AT THIS LEVEL. / w w • PTI INDICATES EXTERIOR WALL OR INTERIOR BEARING (OR SHEAR) WALL. • I I INDICATES INTERIOR NON-BEARING PARTITION HALL BELOW; LOCATE PER ARCH DINGS. — N N • I I INDICATES INTERIOR NON-BEARING PARTITION HALL BELOW; LOCATE PER ARCH DINGS. • XXXX"-XX" ' INDICATES TOP OF BEAM ELEVATION. II • TOP OF BEAM ELEVATION = ti RE: ARCH DINGS ^, TYP AT ROOF. • TYPICAL MINIMUM NAILING SHALL BE PROVIDED, WITH COMMON NAILS, ACCORDING TO THE • HANG JOISTS FROM FLUSH BEAMS, LEDGERS AND TRUSSES WITH SIMPSON ITS OR LB TOP 2015 IBC FASTENING SCHEDULE. < 4) e0 ua FLANGE HANGERS, TYPICAL, U.N.O. • INTERIOR STRUCTURAL COLUMNS SHALL BE (4)-2X6 MINIMUM, TYPICAL, U.N.O. '' N Q • TYPICAL MINIMUM NAILING SHALL BE PROVIDED, WITH COMMON NAILS, ACCORDING TO THE • THE ENGINEER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION OF ANY KIND, AND m mo 2015 IBC FASTENING SCHEDULE. ASSUMES NO RESPONSIBLITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, IL • INTERIOR STRUCTURAL COLUMNS SHALL BE (3)-2X6 MINIMUM, TYPICAL, U.N.O. SEQUENCES AND PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN • THE ENGINEER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION OF ANY KIND, AND CONNECTION WITH THE CONSTRUCTION WORK. O tt ASSUMES NO RESPONSIBLITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, __-;:9,10.0 L.I Cc 1 SEQUENCES AND PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN --'"(:*•••• •PC • �It CONNECTION WITH THE CONSTRUCTION WORK. . Vy �% • �, PROJECT: 142 • • _.$794 i STRT DT: 3/2018 • • • /lr i) 007/78 ,: DRWN BY: PUP 1 1\ss!oNALO SHEET S2 . 2