Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
B18-0079_Plans Approved_1524260266.pdf
UP UP UP UP UP UP GAS LINE POWER CABLE WATER LINE EDGE OF PAVEMENT FUTURE LODGE POOL 4145 5 053 57 556254656 9 44 49 65 0' 20' 80' 40' UP UP UPUP W LIONSHEAD CIR S FRONTAGE RD W 11 08 08 A* C* 4* 2* 1* B* 3* 5* 09 7 8 9 EF 3 D 2 1 C B A 5 6 GENERAL NOTES 1. REFER TO STRUCTURAL DRAWINGS FOR SCOPE OF WORK AT EXISTING STAIRS, RAILINGS, STEEL AND CONCRETE BALCONIES AND TRAFFIC COATINGS. 2. REFER TO ELEVATION SHEETS A5.01 AND A5.02 AND SPECIFICATIONS SHEET G0.01 FOR EXTERIOR PAINTING SCOPE, COLORS AND LOCATIONS. PROJECT NUMBER ISSUE DATE REVISION SHEET TITLE ISSUE SHEET NO. KEY PLAN TOWN STAMP DISCIPLINE STAMP 3/20/2018 3/22/2018 9:32:19 AM C:\Users\rwilberger\Documents\EnzianModel_Export_2018-03-06_rwilberger@359design.co.rvtA1.01 SITE PLAN 16021ENZIANBUILDING PERMIT SET 03/20/2018 1"= 20'-0"1 Site KEYNOTES Key Value Keynote Text 08 EXTERIOR STAIR TO BE REPAIRED AS NEEDED, MATCH EXISTING, RE: STRUCT. 09 CUSTOM FABRICATED METAL CHIMNEY CAP WITH COPPER CAP AND WRAP, RE: A8.03. POWDER COAT FINISH MATTE BLACK. 11 NEW STEEL STRUCTURE AND CEDAR SLAT TRASH ENCLOSURE W/ STEEL FRAMED GATE AND CEDAR SLATS TO MATCH, RE: A8.03. No. Description Date R-2 per IBC 310.4 04/20/18 UP UP UP UP UP UP REF. REF. REF. REF. UP UP 1' - 0"29 07 20 07 29 A6.01 2 18 20 19 14' - 6" A* C* 4* 2* 1* B* 3* 5* A8.04 1 A8.04 5 A8.04 4 12' - 10" 7 8 9 E F 3 D 21 C B A STAIR 4 STAIR 3STAIR 5 STAIR 7 STAIR 7 5 6 A8.04 1 SIM. UNIT B-1 RESIDENTIAL 1360SF / OLF = 1/200 OCC LOAD = 7 UNIT B-2 RESIDENTIAL 1360SF / OLF = 1/200 OCC LOAD = 7 UNIT A-1 RESIDENTIAL 1360SF / OLF = 1/200 OCC LOAD = 7 UNIT A-2 RESIDENTIAL 1360SF / OLF = 1/200 OCC LOAD = 7SPA DECKS 232SF / OLF = 1/15 OCC LOAD = 16 5 5 1 1 1 1 5 5 1 1 1 1 8 34 42 21 A6.01 1 A8.03 1 08 08 A8.03 3 A*C* 4* 2* 1* B* 3* 5* 7 8 9 E F 3 D 2 2 1 1 C B A 5 6 GARAGE GARAGE 2384 / OLF = 1/200 OCC LOAD = 12 GARAGE GARAGE 2759 / OLF = 1/200 OCC LOAD = 14 SPA EQUIPMENT STORAGE 73SF / OLF = 1/300 OCC LOAD = 1 STORAGE STORAGE 47SF / OLF = 1/300 OCC LOAD = 1 STORAGE STORAGE 22SF / OLF = 1/300 OCC LOAD = 1 STORAGE STORAGE 10SF / OLF = 1/300 OCC LOAD = 1 STORAGE STORAGE 66SF / OLF = 1/300 OCC LOAD = 1 STORAGE STORAGE 288SF / OLF = 1/300 OCC LOAD = 1 5 5 14 211 1 GENERAL NOTES 1. REFER TO STRUCTURAL DRAWINGS FOR SCOPE OF WORK AT EXISTING STAIRS, RAILINGS, STEEL AND CONCRETE BALCONIES AND TRAFFIC COATINGS. 2. REFER TO ELEVATION SHEETS A5.01 AND A5.02 AND SPECIFICATIONS SHEET G0.01 FOR EXTERIOR PAINTING SCOPE, COLORS AND LOCATIONS. LIFE SAFETY PLAN LEGEND EXIT ENCLOSURE EXIT SYMBOL EXIT SIGN - HATCH INDICATES EXIT TEXT AND ARROW INDICATES DIRECTION FIRE DEPARTMENT CONNECTION XXX'-X" FDC FDC EXIT LOAD AT DOOR 10 TRAVEL DISTANCE AND DIRECTION FROM THE MOST REMOTE POINT TO THE CLOSEST EXIT EXIT CORRIDOR BUSINESS ASSEMBLY RETAIL GARAGE RESIDENTIAL STORAGE FEC FE FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER PROJECT NUMBER ISSUE DATE REVISION SHEET TITLE ISSUE SHEET NO. KEY PLAN TOWN STAMP DISCIPLINE STAMP 3/20/2018 3/21/2018 12:26:29 PM C:\Users\lfrazier\Documents\Enzian Model_Export_2018-03-06_lfrazier@359design.co.rvtA2.01 LEVEL 1 16021ENZIANBUILDING PERMIT SET 03/20/2018 1/8" = 1'-0"2 LEVEL 1 KEYNOTES Key Value Keynote Text 07 EXTERIOR DECK TO BE REPAIRED PER STRUCTURAL, RE: STRUCT AND G0.01. 08 EXTERIOR STAIR TO BE REPAIRED AS NEEDED, MATCH EXISTING, RE: STRUCT. 18 SPA DECK SLIDING DOOR: 5/4" X 6" STAINED RED CEDAR SLATS EACH SIDE SPACED 1/2" APART OVER 2" X 2" PRIMED AND PAINTED HSS TUBE STEEL SLIDING SECURITY GATE, RE: A6.01, A7.01, A7.02, AND A8.02. 19 EXTERIOR RAILING TOP RAIL TO BE REPLACED AND STAINED TO MATCH EXISTING RE: G0.01 & STRUCT 20 EXISTING WOOD DOORS AND WINDOW TRIM TO BE CLEANED AND PAINTED TO MATCH EXISTING RAILING. 29 EXISTING STEEL AND CONCRETE PAN STAIR TO REMAIN. REPAIR PER BALCONY AND STAIR REPAIR PLANS, RE: STRUCT. 1/8" = 1'-0"1 FLR PLAN BASEMENT No. Description Date 04/20/18 UP UP UP REF. REF. REF. REF. UP REF. REF. REF. REF. 07 06 08 20 17 A6.01 2 19 21 A* C* 4* 2* 1* B* 3* 5* A8.04 2 A8.04 7 7 8 9 E F 3 D 2 1 C B A STAIR 4 STAIR 3 STAIR 5 STAIR 7 A8.04 5 SIM 5 6 A8.04 2 SIM. UNIT B-3 RESIDENTIAL 1360SF / OLF = 1/200 OCC LOAD = 7 UNIT B-3 RESIDENTIAL 1360SF / OLF = 1/200 OCC LOAD = 7 UNIT A-3 RESIDENTIAL 1360SF / OLF = 1/200 OCC LOAD = 7 4UNIT A-4 RESIDENTIAL 1360SF / OLF = 1/200 OCC LOAD = 7 5 5 1 1 1 1 5 5 1 1 1 1 24 28 4 25' - 0"07 08 07 20 20 A*C* 4* 2* 1* B* 3* 5* A8.04 3 7 8 9 E F 3 D 2 2 1 1 C B A STAIR 4 STAIR 3 STAIR 7 A8.04 5 SIM 5 6 SIM.A8.04 3 UNIT B-5 RESIDENTIAL 1360SF / OLF = 1/200 OCC LOAD = 7 UNIT B-6 RESIDENTIAL 1360SF / OLF = 1/200 OCC LOAD = 7 UNIT A-5 RESIDENTIAL 1360SF / OLF = 1/200 OCC LOAD = 7 UNIT A-6 RESIDENTIAL 1360SF / OLF = 1/200 OCC LOAD = 7 5 5 1 1 1 1 5 5 1 1 1 1 14 14 GENERAL NOTES 1. REFER TO STRUCTURAL DRAWINGS FOR SCOPE OF WORK AT EXISTING STAIRS, RAILINGS, STEEL AND CONCRETE BALCONIES AND TRAFFIC COATINGS. 2. REFER TO ELEVATION SHEETS A5.01 AND A5.02 AND SPECIFICATIONS SHEET G0.01 FOR EXTERIOR PAINTING SCOPE, COLORS AND LOCATIONS. PROJECT NUMBER ISSUE DATE REVISION SHEET TITLE ISSUE SHEET NO. KEY PLAN TOWN STAMP DISCIPLINE STAMP 3/20/2018 3/21/2018 12:26:30 PM C:\Users\lfrazier\Documents\Enzian Model_Export_2018-03-06_lfrazier@359design.co.rvtA2.02 LEVEL 2 16021ENZIANBUILDING PERMIT SET 03/20/2018 1/8" = 1'-0"1 LEVEL 2A 1/8" = 1'-0"2 LEVEL 3A KEYNOTES Key Value Keynote Text 06 EXTERIOR GUARDRAIL BALLUSTERS TO BE REPAIRED AND REPLACED AS NEEDED, RE: STRUCT. PAINT WITH SOLID STAIN TO MATCH EXISTING. RE: A8.03 & STRUCT 07 EXTERIOR DECK TO BE REPAIRED PER STRUCTURAL, RE: STRUCT AND G0.01. 08 EXTERIOR STAIR TO BE REPAIRED AS NEEDED, MATCH EXISTING, RE: STRUCT. 17 SPA DECK SCREEN WALL @ EXISTING CORRIDOR: 5/4" X 6" STAINED RED CEDAR SLATS EACH SIDE AND ENDS SPACED 1/2" APART OVER 2" X 2" PRIMED AND PAINTED HSS TUBE STEEL. PROVIDE BARN DOOR SLIDING DOOR HARDWARE WITH DOOR GUIDE MOUNTED TO EXISTING BALCONY. PROVIDE KEYED LOCKSET. 19 EXTERIOR RAILING TOP RAIL TO BE REPLACED AND STAINED TO MATCH EXISTING RE: G0.01 & STRUCT 20 EXISTING WOOD DOORS AND WINDOW TRIM TO BE CLEANED AND PAINTED TO MATCH EXISTING RAILING. 21 EXTERIOR RAILING TO BE REPAIRED PER STRUCT. No. Description Date 04/20/18 LEVEL 1 100' - 0" LEVEL 1B 104' - 0" LEVEL 2B 114' - 0" Level 3B 124' - 0" Level4B 134' - 0" entry base 94' - 0" 02 03 02 01 01 21 20 2 15 6 LEVEL 1 100' - 0" LEVEL 2A 110' - 0" LEVEL 1B 104' - 0" LEVEL 2B 114' - 0" LEVEL 3A 120' - 0" Level 3B 124' - 0" Level 4A 130' - 0" Level4B 134' - 0" LEVEL RIDGE A 143' - 10" entry base 94' - 0" 09 06 02 02 03 08 20 19 21 02 E F D C B A PROJECT NUMBER ISSUE DATE REVISION SHEET TITLE ISSUE SHEET NO. KEY PLAN TOWN STAMP DISCIPLINE STAMP 3/20/2018 3/21/2018 12:26:37 PM C:\Users\lfrazier\Documents\Enzian Model_Export_2018-03-06_lfrazier@359design.co.rvtA5.01 ELEVATIONS 16021ENZIANBUILDING PERMIT SET 03/20/2018 1/8" =1'-0"2 NORTH ELEVATION 1/8"= 1'-0"1 EAST ELEVATION KEYNOTES Key Value Keynote Text 01 2-COAT ELASTOMERIC PAINT SYSTEM, BERLIN RE: G0.01 02 2-COAT ELASTOMERIC PAINT SYSTEM, SERAPH RE: G0.01 03 2-COAT ELASTOMERIC PAINT SYSTEM, PLACID RE: G0.01 06 EXTERIOR GUARDRAIL BALLUSTERS TO BE REPAIRED AND REPLACED AS NEEDED, RE: STRUCT. PAINT WITH SOLID STAIN TO MATCH EXISTING. RE: A8.03 & STRUCT 08 EXTERIOR STAIR TO BE REPAIRED AS NEEDED, MATCH EXISTING, RE: STRUCT. 09 CUSTOM FABRICATED METAL CHIMNEY CAP WITH COPPER CAP AND WRAP, RE: A8.03. POWDER COAT FINISH MATTE BLACK. 19 EXTERIOR RAILING TOP RAIL TO BE REPLACED AND STAINED TO MATCH EXISTING RE: G0.01 & STRUCT 20 EXISTING WOOD DOORS AND WINDOW TRIM TO BE CLEANED AND PAINTED TO MATCH EXISTING RAILING. 21 EXTERIOR RAILING TO BE REPAIRED PER STRUCT. No. Description Date 04/20/18 LEVEL 1 100' - 0" LEVEL 2A 110' - 0" LEVEL 1B 104' - 0" LEVEL 2B 114' - 0" LEVEL 3A 120' - 0" Level 3B 124' - 0" Level 4A 130' - 0" Level4B 134' - 0" T.O. CHIMNEY A 137' - 8" LEVEL RIDGE A 143' - 10" LEVEL BASEMENT A 90' - 0" LEVEL B BASEMENT 94' - 0" entry base 94' - 0" 06 09 03 01 02 02 0113 18 07 02 03 06 12 01 01 20 20 19 21 A* C* B* SPA EQUIPMENT 93' - 0" 7 8 93 2 1 5 6 LEVEL 1 100' - 0" LEVEL 2A 110' - 0" LEVEL 2B 114' - 0" LEVEL 3A 120' - 0" Level 3B 124' - 0" Level 4A 130' - 0" Level4B 134' - 0" LEVEL RIDGE A 143' - 10" LEVEL BASEMENT A 90' - 0" LEVEL B BASEMENT 94' - 0" 03 02 02 01 06 16 14 06 01 01 20 19 20 4* 2* 1* 3* SPA EQUIPMENT 93' - 0" EF D C B A PROJECT NUMBER ISSUE DATE REVISION SHEET TITLE ISSUE SHEET NO. KEY PLAN TOWN STAMP DISCIPLINE STAMP 3/20/2018 3/21/2018 12:26:49 PM C:\Users\lfrazier\Documents\Enzian Model_Export_2018-03-06_lfrazier@359design.co.rvtA5.02 ELEVATIONS 16021ENZIANBUILDING PERMIT SET 03/20/2018 1/8" =1'-0"1 SOUTH ELEVATION 1/8"= 1'-0"2 WEST ELEVATION KEYNOTES Key Value Keynote Text 01 2-COAT ELASTOMERIC PAINT SYSTEM, BERLIN RE: G0.01 02 2-COAT ELASTOMERIC PAINT SYSTEM, SERAPH RE: G0.01 03 2-COAT ELASTOMERIC PAINT SYSTEM, PLACID RE: G0.01 06 EXTERIOR GUARDRAIL BALLUSTERS TO BE REPAIRED AND REPLACED AS NEEDED, RE: STRUCT. PAINT WITH SOLID STAIN TO MATCH EXISTING. RE: A8.03 & STRUCT 07 EXTERIOR DECK TO BE REPAIRED PER STRUCTURAL, RE: STRUCT AND G0.01. 09 CUSTOM FABRICATED METAL CHIMNEY CAP WITH COPPER CAP AND WRAP, RE: A8.03. POWDER COAT FINISH MATTE BLACK. 12 NEW CUSTOM STAINLESS STEEL SPA: 12' X 7' SPA ON CMU WALL STRUCTURE WITH WOOD FRAMED DECK, RE: A6.01, A7.01, A7.02 & A8.01, AND A8.02 13 CEDAR WOOD SLAT OVER 8" CMU WALL CONSTRUCTION: 5/4" X 6" STAINED RED CEDAR SLAT SCREEN WALL SPACED 1/2" APART OVER 2 1/2" X 2 1/2" PRIMED AND PAINTED HSS TUBE STEEL OVER SPRAY APPLIED WATERPROOF COATING OVER 8" CMU WALL. 14 STONE OVER 8" CMU WALL CONSTRUCTION: 4" FULLY GROUTED STONE TO MATCH EXISTING W/ 4" SLOPED STONE CAP OVER 1" AIR SPACE OVER SPRAY APPLIED WATERFROOF COATING OVER 8" CMU WALL 16 SPA DECK GUARDRAIL SCREEN WALL: 5/4" X 6" STAINED RED CEDAR SLATS EACH SIDE WITH 1/2" SPACING BETWEEN SLATS OVER 2 1/2" X 2 1/2" PRIMED AND PAINTED HSS TUBE STEEL W/ 5/4" X 6" STAINED RED CEDAR CAP, RE: A7.01 AND A8.02. 18 SPA DECK SLIDING DOOR: 5/4" X 6" STAINED RED CEDAR SLATS EACH SIDE SPACED 1/2" APART OVER 2" X 2" PRIMED AND PAINTED HSS TUBE STEEL SLIDING SECURITY GATE, RE: A6.01, A7.01, A7.02, AND A8.02. 19 EXTERIOR RAILING TOP RAIL TO BE REPLACED AND STAINED TO MATCH EXISTING RE: G0.01 & STRUCT 20 EXISTING WOOD DOORS AND WINDOW TRIM TO BE CLEANED AND PAINTED TO MATCH EXISTING RAILING. 21 EXTERIOR RAILING TO BE REPAIRED PER STRUCT. No. Description Date 04/20/18 UP UP UP UP 5' - 0"2' - 6"2' - 6" SPA A7.01/ 42 A7.02 ADA CLEAR CLEARANCE 1 A8.01 3 A8.01 1' - 0" 7' - 8"1 A7.02 10' - 1 7/8" 3' - 8"4' - 4"5" A* C* 4* 4* 2* 2* 1* 1* B* 3* 3*4' - 9"5' - 5 1/8" 2' - 10 7/8" 4' - 5 1/8" 4' - 10" 13' - 4"4' - 7 1/2" 5" 5" 13' - 8" 11' - 8"6' - 8"A7.01/ 2 A7.01/ 33 A8.06 5* A7.01/ 1 3 A8.01 2 A8.02 1 A8.02 2 A8.01 1' - 7 3/4" 1" 8' - 9" SECURITY SCREEN SECURITY GATE D 2 1 C 43 46 A7.01/ 4 2 A7.02 13 1 A8.01 2 A8.01 2 A8.01 3 A8.01 14 1 A7.02 A* C* 4* 2* 1* B* 3*4' - 9" 5' - 5 1/8" 2' - 10 7/8" 4' - 5 1/8" 4' - 10" 13' - 4"4' - 7 1/2" 8" R.O. 3' - 2"7"4 A8.06 14 13 14 28 29 27 27 R.O. 3' - 2" 4' - 8" A7.01/ 2 A7.01/ 3 3 A8.06 3' - 0 1/2" 8' - 7 1/2" 5*1' - 0"25 SPA EQUIPMENT 100 30 LINE OF SPA DECK ABOVE SPA STORAGE 101 A7.01/ 1 7' - 4"8' - 0"2' - 8" 1' - 0 1/4" 1 A8.0232 13 O.H. D 21 C 41 39 40 42 A100A10147 44 25 45 SPA GENERAL NOTES 1. MECHANICAL, ELECTRICAL AND PLUMBING SYSTEM SHALL BE DESIGN BUILD. 2. COORDINATE MECHANICAL, ELECTRICAL AND PLUMBING SCOPES OF WORK WITH SPA VENDOR FOR SPECIFIC REQUIREMENTS. 3. ALL NEW MECHANICAL, ELECTRICAL AND PLUMBING SCOPES OF WORK ARE TO BE TIED INTO THE EXISTING BUILDING SYSTEMS. 4. VERIFY ALL EXISTING MEP SYSTEMS PRIOR TO COMMENCEMENT OF WORK. 5. WATER PIPES RUNNING NEXT TO OR WITHIN EXTERIOR WALLS TO BE INSULATED W/ 2" MIN CLOSED CELL INSULATION. 6. ALL DIMENSIONS ARE TO FACE OF STUD, GRID LINE, FACE OF MASONRY OR CONCRETE, U.N.O. 7. WHERE "CLEAR" IS CALLED OUT ON A DIMENSION, PROVIDE DIMENSION FROM FACE OF FINISH TO FACE OF FINISH. 8. CONTRACTOR SHALL COORDINATE ALL MEANS, METHODS, SEQUENCES PROCEDURES AND SCHEDULES OF ALL CONSTRUCTION ACTIVITIES AND OPERATIONS FOR THE CONSTRUCTION OF THE PROJECT. 9. CONTRACTOR RESPONSIBLE FOR OBTAINING AND COMPLYING WITH ALL PERMITS. 10. CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL MANUFACTURERS RECOMMENDATIONS FOR STORAGE, PREPARATION, FABRICATION, INSTALLATION AND CURING OF MATERIALS AND SYSTEMS. 11. RE: DOOR SCHEDULE AND DOOR HARDWARE SETS. 12. THE CONTRACTOR SHALL MAINTAIN THE EXISTING STRUCTURAL INTEGRITY OF THE ENTIRE BUILDING UNLESS OTHERWISE NOTED. UPON DISCOVERY OF HAZARDOUS MATERIALS ENCOUNTERED DURING CONSTRUCTION, NOTIFY THE ARCHITECT AND OWNER IMMEDIATELY AND AWAIT FURTHER INSTRUCTIONS. THE WORK AREA SHALL BE COMPLETELY SEALED OFF DURING ABATEMENT. 13. WHERE THE TERM "REMOVE" IS USED, THE CONTRACTOR SHALL REMOVE FROM THE SITE AND LEGALLY DISPOSE OF. 14. WHERE THE TERM "EXISTING TO REMAIN" IS USED, THE EXISTING ITEMS OF CONSTRUCTION ARE NOT TO BE REMOVED. 15. SEE ENGINEERING DRAWINGS FOR THE REMOVAL OF SPECIFIC STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE ALARM SYSTEMS. 16. CONTRACTOR TO FINISH SITE FOR COMPLETE SCOPE OF DEMO. PROJECT NUMBER ISSUE DATE REVISION SHEET TITLE ISSUE SHEET NO. KEY PLAN TOWN STAMP DISCIPLINE STAMP 3/20/2018 3/21/2018 12:26:50 PM C:\Users\lfrazier\Documents\Enzian Model_Export_2018-03-06_lfrazier@359design.co.rvtA6.01 SPA PLANS 16021ENZIANBUILDING PERMIT SET 03/20/2018 3/8" = 1'-0"2 SPA DECK - UPPER LEVEL 3/8" = 1'-0"1 SPA DECK - LOWER LEVEL KEYNOTES Key Value Keynote Text 13 CEDAR WOOD SLAT OVER 8" CMU WALL CONSTRUCTION: 5/4" X 6" STAINED RED CEDAR SLAT SCREEN WALL SPACED 1/2" APART OVER 2 1/2" X 2 1/2" PRIMED AND PAINTED HSS TUBE STEEL OVER SPRAY APPLIED WATERPROOF COATING OVER 8" CMU WALL. 14 STONE OVER 8" CMU WALL CONSTRUCTION: 4" FULLY GROUTED STONE TO MATCH EXISTING W/ 4" SLOPED STONE CAP OVER 1" AIR SPACE OVER SPRAY APPLIED WATERFROOF COATING OVER 8" CMU WALL 25 4" CONCRETE SLAB ON GRADE OVER COMPACTED FILL, RE: STRUCT. 27 3'-0" X 7'-0" HM DOOR PAINTED TO MATCH NEW EXTERIOR PAINT COLORS, RE: SPEC. 28 EXISTING PARKING STRIP TO REMAIN. 29 EXISTING STEEL AND CONCRETE PAN STAIR TO REMAIN. REPAIR PER BALCONY AND STAIR REPAIR PLANS, RE: STRUCT. 30 FLOOR DRAIN ROUTED IN BETWEEN 4X JOISTS INTO SPA EQUIPMENT ROOM AND TIE INTO EXISTING STORM DRAIN BELOW GRADE. PROVIDE HEAT TRACE TAPE AS REQUIRED TO PREVENT FREEZING. 32 2 COAT STUCCO SYSTEM OVER WIRE METAL LATH OVER SPRAY APPLIED WATERPROOF MEMBRANE OVER 12" CMU WALL 39 SPA HEATER, RE: MECH 40 SPA EQUIPMENT EXHAUST FAN, RE: MECH 41 CABINUT UNIT HEATER, RE: MECH 42 EXHAUST VENT, RE: MECH 43 LED WALL MOUNTED STRIP LIGHT, UNDER BENCH, RE: ELECT 44 DIMMER SWITCHES, RE: ELECT 45 SPA PANEL, RE: ELECT 46 WALL MOUNTED LED LIGHTS, RE: ELECT FOR MOUNTING HEIGHT 47 LED SURFACE MOUNTED STRIP LIGHT ABOVE, RE: ELECT DOOR SCHEDULE DOOR NUMBE R DOOR NUMBERWIDTHHEIGHTDOOR TYPE FRAME TYPE MATERIALS AND FINISHES DOOR RATING HARDWARE SECURITY RATING COMMENTS DOOR MATERIAL DOOR FINISH FRAME MATERIAL FRAME FINISH LEVEL BASEMENT A A100 A100 3' - 0" 7' - 0"HOLLOW METAL HOLLOW METAL Paint HOLLOW METAL Paint - STORAGE LOCKSET LEVEL B BASEMENT A101 A101 3' - 0" 7' - 0"HOLLOW METAL HOLLOW METAL Paint HOLLOW METAL Paint - STORAGE LOCKSET No. Description Date 04/20/18 LEVEL 2B 114' - 0" B.O. FLOOR 1B 102' - 0" LEVEL 1B BALCONY 103' - 6" SPA EQUIPMENT 93' - 0" 1' - 0"10' - 6"1' - 6" 9' - 0" 5' - 5"15' - 6 1/2" 5' - 1"DC 46 14 24 LEVEL 2A 110' - 0" LEVEL 1B 104' - 0" LEVEL 2B 114' - 0" B.O. FLOOR 2B 112' - 0" B.O. FLOOR 1B 102' - 0" LEVEL B BASEMENT 94' - 0" LEVEL 1B BALCONY 103' - 6" 4* 2* 1* 3* SPA EQUIPMENT 93' - 0" 16 14 1' - 0" 32 07 17 D C LEVEL 1B 104' - 0" LEVEL 2B 114' - 0" B.O. FLOOR 2B 112' - 0" B.O. FLOOR 1B 102' - 0" LEVEL B BASEMENT 94' - 0" LEVEL 1B BALCONY 103' - 6" A*C* B* SPA EQUIPMENT 93' - 0" 34 07 21 17 32 3 2 1 46 LEVEL 2A 110' - 0" LEVEL 1B 104' - 0" LEVEL 2B 114' - 0" LEVEL B BASEMENT 94' - 0" LEVEL 1B BALCONY 103' - 6" A* C* B* SPA EQUIPMENT 93' - 0" 16 34 13 14 36 1' - 0" 18 8' - 9 1/8" 2 1 PROJECT NUMBER ISSUE DATE REVISION SHEET TITLE ISSUE SHEET NO. KEY PLAN TOWN STAMP DISCIPLINE STAMP 3/20/2018 3/21/2018 12:26:51 PM C:\Users\lfrazier\Documents\Enzian Model_Export_2018-03-06_lfrazier@359design.co.rvtA7.01 SPA ELEVATIONS 16021ENZIANBUILDING PERMIT SET 03/20/2018 1/4"= 1'-0"4 WEST DECK ELEVATION 1/4"= 1'-0"3 EAST DECK ELEVATION 1/4" =1'-0"1 NORTH DECK ELEVATION KEYNOTES Key Value Keynote Text 07 EXTERIOR DECK TO BE REPAIRED PER STRUCTURAL, RE: STRUCT AND G0.01. 13 CEDAR WOOD SLAT OVER 8" CMU WALL CONSTRUCTION: 5/4" X 6" STAINED RED CEDAR SLAT SCREEN WALL SPACED 1/2" APART OVER 2 1/2" X 2 1/2" PRIMED AND PAINTED HSS TUBE STEEL OVER SPRAY APPLIED WATERPROOF COATING OVER 8" CMU WALL. 14 STONE OVER 8" CMU WALL CONSTRUCTION: 4" FULLY GROUTED STONE TO MATCH EXISTING W/ 4" SLOPED STONE CAP OVER 1" AIR SPACE OVER SPRAY APPLIED WATERFROOF COATING OVER 8" CMU WALL 16 SPA DECK GUARDRAIL SCREEN WALL: 5/4" X 6" STAINED RED CEDAR SLATS EACH SIDE WITH 1/2" SPACING BETWEEN SLATS OVER 2 1/2" X 2 1/2" PRIMED AND PAINTED HSS TUBE STEEL W/ 5/4" X 6" STAINED RED CEDAR CAP, RE: A7.01 AND A8.02. 17 SPA DECK SCREEN WALL @ EXISTING CORRIDOR: 5/4" X 6" STAINED RED CEDAR SLATS EACH SIDE AND ENDS SPACED 1/2" APART OVER 2" X 2" PRIMED AND PAINTED HSS TUBE STEEL. PROVIDE BARN DOOR SLIDING DOOR HARDWARE WITH DOOR GUIDE MOUNTED TO EXISTING BALCONY. PROVIDE KEYED LOCKSET. 18 SPA DECK SLIDING DOOR: 5/4" X 6" STAINED RED CEDAR SLATS EACH SIDE SPACED 1/2" APART OVER 2" X 2" PRIMED AND PAINTED HSS TUBE STEEL SLIDING SECURITY GATE, RE: A6.01, A7.01, A7.02, AND A8.02. 21 EXTERIOR RAILING TO BE REPAIRED PER STRUCT. 24 WOOD SLAT BENCH: 5/4" X 6" STAINED CEDAR SLATS SPACED 1/4" APART OVER 2" X 4" PT FRAMING. FASTEN W/ STAINLESS STEEL COUNTERSUNK SCREWS.RE: PLANS AND DETAILS FOR HEIGHT AND WIDTH. 32 2 COAT STUCCO SYSTEM OVER WIRE METAL LATH OVER SPRAY APPLIED WATERPROOF MEMBRANE OVER 12" CMU WALL 34 GALVANIZED WIRE MESH RISER, RE: STRUCT. RE: ARCH FOR RISER SIZING PER STAIR. 36 VERTICAL TUBE STEEL GUARDRAIL @ 42" A.F.F., RE: DETAIL 1/A8.05 FOR GUARDRAIL SECTION AND ELEVATION.ALL GUARDRAIL COMPONENTS TO BE PRIMED AND PAINTED. 46 WALL MOUNTED LED LIGHTS, RE: ELECT FOR MOUNTING HEIGHT 1/4" =1'-0"2 SOUTH DECK ELEVATION No. Description Date 04/20/18 LEVEL 1B 104' - 0" LEVEL 2B 114' - 0" B.O. FLOOR 2B 112' - 0" B.O. FLOOR 1B 102' - 0" LEVEL B BASEMENT 94' - 0" LEVEL 1B BALCONY 103' - 6" 1 A7.02 A*C*B* 2' - 0"8' - 0" 6" 1' - 6" 8' - 0" 1' - 0" 4' - 7 1/2"13' - 4" SPA EQUIPMENT 93' - 0" SPA EQUIPMENT 100 SPA STORAGE 101 SPA 17 34 36 16 30 24 27 A8.01 2 A8.01 1 O.H. 12 16 21 LEVEL 1B 104' - 0" LEVEL 2B 114' - 0" B.O. FLOOR 2B 112' - 0" B.O. FLOOR 1B 102' - 0" LEVEL B BASEMENT 94' - 0" LEVEL 1B BALCONY 103' - 6" 2 A7.02 4*2* 1*3* 5' - 5 1/8" 2' - 10 7/8" 4' - 5 1/8"2' - 0"8' - 0" 6" 1' - 6" 8' - 0" 1' - 0" SPA EQUIPMENT 93' - 0" SPA EQUIPMENT 100 SPA STORAGE 101 24 16 14 17 18 SPA 1' - 0" A8.01 2 5' - 10 1/8" 4' - 6"1' - 8"6' - 7"32 A8.01 3 30 12 DC PROJECT NUMBER ISSUE DATE REVISION SHEET TITLE ISSUE SHEET NO. KEY PLAN TOWN STAMP DISCIPLINE STAMP 3/20/2018 3/21/2018 12:26:52 PM C:\Users\lfrazier\Documents\Enzian Model_Export_2018-03-06_lfrazier@359design.co.rvtA7.02 SPA SECTIONS 16021ENZIANBUILDING PERMIT SET 03/20/2018 3/8" =1'-0"2 SECTION @ HOT TUB DECK 3/8" =1'-0"1 SECTION @ HOT TUB DECK KEYNOTES Key Value Keynote Text 12 NEW CUSTOM STAINLESS STEEL SPA: 12' X 7' SPA ON CMU WALL STRUCTURE WITH WOOD FRAMED DECK, RE: A6.01, A7.01, A7.02 & A8.01, AND A8.02 14 STONE OVER 8" CMU WALL CONSTRUCTION: 4" FULLY GROUTED STONE TO MATCH EXISTING W/ 4" SLOPED STONE CAP OVER 1" AIR SPACE OVER SPRAY APPLIED WATERFROOF COATING OVER 8" CMU WALL 16 SPA DECK GUARDRAIL SCREEN WALL: 5/4" X 6" STAINED RED CEDAR SLATS EACH SIDE WITH 1/2" SPACING BETWEEN SLATS OVER 2 1/2" X 2 1/2" PRIMED AND PAINTED HSS TUBE STEEL W/ 5/4" X 6" STAINED RED CEDAR CAP, RE: A7.01 AND A8.02. 17 SPA DECK SCREEN WALL @ EXISTING CORRIDOR: 5/4" X 6" STAINED RED CEDAR SLATS EACH SIDE AND ENDS SPACED 1/2" APART OVER 2" X 2" PRIMED AND PAINTED HSS TUBE STEEL. PROVIDE BARN DOOR SLIDING DOOR HARDWARE WITH DOOR GUIDE MOUNTED TO EXISTING BALCONY. PROVIDE KEYED LOCKSET. 18 SPA DECK SLIDING DOOR: 5/4" X 6" STAINED RED CEDAR SLATS EACH SIDE SPACED 1/2" APART OVER 2" X 2" PRIMED AND PAINTED HSS TUBE STEEL SLIDING SECURITY GATE, RE: A6.01, A7.01, A7.02, AND A8.02. 24 WOOD SLAT BENCH: 5/4" X 6" STAINED CEDAR SLATS SPACED 1/4" APART OVER 2" X 4" PT FRAMING. FASTEN W/ STAINLESS STEEL COUNTERSUNK SCREWS.RE: PLANS AND DETAILS FOR HEIGHT AND WIDTH. 27 3'-0" X 7'-0" HM DOOR PAINTED TO MATCH NEW EXTERIOR PAINT COLORS, RE: SPEC. 30 FLOOR DRAIN ROUTED IN BETWEEN 4X JOISTS INTO SPA EQUIPMENT ROOM AND TIE INTO EXISTING STORM DRAIN BELOW GRADE. PROVIDE HEAT TRACE TAPE AS REQUIRED TO PREVENT FREEZING. 32 2 COAT STUCCO SYSTEM OVER WIRE METAL LATH OVER SPRAY APPLIED WATERPROOF MEMBRANE OVER 12" CMU WALL 34 GALVANIZED WIRE MESH RISER, RE: STRUCT. RE: ARCH FOR RISER SIZING PER STAIR. 36 VERTICAL TUBE STEEL GUARDRAIL @ 42" A.F.F., RE: DETAIL 1/A8.05 FOR GUARDRAIL SECTION AND ELEVATION.ALL GUARDRAIL COMPONENTS TO BE PRIMED AND PAINTED. No. Description Date 04/20/18 10' - 6" (FIELD VERIFY) BENCH HEIGHT1' - 6"TYP.1/2"4" GROUTED STONE OVER WATERPROOF MEMBRANE OVER CMU WALL TO MATCH EXISTING5' - 0 1/2" GUARDRAIL HEIGHTLEVEL 1B BALCONY 103' - 6" 5/4" X 6" STAINED CEDAR SLAT SCREEN WALL, OVER 2 1/2" X 2 1/2" PRIMED AND PAINTED TUBE STEEL COLUMNS MOUNTED TO FACE OF CMU W/ (2) L3X2@6" ANGLES W/ (2) SIMPSON BOLTS, RE: STRUCT. WATER PROOF MEMBRANE OVER PRE-FINISHED METAL FLASHING OVER STONE CAP STACKED STONE OVER 12" CMU WALL TO MATCH EXISTING 12" CONC. FOUNDATION WALL WITH STONE LEDGE OVER SPREAD FOOTING, RE: STRUCT. 4" CONC. SLAB ON GRADE SLOPED MIN. 1/8" PER FT. OVER GRANULAR FILL. PROVIDE TRAFFIC COATING PER SPECIFICATIONS. SPA EQUIPMENT 93' - 0" T.O. CAP 101' - 11" 5/4" X 6" STAINED CEDAR SLAT SCREEN WALL, OVER 2 1/2" X 2 1/2" PRIMED AND PAINTED TUBE STEEL COLUMNS MOUNTED TO FACE OF 8" CMU WALL, RE: STRUCT. T.O. CAP / BENCH 104' - 9"4' - 6 7/8"STAINLESS STEEL SPA, RE: SPEC. A 1' - 0" 3' - 0" T.O. MASONRY 100' - 9" T.O. CAP 109' - 9 1/2" RE: STRUCT. 5/4" X 6" STAINED CEDAR CAP OVER 2 1/2" X 2 1/2" PRIMED AND PAINTED HORZ. TUBE STEEL , RE: STRUCT. TYP. 1" AIR SPACE WATER PROOF MEMBRANE OVER PRE-FINISHED METAL FLASHING OVER 4" STONE CAP MIN. 4". W10X12 STEEL BEAM ATTACHED TO EMBED PLATE @ CMU BOND BEAM, RE: STRUCT. 5/4"X STAINED CEDAR SLAT OVER PT WOOD OR PVC SHEATHING OVER WATERPROOFING MEMBRANE OVER 2X FRAMING, RE: SPEC. CONT. SEALANT BETWEEN DECKING AND SPA LIP 1"13' - 6" (VARIES WITH GRADE, FIELD VERIFY) 3' - 0" 1' - 0" 5' - 0 1/2" GUARDRAIL HEIGHTBENCH HEIGHT1' - 6"5/4" X 6" STAINED CEDAR SLAT SCREEN WALL, OVER 2 1/2" X 2 1/2" PRIMED AND PAINTED TUBE STEEL COLUMNS MOUNTED TO FACE OF RIM JOISTS, RE: STRUCT. 5/4" X 6" STAINED CEDAR CAP OVER 2 1/2" X 2 1/2" PRIMED AND PAINTED HORZ. TUBE STEEL , RE: STRUCT. 5/4" X 6" STAINED CEDAR BENCH SLATS OVER PT 2X4 FRAMING, RE: SPEC. 5/4" X 6" STAINED CEDAR DECKING, OVER 2"X6" PT SLEEPERS WITH BOTTOM OF SLEEPS SLOPED WITH JOISTS, RE: SPEC.TYP1/2"4X12 PT RIM JOISTS, RE: STRUCT. WATER PROOF MEMBRANE OVER PRE-FINISHED METAL FLASHING OVER 4" STONE CAP 8" CONC. FOUNDATION WALL WITH STONE LEDGE OVER SPREAD FOOTING, RE: STRUCT. 4" CONC. SLAB ON GRADE OVER GRANULAR FILL. PROVIDE TRAFFIC COATING PER SPECIFICATIONS. 5/4"X6" STAINED WOOD SLATS OVER 2X PT VERTICAL FURRING OVER WATER PROOF MEMBRANE OVER 8" CMU WALL EPDM MEMBRANE OVER 3/4" PT WOOD OR PVC SHEATHING OVER 2"X10" PT WOOD JOISTS SLOPE MIN. 1/8" PER FT. TO DRAIN 1' - 4" LEVEL 1B BALCONY 103' - 6" SPA EQUIPMENT 93' - 0" T.O. CAP / BENCH 104' - 9" 5 T.O. MASONRY 102' - 0" T.O. CAP 109' - 9 1/2" RE: STRUCT. 2X PT RIM JOIST, WRAP WATERPROOFING UP AND OVER BLOCKING 5/4" X 6" STAINED CEDAR SLAT SCREEN WALL SOFFIT, OVER 4" X 12" PT JOISTS (2) TIE DOWN AND ANCHOR BOLTS PER COLUMN, RE" STRUCT.1' - 8" TYP. 1" AIR SPACE 4" GROUTED STONE OVER WATERPROOF MEMBRANE OVER CMU WALL TO MATCH EXISTING LINEAR LED LIGHT STRIP UNDER PERIMETER OF BENCH RE: ELEC.10' - 6" (FIELD VERIFY)BENCH HEIGHT1' - 6"W10X12 STEEL BEAM ATTACHED TO EMBED PLATE @ CMU BOND BEAM, RE: STRUCT. LEVEL 1B BALCONY 103' - 6" 5/4"X STAINED CEDAR SLAT OVER PT WOOD OR PVC SHEATHING OVER WATERPROOFING MEMBRANE OVER 2X FRAMING, RE: SPEC. WATER PROOF MEMBRANE OVER PRE-FINISHED METAL FLASHING OVER OVER STUCCO J CLOSURE 2 COAT STUCCO SYSTEM OVER METAL WIRE LATH OVER WATER PROOF MEMBRANE 12" CONC. FOUNDATION WALL OVER SPREAD FOOTING, RE: STRUCT. 4" CONC. SLAB ON GRADE SLOPED MIN. 1/8" PER FT. OVER GRANULAR FILL. PROVIDE TRAFFIC COATING PER SPECIFICATIONS. SPA EQUIPMENT 93' - 0" 8" CMU WALL ON 12" CMU WALL, RE: STRUCT. T.O. CAP / BENCH 104' - 9" STAINLESS STEEL SPA, RE: SPEC.1' - 0" 3' - 0" T.O. MASONRY 100' - 9" 1 JOINT 1" EXPANSION 5/4" X 6" STAINED CEDAR SLAT SCREEN WALL, OVER 2 1/2" X 2 1/2" PRIMED AND PAINTED TUBE STEEL COLUMNS MOUNTED TO FACE OF EXISTING BALCONIES, RE: STRUCT. (2) L4X3X1/4 W/ (1) 3/4" DIA. BOLT IN VERT LONG SLOTTED HOLE (2) L4X3X1/4 W/ (1) 3/4" DIA. BOLT IN VERT LONG SLOTTED HOLE 2 1/2" X 2 1/2" HORZ. STEEL TUBE W/ 5/4" STAINED BOTTOM SLAT RE: STRUCT.FIELD VERIFY10' - 7" FLOOR TO FLOOR STEEL5 1/2" T.O.LEVEL 2B BALCONY 114' - 1" 5/4" X 6" STAINED CEDAR CAP OVER 2 1/2" X 2 1/2" PRIMED AND PAINTED HORZ. TUBE STEEL , RE: STRUCT. WRAP MEMBRANE DN OVER PRE-FINISHED MTL FLASHING OVER STUCCO J CLOSURE WRAP MEMBRANE DN OVER PRE-FINISHED MTL FLASHING CONT. SEALANT BETWEEN DECKING AND SPA LIP PROJECT NUMBER ISSUE DATE REVISION SHEET TITLE ISSUE SHEET NO. KEY PLAN TOWN STAMP DISCIPLINE STAMP 3/20/2018 3/21/2018 12:26:52 PM C:\Users\lfrazier\Documents\Enzian Model_Export_2018-03-06_lfrazier@359design.co.rvtA8.01 SPA SECTION DETAILS 16021ENZIANBUILDING PERMIT SET 03/20/2018 3/4" = 1'-0"1 SPA DECK SECTION - WEST 3/4" = 1'-0"2 SPA DECK SECTION - SOUTH 3/4" = 1'-0"3 SPA DECK SECTION - NORTH No. Description Date 04/20/18 3' - 0"RE: STRUCT. 5/4" X 6" STAINED CEDAR SLAT SCREEN WALL, OVER 2 1/2" X 2 1/2" PRIMED AND PAINTED TUBE STEEL COLUMNS MOUNTED TO FACE OF 4X SUB FASCIA, RE: STRUCT.TYP1/2"1' - 0"5/4" X 6" STAINED CEDAR BENCH SLATS OVER 2" X 4" PT FRAMING, RE: SPEC. STAINLESS STEEL SPA, RE: SPEC STEEL COLUMN WRAPPED IN STAINED 5/4" X 6" CEDAR SLATS BEYOND, PRIMED AND PAINTED LEVEL 1B BALCONY 103' - 6" SPA EQUIPMENT 93' - 0" TOP OF CAP / BENCH 104' - 9" TOP OF MASS 102' - 0" 5/4" X 6" STAINED CEDAR CAP OVER 2 1/2" X 2 1/2" PRIMED AND PAINTED HORZ. TUBE STEEL , RE: STRUCT. T.O. CAP 109' - 9" W10X12 STEEL BEAM ATTACHED TO EMBED PLATE @ CMU BOND BEAM, RE: STRUCT. 4' - 8" 1B 1C 1' - 0 1/4" 3 3/4" 5/4" X 6" STAINED CEDAR DECKING, OVER 2" X 6" PT SLEEPERS RIPPED TO DECK SLOPE @ 16" O.C., RE: SPEC. 2X PT RIM JOIST, WRAP WATERPROOFING UP AND OVER BLOCKING WATERPROOFING MEMBRANE OVER 3/4" PT WOOD OR PVC SHEATHING OVER RIPPED 4" X 12" PT WOOD JOISTS SLOPE MIN. 1/4" PER FT. TO DRAIN, RE: STRUCT. 2X PT RIM JOIST, RE: STRUCT. 2 COAT STUCCO SYSTEM OVER METAL WIRE LATH OVER WATER PROOF MEMBRANE 12" CONC. FOUNDATION WALL OVER SPREAD FOOTING, RE: STRUCT. 4" CONC. SLAB ON GRADE SLOPED MIN. 1/8" PER FT. OVER GRANULAR FILL. PROVIDE TRAFFIC COATING PER SPECIFICATIONS. 5/4" X 6" STAINED CEDAR SLAT SCREEN WALL SOFFIT, OVER 4" X 12" PT JOISTS 4" X 12" PT RIM JOIST (2) TIE DOWN AND ANCHOR BOLTS PER COLUMN, RE" STRUCT. 2X PT RIM JOIST, WRAP WATERPROOFING UP AND OVER BLOCKING 13' - 6" (VARIES WITH GRADE FIELD VERIFY) 5' - 0 1/2" GUARDRAIL HEIGHTWRAP MEMBRANE DN OVER PRE-FINISHED MTL FLASHING OVER STUCCO J CLOSURE WRAP MEMBRANE DN OVER PRE-FINISHED MTL FLASHING COLUMN FOUNDATION BEYOND 1" MIN. 4". EPDM MEMBRANE OVER PT WOOD OR PVC SHEATHING OVER 2X FRAMING CONT. SEALANT BETWEEN DECKING AND SPA LIP RE: MFR.3' - 9"BENCH HEIGHT1' - 6"5/4" X 6" STAINED CEDAR SLAT SCREEN WALL, OVER 2 1/2" X 2" TUBE STEEL COLUMNS MOUNTED TO FACE OF 2X SUB FASCIA EXISTING FLOOR STRUCTURE SLAT WALL BEYOND 5/4" X 6" STAINED CEDAR SLAT SPA ENTRY DOOR OVER 2 1/2" X 2" STEEL FRAMING, RE: STRUCT. DOOR HARDWARE TO BE BARN DOOR SLIDING TRACK WITH DOOR GUIDE AT FLOOR LEVEL 1B BALCONY 103' - 6" TOP OF CAP / BENCH 104' - 9" TOP OF MASS 102' - 0"1' - 6" LEVEL 2A BALCONY 104' - 9" 5/4" X 6" STAINED CEDAR DECKING, OVER 2"X6" PT SLEEPERS WITH BOTTOM OF SLEEPS SLOPED WITH JOISTS, RE: SPEC. WATERPROOFING MEMBRANE OVER 3/4" PT WOOD SHEATHING OVER RIPPED 4"X12" PT WOOD JOISTS SLOPE MIN. 1/4" PER FT. TO DRAIN1' - 6"1" (2) L4X3X1/4 W/ (1) 3/4" DIA. BOLT IN VERT LONG SLOTTED HOLESTEEL5 1/2" T.O.FIELD VERIFY10' - 7" FLOOR TO FLOORSPA EQUIPMENT 93' - 0"13' - 6" (VARIES WITH GRADE, FIELD VERIFY) 5/4" X 6" STAINED CEDAR CAP OVER 2 1/2"X2" PRIMED AND PAINTED HORZ. TUBE STEEL , RE: STRUCT.7' - 6 1/2"7' - 0 1/2"2X PT RIM JOIST, WRAP WATERPROOFING UP AND OVER BLOCKING 1 PROJECT NUMBER ISSUE DATE REVISION SHEET TITLE ISSUE SHEET NO. KEY PLAN TOWN STAMP DISCIPLINE STAMP 3/20/2018 3/21/2018 12:26:53 PM C:\Users\lfrazier\Documents\Enzian Model_Export_2018-03-06_lfrazier@359design.co.rvtA8.02 SPA SECTION DETAILS 16021ENZIANBUILDING PERMIT SET 03/20/2018 3/4" = 1'-0"2 SPA DECK SECTION EAST 3/4" =1'-0"1 SPA DECK SECTION @ GATE No. Description Date 04/20/18 MATCH EXISTING HEIGHT1X STAINED CEDAR SLAT 2X STAINED CEDAR ANGLED BALUSTER 2X STAINED CEDAR TOP RAIL 2X STAINED CEDAR UPPER FRAME RAIL 2X LOWER CEDAR FRAME RAIL NOTE: RAIL FRAMING MEMBERS DEPICTED IN DETAIL ARE FOR GRAPHICAL PUROPOSES ONLY. ALL MEMBERS ARE TO MATCH EXISTING, FIELD VERIFY ALL SIZES AND DEMINSIONS. PAINT PER SPEC. EXTERIOR DECK 1X STAINED CEDAR SLAT BEYOND 2X STAINED CEDAR ANGLED BALUSTER 2X STAINED CEDAR TOP RAIL 2X STAINED CEDAR UPPER FRAME RAIL 2X LOWER FRAME RAIL NOTE: RAIL FRAMING MEMBERS DEPICTED IN DETAIL ARE FOR GRAPHICAL PUROPOSES ONLY. ALL MEMBERS ARE TO MATCH EXISTING, FIELD VERIFY ALL SIZES AND DEMINSIONS. PAINT PER SPEC. 1/8" COPPER PLATE WELDED TO TUBE STEEL FRAMEWORK EQ EQ EQ 2" X 2" TUBE STEEL FRAMEWORK - BLACK POWDER COAT, BEHIND COPPER PLATE, TYP. EXISTING STONE CHIMNEY 1/8" COPPER PLATE CAP WITH TURNED DOWN CORNERS METAL PLATE AT BOTTOM WITH BOLTED CONNECTION TO EXISTING CHIMNEY 4" 2" CHIMNEY FLUESFIELD VRFY. TO CLEAR2"5" 5" 4" 2" EXISTING STONE CHIMNEY BELOW 2" X 2" TUBE STEEL FRAMEWORK - BLACK POWDER COAT.BEHIND COPPER SHEET, TYP. 1/8" COPPER CAP WITH TURNED DOWN CORNERS OPENING IN COPPER CAP 2" 6" 6" 2"WIDTH OF CHIMNEYFIELD VERIFYEQ EQ EQ FRONT ELEVATION 4" X 2" STEEL TUBE FRAME (WELD ALL CONNECTIONS) WITH VERT. AND DIAGONAL CHANNELS. ALL STEEL PRIMED AND PAINTED. AND D STAINED CEDAR SLATS ON OUTSIDE OF DOORS (3) 4" X 6" X 3/8" H.D. HINGE WELDED TO 4" X 4" STL COL 5/4" X 6" STAINED CEDAR SLATS OVER 4" X 2" PRIMED AND PAINTED STEEL TUBE FRAMING, STAIN PER SPECS. GALVANIZED HEAVY DUTY SLIDE BOLT LATCH. BOD: SNUGCOTTAGEHARDWARE.COM OR SIMILAR 6' - 0"1 1/2"1" 6 3/4" 5' - 3" 1 3/4" 1 3/4" 4" X 4" STEEL POSTS W/ BASE PLATE SET ON 1" GROUT BED ON 14" DIA. CONC. FOOTING TO MIN. 4'-0" DEEP, RE: STRUCT. 2" X 6" STAINED CEDAR TOP RAIL. STAIN PER SPECS. EXISTING STUCCO AND CMU WALL 4X2 STEEL TUBE FRAME (WELD ALL CONNECTIONS) WITH VERT. AND DIAGONAL CHANNELS. ALL STEEL PRIMED AND PAINTED. AND STAINED CEDAR SLATS ON OUTSIDE OF DOORS EXISTING DUMPSTER - 7'W x 5'D x 6'H (3) 4X6X3/8" H.D. HINGE WELDED TO 4" X 4" STEEL POSTS, PRIMED AND PAINTED. 5/4" X 6" STAINED CEDAR SLATS, OVER PRIMED AND PAINTED 4" X 2" HORZ. STEEL TUBE FRAME ON 4" X 4" STEEL POSTS, STAIN PER SPECS RECYCLE CANS - 2'W x 3'D x 4'H 12' - 10" EQ12' - 8" EQ 5"1 3/8"5' - 10 3/16"1" 5' - 10 1/8" 1 3/8" 5" 6' - 0"2"1' - 0"EQ EQ 3 A8.036' - 0 1/8"1/2"1 1/2"1"EXISTING ASPHALT PARKING SURFACE, REMOVE AND PATCH AS NECESSARY. 4" X 2" HORZ. TUBE STEEL FRAME, PRIMED AND PAINTED, RE: STRUCT. 4" X 4" STEEL POSTS W/ BASE PLATE SET ON 1" GROUT BED ON 14" DIA. CONC. FOOTING TO MIN. 4'-0" DEEP, RE: STRUCT.5' - 2"1"6 3/4"5/4" X 6" STAINED CEDAR SLATS, OVER PRIMED AND PAINTED 4" X 4" STEEL POSTS, RE: STRUCT. STAIN PER SPECS. 4" X 2" HORZ. TUBE STEEL FRAME, PRIMED AND PAINTED, RE: STRUCT. 2" X 6" STAINED CEDAR TOP RAIL. STAIN PER SPECS. PROJECT NUMBER ISSUE DATE REVISION SHEET TITLE ISSUE SHEET NO. KEY PLAN TOWN STAMP DISCIPLINE STAMP 3/20/2018 3/21/2018 12:26:54 PM C:\Users\lfrazier\Documents\Enzian Model_Export_2018-03-06_lfrazier@359design.co.rvtA8.03 EXTERIOR DETAILS 16021ENZIANBUILDING PERMIT SET 03/20/2018 1/2" =1'-0"4 EXISTING WOOD RAIL ELEVATION 1/2" =1'-0"5 EXISTING WOOD RAIL PROFILE 3/4" =1'-0"7 CHIMNEY CAP 3/4" =1'-0"8 CHIMNEY CAP PLAN DETAIL 3/4" =1'-0"2 TRASH ENCLOSURE 3/4" =1'-0"1 TRASH ENCLOSURE PLAN 3/4" =1'-0"3 TRASH ENCLOSURE - WALL SECTION No. Description Date 04/20/18 UP DN UP UP UP UP UP BETWEEN COLUMNS 3' - 10" CLEAR1 A8.06 7 8 9 E F 8' - 0" 7' - 8" 2' - 4" 4' - 4" 4' - 6" 3' - 6" 3' - 10" 3' - 10" 1' - 4" 16R @ 7.5" = 10' - 0" 15T @ 10" = 12' - 6"3' - 8" 4' - 8"2"3' - 6" 2" 1' - 0"4"3' - 6" 10" 34 33 36 49 37 50 53 1 A8.06 4' - 6" 3' - 6" 3' - 10" 3' - 10" 2 A8.06 7 8 9 E F 8' - 0" 7' - 8" 4" 1' - 0" 3' - 8" 4' - 8"10R @ 7.5" = 6' - 3" 9T @ 10" = 7' - 6" 3' - 10"3' - 6" 6" 6R @ 7.5" = 3' - 9"5T @ 10" = 4' - 2"BETWEEN COLUMNS3' - 10" CLEAR2"3' - 6" 2" 2" 3' - 6" 2"1' - 0"1' - 0" 10"10"33 34 37 36 49 50 48 51 1 A8.06 2 A8.06 7 8 9 E F 8' - 0" 7' - 8" 4" 4' - 6" 3' - 6" 3' - 10" 3' - 10"3' - 8" 4' - 8"1' - 0" BETWEEN COLUMNS 3' - 10" CLEAR1' - 0" 10"10"36 34 33 37 49 50 48 6R @ 7.5" = 3' - 9"5T @ 10" = 4' - 2"6" 3' - 6" 10R @ 7.5" = 6' - 3" 9T @ 10" = 7' - 6"3' - 10" 51 51 4 A8.06 3 A8.06 2" 3' - 8" 2"1' - 0" 12R @ 6.63" = 7' - 0"11T @ 11" = 10' - 1" 3' - 10" 2"2" 3' - 10" 7R @ 6.63" 6T @ 11" = 5' - 6" 4 1/2"11"D 1 C 11" 1' - 0"48 34 33 37 49 36 52 2" 7R @ 6.85" = 4' - 0"6T @ 12" = 5' - 6" 4' - 2"2" 3' - 4" 2" 3 D 5" 3' - 8" 5 A8.06 1' - 0"C 11"33 34 37 50 51 54 6 A8.06 15R @ 7.5" = 9' - 6" 14T @ 11" = 12' - 10" 1' - 0"2"3' - 0" 2" 1" 4' - 0" 12' - 10" 4' - 6"3' - 6"B A 4"TO (E) EDGE OF SLAB3' - 2"11" 33 34 36 37 36 51 53 PROJECT NUMBER ISSUE DATE REVISION SHEET TITLE ISSUE SHEET NO. KEY PLAN TOWN STAMP DISCIPLINE STAMP 3/20/2018 3/21/2018 12:26:55 PM C:\Users\lfrazier\Documents\Enzian Model_Export_2018-03-06_lfrazier@359design.co.rvtA8.04 STAIR PLANS 16021ENZIANBUILDING PERMIT SET 03/20/2018 3/8" = 1'-0"1 STAIR 3 & 4 - LEVEL 1 STAIR PLAN 3/8" = 1'-0"3 STAIR 3 & 4 - LEVEL 3 STAIR PLAN 3/8" = 1'-0"2 STAIR 3 & 4 - LEVEL 2 STAIR PLAN 3/8" = 1'-0"4 STAIR 6 - LEVEL 1 STAIR PLAN 3/8" = 1'-0"5 STAIR 7 - LEVELS 1, 2 & 3 STAIR PLAN 3/8" = 1'-0"7 STAIR 5 - LEVEL 1 STAIR PLAN * STAIR 4 @ BUILDING A IS DIPICTED, STAIR 3 @ BUILDING B IS THE SAME STAIR DIMENSIONS BUT OPPOSITE HAND No. Description Date KEYNOTES Key Value Keynote Text 33 GALVANIZED GRIP STRUT TREAD W/ CARRIER PLATES BOLTED TO C12X20.7 C CHANNEL STRINGER, RE: STRUCT.RE: ARCH FOR TREAD SIZING PER STAIR. 34 GALVANIZED WIRE MESH RISER, RE: STRUCT. RE: ARCH FOR RISER SIZING PER STAIR. 36 VERTICAL TUBE STEEL GUARDRAIL @ 42" A.F.F., RE: DETAIL 1/A8.05 FOR GUARDRAIL SECTION AND ELEVATION.ALL GUARDRAIL COMPONENTS TO BE PRIMED AND PAINTED. 37 1 1/4" DIA. HANDRAIL @ 36" A.F.F., RE: DETAIL 1/A8.05 FOR HANDRAIL SECTION AND ELEVATION. ALL HANDRAIL COMPONENTS TO BE PRIMED AND PAINTED. 48 GALVANIZED METAL GRATE LANDING, RE: STRUCT. OPENINGS TO BE MAX. 1/2" PER ADA REQUIREMENTS AND ELONGATED OPENING PLACED PERPENDICULAR TO THE DOMINANT PATH OF TRAVEL. 49 EXISTING STEEL TUBE COLUMNS, RE: STRUCT. 50 EXISTING STEEL AND WOOD BALCONY GUARDRAIL, RE: STRUCT. FOR REPLACEMENT SCOPE. 51 EXISTING COMPOSITE CONC. BALCONY, RE: STRUCT. FOR NEW STAIR CONNECTIONS AND REPAIR SCOPE. 52 NEW CONC.FOOTING, RE: STRUCT. 53 NEW THICKENED SLAB, RE: STRUCT. 54 EXISTING STRINGERS TO REMAIN, RE: STRUCT. * STAIR 4 @ BUILDING A IS DIPICTED, STAIR 3 @ BUILDING B IS THE SAME STAIR DIMENSIONS BUT OPPOSITE HAND * STAIR 4 @ BUILDING A IS DIPICTED, STAIR 3 @ BUILDING B IS THE SAME STAIR DIMENSIONS BUT OPPOSITE HAND 04/20/18 C CHANNEL STEEL STRINGER, RE: STRUCT. PRIME AND PAINT ALL SURFACES. GALVANIZED GRIP TUF GALVANIZED METAL STAIR TREAD W/ BAR GRATE RISER, RE: STRUCT. METAL GRATE OPENINGS TO BE MAX. 1/2" PER ADA REQUIREMENTS AND ELONGATED OPENING PLACED PERPENDICULAR TO THE DOMINANT PATH OF TRAVEL. BOLT TREADS TO STRINGERS.2"RE: PLAN 1" TYP.RE: PLAN2"GALVANIZED GRIP TUF GALVANIZED METAL STAIR TREAD W/ BAR GRATE RISER, RE: STRUCT. METAL GRATE OPENINGS TO BE MAX. 1/2" PER ADA REQUIREMENTS AND ELONGATED OPENING PLACED PERPENDICULAR TO THE DOMINANT PATH OF TRAVEL. BOLT TREADS TO STRINGERS. C CHANNEL STEEL STRINGER ATTACHED TO EXISTING BALCONY C CHANNEL RE: STRUCT. PRIME AND PAINT ALL SURFACES. EXISTING BALCONY CONC. SLAB, RE: STRUCT. EXISTING C CHANNEL, RE: STRUCT.RE: PLANRE: PLAN 1" TYP. 2" x 2" HORZ. STEEL TOP RAIL 1 1/4" x 1 1/4" STEEL PIPE HANDRAIL W/ 1/2" DIA. BAR WELDED TO STEEL POSTS 1" x 2" VERT. STEEL POST WELDED TO C CHANNEL STRINGER, RE: STRUCT. 1" x 2" HORZ. STEEL BOTTOM RAIL C-CHANNEL STEEL STRINGERS, RE: STRUCT. GALVANIZED METAL GRATE @ INTERMEDIATE LANDINGS, OPENINGS TO BE MAX. 1/2" PER ADA REQUIREMENTS AND ELONGATED OPENING PLACED PERPENDICULAR TO THE DOMINANT PATH OF TRAVEL. BOLT TO STRINGERS, RE: STRUCT.2"3' - 0" 1" MAX.3"3' - 6" GUARDRAIL HEIGHT3' - 0" HANDRAIL HEIGHTMAX. 4"NOTE: ALL WELDS TO BE GROUND SMOOTH. ALL STEEL TO BE PRIMED AND PAINTED. 1/2" x 1/2" VERT. STEEL PICKETS GUARDRAIL SECTION - OPTION 1 2"3' - 0" 1" 3" 3' - 6" GUARDRAIL HEIGHTGUARDRAIL ELEVATION - OPTION 1 GALVANIZED GRIP TUF GALVANIZED METAL STAIR TREAD W/ WIRE MESH STRINGER, RE: STRUCT. METAL GRATE OPENINGS TO BE MAX. PROJECT NUMBER ISSUE DATE REVISION SHEET TITLE ISSUE SHEET NO. KEY PLAN TOWN STAMP DISCIPLINE STAMP 3/20/2018 3/21/2018 12:26:55 PM C:\Users\lfrazier\Documents\Enzian Model_Export_2018-03-06_lfrazier@359design.co.rvtA8.05 STAIR DETAILS 16021ENZIANBUILDING PERMIT SET 03/20/2018 1 1/2" = 1'-0"2 STAIR TREAD DETAIL 1 1/2" = 1'-0"3 STAIR STRINGER @ UPPER LANDING 1 1/2" =1'-0"1 EXTERIOR STAIR GUARDRAIL No. Description Date 04/20/18 LEVEL 1 100' - 0" LEVEL 2A 110' - 0" LEVEL 3A 120' - 0" Level 4A 130' - 0" FLOOR TO FLOOR16R @ 7 1/2" = 10' - 0"FLOOR TO FLOOR16R @ 7 1/2" = 10' - 0"8 9 TYP7 1/2"TYP 10"3' - 6"3' - 6"6R @ 7 1/2" = 3' - 9" 10R @ 7 1/2" = 6' - 3" 3' - 6"3' - 6" 36 38 35 33 34 TYP 10"TYP7 1/2"LEVEL 1B 104' - 0" LEVEL 2B 114' - 0" 21 TYP7 1/2"TYP 11"FLOOR TO FLOOR15R @ 7 1/2" = 9' - 6"3' - 6"3' - 6"36 38 34 33 35HEAD HEIGHT8' - 6"LEVEL 1B 104' - 0" LEVEL 2B 114' - 0" A* 3 A8.06 SPA EQUIPMENT 93' - 0" 1 3' - 8"2' - 8 5/8"TYP 11"TYP6 5/8"3' - 6"7R @ 6.63" = 3' - 7 7/8" 38 36 35 33 34 FLOOR TO FLOOR11' - 0"LEVEL 1B 104' - 0" LEVEL 2B 114' - 0" bo spa 101' - 9" 2 A7.02 4*2* 1* 3* SPA EQUIPMENT 93' - 0"FLOOR TO FLOOR19R @ 6.78" = 11' - 0"7R@ 6.63" = 3' - 7 7/8" 12R @ 6.63" = 6' - 8 3/8" 3' - 9 1/4"TYP6 5/8"TYP 11"HEAD HEIGHT8' - 0"3' - 6"38 35 33 34 LEVEL 1 100' - 0" LEVEL 2A 110' - 0" D HEAD HEIGHT7' - 4 1/4"FLOOR TO FLOOR7R @ 6.85" = 4' - 0"TYP6 7/8"TYP 11"3' - 6"36 34 35 33 38 LEVEL 2A 110' - 0" LEVEL 3A 120' - 0" EF TYP7 1/2"6R @ 7 1/2" = 3' - 9"TYP 10"3' - 6"FLOOR TO FLOOR10' - 0"35 33 34 36 37 38 38 PROJECT NUMBER ISSUE DATE REVISION SHEET TITLE ISSUE SHEET NO. KEY PLAN TOWN STAMP DISCIPLINE STAMP 3/20/2018 3/21/2018 12:26:56 PM C:\Users\lfrazier\Documents\Enzian Model_Export_2018-03-06_lfrazier@359design.co.rvtA8.06 STAIR SECTIONS 16021ENZIANBUILDING PERMIT SET 03/20/2018 1/4" = 1'-0"1 STAIR 3 & 4 SECTION 1 1/4" = 1'-0"6 STAIR 5 SECTION 1 1/4" = 1'-0"4 STAIR 6 SECTION 1 1/4" = 1'-0"3 STAIR 6 SECTION 2 1/4" = 1'-0"5 STAIR 7 SECTION - TYP 1/4" = 1'-0"2 STAIR 3 & 4 SECTION 2 KEYNOTES Key Value Keynote Text 33 GALVANIZED GRIP STRUT TREAD W/ CARRIER PLATES BOLTED TO C12X20.7 C CHANNEL STRINGER, RE: STRUCT.RE: ARCH FOR TREAD SIZING PER STAIR. 34 GALVANIZED WIRE MESH RISER, RE: STRUCT. RE: ARCH FOR RISER SIZING PER STAIR. 35 C12X20.7 STEEL STRINGER, RE: STRUCT. PRIME AND PAINT ALL NEW STAIR STEEL COMPONENTS. 36 VERTICAL TUBE STEEL GUARDRAIL @ 42" A.F.F., RE: DETAIL 1/A8.05 FOR GUARDRAIL SECTION AND ELEVATION.ALL GUARDRAIL COMPONENTS TO BE PRIMED AND PAINTED. 37 1 1/4" DIA. HANDRAIL @ 36" A.F.F., RE: DETAIL 1/A8.05 FOR HANDRAIL SECTION AND ELEVATION. ALL HANDRAIL COMPONENTS TO BE PRIMED AND PAINTED. 38 EXISTING COMPOSITE DECK AND C CHANNEL HEADER, RE: STRUCT. No. Description Date 04/20/18 electrical apparatus as shown on single line diagram and Complete provision, installation and connection of lighting fixtures, exit signs and lamps as specified and as shown on drawings. Complete feeder(s) installation as required for new and/or devices, new control devices, etc. for a complete lighting and including new panelboards, new conduits, new wires, new wiring Complete wiring system for new lighting and power as shown, contract. Electrical work shall include, but not limited to, these major as indicated on drawing and as specified, as necessary to complete the SCOPE: Furnish all materials and labor required to execute this work 2. 3. 4. 6. 5. Provide grounding and bonding Facilities. A. ELECTRICAL SPECIFICATIONS 1. drawings. and power system. a. items: CONDUIT AND WIRE: A. Operating, Maintenance and identification instructions manuals, if Applicable codes: National Electric Code (2017) PERMITS AND FEES: Obtain and pay for all necessary permits, inspec- tions, examinations and fees or charges necessary for execution and and to the requirements of Federal, State or other City agencies Local Electrical Codes, pertinent NFPA publications Conform to the prevailing edition and amendments thereto of the Test of entire system and work. REGULATIONS AND CODES: having jurisdiction. completion of electrical work. A. 7. 8. any. General Requirements H/P HEAT/PHOTOELECTRIC SMOKE DETECTOR ELECTRICAL LEGEND (NOT ALL SYMBOLS REQUIRED FOR THIS PROJECT) RECESSED OR SURFACE DOWNLIGHT WALL MOUNTED LIGHT FIXTURE RECESSED FLUOR. LIGHT FIXTURE SURFACE FLUOR. LIGHT FIXTUREAa Aa FIXTURE DESIGNATIONS: UPPER CASE - FIXTURE TYPE LOWER CASE - SWITCH DESIGNATION SHADING ON FIXTURE INDICATES EMERG. BATTERY BACKUP FLUORESCENT STRIP FIXTURE TRACK LIGHT AS NOTED OR SCHEDULED WALL WASHER POLE-MOUNTED FIXTURE POST (BOLLARD) FIXTURE CEILING OR WALL MOUNTED EXIT LIGHT EMERGENCY BATTERY LIGHTS DUPLEX RECEPTACLE @ 18" UNLESS NOTED DOUBLE DUPLEX RECEPTACLE @ 18" UNLESS NOTED SPECIAL OUTLET AS NOTED FLUSH FLOOR DUPLEX RECEPTACLE DUPLEX RECEPTACLE HALF-SWITCHED @ 18" UNLESS NOTED TELE-POWER POLE JUNCTION BOX IN FLOOR, CEILING OR IN WALL MULTI-OUTLET PLUG STRIP J J J COMPUTER/TELEPHONE OUTLET IN FLOOR OR WALL CONDUIT RUN CONCEALED IN WALL OR ABOVE CEILING TELEPHONE BACKBOARD CIRCUIT HOMERUN CONDUIT RUN BELOW FLOOR OR GRADE CONDUIT STUB-UP - CAP & MARK LIGHT SWITCH AT 46" UNLESS NOTED SUBSCRIPTS: 2 = 2-POLE SWITCH 3 = 3-WAY SWITCH 4 = 4-WAY SWITCH K = KEY-OPERATED SWITCH TO = THERMAL OVERLOAD SWITCH P = SWITCH WITH PILOT LIGHT DIMMER SWITCH W/ WATTAGE MAGNETIC MOTOR STARTER DISCONNECT SWITCH PANELBOARD OR LOAD CENTER, FLUSH OR SURFACE MOUNTED SWITCHBOARD, MOTOR CONTROL CENTER OR DISTRIBUTION BOARD TRANSFORMER GROUND PUSHBUTTON CONTROL STATION PHOTOELECTRIC CELL TIME SWITCH THERMOSTAT AT 60" UNLESS NOTED DIVISION 15 EQUIPMENT CIRCUIT BREAKER MOTOR OUTLET AUTOMATIC TRANSFER SWITCH FOOD SERVICE EQUIPMENT D T PC TS T M ATS ABBREVIATIONS - ABOVE COUNTERAC AFF - ABOVE FINISHED FLOOR - ABOVE FINISHED GRADEAFG - ALUMINUMAL - EMERGENCY EM - GROUNDGND - GROUND FAULT INTERRUPTER GFI NIC - NOT IN CONTRACT NL - NIGHT LIGHT NTS - NOT TO SCALE UG - UNDERGROUND WP - WEATHER PROOF XFMR - TRANSFORMER +18" - MOUNTING HEIGHT TO CENTERLINE OF DEVICE AFF OR AFG FIRE ALARM SYSTEM FIRE ALARM CONTROL PANEL ANN FIRE ALARM ANNUNCIATOR PANEL FIRE ALARM PULL STATION ALARM HORN OR SPEAKER COMBINATION HORN/STROBE OR SPEAKER/STROBE THERMAL HEAT DETECTOR H SMOKE/IONIZATION DETECTOR I PHOTOELECTRIC SMOKE DETECTOR P DUCT DETECTOR S R SPRINKLER SYSTEM FLOW SWITCH SPRINKLER SYSTEM TAMPER SWITCH STROBE SMOKE/FIRE DAMPER CONNECTION REMOTE INDICATOR LIGHT F D COMMUNICATION SYSTEM SPEAKER IN CEILING OR WALL VOLUME CONTROL AT 60" UNLESS NOTED MICROPHONE OUTLET IN FLOOR BOX OR WALLM M CALL-IN SWITCHC PROGRAM BELL INTERCOM CLOCK V I S S B A AMPLIFIER TELEVISION OUTLET CONTACT DOOR SWITCH IN JAMB OR HINGE SECURITY SYSTEM DC INTRUSION MOTION DETECTOR AS SPECIFIED, CORRIDOR/ROOMP C OR R KEY-OPERATED ACCESS SWITCHK SURVEILLANCE CAMERA DISTRIBUTION EQUIPMENT SYMBOLS DISCONNECT SWITCH FUSES CIRCUIT BREAKER CURRENT TRANSFORMER TRANSFORMER METER M CU - COPPER STEP LIGHT FACP M = MOTION-OPERATED SWITCH POP-UP RECEPTACLE - ELECTRICAL CONTRACTOREC - AUTHORITY HAVING JURISDICTIONAHJ - MECHANICAL CONTRACTORMC - PLUMBING CONTRACTORPC UTP - UNSHIELDED TWISTED PAIR - GENERAL CONTRACTORGC - REFERENCE REF CONDUCTOR SIZES AND TYPES: For sizes #1/0 AWG and larger, use copper THW or aluminum XHHW. For sizes #1 AWG and smaller, use only copper wire with 600V insulation, types TW, THHN, or THW - stranded in sizes #8 and larger, solid in sizes #10 and smaller. Control wiring shall be #14, stranded. Provide a minimum #8 wire per EC drawings. UNO - UNLESS NOTED OTHERWISE T HOUSE PANEL ELECTRICAL ONE-LINE DIAGRAM M UTILITY TRANSFORMER PAD MOUNTED MAIN DISTRIBUTION CENTER "MDC" 1000A, 120/208V, 3P, 4W NEMA 3R 42kAlC NO SCALE NOTE: PROVIDE SHORT CIRCUIT BRACING TO MEET FAULT CURRENT LEVELS NOTED ON ONE-LINE AS "X AFC", WHERE X IS IN AMPS. SERIES RATED CIRCUIT BREAKER COMBINATIONS ACCEPTABLE; SUBMIT MANUFACTURER'S SERIES RATINGS WITH SHOP DRAWING REVIEW. 3[(4 #400 MCM CU) 3"C] 200/2 HT PANEL 125/2 SPA PANEL (4 #3/0 CU, 1 #4CUG) 2"C (3#4 CU, 1 #8 CU G) 1"C 1000/3 TO UNIT METERBANKX 20,500 AIC X15,171 AIC X9,061 AIC X9,061 AIC NEW WORK IS CLOUDED 80/2 PARTIAL SPA NOTES 1. COORDINATE GROUNDING WITH POOL/SPA CONTRACTOR TO ENSURE ALL METAL PARTS WITHIN 5'-0" HORIZONTALLY OF POOL/SPA INSIDE WALLS ARE GROUNDED AND APPROPRIATE BONDING LOCATIONS ARE ESTABLISHED. ALL ELECTRICAL EQUIPMENT ASSOCIATED WITH THE POOL/SPA INCLUDING PANELBOARDS, CONDUIT, JUNCTION BOXES, MOTORS, ETC. SHALL BE GROUNDED PER NEC 680.6. 2. UNDERGROUND WIRING SHALL NOT BE PERMITTED UNDER THE POOL/SPA OR THE AREA EXTENDING 5'-0" HORIZONTALLY FROM THE INSIDE WALLS OF THE POOL/SPA UNLESS NECESSARY TO SUPPLY ASSOCIATED EQUIPMENT IN THIS AREA PERMITTED BY CODE. REF NEC 680.10. 3. ALL OUTLETS SUPPLYING POOL/SPA EQUIPMENT SHALL BE GFI PROTECTED. REF NEC 680.21(C). 4. CIRCULATION/SANITATION MOTOR RECEPTACLES SHALL BE LOCATED A MINIMUM OF 10'-0" FROM THE INSIDE WALLS OF THE POOL/SPA. ALL OTHER RECEPTACLES SHALL BE A MINIMUM OF 6'-0" FROM THE INSIDE WALLS OF THE POOL/SPA, MEASURED BY CORD LENGTH. ALL 120V RECEPTACLES BEYOND 6'-0" AND WITHIN 20'-0" OF THE POOL/SPA SHALL HAVE GFI PROTECTION. DISTANCES MEASURED BY CORD LENGTH. REF NEC 680.22(A). 5. NO LIGHTS SHALL BE ALLOWED UNDER 5'-0" AFG WITHIN 5'-0" HORIZONTALLY FROM THE INSIDE WALLS OF THE POOL/SPA. LIGHTS UNDER 5'-0" AFG BEYOND 5'-0" AND WITHIN 10'-0" HORIZONTALLY SHALL HAVE GFI PROTECTION. REF NEC 680.22(B). 6. REFERENCE NEC 680.26 FOR DETAILED BONDING REQUIREMENTS. PROVIDE #8 GROUNDING CONDUCTORS TO BOND THE FOLLOWING, BUT NOT LIMITED TO THE FOLLOWING: 6.1. CONDUCTIVE POOL SHELLS 6.2. POOL/SPA PERIMETER SURFACE WITHIN 3'-0" HORIZONTALLY FROM INSIDE WALLS OF POOL/SPAS 6.3. ALL METALLIC COMPONENTS OF THE POOL/SPA STRUCTURE 6.4. WET NICHE LIGHT FIXTURE SHELL/MOUNTING BRACKETS 6.5. ASSOCIATED METAL FITTINGS ATTACHED TO THE POOL/SPA STRUCTURE 6.6. ALL METAL PARTS OF POOL/SPA EQUIPMENT AND ELECTRICAL EQUIPMENT 6.7. ALL FIXED METAL PARTS SUCH AS METAL SHEATHED CABLES/RACEWAYS, METAL PIPING/AWNINGS/FENCES/WINOW AND DOOR FRAMES, ETC. 6.8. POOL WATER WITH A MINIMUM CONDUCTIVE SURFACE AREA OF 9 SQ. IN. 7. FOR ALL SPA INSTALLATIONS OTHER THAN SINGLE-FAMILY DWELLINGS, A CLEARLY LABELED EMERGENCY SHUTOFF SWITCH SHALL BE PROVIDED WITHIN SIGHT OF AND ADJACENT TO THE SPA, A MINIMUM OF 5'-0" AWAY FROM THE SPA, TO SHUT OFF ALL CIRCULATION AND JET PUMPS. REF NEC 680.41. of www.aec-vail.coma40801 US Hwy 6 & 24, Ste 214, Avon, Colorado, 81620Mechanical, Electrical & Lighting Design ServicesArchitectural Engineering ConsultantsTelephone: 970-748-8520 Fax: 970-748-8521ceDrawn By: Checked By: DATE: ISSUE: 3/14/18 PERMIT AEC PROJECT #:ENZIAN CONDOSPA ADDITION VAIL, CO18010An Office with LEED™ Accredited Professionals51* #'% '.'%64+%#. 10'Ä.+0' &+#)4#/ .')'0& ' 04/20/18 UP UP UP UP SPA ADA CLEAR CLEARANCE A C 4 2 1 B 3 5 SECURITY SCREEN SECURITY GATE D C.1 A C 4 2 1 B 3 5 SPA EQUIPMENT 100 LINE OF SPA DECK ABOVE SPA STORAGE 101 O.H. D 2.1 1.1 C.1 AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA AA LED WET LOCATION UNDER BENCH FIXTURE TYPE BB M F F F PANEL SPA COORDINATE WITH SPA EQUIPMENT. CONFIRM NO PIPING DIRECTLY ABOVE PANEL. CONFIRM ALL CODE CLEARANCES ARE MET. IF REQUIRED LOCATE PANEL AT SPA STORAGE. M TO CHEM FEEDER 1 AMP 120V 20A1P M CIRC PUMP 12A, 208V 1P 20A2P M JET PUMP 11A, 208V 1P 20A2P M JET PUMP 11A, 208V 1P 20A2P M PURIFICATION SYSTEM 1A, 208V 1P 20A2P AUTOFILL 1 AMP 120V 20A1P J LIGHTS 23 W 120V 20A1P J POOL CONTROL 3 AMP 120V 20A1P J M UNIT HEATER 2KW, 208V 1P 20A2P EC TO PROVIDE ~13' HEAT TRACE 1.3 AMP 120V 20A1P J TO LIGHT BELOW UP TO LIGHTS ABOVE WP GFI SPA-13 SPA-1 SPA-5 SPA-7 SPA-11 SPA-2 VIA PHOTOCELL & TIMECLOCK DIMMERS, PHOTOCELL & TIMECLOCK WP GFI REVIEW AND CONFIRM ALL EQUIPMENT WITH SPA CONTRACTOR PRIOR TO ROUGHIN SPA-6,8 SPA-2,4 SPA-10,12 SPA-14,16 SPA-18,20 AT SPA EQUIPMENT ROOM SPA-4 VIA D D PROVIDE DIMMING FOR SPA AREA STEP LIGHTS AND LED STRIP MAIN LEVEL ELECTRICAL PLAN 1/4" =1'0" NORTH UPPER LEVEL ELECTRICAL PLAN 1/4" =1'0" NORTH M TO EXHAUST FAN 21 WATT 120V 20A1P ARCHITECT TO DETAIL AND PROVIDE FINAL LIGHT FIXTURE SELECTION 51* #'% '.'%64+%#. 2.#05 2#0'. 5%*'&7.'5 ' of www.aec-vail.coma40801 US Hwy 6 & 24, Ste 214, Avon, Colorado, 81620Mechanical, Electrical & Lighting Design ServicesArchitectural Engineering ConsultantsTelephone: 970-748-8520 Fax: 970-748-8521ceDrawn By: Checked By: DATE: ISSUE: 10/02/14 PERMIT AEC PROJECT #:ENZIAN CONDOSSPA ADDITION VAIL, CO18010An Office with LEED™ Accredited Professionals04/20/18 © MARTIN/MARTIN 2015 Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents.The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party.AERIAL PHOTO VICINITY MAP CONSULTANT OWNER'S REPRESENTATIVE DRAWING INDEX ENZIAN CONDOMINIUMS REPAIRS 707 WEST LIONSHEAD CIRCLE VAIL, COLORADO MARTIN/MARTIN PROJECT NO. MS16.0750.S.02 PERMIT SET: 3/16/2018 CONTACT: SEAN MOLLOY DESTINATION RESORTS 610 W LIONSHEAD CIR CONTACT: STEVE GERHARDT SGERHARDT@DESTINATIONHOTELS.COM (970) 476-1350 SMOLLOY@MARTINMARTIN.COM (720) 544-8916 WORK AREA WORK AREA SHEET INDEX Sheet Number Sheet Name S0.1 GENERAL NOTES & WORK LIST S0.2 GENERAL NOTES S1.0 FIRST FLOOR PLAN S1.1 SECOND FLOOR PLAN S1.2 THIRD FLOOR PLAN S1.3 NEW CONSTRUCTION S1.4 SPA DECK & TRASH ENCLOSURE PLANS S3.0 REPAIR DETAILS S3.1 REPAIR DETAILS S4.0 DETAILS S4.1 DETAILS S6.0 PARTIAL STAIR REPLACEMENT PLANS S6.1 STAIR REPLACEMENT DETAILS SP1 QUALITY ASSURANCE SP2 QUALITY ASSURANCE SP3 JOINT SEALANT SPECIFICATION SP4 TRAFFIC COATING SPECIFICATION SP5 EPOXY SPEC & CONC REPAIR NOTES S FRON T A G E RD I-70 W LIONSHEAD CIRS FRONTA G E RDI-70 W LI ONSH E A D C IR 03/20/2018 04/20/18 ENZIAN - VAIL 707 W LIONSHEAD CIR VAIL, COLORADO 81657 PROJECT SITE 1"=400' PROJECT LOCATION BUILDING PERMIT SET DRAWING ABBREVIATIONS GENERAL NOTES ROOM NAME XXXXX X X 1 A0.X X X A3 A3 ROOM NAME/NUMBER EXISTING COLUMN CENTERLINE COLUMN CENTERLINE ACCESSORY DEMOLITION NUMBERED NOTES BUILDING WALL SECTION ELEVATION SECTION DETAIL PLAN, BLOW-UP DETAIL PARTITION TYPE WITH NO SOUND ATTENUATION PARTITION TYPE WITH SOUND ATTENUATION SYMBOLS BUILDING EXPANSION JOINT GYP BD CEILING SUPPLY AIR RETURN AIR ACCESS PANEL FLUORESCENT LIGHT WALL MOUNTED FLUORESCENT FIXTURE EXIT SIGNS - HATCH INDICATES EXIT TEXT AND ARROW INDICATES DIRECTIONSMOKE DETECTOR WALL WASHER PENDANT TYPE LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE DOWNLIGHT STRIP LIGHT SPEAKER S D 01 +9'-0" CEILING HEIGHT S EXHAUST AIR A0.X X 01 SUSPENDED LIGHT SUSPENDED FLUORESCENT LIGHT CHANDELIER PROJECTOR A0.X X 01 A0.X X AB ANCHOR BOLT ACT ACOUSTICAL TILE CEILING AFF ABOVE FINISH FLOOR ALUM ALUMINUM AP ACCESS PANEL APPROX APPROXIMATE ARCH ARCHITECTURE ASSOC ASSOCIATED BD BOARD BLDG BUILDING BLK BLOCK BO BOTTOM OF BOT BOTTOM BRG BEARING BSMT BASEMENT CJ CONTROL JOINT CL CENTERLINE CLG CEILING CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONT CONTINUOUS COVR COVER CPT CARPET CT CERAMIC TILE CTR CENTER DEC DETENTION EQUIPMENT CONTRACTOR DET DETENTION DEMO DEMOLITION DIA DIAMETER DIM DIMENSION DF DRINKING FOUNTAIN DGB DETENTION GRAB BAR DR DOOR DWG DRAWING EA EACH EJ EXPANSION JOINT ELEC ELECTRICAL ELEV ELEVATOR EQ EQUAL EQUIP EQUIPMENT ER EPOXY RESIN EXT EXTERIOR FD FLOOR DRAIN FDN FOUNDATION FE FIRE EXTINGUISHER FF EL FINISH FLOOR ELEVATION FIN FINISH FRT FIRE RESISTANT TREATED FLR FLOOR FS FOOD SERVICE FT FOOT FTG FOOTING FUT FUTURE GA GUAGE GC GENERAL CONTRACTOR GL GLASS GR GRADE GYP BD GYPSUM BOARD HC HOLLOW CORE HT HEIGHT HM HOLLOW METAL HORIZ HORIZONTAL INT INTERIOR INSUL INSULTATION JAN JANITOR JST JOIST LAV LAVATORY MAX MAXIMUM MECH MECHANICAL 1. DO NOT SCALE DRAWINGS. LARGE SCALE DETAILS SHALL GOVERN OVER SMALL SCALE DETAILS. SPECIFICATIONS GOVERN ALL. 2. CONTRACTOR TO ISSUE COMPLETE SET OF CONTRACT DOCUMENTS TO EACH SUBCONTRACTOR FOR COORDINATION OF WORK AND DESCRIPTION OF SCOPE 3. THERE SHALL BE NO SUBSTITUTION OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED. WHERE THE TERM "OR EQUAL" IS USED THE ARCHITECT ALONE SHALL DETERMINE EQUALITY BASED ON INFORMATION SUBMITTED BY THE CONTRACTOR. 4. REFER TO STRUCTURAL DRAWINGS FOR ALL REINFORCING. 5. ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND NON-STRUCTURAL SYSTEMS, COMPONENTS AND ELEMENTS PERMANENTLY ATTACHED TO STRUCTURES, INCLUDING SUPPORTING STRUCTURES AND ATTACHMENTS AND NON-BUILDING STRUCTURES THAT ARE SUPPORTED BY OTHER STRUCTURES, SHALL MEET THE REQUIREMENTS PER 2009 IBC CHAPTER 16 AND ASCE 7-02 SECTION 9.6 COORDINATE DESIGN WITH ARCHITECT AND ENGINEER OF RECORD. 6. STUCCO ASSEMBLY REQUIRES (2) AIR-INFILTRATION LAYERS AS A BOND BREAK BETWEEN THE WALL ASSEMBLY AND THE STUCCO APPLICATION. MEM MEMBRANE MFR MANUFACTURER MIN MINIMUM MR MOISTURE RESISTANT MTL METAL NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NTS NOT TO SCALE OA OVERALL OAM OVERALL MASONRY OC ON CENTER OH OVERHEAD ORD OVERFLOW ROOF DRAIN OS OVERFLOW SCUPPER OPG OPENING OPOI OWNER PROVIDED OWNER INSTALLED OPCI OWNER PROVIDED CONTRACTOR INSTALLED PC PRECAST PF PREFINISHED PJ PANEL JOINT PL PLATE PLAM PLASTIC LAMINATE PLMG PLUMBING PNL PANEL PT PRESSURE TREATED PTD PAPER TOWEL DISPENSER REINF REINFORCED REQ REQUIRED REV REVISED RD ROOF DRAIN RM ROOM RO ROUGH OPENING SAP SECURE PANEL ACCESS SC SEALED CONCRETE SCHED SCHEDULED SEC SECURITY SECT SECTION SHT SHEET SHWR SHOWER SK SINK SPEC SPECIFICATIONS SS STAINLESS STEEL STL STEEL STIFF STIFFENER STRUCT STRUCTURAL T&G TONGUE AND GROOVE TO TOP OF TOF TOP OF FOOTING TPH TOILET PAPER HOLDER TS TUBE STEEL TYP TYPICAL UNO UNLESS NOTED OTHERWISE VAR VARIES VB VAPOR BARRIER VCT VINYL COMPOSITE TILE VERT VERTICAL VIF VERIFY IN FIELD VT VINYL TILE VTR VENT THROUGH ROOF VWC VINYL WALL COVERING W WITH WC WATER CLOSET WD WOOD WDW WINDOW WP WATERPROOF WT WALL TYPE WWF WELDED WIRE FABRIC PROJECT TEAM STRUCTURAL MARTIN/MARTIN, INC. 0101 FAWCETT RD UNIT 260 PO BOX 8896 AVON, CO 81620 CONTACT: SEAN MOLLOY, PE PHONE: (970) 926-6007 ARCHITECTURE/INTERIORS 359 DESIGN, LLC 3630 OSAGE ST DENVER, CO 80211 CONTACT: WILLIAM HENTSCHEL WHENTSCHEL@359ARCH.COM PHONE: (303) 884-9131 CONCRETE/ PRECAST CONCRETE SOIL SAND, EIFS FINISH COAT BRICK CMU STONE XPS RIGID INSULATION FIBERGLASS BATT INSULATION GYPSUM BOARD OR FIBERGLASS- REINFORCED GYPSUM BOARD PLYWOOD COVER BOARD MATERIALS CEILING SYMBOLS FOIL-FACED POLYISO RIGID INSULATION ccSPF - CLOSED CELL SPRAY POLYISO FOAM INSULATION INDEX OF DRAWINGS GENERAL CONTRACTOR R.A. NELSON 51 EAGLE ROAD #2 P.O. DRAWER 5400 AVON, CO 81620 CONTACT: JOHN HOLLORAN MCUTHBERTSON@RANELSON.COM PHONE: (970) 949-5151 MEP RADER INC 40690 HIGHWAY 6, SUITE E1 PO BOX 8610 AVON, CO 81620 PHONE: (970) 845-7522 ELECTRICAL AEC 40801 US HWY 6 & 24, STE 214 AVON, CO 81620 CONTACT: STAN HUMPHRIES PHONE: (970) 748-8520 OWNER DESTINATION RESORTS VAIL 610 W LIONSHEAD CIR VAIL, CO 81657 CONTACT: STEVE GERHARDT SGERHARDT@DESTINATIONHOTELS.COM PHONE: (970) 476-1350 PROJECT NUMBER ISSUE DATE REVISION SHEET TITLE ISSUE SHEET NO. KEY PLAN TOWN STAMP DISCIPLINE STAMP 3/20/2018 3/21/2018 12:26:58 PM C:\Users\lfrazier\Documents\Enzian Model_Export_2018-03-06_lfrazier@359design.co.rvtG0.00 COVER 16021ENZIANBUILDING PERMIT SET 03/20/2018 INDEX OF DRAWINGS SHEET NUMBER SHEET NAME G0.00 COVER G0.01 SPECIFICATIONS A1.01 SITE PLAN A2.01 LEVEL 1 A2.02 LEVEL 2 A5.01 ELEVATIONS A5.02 ELEVATIONS A6.01 SPA PLANS A7.01 SPA ELEVATIONS A7.02 SPA SECTIONS A8.01 SPA SECTION DETAILS A8.02 SPA SECTION DETAILS A8.03 EXTERIOR DETAILS A8.04 STAIR PLANS A8.05 STAIR DETAILS A8.06 STAIR SECTIONS S0.0 COVER S0.1 GENERAL NOTES & WORK LIST S0.2 GENERAL NOTES S1.0 FIRST FLOOR PLAN S1.1 SECOND FLOOR PLAN S1.2 THIRD FLOOR PLAN S1.3 NEW CONSTRUCTION S1.4 SPA DECK & TRASH ENCLOSURE PLANS S3.0 REPAIR DETAILS S3.1 REPAIR DETAILS S4.0 DETAILS S4.1 DETAILS S6.0 PARTIAL STAIR REPLACEMENT PLANS S6.1 STAIR REPLACEMENT DETAILS SP1 QUALITY ASSURANCE SP2 QUALITY ASSURANCE SP3 JOINT SEALANT SPECIFICATION SP4 TRAFFIC COATING SPECIFICATION SP5 EPOXY SPEC & CONC REPAIR NOTES M0.0 MECHANICAL COVER SHEET M1.0 MECHANICAL SCHEDULES & SPECIFICATIONS M2.0 MECHANICAL PLAN E1.0 ELECTRICAL ONE-LINE DIAGRAM & LEGEND E1.1 ELECTRICAL PLANS & PANEL SCHEDULES 1.Railings: · Replace side-mounted guardrail posts per structural drawings work list, RE: Structural sheets S1.0, S1.1, and S1.2 key note 2 for extents. · Replace top-mounted guardrail posts per structural drawings work list, RE: Structural sheets S1.0, S1.1, and S1.2 key note 3 for extents. · Install weep-hole at base of all existing to remain guardrail posts per structural drawings work list, RE: Structural sheets S1.0, S1.1, and S1.2 key note 3 for extents. · Remove and replace wood railing balusters where structural integrity is compromised. Prime and stain per specifications, RE: Architectural sheet G0.01. · Existing wood railing to remain. Railing to be cleaned and prepared for new stain per specifications, RE: Architectural sheet G0.01. · Replace all existing railing top rails and stain to match existing railing per specifications, RE: Architectural sheet G0.01. ·Remove corrosion from all existing to remain metal railing parts. Prime and paint per specifications, RE: Architectural sheet G0.01. 2. Decks: · Remove and replace existing concrete over steel deck per structural drawings work list, RE: Structural sheets S1.0 key note 1 for extents. · Install new weatherproofing and traffic coating per structural drawings work list, RE: Structural sheets S1.1 and S1.2 key note 4 for extents. · Repair existing traffic coating per structural drawings work list, RE: Structural sheets S1.0, S1.1, and S1.2 key note 5 for extents. · Remove and replace steel edge beam per structural drawings work list, RE: Structural sheets S1.0, S.1.1 and S1.2 key note 8 for extent. · Clean corrosion from existing beam/metal deck parts, prime, and re paint per structural drawings work list, RE: Structural sheets S1.0, S1.1 and S1.2 key note 9 for extents. 3. Stairs: · Remove and replace steel stringers per strucutral drawings work list, RE: Structural sheet S3.0 detail #4, key note 6 for extents. · Remove and replace precast treads per structural drawings work list, RE: Structural sheets S1.0, S3.0, S6.0 for extents. · Install new traffic coating at locations per strucutral drawings work list, RE: Strucutural sheet S1.0, note 4 for extents. · Replace steel stringer stairs as required per structural and specifications Architectural sheet G0.01, A8.04, A8.05 and A8.06. 4. Exterior Paint: · Existing paint to be cleaned, primed and painted with new paint per specifications Architectural sheet G0.01. RE: Architectural elevations sheets A5.01 and A5.02 for locations and colors. 5. Exterior Doors, Windows and Trim: · Clean, prime and paint all exterior doors, windows and trim per specifications, RE: Architectural sheets G0.01 and A2.01 and A2.02 for extents. 6. Chimney Caps: · Install new matte black powder coated steel chimney caps with copper cap and wrap at (2) locations, RE: Architectural elevation sheets A5.01 and A5.02 for locations and A8.02 for details. 7. Trash Enclosure: · Install new steel and cedar trash enclosure with steel framed doors, RE: Architectural sheet A2.01 for location and A8.03 for details. All steel components to be primed and painted. 8. Hot Tub Deck: . New 8" CMU with stone veneer walls on 10" conc. foundation wall with 24"x10" footing at 4'-0" to bottom of footing. Stone to match existing building stone. · New stained 5/4"x6" cedar slat screen wall over 2"x3" tube steel framing attached to wood and steel beam framing. . New stained 2"x6" cedar decking over wood and steel framing with new stained 5/4"x6" slats horizontal and vertical at 2x framed benches and raised spa deck surround. . RE: Architectural sheets A2.01, A6.01, A7.01, A7.02, and A8.01 for spa deck plans and details. RE: Specifications for materials and finishing · Install new spa per specifications Architectural sheet G0.01. SCOPE OF WORK No. Description Date 04/20/18 PROJECT NUMBER ISSUE DATE REVISION SHEET TITLE ISSUE SHEET NO. KEY PLAN TOWN STAMP DISCIPLINE STAMP 3/20/2018 3/21/2018 12:26:58 PM C:\Users\lfrazier\Documents\Enzian Model_Export_2018-03-06_lfrazier@359design.co.rvtG0.01 SPECIFICATIONS 16021ENZIANBUILDING PERMIT SET 03/20/2018 Enzian Pricing Set - 050517 Narrative Specifications Wood / Cedar ·Trash enclosure o Cedar – WRCLA Western Red Cedar – 5/4" x 6", Architects Clear, Smooth Face, use stainless fasteners, 304 grade, onto a 2x4 tube steel frame per detailing. ·Side-mount guardrail Replacement o Cedar – WRCLA Western Red Cedar – 2" x 4" Architects Clear, Smooth Face, use stainless fasteners, 304 grade, onto a 2x4 tube steel frame per detailing. ·Railing Top Cap oReplace with dimensional 2x6 redwood cap. Stain per specified. ·Trim Replacement – Exterior grade trim material to match existing profile. ·New Stair Treads (if Replacement is required)– Douglas fir, 2-1/4” x 11” x 3’6”, use stainless steel fasteners, 304 grade. ·Hot Tub Decking and Benches o Cedar – WRCLA Western Red Cedar – 5/4 x 6, WRCLA Custom Clear, use stainless fasteners, 304 grade, with a blind fastening system to joists. ·Hot Tub Screen o Cedar – WRCLA Western Red Cedar – 5/4 x 6, WRCLA Custom Clear, use stainless fasteners, 304 grade, countersink, where pedestrian traffic is adjacent, space ½”. On east and south elevations, space 1.5”. ·Guardrail baluster replacement o Cedar – WRCLA Western Red Cedar - dimensional 2x4 or 1x8 to match existing profiles. Attach with stainless fasteners, 304 grade, to match existing. Metal oRepair of Existing Stairs – Steel & Concrete Per Structural ·Top-mount and side-mount guardrail post railing replacement. oRemove existing guardrail steel post (if replacement is required) and replace with size and thickness to match existing. Prime and paint per specified. Paint ·Stucco o Power wash Surfaces, prime any stripped paint with Kilz Premium - 2 Coats Elastomeric Paint, See Elevation for Colors to Match ·Stain o Hot Tub and Trash enclosure Cedar – See Elevations for Color Sikkens Semi-Transparent Cetol, 2 Coats ·Paint/Solid Stain o Railings - New Material – Prime with Kilz Premium, 2 Coats of Pro-Luxe-Rubbol solid stain, see elevations for color. o Railings - Existing Material – Scrape Peeling Paint, Prime with Kilz Premium, 2 Coats of 2 Coats of Pro-Luxe-Rubbol o Railing top caps - New Material – 2 Coats of Pro-Luxe-Rubbol solid stain, see elevations for color. ·Paint/Doors o Caulk existing trim onlays (rear doors only). Prime with Kilz Premium, 2 Coats Sherman Williams Super Paint Exterior Acrylic Latex. See Elevations for Color ·Window Trim o See Elevations for Color. Scrape loose paint. Prime with Kilz Premium, 2 Coats Sherman Williams Super Paint Exterior Acrylic Latex. ·Building Trim o See Elevations for Color. Scrape loose paint. Prime with Kilz Premium, 2 Coats Sherman Williams Super Paint Exterior Acrylic Latex. ·Paint/Steel oRemove all existing corrosion. Prime with 2 coats Primer, Paint with 2 coats Sherman Williams High Gloss All Surface Enamel Latex Paint ·Traffic Coating o Provide durable traffic coating over new hot tub deck. Traffic coating to include traction and waterproof properties. Specialty ·Hot Tub o Stone to match existing. See attached specification in Drawing set from Mountain Comfort Spa for Stainless Steel Hot Tub. Provide Structure and stand frame for hot tub. Mechanical equipment for Tub to be stored underneath tub deck Access. Hot Tub to be Gas supplied with electric power. As an alternate (please provide analysis of infrastructure). Provide 220 electric as power source. Provide electric for lighting to hot tub deck. No. Description Date 04/20/18 3/16/18 04/20/18 Mechanical Specifications General 1. Immediately notify the Engineer of any discrepancies. 2. It shall be assumed that all subcontractors are experienced and thoroughly knowledgeable in their respective areas of the construction industry and shall perform in a responsible manner in an appropriate construction sequence. 3. Do not scale drawings. Verify dimensions in field prior to commencement of work. 4. It is the intent of these drawings and specifications to establish a standard of quality. The Engineer reserves the right to take exceptions to approve methods and materials not reflected herein. 5. Failure to order, or release order, for materials and/or equipment will not be accepted as a reason to substitute alternate materials, equipment, or installation methods. 6. Work shall be performed in a workmanlike manner to the satisfaction of the Architect & the Engineer. 7. Labor, materials, and equipment shall conform to the latest applicable editions of local, State of Colorado, and National Codes and ordinances. If conflict between those publications exists, the most stringent requirement shall apply. 8. Provide record drawings to architect. Drawings shall include all addendum items, change orders, alterations, re-routings, etc. 9. The drawings show the intent of the mechanical systems but do not show all details required. It is the responsibility of the Contractors to install complete & operable systems, which conform to the manufacturers' installations instructions & industry standards. 10. Systems shall be tested for proper operation. If tests show work is defective, Contractor shall make corrections necessary at no cost to Owner. 11. It is the Contractors' and manufacturers' responsibility to assure themselves that the code authorities will approve any product to be installed on the project. 12. Provide necessary trenching, backfill, excavation, supports, piping, insulation, saw cutting and patching, FRQFUHWHSDYLQJ HWF DV UHTXLUHG %DFNILOO WUHQFKHV LQ ´ OD\HUV DQG WR FRPSDFWLRQ DQG SDWFK WR match existing grade. 13. Systems shall be professionally labeled. Piping shall be labeled with color coded commercial grade labels indicating piping service and flow direction. Equipment, fans, pumps, valves, switches and controls shall be labeled with engraved plastic or metal tags and an equipment/valve schedule shall be provided and mounted on the mechanical room wall. Equipment labels shall follow the same nomenclature as the mechanical drawings. 14. 3URYLGH ´ KLJK OHYHO FRQFUHWH HTXLSPHQW SDGV EHQHDWK JDV ILUHG IORRU PRXQWHG PHFKDQLFDO HTXLSPHQW LQ mechanical room. 15. See architectural reflected ceiling plan for all ceiling penetrations. 16. Coordinate architectural, structural, electrical, landscaping, fire protection, and interior design drawings with mechanical drawings prior to installation. 17. Offset piping, ductwork, etc. as necessary to accommodate structure, beams, columns, and existing equipment. 18. Verify exact locations of existing and new underground utilities, piping, and raceway systems prior to trenching. Contractor shall obtain and verify exact utility company drawings and requirements. Electrical 19. Contractor must carefully verify electrical service voltage and phase available before ordering any equipment. 20. The following are to be furnished by MC and wired by EC: equipment motors, magnetic starters, line voltage thermostats, factory disconnect switches (if specified as part of factory wired equipment) resistance heaters, fire and smoke detectors. 21. The following are to be furnished and wired by EC: disconnect switches, thermal overload switches, manual operating switches and contactors. 22. The following are to be furnished and wired by MC: low voltage thermostats, control transformers, control relays, control panels, motorized valves, motorized dampers, pilot lights, multi-speed switches and interlocks. Insulation 23. Piping Insulation Schedule: Service Thickness (in.) Domestic Cold Water 0.5 Storm Drain 1.0 Piping insulation shall be U.L. approved, white, all service, glass fiber, snap-on, pipe insulation. Insulate fittings with glass fiber blanket insulation and premolded PVC covers. Provide submittal. Buried Piping - Closed cell foam insulation, AP Armacell Armaflex or approved equal. Provide VXEPLWWDO 6XUURXQG ZLWK ´ RI FOHDQ VDQG Piping 24. Domestic Cold piping inside building - Buried lines type 'K' copper water tube, wrought copper fittings and 1100F solder. Non-buried lines, type 'L' copper water tube, wrought copper fittings and no lead solder. 25. Waste lines and vent lines may be Schedule 40 ABS-DWV plastic pipe and fittings (ASTM D2661) or Schedule 40 PVC-DWV plastic pipe and fittings (ASTM D2665). All pipe and fittings shall bear NFS-DWV mark and shall be joined with solvent weld joints as recommended by the manufacturer. 26. Gas Piping - Schedule 40 black steel pipe, 150 lb. malleable iron screwed fittings on above ground pipe, welded fittings with all piping coated and wrapped on buried pipe. Welded gas piping shall be pressure tested at a minimum of 60 psi per Town of Vail amendment to the 2009 IFGC, section 406.4.1. CSST pipe is prohibited. 27. Gas Valves - Lubricated plug valve 175 lb. W.O.G. iron screwed or flanged. 28. Gas Pressure Regulator (GPR) Valves - Install GPR's where specified and/or shown on plans. Include shut-off valve upstream of valve and capped tees upstream and downstream of valve for pressure testing. For modulating condensing boilers, install a minimum of 10' of gas piping downstream of regulator to serve as a buffer during start-up. Refer to boiler manufacturer installation instructions for additional requirements. Install vent limiting device or vent pipe to the outside, as required. 29. Copper pipe Valves and Specialties: Gate Valves: Bronze, Class 125, 200 lb. W.O.G. Ball Valves: Bronze, Class 125, 200 lb. W.O.G. Check Valves: Bronze, Class 125, 200 lb. W.O.G. Balancing Valves: 125 psig w.p. for 250F service tight shut-off, Illinois dual-purpose, balancing/shut-off valve, Hoffman, Sarco, or equivalent. 30. Support pipe with rod and clevis or clamps. No pipe tape allowed. 31. The piping material shall be cast iron at all pipe penetrations of fire-rated assemblies above the crawlspace. 32. Dielectric Unions - Furnish and install a dielectric union at all connections where non-ferrous material is in contact with ferrous material and fluid is not protected with corrosion inhibitors. 33. Install plumbing clean-outs as required by applicable codes. Ductwork 34. Duct sizes shown on drawings are outside (sheet metal) duct dimensions. 35. All ductwork shall be sealed airtight with duct mastic. Duct tape is prohibited. 36. Seal all ductwork joints and vapor barrier penetrations at all exterior walls. 37. Sheet metal and fittings to be pursuant to SMACNA and ASHRAE standards. 38. All ducts shall be 26 gauge minimum. Duct gauge and construction shall conform to SMACNA HVAC Duct Construction Standards. 39. Seal off all ducts during construction. Controls 40. Mount all thermostats 5'-0" above finished floor. 41. Install emergency power off (EPO) switch inside mechanical rooms containing boilers. Switch plate VKDOO EH UHG LQ FRORU DQG ODEHOHG ³*$6 %851(5 (0(5*(1&< 6:,7&+´ 6ZLWFK VKDOO EH FRPSOLDQW with Section 1006.8 of the 2015 IMC. Refer to electrical drawings for additional information. 3/16/18 04/20/18 3/16/18 04/20/18 WORK LIST DESCRIPTION REFERENCE DETAIL WORK LIST NOTES: 1. THE VALUES IN THE "QUANTITY" COLUMN OF THE WORK LISTS MAY BE GREATER THAN OR LESS THAN THE AMOUNTS SHOWN ON PLAN. USE THE QUANTITIES LISTED IN THE WORK LIST FOR BID PURPOSES AND PROVIDE UNIT COSTS. CONTRACTOR SHALL FIELD VERIFY QUANTITIES AND LOCATIONS BEFORE BEGINNING WORK. 2. BID PRICING SHALL REFLECT THE PRODUCTS SPECIFIED IN THIS DOCUMENT. SUBSTITUTIONS AND ASSOCIATED PRICING MAY BE SUBMITTED IN ADDITION TO THE UNIT COST PRICES FOR THE SPECIFIED MATERIALS. THE ENGINEER SHALL REVIEW AND EVALUATE IF THE ALTERNATE PRODUCT IS CONSIDERED "EQUAL" AND IF IT WILL BE ALLOWED AS A SUBSTITUTION. 3. CONTRACTOR SHALL KEEP A CURRENT SCHEDULE OF VALUES FOR ALL WORK ITEMS BEING PERFORMED WITH QUANTITIES COMPLETED TO DATE FOR OWNER REVIEW AT WEEKLY MEETINGS. ANY ANTICIPATED OVERAGES OR SHORTAGES TO THE BID QUANTITIES LISTED ABOVE SHOULD BE PRESENTED AS WELL. KEYNOTE QUANTITY REMOVE EXISTING ARCHITECTURAL GUARDRAIL WOOD PANELING AND HANDRAILS AT SELECT LOCATIONS AS REQUIRED TO COMPLETE RELATED WORK ITEMS. SALVAGE FOR REINSTALLATION. REMOVE EXISTING SOFFIT PANELS AT AREAS INDICATED ON PLAN. INSTALL SHORING TO GRADE AS NECESSARY AT EXISTING STEEL BEAMS AND CORRODED METAL DECKING. REMOVE (E) CONCRETE OVER METAL DECK WHERE CONCRETE DETERIORATION EXCEEDS ALLOWABLE LIMITS DETERMINED BY STRUCTURAL ENGINEER. CLEAN CORROSION FROM EXISTING STEEL BEAMS, STAIR STRINGERS, EDGE ANGLES, AND CONNECTIONS WHERE SHOWN ON PLAN. CONFIRM NO MORE THAN 10% SECTION LOSS OCCURS AND PAINT STEEL WITH A RUST INHIBITIVE PAINT. COLOR SHALL MATCH EXISTING. IF MORE THAN 10 % SECTION LOSS OCCURS, REPAIR PER OR REMOVE AND REPLACE SIDE-MOUNTED GUARDRAIL POST AND PLATE WHERE SHOWN ON PLAN AND AS REQUIRED TO POUR NEW CONCRETE SLAB. INSTALL THE FULL PEDESTRIAN GRADE TRAFFIC COATING SYSTEM PER THE SPECIFICATION AT AREAS WHERE CONCRETE IS REPAIRED OR REPLACED. CONFIRM THAT THE PROPERTIES AND THICKNESS OF THE INSTALLED SYSTEM MEETS OR EXCEEDS THE EXISTING SYSTEM. PERFORM ADHESION TESTING AS NECESSARY TO CONFIRM ADEQUATE BOND IS ACHIEVED AT OVERLAP BETWEEN EXISTING AND NEW SYSTEM. FOLLOWING A 28 DAY CURE, PREPARE THE SURFACE OF THE SLAB AT AREAS INDICATED ON PLAN. USE MEDIA BLAST OR OTHER MEANS NECESSARY TO MEET THE SURFACE PREPARATION REQUIREMENTS OF THE TRAFFIC COATING SPECIFICATION. AT EXISTING STEEL GUARDRAIL POSTS TO REMAIN, INSTALL WEEPHOLE AT BASE OF POST. REPAIR DAMAGED PAINT AS NECESSARY CONTRACTOR LOCATE. 1 2 3 7 9 10 11 12 REMOVE AND REPLACE TOP-MOUNTED GUARDRAIL POST AND BASE PLATE WHERE SHOWN ON PLAN. REMOVE CORROSION AT STEEL GUARDRAIL POSTS, STEEL COLUMNS, AND STEEL BASE PLATES WHERE TRAFFIC COATING WILL BE INSTALLED AND MEMBER IS NOT INDICATED TO BE REPLACED. CONFIRM NO MORE THAN 10% SECTION LOSS OCCURS. FOR BIDDING PURPOSES, ASSUME 5 LOCATIONS PER LEVEL. 630 SF 15 LOC N/A N/A N/A 4 14 N/A 8 13 REPLACE EXISTING 2X4 GUARDRAIL HORIZONTAL MEMBER AT LOCATIONS WHERE MEMBER IS CRACKED. IN ADDITION TO LOCATIONS SHOWN ON PLAN, ASSUME 5 LF PER LEVEL WILL REQUIRE REPLACEMENT. PAINT TO MATCH EXISTING.22 LF 14 NOT USED N/A 15 NOT USED 16 INSTALL NEW TYPE X 5/8" FIRE RATED GYPBOARD PANELS AT AREAS INDICATED ON PLAN. PROVIDE STUCCO-LIKE FINISH TO MATCH EXISTING TEXTURE AND COLOR. ARCH TO CONFIRM EXISTING VENTILATION IS SUFFICIENT TO ALLOW MOISTURE TO ESCAPE SOFFIT. REMOVE & REPLACE (E) STEEL BEAMS WITH SIZE TO MATCH (E) FRAMING. 4 INSTALL NEW CONCRETE OVER STEEL DECK PER DETAIL. PROVIDE TOOLED CONTROL JOINTS SPACED AT PREFERRED 1:1 ASPECT RATIO, 2:1 MAX. MATCH SLOPE TO WALKWAY EDGE (SLOPE SHALL BE 1/8" MINIMUM). 5 17 REMOVE & REPLACE STEEL GUARDRAIL AT STAIRS W/ CONFIGURATION, SIZES, AND CONNECTIONS TO MATCH (E). PAINT TO MATCH (E). PERFORM CONCRETE REPAIRS AS NECESSARY TO REESTABLISH EDGE OF WALKWAY IN PREPARATION FOR TRAFFIC COATING REPAIR. 6 25 SF 2/S3.0 4/S3.1 7/S3.1 2/S3.1 390 LF 330 LF 8 LOC 630 SF 175 SF 40 LOC 30 LOC 20 LOC 850 SF 850 SF N/A 630 SF 11/S3.1 1/S3.1 9/S3.1 8/S3.1 3/S3.1 3/S3.0 N/A N/A 6/S3.0 7/S3.1 1/S3.0 8/S3.0 7/S3.0 18 REMOVE (E) PRECAST LANDING, REPLACE W/ STEEL ASSEMBLY AND NEW FOUNDATIONS 1 LOC S5.0 N/A N/A SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2011DESIGNERS: DATE PRINTED: MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents. The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party.PROJECT NO: DATE:3/16/2018 7:35:10 PMC:\Proj\MS16.0750.S.02 - Enzian Condominium Repairs -RS17_bestrich.rvtS0.1ENZIAN CONDOMINIUMS REPAIRS707 WEST LIONSHEAD CIRCLEVAIL, COLORADOGENERAL NOTES & WORK LISTKMSM PDMS16.0750.S.02MS16.0750.S.02 3/16/2018 SMGENERAL NOTES 1) GENERAL: 1A)ENGINEER: REFERENCES ON THE STRUCTURAL DRAWINGS TO ENGINEER MEAN THE STRUCTURAL ENGINEER OF RECORD. OTHER ENTITIES ARE SPECIFICALLY NOTED AS CONTRACTORS ENGINEER, MECHANICAL ENGINEER, ETC. 1B)THESE NOTES SUPPLEMENT THE SPECIFICATIONS, WHICH SHALL BE REFERENCED FOR ADDITIONAL REQUIREMENTS. 1C)UNDERGROUND UTILITIES: LOCATE EXISTING UTILITIES AND NOTIFY ENGINEER OF EXISTING UTILITIES OR SUBGRADE CONDITIONS WHICH INTERFERE WITH WORK. 2) EXISTING STRUCTURES: 2A)CONTRACT DOCUMENTS HAVE BEEN PREPARED USING AVAILABLE DRAWINGS AND SITE OBSERVATION AS PERMITTED BY ACCESS RESTRICTIONS DURING DESIGN. 2B)DURING CONSTRUCTION, THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS WHICH ARE NOT NOW KNOWN OR ARE AT VARIANCE WITH PROJECT DOCUMENTATION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ALL CONDITIONS NOT PER THE CONTRACT DOCUMENTS. EXAMPLES INCLUDE: - SIZES OR DIMENSIONS OTHER THAN THOSE SHOWN - DAMAGE OR DETERIORATION TO MATERIALS AND COMPONENTS - CONDITIONS OF INSTABILITY OR LACK OF SUPPORT - ITEMS NOTED AS EXISTING ON THE DRAWINGS BUT NOT FOUND IN THE FIELD 2C)CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRUCTURAL CONDITIONS PRIOR TO SUBMITTING SHOP DRAWINGS. 3) USE OF DRAWINGS: 3A)DO NOT SCALE DRAWINGS. 3B)WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES AND SPECIFICATIONS, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. DETAILS ON DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. DETAILS NOTED TYPICAL APPLY TO ALL SIMILAR CONDITIONS. WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ELSEWHERE ON THE PROJECT. 4) TEMPORARY CONDITIONS: 4A)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 CONTRACTORS CONSTRUCTION METHODS AND/OR SEQUENCES. REFER TO LATERAL LOAD RESISTING SYSTEM DESCRIPTION IN DESIGN CRITERIA FOR ADDITIONAL INFORMATION. 5) SUBMITTALS AND SUBSTITUTIONS: 5A)SUBMITTALS: REFER TO SPECIFICATIONS FOR DETAILED REQUIREMENTS BUT THE FOLLOWING SHALL BE PROVIDED AS A MINIMUM OR AS DIRECTED BY THE ENGINEER. - CONCRETE MIX DESIGN AND RELATED PRODUCT DATA AND MATERIALS. - REINFORCING STEEL SHOP DRAWINGS. - ALL PRODUCT DATA AND MATERIALS INCLUDING BUT NOT LIMITED TO SEALANTS, TRAFFIC COATING, CONCRETE REPAIR PRODUCTS, EPOXIES, AND EXPANSION ANCHORS INCLUDING LATEST ICC TEST REPORT. - SHOP DRAWINGS OF STEEL CONSTRUCTION INCLUDING LAYOUT, DIMENSIONS, MEMBER SIZES, MATERIAL GRADES, WELD SIZES, WELD CALLOUTS, ASSEMBLIES, BOLT SIZE, LENGTH AND TYPE, AND OTHER PERTINENT DATA. 5B)IF THE CONTRACTOR REQUESTS A CHANGE FROM THE STRUCTURAL DRAWINGS, IT SHALL BE APPROVED AND DESIGNED BY MARTIN/MARTIN, INC. PRIOR TO SUBMITTING SHOP DRAWINGS. VARIATION SHALL BE INDICATED ON THE SHOP DRAWINGS. 5C)CONSTRUCTION DOCUMENTS SHALL NOT BE REPRODUCED FOR USE IN SUBMITTALS. 5D)ALL SHOP DRAWINGS SHALL REFERENCE THE STRUCTURAL DRAWING NUMBER AND DETAIL USED TO PREPARE THE SUBMITTAL. 5E)SUBSTITUTIONS: ENGINEERS APPROVAL SHALL BE SECURED FOR ALL SUBSTITUTIONS. 5F) NONCONFORMANCE: NOTIFY ENGINEER OF CONDITIONS NOT CONSTRUCTED PER THE CONTRACT DOCUMENTS PRIOR TO PROCEEDING WITH CORRECTIVE WORK. SUBMIT PROPOSED REPAIR TO THE ENGINEER FOR ACCEPTANCE. 6) OSHA STANDARDS: THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. NOTHING SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE CONSTRUED AS ELIMINATING THE NEED FOR THE CONTRACTOR TO COMPLY WITH ALL OSHA REQUIREMENTS. 7) CONSTRUCTION ENGINEERING: 7A)THE STRUCTURE DEFINED ON THE CONTRACT DOCUMENTS HAS BEEN DESIGNED ONLY FOR LOADS ANTICIPATED ON THE STRUCTURE DURING ITS SERVICE LIFE. PROVIDE ALL REQUIRED ENGINEERING AND OTHER MEASURES TO ACHIEVE THE MEANS, METHODS, AND SEQUENCES OF WORK. SUCH ENGINEERING MAY INCLUDE, BUT IS NOT LIMITED TO: - LAYOUT - DESIGN FOR FORMWORK, SHORING, AND RESHORING - DESIGN OF CONCRETE MIXES - WELD PROCEDURES - EVALUATION OF TEMPORARY CONSTRUCTION LOADS ON STRUCTURE DUE TO EQUIPMENT AND MATERIALS - STRUCTURAL ENGINEERING TO RESIST ANY OTHER LOADS NOT IDENTIFIED ON DESIGN DRAWINGS 1) CODES AND STANDARDS: 1A)GENERAL DESIGN - INTERNATIONAL BUILDING CODE 2015 WITH TOWN OF VAIL AMENDMENTS 2) SEISMIC AND WIND LOADS - THE WORK SHOWN ON THESE DRAWINGS DOES NOT INCREASE THE EXISTING LATERAL LOADS ACTING ON THE STRUCTURE OR ALTER THE EXISTING LATERAL SYSTEM. 3) GRAVITY LOADS 3A)DRIFTING, SLIDING AND UNBALANCED SNOW - FLAT ROOF SNOW LOAD = 100 PSF 3B)SUPERIMPOSED DEAD LOAD AND LIVE LOAD USED IN DESIGN: - STAIRS UNIFORM LIVE LOAD = 100 PSF - STAIRS CONCENTRATED LIVE LOAD = 300 LBS - HOT TUB DECK LIVE LOAD = 100 PSF - HOT TUB DECK SUPERIMPOSED LOAD = 15 PSF 1) CONNECTIONS: 1A)PROVIDE CONNECTIONS AS SHOWN IN THE DETAILS HEREIN. 1B)WELDING REQUIREMENTS: - WELDERS: HAVE IN POSSESSION CURRENT EVIDENCE OF PASSING THE APPROPRIATE A.W.S. QUALIFICATION TESTS. 1C)MINIMUM WELDS: - AISC SPECIFICATION, NOT LESS THAN 3/16 FILLET, CONTINUOUS UNLESS OTHERWISE NOTED. 1D)WELD SIZES AND LENGTHS CALLED FOR ON THE DRAWINGS ARE THE NET EFFECTIVE REQUIRED. INCREASE WELD SIZE IF GAPS EXIST AT THE FAYING SURFACE. 1E)WELD SIZES SHALL BE AS SHOWN UNLESS A GREATER SIZE IS REQUIRED BY ANSI/AISC 360-05 TABLES J2.3 AND J2.4. 1F) FIELD WELDING SYMBOLS INDICATE SUGGESTED CONSTRUCTION PROCEDURES. 1G) ALL STEEL SHALL BE SHOP PRIMED & PAINTED WITH A RUST INHIBITIVE PAINT TO MATCH (E). COLOR MATCH TO BE APPROVED BY OWNER WHERE FRAMING IS EXPOSED. 1H) UNLESS INDICATED OTHERWISE, SNUG TIGHTEN ALL JOINTS AS DEFINED BY AISC 1) GENERAL: 1A)ALL WORK SHALL CONFORM WITH ACI 301, LATEST EDITION UNLESS NOTED OTHERWISE IN DRAWINGS OR PROJECT SPECIFICATIONS. 1B)DETAIL BARS IN ACCORDANCE WITH THE LATEST EDITIONS OF PUBLICATION SP-66: ACI DETAILING MANUAL WITH ADDED REQUIREMENTS OF THE PROJECT SPECIFICATION AND ACI 318: BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. 1C)REINFORCING MATERIALS: 1D)REINFORCING FABRICATION SPLICES: - NO SPLICING OF REINFORCEMENT IS PERMITTED EXCEPT AS NOTED ON DRAWINGS. MAKE BARS CONTINUOUS AROUND CORNERS. WHERE PERMITTED, SPLICES MAY BE MADE BY CONTACT LAPS. 1E)MISCELLANEOUS REINFORCING REQUIREMENTS: - PROVIDE ADDITIONAL BARS OR STIRRUPS REQUIRED TO SECURE REINFORCING IN PLACE DURING CONCRETE PLACEMENT. - MAKE ALL REINFORCING BAR BENDS IN THE FABRICATORS SHOP UNLESS NOTED. 1F) NO WELDING OF REINFORCING PERMITTED UNLESS NOTED ON DRAWINGS. WHERE PERMITTED, PERFORM WELDING IN ACCORDANCE WITH AWS D1.4, LATEST EDITION. 1G)STRUCTURAL CONCRETE MIX REQUIREMENTS: - SEE 'CONCRETE MIX TABLE' 1H)NON-SHRINK GROUT: - CONFORM TO ASTM C1107, GRADES B OR C. - ACHIEVE 8000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 1I) PLACING REINFORCEMENT: - REINFORCEMENT PROTECTION: PROVIDE COVER AS INDICATED IN DETAILS - SEE ACI 318-05 7.5 FOR REINFORCEMENT PLACING TOLERANCES AND ACI 117 FOR ADDITIONAL REQUIREMENTS 1J) PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AND WELDED WIRE FABRIC AT POSITIONS SHOWN ON PLANS. ALL REINFORCING, DOWELS, BOLTS, AND EMBEDDED PLATES SHALL BE SET AND TIED IN PLACE BEFORE THE CONCRETE IS POURED. STABBING INTO PREVIOUSLY PLACED CONCRETE IS NOT PERMITTED. 1K)CONSTRUCTION JOINTS: - SHEAR FRICTION JOINTS: ALL REPAIR SURFACES SHALL BE MECHANICALLY ROUGHENED TO A 1/4 AMPLITUDE AND THOROUGHLY CLEANED. EXPOSE THE COURSE AGGREGATE IN THE HARDENED CONCRETE AND REMOVE ALL LOOSE MATERIAL. DESIGN CRITERIA STEEL NOTES CONCRETE NOTES WF, WT A992 50 65 -- WELDING ELECTRODES, THICKNESS OF THINNER PART ≤ 0.1 INCHES (12 GA) E60 OR E70 -- -- PER AWS WELDING ELECTRODES, THICKNESS OF THINNER PART > 0.1 INCHES (12 GA) E70 PER AWS ROUND HSS A500 GR C 46 62 -- RECT HSS A500 GR C 50 62 -- PLATES A36 36 58 -- OTHER SHAPES A36 36 58 -- HAS A108 51 65 STUDS ARE 3/4"Ø UNO DAS A1064 70 80 -- BOLTS F3125 - TYPE A325 OR F1852 -- 120 BOLTS ARE 3/4"Ø UNO, USE TENSION- CONTROLLED WHERE POSSIBLE ANCHOR RODS IN MASONRY F1554 GR 36 OR F1554 GR 55 36 58 WELDABLE, STD HEX HEAD ANCHOR RODS F1554 GR 55 55 75 WELDABLE, HEAVY HEX HEADED STEEL ELEMENT ASTM/TYPE Fy (KSI) Fu (KSI)COMMENTS STEEL MATERIAL TABLE WELDED WIRE REINFORCING, DEFORMED A1064 70 80 - WELDED & FIELD BENT REINF A706 60 80 - TYP REINFORCING A615 60 90 - REINF ELEMENT ASTM Fy (KSI) Fu (KSI) COMMENTS REINFORCING MATERIAL TABLE b. WHERE AIR CONTENT IS INDICATED IN THE MIX TABLE, PROVIDE AIR ENTRAINING ADMIXTURE. TOTAL AIR CONTENT LIMITS INCLUDE BOTH ENTRAINED AND ENTRAPPED AIR +/- 1 1/2%. NP IN COLUMN INDICATES ADDITION OF ENTRAINED AIR IS NOT PERMITTED EXCEPT WHERE CONTRACTOR CAN DEMONSTRATE THAT SLABS WITH ENTRAINED AIR WILL HAVE A FINISH ACCEPTABLE TO THE ARCHITECT WITHOUT BLISTERS. AIR CONTENT NOTED IS BASED ON 3/4" AGGREGATE. IF 3/8 AGGREGATE IS USED, INCREASE AIR CONTENT BY 1 1/2%. 3/4: #67 AGGREGATE a. FOR THE MAXIMUM COARSE AGGREGATE SIZE INDICATED, USE THE FOLLOWING AGGREGATE SIZE NUMBERS PER ASTM C33: FOR CONCRETE PLACED BY PUMPING PROVIDE CONCRETE MIX FLOWABILITY TO FACILITATE PUMPING. ENTRAINED AIR MAY BE USED TO FACILITATE PUMPING SUBJECT TO THE PROVISIONS OF NOTE b BELOW. USE TYPE I / II PORTLAND CEMENT UNLESS NOTED OTHERWISE. FOR CONCRETE MIXES USED ON FLOORS MINIMUM CEMENTITIOUS CONTENT SHALL BE 540 POUNDS PER CUBIC YARD. - PROVIDE WORKABILITY AND CONSISTENCY TO PERMIT CONCRETE TO BE WORKED READILY INTO FORMS AND AROUND REINFORCEMENT UNDER CONDITIONS OF PLACEMENT TO BE EMPLOYED, WITHOUT SEGREGATION OR EXCESSIVE BLEEDING. CONTRACTOR SHALL SELECT APPROPRIATE SLUMP. USE ADMIXTURES AS REQUIRED TO OBTAIN DESIRED RESULTS. - PROVIDE THE MINIMUM COMPRESSIVE STRENGTH AS INDICATED IN THE MIX TABLE. DO NOT EXCEED THE MAXIMUM WATER-CEMENT RATIO NOTED. PROPORTIONS OF MATERIALS IN CONCRETE MIX SHALL BE ESTABLISHED TO: CONCRETE MIX TABLE NOTES: 3 WALLS 4 NWC 0.5 3/4 6 2 FOOTINGS 4 NWC 0.5 1 1 SLABS 5 NWC 0.4 3/4 6 CONC MIX TYPE INTENDED USE 28 DAY STRENGTH f'c (KSI) CONC WEIGHT MAX W/C RATIO, INCLUDING FLY ASH MAX AGGREGATE SIZE (IN), NOTE a TOTAL AIR CONTENT (%), NOTE b CONCRETE MIX TABLE 1) PRICING NOTES: 1A)SIZES, QUANTITIES, AND DETAILS SHOWN ARE PROVIDED TO AID THE CONTRACTOR IN DEVELOPING PRICES AND ESTIMATING QUANTITIES. THE WALKWAY REPAIRS SHOWN ON THE DRAWINGS ARE BASED ON A LIMITED OBSERVATION AT SELECT SOFFIT VENT LOCATIONS. REPAIR QUANTITIES AND LOCATIONS ARE APPROXIMATE AND ARE SUBJECT TO CHANGE DURING CONSTRUCTION. 1B)THE CONTRACTOR SHALL INCLUDE AN ALLOWANCE FOR MISCELLANEOUS STRUCTURAL AND WATERPROOFING REPAIRS NOT SHOWN. ALLOWANCE SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO THE FOLLOWING: - SHORING AS REQUIRED - PAINTING REPAIRED AREAS TO MATCH THE ORIGINAL PAINT - GENERAL CONDITIONS PRICING NOTES 1) GENERAL 1A)CONTRACTOR SHALL PROVIDE AND INSTALL SHORING AS NOTED IN DRAWINGS AND AS DIRECTED BY ENGINEER. 1B)ALL SHORING SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER REGISTERED AND LICENSED IN THE STATE OF COLORADO. 1C)UNLESS NOTED OTHERWISE, SHORING SHALL EXTEND DOWN ALL LEVELS TO GRADE AT THE LOWEST LEVEL AND BE ALIGNED VERTICALLY BETWEEN LEVELS. 1D)SHORING DEAD LOADS AND CONSTRUCTION LIVE LOADS SHALL BE DETERMINED BY SHORING ENGINEER 1E)ALL SHORING SHALL REMAIN IN PLACE UNTIL REPAIRS ARE COMPLETE AND FULLY CURED AND ALL STRUCTURAL STEEL CONNECTIONS ARE PLACED. SHORING NOTES NO ISSUE DATE 03/20/2018 04/20/18 SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2011DESIGNERS: DATE PRINTED: MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents.The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party.PROJECT NO: DATE:3/16/2018 7:35:11 PMC:\Proj\MS16.0750.S.02 - Enzian Condominium Repairs -RS17_bestrich.rvtS0.2ENZIAN CONDOMINIUMS REPAIRS707 WEST LIONSHEAD CIRCLEVAIL, COLORADOGENERAL NOTESKM SMPDMS16.0750.S.02MS16.0750.S.02 3/16/2018 SMNO ISSUE DATE FOUNDATION NOTES WOOD NOTES 1) DESIGN CRITERIA: 1A)A SITE SPECIFIC GEOTECHNICAL REPORT HAS NOT BEEN PROVIDED FOR THE PROJECT. ALL DESIGN VALUES ARE ASSUMED AND SHALL BE VERIFIED BY A GEOTECHNICAL ENGINEER PRIOR TO FOUNDTION CONSTRUCTION 2) FOOTINGS: 2A)ASUMED FOOTING DESIGN CRITERIA: - MAXIMUM TOTAL LOAD BEARING PRESSURE = 1500 PSF - MINIMUM CONTINUOUS FOOTING WIDTH = 1.5 FT - FROST DEPTH TO BOTTOM OF FOUNDATION = 48 IN MASONRY NOTES 1) DEFINITIONS: 1A)STRUCTURAL MASONRY IS DEFINED AS BEING EITHER LOAD BEARING AND/OR SERVING AS PART OF THE LATERAL LOAD RESISTING SYSTEM. STRUCTURAL MASONRY IS SHOWN ON THE STRUCTURAL PLANS AND DEFINED IN SCHEDULES AND DETAILS ON THE STRUCTURAL DRAWINGS. 1B)SEE ARCHITECTURAL DRAWINGS FOR LOCATION, THICKNESS AND EXTENT OF MASONRY PARTITIONS. SEE DETAILS ON THE STRUCTURAL DRAWINGS FOR GENERAL MASONRY PARTITION REQUIREMENTS. 1C)SEE ARCHITECTURAL DRAWINGS FOR ALL MASONRY VENEER REQUIREMENTS. SEE DETAILS ON THE STRUCTURAL DRAWINGS FOR MASONRY VENEER LOOSE LINTELS. 2) DESIGN STRENGTH: 2A)DEVELOP 2000 PSI COMPRESSIVE STRENGTH (fm) IN 28 DAYS. 2B)STEEL REINFORCING: - PRIMARY REINFORCING: ASTM A615, 60 KSI - HORIZONTAL JOINT REINFORCING: ASTM A951, PREFABRICATED, LADDER TYPE 3) SPLICES: 3A)SPLICE LENGTHS: - #3 = 16 - #4 = 26 - #5 = 40 4) INSTALLATION REQUIREMENTS: 4A)GROUT SOLID ALL CELLS CONTAINING REINFORCING, EMBEDDED ITEMS, AND ALL OTHER CELLS NOTED ON THE CONTRACT DOCUMENTS. 1) FRAMING LUMBER: 1A)DRY (19% MAXIMUM MOISTURE CONTENT AT THE TIME OF INSTALLATION), DOUGLAS FIR-LARCH WITH MINIMUM DESIGN VALUES BASED ON THE 2012 NDS. SEE FRAMING LUMBER TABLE FOR MINIMUM GRADES. 1B)BEAMS AND STRINGERS USED WITH CANTILEVERS OR CONTINUOUS SPANS SHALL BE GRADED TO PROVIDE THE SPECIFIED ALLOWABLE STRESSES OVER THE ENTIRE MEMBER LENGTH. 2) SHEATHING: 2A)PLYWOOD: - CONFORM TO U.S. DEPARTMENT OF COMMERCE STANDARD PS 1-10. 3) BLOCKING AND BRIDGING: 3A)PROVIDE 1 X 4 SIMPSON NC/NCA CROSS-BRIDGING AT 8 O.C. MAXIMUM SPACING FOR ALL SOLID SAWN WOOD JOISTS AND RAFTERS. PROVIDE FULL HEIGHT SOLID BLOCKING (MINIMUM WIDTH TO MATCH WIDTH OF FRAMING) BETWEEN ALL FRAMING MEMBERS (SOLID SAWN JOISTS AND RAFTERS, FABRICATED JOISTS AND RAFTERS AND TRUSSES) AT SUPPORTS. 4) NAILING: UNLESS NOTED OTHERWISE ON THE DRAWINGS, PROVIDE COMMON NAILS WITH SIZES SHOWN IN THE TABLE BELOW. MINIMUM NAILING SHALL BE IN ACCORDANCE WITH THE TYPICAL WOOD CONNECTION SCHEDULE AND IBC 2015 TABLE 2304.10.1 IBC 2012 TABLE 2304.9.1 IBC 2006 TABLE 2304.9.1. 4A)WHERE COMMON NAILS ARE SPECIFIED, BOX NAILS OF EQUAL LENGTH MAY BE SUBSTITUTED PROVIDED ONE BOX NAIL IS ADDED FOR EVERY THREE COMMON NAILS SPECIFIED. 5) METAL CONNECTORS: 5A)FRAMING CONNECTORS SHALL CONFORM TO IBC 2012 SECTION 1711. FRAMING CONNECTOR DESIGNATIONS ARE THOSE MANUFACTURED BY SIMPSON STRONG-TIE COMPANY, SAN LEANDRO, CALIFORNIA. OTHER MANUFACTURERS PRODUCTS MAY BE USED IF APPROVED BY THE ENGINEER. FURNISH NAILS AND/OR BOLTS OF DIAMETER, LENGTH, AND NUMBER SPECIFIED BY THE MANUFACTURER FOR EACH CONNECTOR. 5B)ALL CONNECTOR HOLES SHALL BE FILLED WITH PROPER NAILS/BOLTS INCLUDING OPTIONAL NAIL LOCATIONS FOR UPLIFT. ALL BOLT HOLES SHALL BE DRILLED INTO FRAMING MEMBERS. MAXIMUM HOLE DIAMETER IS 1/16 LARGER THAN THE BOLT DIAMETER. 6) OPENINGS: 6A)OPENING, POCKETS, ETC., SHALL NOT BE PLACED IN BEAMS, JOISTS, RAFTERS, STUDS, POSTS, COLUMNS, TIMBER AND OTHER STRUCTURAL MEMBERS UNLESS DETAILED ON THE STRUCTURAL DRAWINGS. 03/20/2018 04/20/18 15 2 TREADS 15 NOTES: 1. SEE S0.1 FOR COMPLETE WORK LIST. NOT ALL WORK ITEMS WILL BE SHOWN ON PLAN. 2. WORK ITEMS TYPICAL TO THIS PLAN INCLUDE , CONTRACTOR LOCATE. 3. INDICATES APPROXIMATE LOCATION OF WORK ITEM THIS PLAN. 4. INDICATES APPROXIMATE LOCATION OF WORK ITEM THIS PLAN. 5. ALL STEEL SHALL BE SHOP PRIMED & PAINTED WITH A RUST INHIBITIVE PAINT TO MATCH (E). COLOR MATCH TO BE APPROVED BY OWNER WHERE FRAMING IS EXPOSED. 1 9 7 1 2 3 5 6 7 8 9 A B C D E F4'-0"48'-9 55/64" 1'-2 9/64" 3'-6"50'-0" 4'-0" 59'-8" 7'-8" 55'-8" 8'-0" 7'-8" 13 7 LF 13 11 LF (E) HSS4x4 TYP 12 11 8 S5.0 1 S5.0 2 18 SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2011DESIGNERS: DATE PRINTED: MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents. The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party.PROJECT NO: DATE:3/16/2018 7:35:11 PMC:\Proj\MS16.0750.S.02 - Enzian Condominium Repairs -RS17_bestrich.rvtS1.0ENZIAN CONDOMINIUMS REPAIRS707 WEST LIONSHEAD CIRCLEVAIL, COLORADOFIRST FLOOR PLANKM SMPDMS16.0750.S.02MS16.0750.S.02 3/16/2018 SM 1/8" = 1'-0" FIRST FLOOR REPAIR PLAN NORTH NO ISSUE DATE 03/20/2018 04/20/18 11 NOTES: 1. SEE S0.1 FOR COMPLETE WORK LIST. NOT ALL WORK ITEMS WILL BE SHOWN ON PLAN. 2. WORK ITEMS TYPICAL TO THIS PLAN INCLUDE , CONTRACTOR LOCATE. 3. INDICATES APPROXIMATE EXTENT OF WORK ITEMS 4. INDICATES APPROXIMATE LOCATION OF WORK ITEM THIS PLAN. 5. INDICATES APPROXIMATE LOCATION OF WORK ITEM THIS PLAN. 6. INDICATES APPROXIMATE EXTENT OF WORK ITEMS 7. ALL STEEL SHALL BE SHOP PRIMED & PAINTED WITH A RUST INHIBITIVE PAINT TO MATCH (E). COLOR MATCH TO BE APPROVED BY OWNER WHERE FRAMING IS EXPOSED. 2 3 3 TYPICAL AT PERIMETER 3 TYPICAL AT PERIMETER 3 11 7 W8x171 2 3 5 6 7 8 9 A B C D E F4'-0"48'-9 55/64" 1'-2 9/64" 3'-6"50'-0" 4'-0" 59'-8" 7'-8" 55'-8" 8'-0" 7'-8" 12 SF 12 SF 90 SF L2 12 10 16 6 1110 W8x17 C10x15.3 C10x15.3 C8x11.5 C8x18.75 C10x15. 3C10x15. 3C8x18.75 C12. 25 C10x15.3C10x15. 3C10x15.3 C10x15. 3W8x17 C12x25C8x18.75 C8x18.75 1 9 5 C12x25 24 SF 220 SF 8 SEE DETAIL 1/S3.0 17 SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2011DESIGNERS: DATE PRINTED: MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents.The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party.PROJECT NO: DATE:3/16/2018 7:35:11 PMC:\Proj\MS16.0750.S.02 - Enzian Condominium Repairs -RS17_bestrich.rvtS1.1ENZIAN CONDOMINIUMS REPAIRS707 WEST LIONSHEAD CIRCLEVAIL, COLORADOSECOND FLOOR PLANKMSM PDMS16.0750.S.02MS16.0750.S.02 3/16/2018 SM 1/8" = 1'-0" SECOND FLOOR REPAIR PLAN NORTH NO ISSUE DATE 03/20/2018 04/20/18 3 3 TYPICAL AT PERIMETER 3 TYPICAL AT PERIMETER 3W8x17W8x17 1 2 3 5 6 7 8 9 A B C D E F4'-0"48'-9 55/64" 1'-2 9/64" 3'-6"50'-0" 4'-0" 59'-8" 7'-8" 55'-8" 8'-0" 7'-8" 3 L2-L3* C10x15.3 C10x15.3 C8x11.5 C8x18.75 C10x15. 3C10x15. 3C8x18.75 C12x25C10x15.3 C10x15. 3C10x15.3 C10x15. 3W8x17 C12x25C10x15. 3C8x18.75 C8x18.75 12 SF 12 SF 22 SF 16 SF 30 SF 100 SF 16 SF 48 SFC12x25 11 NOTES: 1. SEE S0.1 FOR COMPLETE WORK LIST. NOT ALL WORK ITEMS WILL BE SHOWN ON PLAN. 2. WORK ITEMS TYPICAL TO THIS PLAN INCLUDE , CONTRACTOR LOCATE. 3. INDICATES APPROXIMATE EXTENT OF WORK ITEMS 4. INDICATES APPROXIMATE LOCATION OF WORK ITEM THIS PLAN. 5. INDICATES APPROXIMATE LOCATION OF WORK ITEM THIS PLAN. 6. INDICATES APPROXIMATE EXTENT OF WORK ITEMS 7. * INDICATES STRINGER MAY REQUIRE REPLACEMENT FOLLOWING REMOVAL OF CORROSION. CONTACT ENGINEER FOR SITE OBSERVATION ONCE CORROSION HAS BEEN REMOVED. 8. ALL STEEL SHALL BE SHOP PRIMED & PAINTED WITH A RUST INHIBITIVE PAINT TO MATCH (E). COLOR MATCH TO BE APPROVED BY OWNER WHERE FRAMING IS EXPOSED. 2 11 7 12 10 16 6 1110 1 9 5 8 SEE DETAIL 8/S3.0 SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2011DESIGNERS: DATE PRINTED: MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents.The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party.PROJECT NO: DATE:3/16/2018 7:35:12 PMC:\Proj\MS16.0750.S.02 - Enzian Condominium Repairs -RS17_bestrich.rvtS1.2ENZIAN CONDOMINIUMS REPAIRS707 WEST LIONSHEAD CIRCLEVAIL, COLORADOTHIRD FLOOR PLANKM SMPDMS16.0750.S.02MS16.0750.S.02 3/16/2018 SM 1/8" = 1'-0" THIRD FLOOR REPAIR PLAN NORTH NO ISSUE DATE 03/20/2018 04/20/18 1 2 3 5 6 7 8 9 A B C D E F4'-0"48'-9 55/64" 1'-2 9/64" 3'-6"50'-0" 55'-8" 8'-0" 7'-8" 4'-0" 59'-8" 7'-8" A* B* C* 4* 3* 2* 1* 5* S1.4 1 S1.4 3 S1.4 4 S1.4 2 SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2011DESIGNERS: DATE PRINTED: MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents.The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party.PROJECT NO: DATE:3/16/2018 7:35:12 PMC:\Proj\MS16.0750.S.02 - Enzian Condominium Repairs -RS17_bestrich.rvtS1.3ENZIAN CONDOMINIUMS REPAIRS707 WEST LIONSHEAD CIRCLEVAIL, COLORADONEW CONSTRUCTIONKMSM PDMS16.0750.S.02MS16.0750.S.02 3/16/2018 SM 1/8" = 1'-0" NEW CONSTRUCTION NO ISSUE DATE 03/20/2018 04/20/18 3 E F HSS4x2x1/4( 95' - 9 1/2" )HSS4x2x1/4( 95' - 9 1/2" )HSS4x2x1/4 HSS4x2x1/4 HSS4x2x1/4 HSS4x2x1/4 ( 90' - 8" )( 90' - 8" )6 S4.0 6 S4.0 7 S4.0 7 S4.0 A* B* C* 4* 3* 2* 1* 5* T/WALL = 93'-5" HSS4x4x3/16 TYP TYP T/CONC= 93'-0" 1 S4.0 7 S6.1 3 S4.0 T/CONC= 93'-0" 7 S6.1 7 S6.1 4 S4.0 5 S4.0 1 S4.0 SIM T/FTG= 90'-0"7"1'-0 1/4" 13'-4" 4'-8"4'-2" 2'-10" 5'-9"2'-8" 2'-2"2'-0"1'-0"1'-6" 2'-0"1'-0"2'-0"1'-2"8" CMU 12" CMU A* B* C* 4* 3* 2* 1* 5* T/MAS= 100'-9" 12" WALL W10x12 4x128" WALL T/S= ( 102' - 11 1/2" ) T/S= ( 100' - 9" ) 4x12 5/4" DECKING T/DECK = 103'-6" (MATCH (E) CONCRETE) 3/4" PLYWOOD, SEE ARCH FOR SLOPE @ 16" OC @ 16" OC11'-4 3/4" 2 S4.1 2 S4.1 3 S4.1 T/MAS= 102'-0" 4 S4.1 5 S4.1 8 S4.1 7 S4.1 10 S4.1 6 S4.1 T/MAS= 104'-9" 8" WALL 12 S4.1 10 S4.1 8 S4.0 HSS2-1/2x2-1/2x3/16 TYP AT SCREEN WALL 11 S4.19"9" EQ EQ SIM 3 E F HSS4x4x3/16 HSS4x4x3/16 HSS4x4x3/16 HSS4x4x3/16 6 S4.0 5'-9"VIF1'-2"SOG4A 90'-0" 6 S4.0 7 S4.0 7 S4.0 14"Øx4'-0" 14"Øx5'-6" 14"Øx5'-6" 14"Øx4'-0" SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2011DESIGNERS:DATE PRINTED:MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents.The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party.PROJECT NO: DATE:3/16/2018 7:35:14 PMC:\Proj\MS16.0750.S.02 - Enzian Condominium Repairs -RS17_bestrich.rvtS1.4ENZIAN CONDOMINIUMS REPAIRS707 WEST LIONSHEAD CIRCLEVAIL, COLORADOSPA DECK & TRASH ENCLOSURE PLANSKMSM PD MS16.0750.S.02 MS16.0750.S.02 3/16/2018 SMNO ISSUE DATE 1/4" = 1'-0" TRASH ENCLOSURE FRAMING PLAN 4 1/4" = 1'-0" SPA DECK FOUNDATION PLAN1 1/4" = 1'-0" SPA DECK FRAMING 2 1/4" = 1'-0" TRASH ENCLOSURE FOUNDATION PLAN3 03/20/2018 04/20/18 REMOVE & REPLACE DETERIORATED GUARDRAIL POST. CONNECT TO EDGE ANGLE PER DETAIL 2/S3.1 REMOVE AND REPLACE DETERIORATED GUARDRAIL POST CONNECT TO CONCRETE SLAB PER DETAIL 4/S3.1 PERFORM REPAIRS PER WORK ITEM . NOTIFY EOR IF MORE THAN 10% SECTION LOSS OCCURS. 3 INSTALL NEW CONNECTION PER WHERE NEW BEAMS ARE INSTALLED OR CONNECTION HAS LOST INTEGRITY. CONTACT EOR FOR SITE OBSEVATION TO CONFIRM NEW CONNECTION IS REQUIRED ONCE CORROSION IS REMOVED. 11/S3.1 (E)2x4 BOTTOM RAIL TO BE REMOVED & REPLACED WITH HEM FIR NO. 2 OR BETTER. PAINT TO MATCH EXISTING. INSTALL NEW CONNECTION PER WHERE NEW BEAMS ARE INSTALLED OR CONNECTION HAS LOST INTEGRITY. CONTACT EOR FOR SITE OBSEVATION TO CONFIRM NEW CONNECTION IS REQUIRED ONCE CORROSION IS REMOVED. 11/S3.1 BE REMOVED & REPLACED PORTION OF GUARDRAIL TO SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2011DESIGNERS:DATE PRINTED:MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents.The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party.PROJECT NO: DATE:3/16/2018 7:35:17 PMC:\Proj\MS16.0750.S.02 - Enzian Condominium Repairs -RS17_bestrich.rvtS3.0ENZIAN CONDOMINIUMS REPAIRS707 WEST LIONSHEAD CIRCLEVAIL, COLORADOREPAIR DETAILSKM SMPD MS16.0750.S.02 MS16.0750.S.02 3/16/2018 SMNO SCALE2 SIDE-MOUNT GUARDRAIL POST REPLACEMENT NO SCALE3 TOP-MOUNT GUARDRAIL POST REPLACEMENT NO SCALE 1 CORRODED STEEL BEAMNO SCALE 7 WOOD BOTTOM RAIL NO SCALE 8 CORRODED STEEL CONNECTION NO SCALE 6 NEW STEEL GUARDRAIL NO ISSUE DATE 03/20/2018 04/20/18 A A A A (E) CONCRETE IN FIELD OF CONCRETE BETWEEN CONTROL JOINTS AT CONTROL JOINT INSTALL EPOXY REPAIR MORTAR AS REQUIRED TO PROVIDE A LEVEL SURFACE AT DAMAGED AREAS. FORM JOINT TO MATCH EXISTING. INSTALL SEALANT INTO JOINT FOR FINAL CONDITION PER NOTES: 1. SEE EPOXY MORTAR SPECIFICATION FOR REQUIREMENTS. PREPARE SURFACES, INSTALL AND CURE MATERIALS IN STRICT ACCORDANCE WITH MANUFACTURER'S LITERATURE. 2. COAT EXPOSED STEEL WITH REBAR PRIMER, SEE SPECIFICATIONS. 3. WHERE PATCH EXCEEDS 1/4" IN DEPTH, EXTEND EPOXY WITH EPOXY MORTAR METHOD PER SPECIFICATIONS. 4. SEED TOP SURFACE OF REPAIR AREA WITH SAND TO PREVENT SLIPPERY SURFACES. 5. SEE CONCRETE REPAIR NOTES FOR ADDITIONAL INFORMATION.1" MAX1" MAXSEE PLANS AND SPECIFICATIONS EXTENT OF (N) TRAFFIC COATING AT PATCH. MIN 3" MIN 3" EDGE OF (E) URETHANE TOP COAT AT PATCH (E) URETHANE W/ VISIBLE TOP COAT (E) CONCRETE TRAFFIC COATING SYSTEM BASE COAT TRAFFIC COATING SYSTEM INTERMEDIATE & TOP COAT NOTES: 1. SEE DETAIL FOR BALANCE OF INFORMATION 2. INSTALL SEALANTS FOLLOWING FULL CURE OF TRAFFIC COATING SYSTEM 3. COLOR OF ALL SEALANT & FLASHING MATERIALS SHALL BE APPROVED BY OWNER 3/S3.1 SEE DETAIL FOR NEW COATING LAP W/ (E) 1'-0" ± EXTENT OF 3-LAYER TRAFFIC COATING SYSTEM CANT BEAD OF SILICONE SEALANT SILICONE SEALANT ALONG VERTICAL FACE OF FLASHING 24 GA MIN STAINLESS STEEL FLASHING W/ 3/16" Ø TAPCONx1 1/2" EMBED @ 12" OC @ HORIZ LEG PROVIDE 2" MIN EDGE DISTANCE 3-16 2-12 VIF 2" MAX PROVIDE REINF FOR COATING OVER FLASHING PER COATING SPEC PERFORM CONC REPAIRS PER AS APPLICABLE8/S3.1 REPAIR ANGLE PER INSTALL NEW L5x3x1/4 LLH IF MORE THAN 10% SECTION LOSS OCCURS 3 7/S3.1 3/16 HSS TO L5x3 (E) METAL DECK (E) C10 1 1/2" CONCRETE OVER VULCRAFT 1.5VLR22 W/ 6x6-W1.4xW1.4 CENTERED IN SLAB ABOVE FLUTES. PROVIDE 5/8" Ø PUDDLE WELD IN 33/4 PATTERN AND #10 TEK SCREWS 4/SPAN MATCH SLOPE OF (E) SLAB VIF3"SEE DETAIL FOR TRAFFIC COATING TERMINATION 7/S3.1 PROVIDE ROUGHENED SURFACE OF 1/4" AMPLITUDE AT 30° MIN VERTICAL ANGLE TYP @ PERIMETER OF REPAIR AREAS3.1 2 3/16 L3x3x1/4 3/16 2-12 CONTRACTOR VERIFY BOTH (N) & (E) DECK ARE SUPPORTED BY 1 1/2" MIN BEARING, TYP EXTENT OF TRAFFIC COATING (N) OR SALVAGED (E) PRECAST STAIR TREAD IF PRESENT, CLEAN CORROSION FROM (E) PRECAST EMBED NS & FS MATCH (E) CHANNEL SIZE, OR HSS PER WORK LIST 2-12 TOP & BOTTOM AT NEW STAIR STRINGER PL 5/16x AS REQUIRED TO PROVIDE FULL BRG OF PRECAST EMBED PL NOTE: SEE DETAIL FOR BALANCE OF INFORMATION. NEW HSS 2x1x3/16 3/16 3/S3.1 MIN 4" 4" MIN 8" ASSUMED PL 1/4x4x0'-8" W/ (2) 1/2" Øx3 1/2" EMBED HILTI KB3 OR APPROVED EQUAL. PLACE 1 1/2" FROM EDGE OF PL EA SIDE OF HSS (E) 12" WIDE CONC WALL, CONTRACTOR FIELD VERIFY WIDTH PRIOR TO ANCHOR INSTALLATION. CONTACT EOR IF MIN ANCHOR EDGE DISTANCES CANNOT BE MET HIGH STRENGTH NON-SHRINK GROUT INSTALL WEEP HOLE AT BOTTOM OF HSS 1/2" SAWCUT AT PERIMETER OF REPAIR IF MORE THAN TOP HALF OF (E) REINFORCING IS EXPOSED, UNDERCUT BY 3/4" MINIMUM. SOUND CONCRETE REPAIR MORTAR (E) CONCRETE 1/2" SAWCUT AT PERIMETER OF REPAIR 1/4" SAWCUT ATPERIMETER OFREPAIRDO NOT DAMAGE (E) REINFORCING w/ SAWCUT HORIZONTAL SURFACEVERTICAL SURFACE OVERHEAD SURFACE NOTES: 1. SEE CONCRETE REPAIR NOTES FOR REQUIREMENTS. 2. PREPARE SURFACES, INSTALL, AND CURE REPAIR MATERIALS IN STRICT ACCORDANCE WITH PRODUCT MANUFACTURERS LITERATURE. INSTALL SUPPLEMENTAL REINFORCING AT ENGINEER'S DIRECTION WHERE MORE THAN 10% SECTION LOSS HAS OCCURRED IF LESS THAN HALF OF (E) REINFORCING IS EXPOSED, NO ADDITIONAL CONCRETE REMOVAL IS NECESSARY NOTE: PROVIDE (N) 2x6 OR 2x4 WHERE MEMBER IS SPLIT OR ROTTED AND PREVENTS INSTALLATION OF CONNECTIONS SHOWN. USE HEM FIR NO. 2 OR BETTER, PAINT TO MATCH (E). NEW L 3 1/2x2 1/2x1/4x0'-8" W/ (4) 1/2" Ø LAG SCREWS (E) 2x6 TO BE REMOVED & REINSTALLED (E) ARCHITECTURAL WOOD PLANEL TO BE REMOVED & REINSTALLED (E) 2x4 TO BE REMOVED & REINSTALLED NEW PL 4x6x1/4 W/ (4) 1/2" Ø LAG SCREWS NEW HSS 2x1x3/16 3/16 3/16 S3.1 4 S3.1 2 OR SEAL WELD COPED AT TOP FLG ONLY BEAM TO GIRDER 5/16 5/16TYP PL 3/8, TYP: STANDARD OR HORIZ SHORT SLOTS MAY BE USED 1/2" MAX d/2 MIN3" MAX 1 1/2" MIN d/2 MINTYP1 1/2" MINTYP3" MIN1/2" MAX T/2 MINW BEAM OR CHANNEL 1/2"1"TOOLED CONTROL JOINT, TOOL W/ GOLDBLATT GROOVER. CONTRACTOR LOCATE AS DIRECTED IN WORK LIST SEALANT MATERIAL PER WORK LIST OR SPECS BACKER ROD/BOND BREAKER PREPARE SURFACE IN ACCORDANCE W/PRODUCT MANUFACTURER'S LITERATURE 6" EQ 1/2" EQ TRAFFIC COATING DETAIL COAT OVER TOOLED JOINT WHERE TRAFFIC COATING WILL BE APPLIED NOTES: 1. REMOVE ALL EXISTING MATERIALS, LOOSE CONCRETE, ETC. JOINT (FULL DEPTH) 2. CLEAN, PRIME AND FILL JOINT PER SEALANT MANUFACTURER'S LITERATURE. SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2011DESIGNERS:DATE PRINTED:MM JOB #:PRINCIPAL:EOR: PROJECT MANAGER: Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents.The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party.PROJECT NO: DATE:3/16/2018 7:35:18 PMC:\Proj\MS16.0750.S.02 - Enzian Condominium Repairs -RS17_bestrich.rvtS3.1ENZIAN CONDOMINIUMS REPAIRS707 WEST LIONSHEAD CIRCLEVAIL, COLORADOREPAIR DETAILSKM SMPDMS16.0750.S.02MS16.0750.S.02 3/16/2018 SMNO SCALE8 CONCRETE SURFACE REPAIR AT SCALED AREA NO SCALE 7 TRAFFIC COATING REPAIR NO SCALE 2 WALKWAY EDGE REPAIRS NO SCALE 1 NEW CONCRETE OVER STEEL DECKNO SCALE 10 TREAD AT NEW STRINGER NO SCALE 4 NEW BASE PLATE - TOP MOUNT NO SCALE 9 PARTIAL DEPTH CONCRETE REPAIR NO SCALE 3 NEW HANDRAIL VERTICAL HSS NO SCALE 11 STEEL BEAM CONNECTION C12 3 C10 2 C8 2 BEAM SIZE # OF BOLTS STEEL CONNECTION SCHEDULE NO SCALE 5 TOOLED JOINT NO ISSUE DATE 03/20/2018 04/20/18 A A A A A A (E) WALL 2" 1" CLR 1'-2" Ø 4'-0" 6 3/4" 3" TYP 1/4" CAP PLATE TYP ALL HSS 1" GROUT 6" EMBED(5) #5 VERT REINF EQUALLY SPACED AROUND PERIMETER #3 @ 10" TIES 12x12x3/4 PL W/ 1/2"Ø ANCHOR BOLTS 3/16 (2) #3 ADD'L TIES IN TOP 6" 3/16 TYP 3/16 TYP 6" SEE PLAN 8" OR 12"3"3" TYP MLSLTS 1'-0"(2) #5xCONT SEE PLAN #4 @ 12" VERT REINF #4 @ 12" EF HORIZ REINF #5 @ 24" MIN CENTERED DOWEL CMU WALL SEE FDN PLAN 8" CMU W/ (1) #5 @ 16" EF OR 12" CMU W/ (1) #4 @ 24" EF BOND BEAM W/ (2) #4xCONT @ 24" OC VERT EQ EQ4'-0"SEE PLAN 6" 3" 3" TYP #4xCONT #4x 2'-0"2'-0"FOR ADD'L INFO SEE 7/S6.1 1'-0"4'-0" SEE PLAN 3"3" TYP 5" 6" 8" #4xCONT #4x 2'-0"2'-0"FOR ADD'L INFO SEE 1/S4.0 1'-0"4'-0"2'-0" 3" TYP 4'-0"1'-4"3 5/8"1'-0"(3) #3 EW BOTT #4 @ 10" TIES (2) #4 ADD'L TIES IN TOP 6" (7) #5 VERT REINF EQUALLY SPACED AROUND PERIMETER 12x12x3/4 PL W/ 1/2"Ø ANCHOR BOLTS 3/166 3/4"SEE FOR ADD'L INFO 12x12x3/4 PL W/ 1/2"Ø ANCHOR BOLTS 3/16 3" TYP 5'-4" MIN 1'-2" Ø6" EMBED6/S4.0 8" MINS4.1 7 SIMPSON HU4101 3/4" 6 1/2" 3"3" 6 1/2" 1 3/4"(E) STONE, SEE ARCH (E) GROUTED CMU WALL, VIF. NOTIFY ENGINEER IF CONDITION VARIES 3/16 1/2x7 1/2x7 1/2 PL W/ (1) 5/8"Øx7 SIMPSON TITEN HD @ EACH HSS HSS 2 1/2x2 1/2x3/16 @ 6'-0" OC MAX, SEE ARCH FOR LOCATION COPPER PL, SEE ARCH STONE CAP, SEE ARCH 1" GROUT HSS 2 1/2x2 1/2x3/16 FRAME CAP PL 1/4x6x6, CONTRACTOR COORDINATE ATTACHMENT TO STONE CAP 3/16 SEAL WELD 3/16 TYP 1'-0" SEE PLAN 3"3" TYP 1'-0"#4 @ 12" EF VERT REINF #4 @ 12" EF HORIZ REINF 4'-0"MLSLTS #5 @ 24" MIN CENTERED DOWEL SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2011DESIGNERS:DATE PRINTED:MM JOB #:PRINCIPAL:EOR: PROJECT MANAGER: Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents. The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party.PROJECT NO: DATE:3/16/2018 7:35:19 PMC:\Proj\MS16.0750.S.02 - Enzian Condominium Repairs -RS17_bestrich.rvtS4.0ENZIAN CONDOMINIUMS REPAIRS707 WEST LIONSHEAD CIRCLEVAIL, COLORADODETAILSKM SMPDMS16.0750.S.02MS16.0750.S.02 3/16/2018 SMNO SCALE 6 TRASH ENCLOSURE @ WALL NO ISSUE DATE 3/4" = 1'-0" 1 FDN AT SPA 3/4" = 1'-0" 3 FDN AT 12" CMU THRESHOLD 3/4" = 1'-0" 4 FDN AT 8" CMU THRESHOLD 3/4" = 1'-0" 5 EXT COLUMN AT FOOTING 3/4" = 1'-0" 7 TRASH ENCLOSURE @ DOOR 3/4" = 1'-0" 8 BEAM TO GIRDER CONN 3/4" = 1'-0" 9 SUPPORT AT CHIMNEY 3/4" = 1'-0" 2 FDN AT 12" CMU 03/20/2018 04/20/18 S4.1 1 12" CMU 8" CMU SPA, SEE ARCH SEE (1) #4 VERT REINF @ 24" OC, CENTERED STONE VENEER, SEE ARCH BOND BEAM W/ (2) #4 HORIZ @ EACH CONN 1/4TYP GROUTED CELLS 1/S4.0 2'-0"(2) L3x2x1/4x0'-6" W/ (2) 3/4"Øx4" SIMPSON TITEN HD @ 3" GAGE @ EACH ANGLE MLSW8 (2) L4x4x5/16 1/4 3 SIDES EMBED PL 1/2x12x1'-0 W/ (4) 3/4"Øx5 HDAS NOTE: AT SIM W10 BEAM RUNS PARALLEL TO WALL HSS 3/16SEAL WELD 3/16CAP PL HSS 2 1/2x2 1/2x3/16 W/ 3/16 CAP PL SPA, SEE ARCH SEE 2/S4.1 (E) SLAB (E) C8 LEVEL 1 LEVEL 2S4.1 6 1" EJ HSS 2 1/2x2 1/2 LEVEL 1 (E) SLAB (E) C8 1" 5/4" DECKING, SEE ARCH RIPPED 2x SLEEPERS, SEE 3/4" SHEATHING 5/S4.1 RIPPED 4x12 JOISTS MAX = 11 1/4" MIN = 8" LEVEL 1 (E) SLAB (E) C8 1" SOLID BLOCKING AT WALKWAY W/ SCREWS 5/4" DECKING, SEE ARCH RIPPED 2x SLEEPERS W/ 2" CUT @ 6" OC PERP TO SLOPE 3/4" SHEATHING 4x 4x (2) HDU4-SDS2.5 W/ 5/8" Ø ANCHOR BOLT SIMPSON HU410 4x 2" TYP 6"HSS4 1/4 4x SIMPSON ECCLOQ SPA, SEE ARCH BENCH, SEE ARCH BOND BEAM W/ (2) #4xCONT @ JOIST BEARING 2x RIM JOIST SEE 4/S4.1 S4.1 2 TREATED 2x6 PLATE W/ (1) 3/4"Øx6 ANCHOR BOLT @ 32" WHERE JOIST SUPPORTS SCREEN WALL POST (1) SIMPSON H3 EACH SIDE, (2) TOTAL AT EACH CONN8" MIN6 1/2"SIMPSON HU410 4x 2x BLOCKING S4.1 7 S4.1 9 5/4" DECKING, SEE ARCH RIPPED 2x SLEEPERS, SEE 3/4" SHEATHING, SEE ARCH FOR SLOPE RIPPED 4x JOIST 5/S4.1 SIMPSON HU410 S4.1 1 2 1/2x2 1/2 HSS (E) SLAB (E) C8 LEVEL 1 LEVEL 2 (2) L4x3x1/4 W/ (1) 3/4"Ø BOLT IN VERT LONG SLOTTED HOLE 3/16 TYP LEVEL 1 ONLY 3/16 TYP LEVEL 1&2 (2) L4x3x1/4 5/4" DECKING, SEE ARCH RIPPED 2x SLEEPERS, SEE 3/4" SHEATHING 5/S4.1 8" MINS4.1 7 SIMPSON HU410 S4.1 9 SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2011DESIGNERS:DATE PRINTED:MM JOB #:PRINCIPAL:EOR: PROJECT MANAGER: Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents.The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party.PROJECT NO: DATE:3/16/2018 7:35:19 PMC:\Proj\MS16.0750.S.02 - Enzian Condominium Repairs -RS17_bestrich.rvtS4.1ENZIAN CONDOMINIUMS REPAIRS707 WEST LIONSHEAD CIRCLEVAIL, COLORADODETAILSKM SMPDMS16.0750.S.02MS16.0750.S.02 11/08/17 SMNO ISSUE DATE 3/4" = 1'-0" 2 SCREEN WALL AT CMU 1 1/2" = 1'-0" 1 CAP PLATE AT SCREEN WALL 3/4" = 1'-0" 3 SCREEN WALL AT WALKWAY 3/4" = 1'-0" 4 SCREEN WALL TO (E) SLAB AT DECK 3/4" = 1'-0" 5 BLOCKING AT DECK WALKWAY 3/4" = 1'-0" 7 SCREEN WALL TO DECK CONN 3/4" = 1'-0" 8 POST TO DECK CONN 3/4" = 1'-0" 9 SPA TO DECK CONN 3/4" = 1'-0"10 SCREEN WALL TO DECK CONN AT 8" CMU 3/4" = 1'-0" 11 SLEEPERS AT DRAIN 3/4" = 1'-0" 6 SCREEN WALL TO (E) SLABS 3/4" = 1'-0" 12 BEAM TO GIRDER CONN AT 8" CMU 03/20/2018 04/20/18 AA 10 S6.1 1 S6.1 C12x20.7, TYP. 1 S6.1 1 S6.1 C12x20.7, TYP. 11 S6.1 6 S6.1 OH REMOVE AND REPLACE (E) CHANNEL WITH C12x20.7 TYP. 1 S6.1 1 S6.1 C12x20.7, TYP. 11 S6.1 6 S6.1REMOVE AND REPLACE (E) CHANNEL WITH C12x20.7 TYP. 6 S6.1 8 S6.1 (E) C8, VIF SIM NOTES: 1. REMOVE EXISTING WOOD TREADS 2. VERIFY EXISTING STRINGER IS C8 OR LARGER 3. CLEAN EXISTING STEEL STRINGERS OF CORROSION, CONTACT MARTIN/MARTIN FOR OBSERVATION TO CONFIRM ADEQUATE SECTION REMAINS 4. VERIFY ARCHITECTS DIMENSIONS CAN BE ACHIEVED WITH (E) STRINGERS PRIOR TO FABRICATION 5. INSTALL NEW STEEL GRATING TREADS AND EXTERIOR HANDRAIL 1 S6.1 3 S6.1 2 S6.1 7 S6.1 C12x20.7, TYP. 3 S6.1 TYP. 10 S6.1 5 S6.1 5 S4.0 4 S6.1 HIGH LOW C12x25 C12x20.7 HSS4x4x3/16 11 S6.1 PARTIAL PLAN NOTES (APPLIES TO ENTIRE SHEET): 1. ALL DIMENSIONS THIS SHEET ARE PER ARCHITECT, ARCHITECT DIMENSIONS SHALL GOVERN OVER THOSE SHOWN ON THIS SHEET IF DISCREPENCIES ARE FOUND 2. FOR ALL EXISTING MEMBERS, CONTACT MARTIN/MARTIN FOR OBSERVATION TO CONFIRM ADEQUATE SECTION REMAINS FOR RE-USE REMOVE AND REPLACE (E) CHANNEL WITH C12x20.7 TYP. SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2011DESIGNERS:DATE PRINTED:MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents.The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party.PROJECT NO: DATE:3/16/2018 7:35:20 PMC:\Proj\MS16.0750.S.02 - Enzian Condominium Repairs -RS17_bestrich.rvtS6.0ENZIAN CONDOMINIUMS REPAIRS707 WEST LIONSHEAD CIRCLEVAIL, COLORADOPARTIAL STAIR REPLACEMENT PLANSKMSM PD MS16.0750.S.02 MS16.0750.S.02 3/16/2018 SMNO ISSUE DATE NO SCALE 3 STAIR 3 & 4 - LEVEL 1 STAIR PLAN NO SCALE 2 STAIR 3 - LEVEL 2 STAIR PLAN NO SCALE 1 STAIR 4 - LEVEL 2 STAIR PLANNO SCALE 4 STAIR 7 - LEVEL 1, 2 & 3 STAIR PLAN NO SCALE 5 STAIR 6 - LEVEL 1 STAIR PLAN NO SCALE 6 STAIR 5 - LEVEL 1 STAIR PLAN 03/20/2018 04/20/18 A A CHANNEL STRINGER (E) CHANNEL (E) HEADER NOTES: 1. IF EXISTING HEADER CONNECTION BOLTS INTERFERE WITH NEW STRINGER INSTALLATION, CONTRACTOR MAY REMOVE AND REPLACE THE HEADER AS SHOWN. 2. AT CONTRACTORS OPTION, EXISTING HEADER MAY BE REUSED. EXISTING HEADER BOLTED FASTENERS MAY BE REPLACED WITH A WELDED CONNECTION. MARTIN/MARTIN SHOULD BE CONSULTED TO OBSERVE THE EXISTING CONDITION TO VERIFY IF THE CONNECTIONS AND MEMBER MAY BE RE-USED.3" VIFREFERENCE DETAIL FOR SHEAR CONNECTION 11/S6.1 CHANNEL STRINGER REFERENCE DETAIL FOR SHEAR CONNECTION TYP CHANNEL LANDING CHANNEL STRINGER 11/S6.1 CHANNEL STRINGER L4x4x3/8 x 0'-9 (E) CONCRETE WALL VIF (2) 3/4" Ø THREADED ROD ADHESIVE ANCHORS MINIMUM 6" EMBEDMENT, 2" GAGE IN SHORT SLOTTED HORIZ HOLES. INSTALL WITH HILTI HIT HY-200 SAFE SET SYSTEM. (2) 3/4" Ø A325 SC BOLTS IN STD HOLES 4"3" 1"3"3" 3" HSS COLUMN W/ CAP PL 1/2 CHANNEL STRINGER SEE FOR SHEAR CONN S6.1 8 11/S6.1 3/16 CAP PL TO HSS G 8 S6.1 CJP, TYP AT DOG LEG STRINGER G 3/16 TYP. 3/16TYP TREADS: REF ARCH, BOLTS TO STRINGERS BY MANUFACTURER WWR4x4-W2.9xW2.9 TYP RAILING L2x2x1/4 CONT GRATING SUPPORT, TYP AT ALL LOCS WHERE GRATING DOES NOT BEAR ON C12 8 S6.1 3/16 3-12 L2 TO C12, SEAL WELD TOP 3/16 3-12 3/16 TYP 3/16TYP G CJP, TYP AT DOG LEG STRINGER G CHANNEL NO NEW LANDING AT SIM L2x2x1/4x0'-4" 3/16 TREADS: REF ARCH, BOLTS TO STRINGERS BY MANUFACTURER WWR4x4-W2.9xW2.9 1/4TYP HSS2x1x3/16 POST AT 5 FEET OC MAXIMUM SPACING 3/8 END PL TYP TREAD G 1/2" SHIM & GROUT PL 3/4x3 L4x3x5/16x4 W/ 1/2"Ø EXP ANCH W/ 3 1/4" EMBED 3/16 S6.1 9 3/16 3/16 TYP 8 S6.1 TREADS: REF ARCH, BOLTS TO STRINGERS BY MANUFACTURER WWR4x4-W2.9xW2.9 TYP1 1/4" MIN,3" 1" MAXIMUM COPE DIMENSIONS 3 1/2" x 3 1/2" L4x3x3/8 x 0'-6 W/ (2) HORIZ SHORT SLOTTED HOLES STEEL STRINGER, SLOPE AS REQUIRED (2) 3/4"Ø A325 SC BOLTS IN SHORT SLOTTED HOLES SUPPORTING ELEMENT VARIES 3/16 1/2" RET TOP, FIELD WELD AT (E)MIN3"2'-0" THICKENED SLAB CENTERED UNDER NEW STAIR STRINGER, EXTEND THICKENED SLAB LENGTH 1'-0" BEYOND NEW STRINGER CONNECTION1'-0" MIN(E) SOG 1 2 3" CLEARBOND BREAKER S6.1 12 #4@18" OC EW W/ 7" HOOK EPOXY COATED REBAR #3x2'-0" @12" OC, INSTALL WITH HILTI HIT HY 200, MINIMUM 6" EMBEDMENT, CENTER IN (E) SOG, MINIMUM 2" CLEAR COVER TYP BOND BREAKER (E) CRACK OR CONTROL JOINT3/8" MINNOTES: 1. REMOVE ALL EXISTING MATERIALS, LOOSE CONCRETE, ETC. FROM JOINT (FULL DEPTH). 2. CLEAN, PRIME AND FILL JOINT PER SEALANT MANUFACTURER'S LITERATURE. SEALANT PER WORK LIST OR SPECS 1/2" 1'-0" 1'-0" BEYOND STRINGER CONN 2'-0", EXTEND 3"3" TYP 1'-0"#4@12" OC EF VERT REINF #4@12" OC EF HORIZ REINF 4'-0"(E) ASPHALT NOTES: 1. AT CONTRACTORS OPTION, EXISTING FOUNDATION MAY BE RE-USED, MARTIN/MARTIN SHOULD BE CONSULTED TO OBSERVE THE EXISTING CONDITION WHEN EXPOSED TO DETERMINE IF RE-USE IS FEASIBLE. S6.1 10 SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2011DESIGNERS:DATE PRINTED:MM JOB #:PRINCIPAL:EOR: PROJECT MANAGER: Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents.The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party.PROJECT NO: DATE:3/16/2018 7:35:20 PMC:\Proj\MS16.0750.S.02 - Enzian Condominium Repairs -RS17_bestrich.rvtS6.1ENZIAN CONDOMINIUMS REPAIRS707 WEST LIONSHEAD CIRCLEVAIL, COLORADOSTAIR REPLACEMENT DETAILSKMSM PDMS16.0750.S.02MS16.0750.S.02 3/16/2018 SMNO ISSUE DATE 1 1/2" = 1'-0" 1 STRINGER TO (E) LANDING 1 1/2" = 1'-0" 2 STRINGER TO LANDING 1 1/2" = 1'-0" 3 STRINGER TO WALL 1 1/2" = 1'-0" 4 STRINGER TO COLUMN 3/4" = 1'-0"5 SECTION OUTSIDE STRINGER BENT - TOP 3/4" = 1'-0"6 SECTION OUTSIDE STRINGER BENT - BOTTOM 1 1/2" = 1'-0" 8 TYP RAIL TO STRINGER CONNECTION 3/4" = 1'-0" 10 TYP STRINGER CONN AT SOG 1 1/2" = 1'-0" 11 TYP SHEAR CONNECTION 3/4" = 1'-0" 9 TYP THICKENED SLAB 6" = 1'-0" 12 JOINT/CRACK SEALANT 3/4" = 1'-0" 7 NEW FDN DETAIL 03/20/2018 04/20/18 STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS AND TESTING QUALITY ASSURANCE GENERAL NOTES 1. GENERAL: A. SCOPE OF WORK THE OWNER WILL ENGAGE A QUALIFIED INSPECTION AND TESTING AGENCY(S) TO PERFORM SPECIAL INSPECTIONS AND TESTING FOR ALL STRUCTURAL MEMBERS AND ASSEMBLIES AS NOTED HEREIN. SPECIAL INSPECTIONS ARE IN ADDITION TO INSPECTIONS BY THE AUTHORITY HAVING JURISDICTION REQUIRED BY IBC 2015 SECTION 110. REFER TO THE SPECIFICATIONS FOR REPORTING AND PROCEDURAL REQUIREMENTS FOR QUALITY ASSURANCE AND QUALITY CONTROL. REFER TO ARCH/MECH/ELEC/CIVIL SPECIFICATIONS AND DRAWINGS FOR ADDITIONAL SPECIAL INSPECTION AND TESTING THAT MAY BE REQUIRED. SPECIAL INSPECTIONS AND TESTING ARE APPLICABLE TO ALL REVISIONS AND/OR FUTURE WORK ADDED BY AMENDMENTS TO THESE DOCUMENTS. B. DEFINITIONS SPECIAL INSPECTOR: THE AGENCY ENGAGED BY THE OWNER AND APPROVED BY THE AUTHORITY HAVING JURISDICTION TO ACT AS THE DESIGNATED REPRESENTATIVE TO PERFORM INSPECTIONS. SPECIAL INSPECTION: INSPECTION PERFORMED BY THE SPECIAL INSPECTOR ACCORDING TO IBC 2015 SECTION 1704 TO ENSURE COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS AND REFERENCED STANDARDS. (P) PERIODIC INSPECTION: THE PART-TIME OR INTERMITTENT OBSERVATION BY THE SPECIAL INSPECTOR OF WORK BEING PERFORMED. SPECIAL INSPECTOR SHALL BE PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. OBSERVATION OF ALL WORK (100% VISUAL) SHALL BE MADE AT THE COMPLETION OF THE WORK. (C) CONTINUOUS INSPECTION: THE FULL-TIME OBSERVATION BY THE SPECIAL INSPECTOR OF WORK BEING PERFORMED. SPECIAL INSPECTOR SHALL BE PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. OBSERVATION OF ALL WORK (100% VISUAL) SHALL BE MADE AT THE COMPLETION OF THE WORK. C. DEFICIENCIES IN WORK CORRECT DEFICIENCIES IN WORK THAT TESTS AND INSPECTIONS INDICATE DO NOT COMPLY WITH THE CONTRACT DOCUMENTS AND REFERENCED STANDARDS. ALL COST OF ADDITIONAL TESTING AND/OR INSPECTIONS FOR CORRECTIVE WORK SHALL BE BORNE BY THE CONTRACTOR. 2. SHOP FABRICATIONS: A. GENERAL PERFORM INSPECTIONS AND TESTING FOR ALL SHOP FABRICATED STRUCTURAL MEMBERS AND ASSEMBLIES AS NOTED HEREIN. SPECIAL INSPECTOR SHALL PERFORM SPECIAL INSPECTIONS AND TESTING UNLESS THE FABRICATOR IS REGISTERED AND APPROVED BY THE AUTHORITY HAVING JURISDICTION TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION OR FABRICATION HAS A CURRENT ICC-ES EVALUATION REPORT. SPECIAL INSPECTOR SHALL VERIFY THE FABRICATOR MAINTAINS AND FOLLOWS DETAILED SHOP FABRICATION AND QUALITY CONTROL PROCEDURES, UNLESS FABRICATOR IS REGISTERED AND APPROVED. AT THE COMPLETION OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE AUTHORITY HAVING JURISDICTION ACCORDING TO IBC 2015 SECTION 1704.2.5.1. APPROVED FABRICATORS MAY PERFORM TESTING NOTED HEREIN EXCEPT THAT NONDESTRUCTIVE TESTING (NDT) SHALL ONLY BE PERFORMED BY PERSONNEL WITH QUALIFICATIONS THAT MEET OR EXCEED THE CRITERIA OF AWS D1.1 SUBCLAUSE 6.14.6 AND AMERICAN SOCIETY FOR NONDESTRUCTIVE TESTING (ASNT) SNT-TC-1A OR ASNT CP-189. B. SHOP FABRICATIONS INCLUDED SHOP FABRICATED STRUCTURAL STEEL INCLUDING STAIRS AND RAILING ELEMENTS STRUCTURAL PRECAST CONCRETE SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2011DESIGNERS:DATE PRINTED:MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents.The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party.PROJECT NO: DATE:3/16/2018 7:35:21 PMC:\Proj\MS16.0750.S.02 - Enzian Condominium Repairs -RS17_bestrich.rvtSP1ENZIAN CONDOMINIUMS REPAIRS707 WEST LIONSHEAD CIRCLEVAIL, COLORADOQUALITY ASSURANCEKMSM PD MS16.0750.S.02 MS16.0750.S.02 3/16/2018 SM- SHORE/FORM REMOVAL P ACI 301-16 2.3.2 FOR BEAMS AND STRUCTURAL SLABS -CURING P ACI 301-16 5.3.6 - - PLACEMENT OF CONCRETE C ACI 301-16 5.3.2 - - FORMWORK PRIOR TO PLACEMENT OF CONCRETE P ACI 301-16 2.2-2.3 INSPECT FIRST POUR OF EACH TYPE (GRADE BEAM, COLUMN, STRUCTURAL SLAB, SLAB-ON-DECK, ETC.) - MIX DESIGN EACH TRUCK -VERIFY USE OF APPROVED DESIGN MIXTURE FOR EACH TRUCK LOAD CONCRETE -WELDING - - INSPECT PER THE STRUCTURAL STEEL TABLE - PRIOR TO PLACEMENT OF CONCRETE 100% - VERIFY TYPE, FINISH, DIAMETER, LENGTH, QUANTITY, EMBEDMENT LENGTH, SPACING AND EDGE DISTANCES. VERIFY USE OF PLACING TEMPLATE WHERE SPECIFIED BOLTS AND EMBEDMENTS - MECHANICAL CONNECTORS C ICC-ES REPORT - - COATED REINFORCING P ACI 301-16 3.2.1.2 - - FIELD BENDING P ACI 301-16 3.3.2.8 - -WELDING C AWS D1.4 VERIFY ASTM A706 REINFORCING STEEL - PRIOR TO PLACEMENT OF CONCRETE 100% - DURING PLACEMENT P ACI 301-16 3.2-3.3 VERIFY GRADE, FINISH, SIZE, BAR QUANTITY, LOCATION, SPACING, COVER, HOOK LENGTHS, SPLICE LENGTH, SPLICE LOCATIONS, BEND DIAMETERS, COATING, SURFACE CONDITION, AND SUPPORT REINFORCING STEEL ITEM FREQUEN... STANDARD CRITERIA STRUCTURAL CONCRETE SPECIAL INSPECTIONS 2.REPORTS OF COMPRESSIVE STRENGTH TESTS SHALL CONTAIN THE FOLLOWING INFORMATION: DATE OF CONCRETE PLACEMENT, LOCATION OF CONCRETE BATCH IN WORK, DESIGN 28-DAY COMPRESSIVE STRENGTH, CONCRETE SUPPLIER AND MIXTURE ID NUMBER, TIME OF BATCH AND PLACEMENT, AMBIENT AIR TEMPERATURE, SITE ADDED WATER AND ADMIXTURES, UNIT WEIGHT, AND AS REQUIRED BY ASTM C39. 1.NONDESTRUCTIVE TESTING MAY BE PERMITTED BY THE ARCHITECT, BUT WILL NOT BE USED AS SOLE BASIS FOR APPROVAL OR REJECTION OF DEFICIENT CONCRETE. STRUCTURAL CONCRETE TESTING NOTES: - COMPRESSIVE STRENGTH EACH COMPOSITE SAMPLE ASTM C31 ASTM C39 EITHER: (4)6x12 OR (6)4x8 CYLINDERS TEST PER SCHEDULE BELOW: - 7 DAYS: (1)6x12 OR (1)4x8 - 28 DAYS: (2)6x12 OR (3)4x8 - 56 DAYS: (1)6x12 OR (2)4x8 (IF 28 DAY TESTS DO NOT ACHIEVE SPECIFIED 28 DAY STRENGTH) ACCEPTANCE CRITERIA PER ACI 318 - COLD WEATHER CURING - ASTM C1074 RECORD MAXIMUM AND MINIMUM CONCRETE TEMPERATURE DURING CURING PERIOD, WHEN DAILY AVERAGE AIR TEMPERATURE OF 40 °F OR BELOW IS EXPECTED FOR 3 SUCCESSIVE DAYS DURING CURING PERIOD - UNIT WEIGHT FOR STRUCTURAL LIGHTWEIGHT EACH COMPOSITE SAMPLE ASTM C138 - - TEMPERATURE EACH COMPOSITE SAMPLE AND 60 MINUTE INTERVALS ASTM C1064 REQUIRED WHEN AIR TEMPERATURE IS 40 °F AND BELOW OR 80°F AND ABOVE - AIR CONTENT WHEN AIR ENTRAINMENT IS SPECIFIED AND LIGHTWEIGHT CONCRETE EACH COMPOSITE SAMPLE ASTM C231 PRESSURE METHOD (NWC) OR ASTM C173 VOLUMETRIC METHOD (LWC) - - SLUMP/SLUMP FLOW EACH COMPOSITE SAMPLE ASTM C143 (SLUMP) OR ASTM C1611 (SLUMP FLOW) SPECIFIED SLUMP SHALL BE AS SUMBITTED IN THE MIX DESIGN ± 1 1/2". PERFORM ADDITIONAL TESTS WHEN CONCRETE CONSISTENCY APPEARS TO CHANGE 1. f'c < 5000 PSI 100 CY/MIX/DAY - COMPOSITE SAMPLE ASTM C172 OBTAIN AT POINT OF PLACEMENT. FOR DRILLED PIERS OBTAIN NEAR BEGINNING OF LOAD PRIOR TO PLACEMENT IN SHAFT. ADJUST FREQUENCY AS REQUIRED TO PROVIDE MINIMUM 5 TOTAL TESTS PER MIX BUT NOT MORE THAN ONE SAMPLE PER TRUCK LOAD CONCRETE -WELDING - - PER STRUCTURAL STEEL TESTING REINFORCING STEEL, BOLTS AND EMBEDMENTS ITEM FREQUENCY STANDARD CRITERIA STRUCTURAL CONCRETE TESTING - CURE TIME 100% VISUAL - VERIFY FULL CURE TIME HAS ELAPSED PRIOR TO APPLICATION OF TORQUE OR LOAD TO ANCHOR - AFTER INSTALLATION OF ATTACHED ASSEMBLY 100% VISUAL - VERIFY NUMBER, EDGE DISTANCES, AND ANCHOR FLUSH WITH AND PERPENDICULAR TO THE RECEIVING SURFACE - DURING INSTALLATION OF ANCHOR C ICC-ES REPORT CONTINUOUS INSPECTION REQUIRED REGARDLESS IF PERIODIC INSPECTION IS PERMITTED BY ICC-ES REPORT. VERIFY HOLE DIMENSIONS, HOLE CLEANING, ANCHOR EMBEDMENT, EDGE DISTANCES AND SPACING - PRIOR TO INSTALLATION OF ANCHOR EACH ANCHOR ICC-ES REPORT VERIFY TYPE, DIAMETER, LENGTH, FINISH, AND BASE MATERIAL. VERIFY SOLID GROUTED AREA AROUND ANCHORS IN GROUTED MASONRY - PRIOR TO START OF WORK -ICC-ES REPORT REVIEW CONTRACTOR'S INSTALLATION PROCEDURE ADHESIVE ANCHORS, REINFORCING STEEL ANCHORED INTO HARDENED CONCRETE - AFTER INSTALLATION OF ATTACHED ASSEMBLY 100% VISUAL - VERIFY NUMBER, EDGE DISTANCES, AND ANCHOR FLUSH WITH AND PERPENDICULAR TO THE RECEIVING SURFACE - DURING INSTALLATION OF ANCHOR C ICC-ES REPORT CONTINUOUS INSPECTION REQUIRED REGARDLESS IF PERIODIC INSPECTION IS PERMITTED BY ICC-ES REPORT. VERIFY HOLE DIMENSIONS, HOLE CLEANING, ANCHOR EMBEDMENT, EDGE DISTANCES AND SPACING - PRIOR TO INSTALLATION OF ANCHOR EACH ANCHOR ICC-ES REPORT VERIFY TYPE, DIAMETER, LENGTH, FINISH, AND BASE MATERIAL. VERIFY SOLID GROUTED AREA AROUND ANCHORS IN GROUTED MASONRY. VERIFY MAXIMUM IMPACT WRENCH TORQUE RATING FOR SCREW ANCHORS - PRIOR TO START OF WORK -ICC-ES REPORT REVIEW CONTRACTOR'S INSTALLATION PROCEDURE EXPANSION ANCHORS, SLEEVE ANCHORS, SCREW ANCHORS ITEM FREQUENCY STANDARD CRITERIA POST-INSTALLED ANCHORS/REINFORCING STEEL SPECIAL INSPECTIONS - TENSION TEST FIRST 3 AND 1% OF REMAINING ASTM E488 STATIC TENSION TEST THE INSTALLATION OF THE FIRST 3 OF EACH TYPE, BASE MATERIAL, AND POSITION (DOWN, HORIZONTAL, OVERHEAD). OBSERVE ASTM E488 MINIMUM EDGE DISTANCES FOR DETERMINING TEST LOCATIONS. SUBMIT PROPOSED TEST LOCATIONS AND REQUESTS FOR REQUIRED TENSION TEST LOAD VALUES TO ENGINEER ADHESIVE ANCHORS, REINFORCING STEEL ANCHORED INTO HARDENED CONCRETE - TORQUE TEST 100% - TEST ANCHOR WITH CALIBRATED TORQUE WRENCH TO 100% OF THE INSTALLATION TORQUE NOTED IN ICC-ES REPORT. ATTAIN SPECIFIED TORQUE WITHIN 1/2 TURN OF THE NUT EXPANSION ANCHORS, SLEEVE ANCHORS, SCREW ANCHORS ITEM FREQUENCY STANDARD CRITERIA POST-INSTALLED ANCHOR/REINFORCING STEEL TESTING NO ISSUE DATE 2.SEE CIVIL DRAWINGS AND/OR SPECIFICATIONS FOR CLASSIFICATION AND TESTING REQUIREMENTS FOR COMPACTED FILL AND/OR CONTROLLED LOW-STRENGTH MATERIAL. 1.SEE CIVIL DRAWINGS AND/OR SPECIFICATIONS FOR ADDITIONAL EARTHWORK AND UTILITY INSPECTION REQUIREMENTS. SOILS SPECIAL INSPECTION NOTES: - PLACEMENT C - VERIFY USE OF PROPER MATERIALS, DENSITIES, COMPACTION, AND LIFT THICKNESSES - PRIOR TO PLACEMENT P -VERIFY SUBGRADE HAS BEEN PROPERLY PREPARED CONTROLLED FILL - BEARING MATERIAL P SOILS REPORTVERIFY BEARING MATERIAL IS ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY - EXCAVATION P - VERIFY EXCAVATIONS ARE EXTENDED TO THE PROPER DEPTH AND HAVE REACHED THE PROPER BEARING MATERIAL SUBGRADE ITEM FREQUENCY STANDARD` CRITERIA SOILS SPECIAL INSPECTIONS 03/20/2018 04/20/18 SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2011DESIGNERS:DATE PRINTED:MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents.The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party.PROJECT NO: DATE:3/16/2018 7:35:22 PMC:\Proj\MS16.0750.S.02 - Enzian Condominium Repairs -RS17_bestrich.rvtSP2ENZIAN CONDOMINIUMS REPAIRS707 WEST LIONSHEAD CIRCLEVAIL, COLORADOQUALITY ASSURANCEKMSM PD MS16.0750.S.02 MS16.0750.S.02 06/21/17 SMOBSERVE - OBSERVE THESE ITEMS ON A RANDOM BASIS PERFORM - THESE INSPECTIONS SHALL BE PERFORMED FOR EACH WELDED CONNECTION, EACH BOLTED CONNECTION, AND EACH ITEM, PRIOR TO ACCEPTANCE - DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS PERFORM DOCUMENT ACCEPTANCE OR REJECTION MEMBER OR JOINT - AFTER BOLTING - PRETENSIONED AND SLIP-CRITICAL JOINTS USING CALIBRATED WRENCH OR TURN-OF-NUT METHOD WITHOUT MATCHMARKING PERFORM AISC 360, CHAPTER N AND RCSC SPECIFICATION JOINT BROUGHT IN SNUG-TIGHT CONDITION PRIOR TO PRETENSIONING, FASTENER PREVENTED FROM ROTATING, PRETENSIONED IN PROPER SEQUENCE. INSPECTOR SHALL BE RESENT DURING INSTALLATION OF FASTENERS - PRETENSIONED AND SLIP-CRITICAL JOINTS OBSERVE AISC 360, CHAPTER N AND RCSC SPECIFICATION JOINT BROUGHT IN SNUG-TIGHT CONDITION PRIOR TO PRETENSIONING, FASTENER PREVENTED FROM ROTATING, PRETENSIONED IN PROPER SEQUENCE - FASTENERS PLACED IN ALL HOLES AND POSITIONED AS REQUIRED OBSERVE AISC 360, CHAPTER N - DURING BOLTING - PROPER STORAGE FOR FASTENER COMPONENTS OBSERVE AISC 360, CHAPTER N - - PRE-INSTALLATION VERIFICATION TESTING OBSERVE AISC 360, CHAPTER N NOT APPLICABLE FOR SNUG TIGHT JOINTS - CONNECTING ELEMENTS MEET REQUIREMENTS, INCLUDING HOLE REPARATION AND FAYING SURFACE OBSERVE AISC 360, CHAPTER N - - PROPER FASTENERS AND BOLTING PROCEDURE SELECTED FOR JOINT DETAIL OBSERVE AISC 360, CHAPTER N - - FASTENERS MARKS IN ACCORDANCE WITH ASTM REQUIREMENTS OBSERVE AISC 360, CHAPTER N - - REVIEW MANUFACTURER CERTIFICATIONS FOR FASTENER MATERIALS PERFORM AISC 360, CHAPTER N - PRIOR TO BOLTING - DOCUMENT ACCEPTANCE OR REJECTION OF WELDED MEMBER OR JOINT PERFORM AISC 360, CHAPTER N - - REPAIR ACTIVITIES PERFORM AISC 360, CHAPTER N - - BACKING AND WELD TABS REMOVED WHERE REQUIRED.PERFORM AISC 360, CHAPTER N - -K-AREA PERFORM AISC 360, CHAPTER N - - ARC STRIKES PERFORM AISC 360, CHAPTER N - - WELDS MEET VISUAL ACCEPTANCE CRITERIA PERFORM AISC 360, CHAPTER N, AWS D1.1 WHERE INSPECTOR OBSERVES QUESTIONABLE WELDS, NON-DESTRUCTIVE TESTING SHALL BE PERFORMED - SIZE, LENGTH, AND LOCATION OF WELDS PERFORM AISC 360, CHAPTER N - - WELDS CLEANED OBSERVE AISC 360, CHAPTER N - AFTER WELDING - WELDING TECHNIQUES - MULTI-PASS WELDS OBSERVE AISC 360, CHAPTER N - - WELDING TECHNIQUES - SINGLE PASS WELDS OBSERVE AISC 360, CHAPTER N - - ENVIRONMENTAL CONDITIONS, AND WPS FOLLOWED OBSERVE AISC 360, CHAPTER N - - NO WELDING OVER CRACKED TACK WELDS OBSERVE AISC 360, CHAPTER N - - CONTROL AND HANDLING OF WELDING CONSUMABLES OBSERVE AISC 360, CHAPTER N - - USE OF QUALIFIED WELDERS OBSERVE AISC 360, CHAPTER N - DURING WELDING - WELDER IDENTIFICATION SYSTEM OBSERVE AISC 360, CHAPTER N - - MATERIAL IDENTIFICATION OBSERVE AISC 360, CHAPTER N - - FIT UP OF WELDS, INCLUDING JOINT GEOMETRY, AND CONFIGURATIONS AND FINISH OF ACCESS HOLES OBSERVE AISC 360, CHAPTER N - - REVIEW MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AND WELDING PROCEDURE SPECIFICATIONS PERFORM AISC 360, CHAPTER N - PRIOR TO WELDING - PRIOR TO FABRICATION OR ERECTION PERFORM AISC 360, CHAPTER N REVIEW MATERIAL TEST REPORTS AND CERTIFICATIONS FOR STRUCTURAL STEEL, FASTENERS, ANCHOR RODS, HEADED STUD ANCHORS ITEM INSPECTION TASK STANDARD CRITERIA/REMARKS STRUCTURAL STEEL INSPECTIONS UT - ULTRASONIC TESTING MT - MAGNETIC PARTICLE TESTING PT - PENETRANT TESTING TTT - TENSION THRU THICKNESS, SEE STR STEEL TESTING - SHEAR CONNECTOR, HEADED ANCHOR STUDS, DEFORMED ANCHOR STUDS, THREADED STUDS 2 BEND TESTS AT START OF EACH SHIFT, 1% BEND TEST, 100% RING TEST AWS D1.1 SECTION 7 BEND TEST: PER AWS D1.1 BENT STUD (TORQUE TEST FOR THREADED STUDS) ACCEPTANCE CRITERIA. RING TEST: STRIKE WITH HAMMER. IF THE STUD RINGS, STUD IS ACCEPTABLE. IF STUD DOES NOT RING, PERFORM BEND TEST - THERMALLY CUT SURFACES OF BEAM COPES AND ACCESS HOLES WHEN MATERIAL THICKNESS EXCEEDS 2 INCHES 100% MT OR PT - - COMPLETE JOINT PENETRATION GROOVE WELDS FOR MATERIAL 5/16" THICK AND GREATER 10% UT FREQUENCY SHALL BE INCREASED SHOULD THE REJECT RATE EXCEED 5% FOR AN INDIVIDUAL WELDER, IN ACCORDANCE WITH AISC 360, CHAPTER N. WELDING ITEM FREQUENCY STANDARD CRITERIA/REMARKS STRUCTURAL STEEL TESTING NO ISSUE DATE 03/20/2018 04/20/18 SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2011DESIGNERS:DATE PRINTED:MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents.The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party.PROJECT NO: DATE:3/16/2018 7:35:22 PMC:\Proj\MS16.0750.S.02 - Enzian Condominium Repairs -RS17_bestrich.rvtSP3ENZIAN CONDOMINIUMS REPAIRS707 WEST LIONSHEAD CIRCLEVAIL, COLORADOJOINT SEALANT SPECIFICATIONKMSM PD MS16.0750.S.02 MS16.0750.S.02 06/21/17 SM1)PART 1 - GENERAL 1A)SUMMARY -SECTION INCLUDES: -----SILICONE JOINT SEALANTS -----URETHANE JOINT SEALANTS 1B)ABBREVIATIONS - GRADE: -----NS = NON-SAG -----P = POURABLE (SELF-LEVELING) - TYPE: -----S = SINGLE COMPONENT -----M = MULTI COMPONENT -USE: -----NT = NON-TRAFFIC -----T = TRAFFIC -CLASS = MOVEMENT -----EXAMPLE: 100/50 WITH 1 JOINT CAN EXPAND TO 2 AND CONTRACT TO ½ 1C)PRECONSTRUCTION TESTING -PRECONSTRUCTION COMPATIBILITY AND ADHESION TESTING: SUBMIT TO JOINT- SEALANT MANUFACTURERS, FOR TESTING INDICATED BELOW, SAMPLES OF MATERIALS THAT WILL CONTACT OR AFFECT JOINT SEALANTS. -USE ASTM C 1087 TO DETERMINE WHETHER PRIMING AND OTHER SPECIFIC JOINT PREPARATION TECHNIQUES ARE REQUIRED TO OBTAIN RAPID, OPTIMUM ADHESION OF JOINT SEALANTS TO JOINT SUBSTRATES. -SCHEDULE SUFFICIENT TIME FOR TESTING AND ANALYZING RESULTS TO PREVENT DELAYING THE WORK. -FOR MATERIALS FAILING TESTS, OBTAIN JOINT-SEALANT MANUFACTURER'S WRITTEN INSTRUCTIONS FOR CORRECTIVE MEASURES INCLUDING USE OF SPECIALLY FORMULATED PRIMERS. -TESTING WILL NOT BE REQUIRED IF JOINT-SEALANT MANUFACTURERS SUBMIT JOINT PREPARATION DATA THAT ARE BASED ON PREVIOUS TESTING, NOT OLDER THAN 24 MONTHS, OF SEALANT PRODUCTS FOR ADHESION TO, AND COMPATIBILITY WITH, JOINT SUBSTRATES AND OTHER MATERIALS MATCHING THOSE SUBMITTED. -PRECONSTRUCTION FIELD-ADHESION TESTING: BEFORE INSTALLING SEALANTS, FIELD TEST THEIR ADHESION TO PROJECT JOINT SUBSTRATES AS FOLLOWS: -LOCATE TEST JOINTS WHERE INDICATED ON PROJECT OR, IF NOT INDICATED, AS DIRECTED BY ENGINEER. -CONDUCT FIELD TESTS FOR EACH APPLICATION INDICATED BELOW: -EACH KIND OF SEALANT AND JOINT SUBSTRATE INDICATED. -NOTIFY ENGINEER SEVEN DAYS IN ADVANCE OF DATES AND TIMES WHEN TEST JOINTS WILL BE ERECTED. -ARRANGE FOR TESTS TO TAKE PLACE WITH JOINT-SEALANT MANUFACTURER'S TECHNICAL REPRESENTATIVE PRESENT. -TEST METHOD: TEST JOINT SEALANTS ACCORDING TO METHOD A, FIELD-APPLIED SEALANT JOINT HAND PULL TAB, IN APPENDIX X1 IN ASTM C 1193 OR METHOD A, TAIL PROCEDURE, IN ASTM C 1521. -FOR JOINTS WITH DISSIMILAR SUBSTRATES, VERIFY ADHESION TO EACH SUBSTRATE SEPARATELY; EXTEND CUT ALONG ONE SIDE, VERIFYING ADHESION TO OPPOSITE SIDE. REPEAT PROCEDURE FOR OPPOSITE SIDE. -REPORT WHETHER SEALANT FAILED TO ADHERE TO JOINT SUBSTRATES OR TORE COHESIVELY. INCLUDE DATA ON PULL DISTANCE USED TO TEST EACH KIND OF PRODUCT AND JOINT SUBSTRATE. FOR SEALANTS THAT FAIL ADHESIVELY, RETEST UNTIL SATISFACTORY ADHESION IS OBTAINED. -EVALUATION OF PRECONSTRUCTION FIELD-ADHESION-TEST RESULTS: SEALANTS NOT EVIDENCING ADHESIVE FAILURE FROM TESTING, IN ABSENCE OF OTHER INDICATIONS OF NONCOMPLIANCE WITH REQUIREMENTS, WILL BE CONSIDERED SATISFACTORY. DO NOT USE SEALANTS THAT FAIL TO ADHERE TO JOINT SUBSTRATES DURING TESTING. 1D)ACTION SUBMITTALS -PRODUCT DATA: FOR EACH JOINT-SEALANT PRODUCT INDICATED. -SAMPLES FOR INITIAL SELECTION: MANUFACTURER'S COLOR CHARTS CONSISTING OF STRIPS OF CURED SEALANTS SHOWING THE FULL RANGE OF COLORS AVAILABLE FOR EACH PRODUCT EXPOSED TO VIEW. - SAMPLES FOR VERIFICATION: FOR EACH KIND AND COLOR OF JOINT SEALANT REQUIRED, PROVIDE SAMPLES WITH JOINT SEALANTS IN 1/2-INCH- (13-MM-) WIDE JOINTS FORMED BETWEEN TWO 6-INCH- (150-MM-) LONG STRIPS OF MATERIAL MATCHING THE APPEARANCE OF EXPOSED SURFACES ADJACENT TO JOINT SEALANTS. 1E)INFORMATIONAL SUBMITTALS -QUALIFICATION DATA: FOR QUALIFIED INSTALLER AND TESTING AGENCY. -PRODUCT CERTIFICATES: FOR EACH KIND OF JOINT SEALANT AND ACCESSORY, FROM MANUFACTURER. -SEALANT, WATERPROOFING, AND RESTORATION INSTITUTE (SWRI) VALIDATION CERTIFICATE: FOR EACH SEALANT SPECIFIED TO BE VALIDATED BY SWRI'S SEALANT VALIDATION PROGRAM. -PRODUCT TEST REPORTS: BASED ON EVALUATION OF COMPREHENSIVE TESTS PERFORMED BY A QUALIFIED TESTING AGENCY, INDICATING THAT SEALANTS COMPLY WITH REQUIREMENTS. -PRECONSTRUCTION COMPATIBILITY AND ADHESION TEST REPORTS: FROM SEALANT MANUFACTURER, INDICATING THE FOLLOWING: -MATERIALS FORMING JOINT SUBSTRATES AND JOINT-SEALANT BACKINGS HAVE BEEN TESTED FOR COMPATIBILITY AND ADHESION WITH JOINT SEALANTS. -INTERPRETATION OF TEST RESULTS AND WRITTEN RECOMMENDATIONS FOR PRIMERS AND SUBSTRATE PREPARATION NEEDED FOR ADHESION. -PRECONSTRUCTION FIELD-ADHESION TEST REPORTS: INDICATE WHICH SEALANTS AND JOINT PREPARATION METHODS RESULTED IN OPTIMUM ADHESION TO JOINT SUBSTRATES BASED ON TESTING SPECIFIED IN "PRECONSTRUCTION TESTING" ARTICLE. -FIELD-ADHESION TEST REPORTS: FOR EACH SEALANT APPLICATION TESTED. -WARRANTIES: SAMPLE OF SPECIAL WARRANTIES. 1F)QUALITY ASSURANCE -INSTALLER QUALIFICATIONS: MANUFACTURER'S AUTHORIZED REPRESENTATIVE WHO IS TRAINED AND APPROVED FOR INSTALLATION OF UNITS REQUIRED FOR THIS PROJECT. -SOURCE LIMITATIONS: OBTAIN EACH KIND OF JOINT SEALANT FROM SINGLE SOURCE FROM SINGLE MANUFACTURER. -PRODUCT TESTING: TEST JOINT SEALANTS USING A QUALIFIED TESTING AGENCY. -TESTING AGENCY QUALIFICATIONS: AN INDEPENDENT TESTING AGENCY QUALIFIED ACCORDING TO ASTM C 1021 TO CONDUCT THE TESTING INDICATED. -TEST ACCORDING TO SWRI'S SEALANT VALIDATION PROGRAM FOR COMPLIANCE WITH REQUIREMENTS SPECIFIED BY REFERENCE TO ASTM C 920 FOR ADHESION AND COHESION UNDER CYCLIC MOVEMENT, ADHESION-IN-PEEL, AND INDENTATION HARDNESS. -MOCKUPS: CRATE MOCK UP OF ASSEMBLY WITH SEALANT. USE MATERIALS AND INSTALLATION METHODS SPECIFIED IN THIS SECTION. -PREINSTALLATION CONFERENCE: CONDUCT CONFERENCE AT PROJECT SITE. 1G)PROJECT CONDITIONS -DO NOT PROCEED WITH INSTALLATION OF JOINT SEALANTS UNDER THE FOLLOWING CONDITIONS: -WHEN AMBIENT AND SUBSTRATE TEMPERATURE CONDITIONS ARE OUTSIDE LIMITS PERMITTED BY JOINT-SEALANT MANUFACTURER OR ARE BELOW 40 DEG F (5 DEG C). -WHEN JOINT SUBSTRATES ARE WET. -WHERE JOINT WIDTHS ARE LESS THAN THOSE ALLOWED BY JOINT-SEALANT MANUFACTURER FOR APPLICATIONS INDICATED. - WHERE CONTAMINANTS CAPABLE OF INTERFERING WITH ADHESION HAVE NOT YET BEEN REMOVED FROM JOINT SUBSTRATES. 1H)WARRANTY -SPECIAL INSTALLER'S WARRANTY: MANUFACTURER'S STANDARD FORM IN WHICH INSTALLER AGREES TO REPAIR OR REPLACE JOINT SEALANTS THAT DO NOT COMPLY WITH PERFORMANCE AND OTHER REQUIREMENTS SPECIFIED IN THIS SECTION WITHIN SPECIFIED WARRANTY PERIOD. -WARRANTY PERIOD: TWO (2) YEARS FROM DATE OF SUBSTANTIAL COMPLETION FOR SILICONE SEALANTS. -SPECIAL MANUFACTURER'S WARRANTY: MANUFACTURER'S STANDARD FORM IN WHICH JOINT-SEALANT MANUFACTURER AGREES TO FURNISH JOINT SEALANTS TO REPAIR OR REPLACE THOSE THAT DO NOT COMPLY WITH PERFORMANCE AND OTHER REQUIREMENTS SPECIFIED IN THIS SECTION WITHIN SPECIFIED WARRANTY PERIOD. -WARRANTY PERIOD: TEN (10) YEARS FROM DATE OF SUBSTANTIAL COMPLETION FOR SILICONE SEALANTS. -SPECIAL WARRANTIES SPECIFIED IN THIS ARTICLE EXCLUDE DETERIORATION OR FAILURE OF JOINT SEALANTS FROM THE FOLLOWING: -MOVEMENT OF THE STRUCTURE CAUSED BY STRUCTURAL SETTLEMENT OR ERRORS ATTRIBUTABLE TO DESIGN OR CONSTRUCTION RESULTING IN STRESSES ON THE SEALANT EXCEEDING SEALANT MANUFACTURER'S WRITTEN SPECIFICATIONS FOR SEALANT ELONGATION AND COMPRESSION. -DISINTEGRATION OF JOINT SUBSTRATES FROM NATURAL CAUSES EXCEEDING DESIGN SPECIFICATIONS. -MECHANICAL DAMAGE CAUSED BY INDIVIDUALS, TOOLS, OR OTHER OUTSIDE AGENTS. -CHANGES IN SEALANT APPEARANCE CAUSED BY ACCUMULATION OF DIRT OR OTHER ATMOSPHERIC CONTAMINANTS. 2)PART 2 - PRODUCTS 2A)MATERIALS, GENERAL - COMPATIBILITY: PROVIDE JOINT SEALANTS, BACKINGS, AND OTHER RELATED MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND WITH JOINT SUBSTRATES UNDER CONDITIONS OF SERVICE AND APPLICATION, AS DEMONSTRATED BY JOINT-SEALANT MANUFACTURER, BASED ON TESTING AND FIELD EXPERIENCE. -LIQUID-APPLIED JOINT SEALANTS: COMPLY WITH ASTM C 920 AND OTHER REQUIREMENTS INDICATED FOR EACH LIQUID-APPLIED JOINT SEALANT SPECIFIED, INCLUDING THOSE REFERENCING ASTM C 920 CLASSIFICATIONS FOR TYPE, GRADE, CLASS, AND USES RELATED TO EXPOSURE AND JOINT SUBSTRATES. -SUITABILITY FOR IMMERSION IN LIQUIDS. WHERE SEALANTS ARE INDICATED FOR USE I FOR JOINTS THAT WILL BE CONTINUOUSLY IMMERSED IN LIQUIDS, PROVIDE PRODUCTS THAT HAVE UNDERGONE TESTING ACCORDING TO ASTM C 1247. LIQUID USED FOR TESTING SEALANTS IS DEIONIZED WATER, UNLESS OTHERWISE INDICATED. -STAIN-TEST-RESPONSE CHARACTERISTICS: WHERE SEALANTS ARE SPECIFIED TO BE NONSTAINING TO POROUS SUBSTRATES, PROVIDE PRODUCTS THAT HAVE UNDERGONE TESTING ACCORDING TO ASTM C 1248 AND HAVE NOT STAINED POROUS JOINT SUBSTRATES INDICATED FOR PROJECT. -COLORS OF EXPOSED JOINT SEALANTS: AS SELECTED BY HOA FROM MANUFACTURER'S FULL RANGE. 2B)SILICONE JOINT SEALANTS -SINGLE-COMPONENT, NONSAG, NEUTRAL-CURING SILICONE JOINT SEALANT: ASTM C 920, TYPE S, GRADE NS, CLASS 100/50, FOR USE NT. -PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: -----DOW CORNING CORPORATION; 790 OR NS PARKING STRUCTURE SEALANT. -----GE ADVANCED MATERIALS - SILICONES; SILPRUF LM SCS2700. -----MAY NATIONAL ASSOCIATES, INC.; BONDAFLEX SIL 290 OR BONDAFLEX SIL 728 NS. -----PECORA CORPORATION; 301 NS, 311 NS, 890 OR 890FTS. -----SIKA CORPORATION, CONSTRUCTION PRODUCTS DIVISION; SIKASIL-C990. -----TREMCO INCORPORATED; SPECTREM 1OR SPECTREM 800. -SINGLE-COMPONENT, NONSAG, NEUTRAL-CURING SILICONE JOINT SEALANT: ASTM C 920, TYPE S, GRADE NS, CLASS 50, FOR USE NT. -PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: -----DOW CORNING CORPORATION; 756 SMS, 791 OR 795. -----GE ADVANCED MATERIALS - SILICONES; SILGLAZE II SCS2800, SILPRUF NB SCS9000, SILPRUF SCS2000, OR ULTRAPRUF II SCS2900. -----MAY NATIONAL ASSOCIATES, INC.; BONDAFLEX SIL 295. -----PECORA CORPORATION; 864, 895, OR 898. -----POLYMERIC SYSTEMS, INC.; PSI-641. -----SIKA CORPORATION, CONSTRUCTION PRODUCTS DIVISION; SIKASIL-C995. -----TREMCO INCORPORATED; SPECTREM 2 OR SPECTREM 3. 2C)URETHANE JOINT SEALANTS -SINGLE-COMPONENT, NONSAG, URETHANE JOINT SEALANT: ASTM C 920, TYPE S, GRADE NS, CLASS 100/50, FOR USE NT. -PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: -----SIKA CORPORATION, CONSTRUCTION PRODUCTS DIVISION; SIKAFLEX - 15LM. -----TREMCO INCORPORATED; VULKEM 921 DYMONIC FC. -SINGLE-COMPONENT, NONSAG, URETHANE JOINT SEALANT: ASTM C 920, TYPE S, GRADE NS, CLASS 25, FOR USE NT. -PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: -----BASF BUILDING SYSTEMS; MASTERSEAL NP 1, MASTERSEAL TX 1, MASTERSEAL CR 195. -----PACIFIC POLYMERS INTERNATIONAL, INC.; ELASTO-THANE 230 TYPE II. -----PECORA CORPORATION; DYNATROL I-XL. -----SIKA CORPORATION, CONSTRUCTION PRODUCTS DIVISION; SIKAFLEX - 1A. -----TREMCO INCORPORATED; DYMONIC VULKEM 116. -MULTICOMPONENT, NONSAG, URETHANE JOINT SEALANT: ASTM C 920, TYPE M, GRADE NS, CLASS 25, FOR USE NT. -PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: -----BASF BUILDING SYSTEMS; MASTERSEAL NP 2. -----BOSTIK, INC.; CHEM-CALK 500. -----MAY NATIONAL ASSOCIATES, INC.; BONDAFLEX PUR 2 NS. -----PECORA CORPORATION; DYNATRED. -----SIKA CORPORATION, CONSTRUCTION PRODUCTS DIVISION; SIKAFLEX - 2C NS SIKAFLEX - 2C EZ MIX. -----TREMCO INCORPORATED; VULKEM 227. -MULTICOMPONENT, NONSAG, TRAFFIC-GRADE, URETHANE JOINT SEALANT: ASTM C 920, TYPE M, GRADE NS, CLASS 25, FOR USE T. -PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: -----BASF BUILDING SYSTEMS; MASTERSEAL NP 2. -----LYMTAL INTERNATIONAL, INC.; ISO-FLEX 885 SG. -----MAY NATIONAL ASSOCIATES, INC.; BONDAFLEX PUR 2 NS. -----PECORA CORPORATION; DYNATRED. -----SIKA CORPORATION, CONSTRUCTION PRODUCTS DIVISION; SIKAFLEX - 2C NS SIKAFLEX - 2C EZ MIX. -----TREMCO INCORPORATED; VULKEM 227. 2D)JOINT SEALANT BACKING -GENERAL: PROVIDE SEALANT BACKINGS OF MATERIAL THAT ARE NONSTAINING; ARE COMPATIBLE WITH JOINT SUBSTRATES, SEALANTS, PRIMERS, AND OTHER JOINT FILLERS; AND ARE APPROVED FOR APPLICATIONS INDICATED BY SEALANT MANUFACTURER BASED ON FIELD EXPERIENCE AND LABORATORY TESTING. -CYLINDRICAL SEALANT BACKINGS: ASTM C 1330, TYPE C (CLOSED-CELL MATERIAL WITH A SURFACE SKIN), AND OF SIZE AND DENSITY TO CONTROL SEALANT DEPTH AND OTHERWISE CONTRIBUTE TO PRODUCING OPTIMUM SEALANT PERFORMANCE. -BOND-BREAKER TAPE: POLYETHYLENE TAPE OR OTHER PLASTIC TAPE RECOMMENDED BY SEALANT MANUFACTURER FOR PREVENTING SEALANT FROM ADHERING TO RIGID, INFLEXIBLE JOINT-FILLER MATERIALS OR JOINT SURFACES AT BACK OF JOINT. PROVIDE SELF-ADHESIVE TAPE WHERE APPLICABLE. 2E)MISCELLANEOUS MATERIALS -PRIMER: MATERIAL RECOMMENDED BY JOINT-SEALANT MANUFACTURER WHERE REQUIRED FOR ADHESION OF SEALANT TO JOINT SUBSTRATES INDICATED, AS DETERMINED FROM PRECONSTRUCTION JOINT-SEALANT-SUBSTRATE TESTS AND FIELD TESTS. -CLEANERS FOR NONPOROUS SURFACES: CHEMICAL CLEANERS ACCEPTABLE TO MANUFACTURERS OF SEALANTS AND SEALANT BACKING MATERIALS, FREE OF OILY RESIDUES OR OTHER SUBSTANCES CAPABLE OF STAINING OR HARMING JOINT SUBSTRATES AND ADJACENT NONPOROUS SURFACES IN ANY WAY, AND FORMULATED TO PROMOTE OPTIMUM ADHESION OF SEALANTS TO JOINT SUBSTRATES. -MASKING TAPE: NONSTAINING, NONABSORBENT MATERIAL COMPATIBLE WITH JOINT SEALANTS AND SURFACES ADJACENT TO JOINTS. 3)PART 3 - EXECUTION 3A)EXAMINATION -EXAMINE JOINTS INDICATED TO RECEIVE JOINT SEALANTS, WITH INSTALLER PRESENT, FOR COMPLIANCE WITH REQUIREMENTS FOR JOINT CONFIGURATION, INSTALLATION TOLERANCES, AND OTHER CONDITIONS AFFECTING JOINT-SEALANT PERFORMANCE. -PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 3B)PREPARATION -SURFACE CLEANING OF JOINTS: CLEAN OUT JOINTS IMMEDIATELY BEFORE INSTALLING JOINT SEALANTS TO COMPLY WITH JOINT-SEALANT MANUFACTURER'S WRITTEN INSTRUCTIONS AND THE FOLLOWING REQUIREMENTS: -REMOVE ALL FOREIGN MATERIAL FROM JOINT SUBSTRATES THAT COULD INTERFERE WITH ADHESION OF JOINT SEALANT, INCLUDING DUST, PAINTS (EXCEPT FOR PERMANENT, PROTECTIVE COATINGS TESTED AND APPROVED FOR SEALANT ADHESION AND COMPATIBILITY BY SEALANT MANUFACTURER), OLD JOINT SEALANTS, OIL, GREASE, WATERPROOFING, WATER REPELLENTS, WATER, SURFACE DIRT, AND FROST. -CLEAN POROUS JOINT SUBSTRATE SURFACES BY BRUSHING, GRINDING, MECHANICAL ABRADING, OR A COMBINATION OF THESE METHODS TO PRODUCE A CLEAN, SOUND SUBSTRATE CAPABLE OF DEVELOPING OPTIMUM BOND WITH JOINT SEALANTS. REMOVE LOOSE PARTICLES REMAINING AFTER CLEANING OPERATIONS ABOVE BY VACUUMING OR BLOWING OUT JOINTS WITH OIL-FREE COMPRESSED AIR. POROUS JOINT SUBSTRATES INCLUDE THE FOLLOWING: -----CONCRETE. -----EXTERIOR INSULATION AND FINISH SYSTEMS. -----REMOVE LAITANCE AND FORM-RELEASE AGENTS FROM CONCRETE. -CLEAN NONPOROUS JOINT SUBSTRATE SURFACES WITH CHEMICAL CLEANERS OR OTHER MEANS THAT DO NOT STAIN, HARM SUBSTRATES, OR LEAVE RESIDUES CAPABLE OF INTERFERING WITH ADHESION OF JOINT SEALANTS. NONPOROUS JOINT SUBSTRATES INCLUDE THE FOLLOWING: -----METAL. -----GLASS. -JOINT PRIMING: PRIME JOINT SUBSTRATES WHERE RECOMMENDED BY JOINT-SEALANT MANUFACTURER OR AS INDICATED BY PRECONSTRUCTION JOINT-SEALANT-SUBSTRATE TESTS OR PRIOR EXPERIENCE. APPLY PRIMER TO COMPLY WITH JOINT-SEALANT MANUFACTURER'S WRITTEN INSTRUCTIONS. CONFINE PRIMERS TO AREAS OF JOINT- SEALANT BOND; DO NOT ALLOW SPILLAGE OR MIGRATION ONTO ADJOINING SURFACES. -MASKING TAPE: USE MASKING TAPE WHERE REQUIRED TO PREVENT CONTACT OF SEALANT OR PRIMER WITH ADJOINING SURFACES THAT OTHERWISE WOULD BE PERMANENTLY STAINED OR DAMAGED BY SUCH CONTACT OR BY CLEANING METHODS REQUIRED TO REMOVE SEALANT SMEARS. REMOVE TAPE IMMEDIATELY AFTER TOOLING WITHOUT DISTURBING JOINT SEAL. 3C)INSTALLATION OF JOINT SEALANTS -GENERAL: COMPLY WITH JOINT-SEALANT MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS FOR PRODUCTS AND APPLICATIONS INDICATED, UNLESS MORE STRINGENT REQUIREMENTS APPLY. -SEALANT INSTALLATION STANDARD: COMPLY WITH RECOMMENDATIONS IN ASTM C 1193 FOR USE OF JOINT SEALANTS AS APPLICABLE TO MATERIALS, APPLICATIONS, AND CONDITIONS INDICATED. -INSTALL SEALANT BACKINGS OF KIND INDICATED TO SUPPORT SEALANTS DURING APPLICATION AND AT POSITION REQUIRED TO PRODUCE CROSS-SECTIONAL SHAPES AND DEPTHS OF INSTALLED SEALANTS RELATIVE TO JOINT WIDTHS THAT ALLOW OPTIMUM SEALANT MOVEMENT CAPABILITY. -DO NOT LEAVE GAPS BETWEEN ENDS OF SEALANT BACKINGS. -DO NOT STRETCH, TWIST, PUNCTURE, OR TEAR SEALANT BACKINGS. -REMOVE ABSORBENT SEALANT BACKINGS THAT HAVE BECOME WET BEFORE SEALANT APPLICATION AND REPLACE THEM WITH DRY MATERIALS. -INSTALL BOND-BREAKER TAPE BEHIND SEALANTS WHERE SEALANT BACKINGS ARE NOT USED BETWEEN SEALANTS AND BACKS OF JOINTS. -INSTALL SEALANTS USING PROVEN TECHNIQUES THAT COMPLY WITH THE FOLLOWING AND AT THE SAME TIME BACKINGS ARE INSTALLED: -PLACE SEALANTS SO THEY DIRECTLY CONTACT AND FULLY WET JOINT SUBSTRATES. -COMPLETELY FILL RECESSES IN EACH JOINT CONFIGURATION. -PRODUCE UNIFORM, CROSS-SECTIONAL SHAPES AND DEPTHS RELATIVE TO JOINT WIDTHS THAT ALLOW OPTIMUM SEALANT MOVEMENT CAPABILITY. -TOOLING OF NONSAG SEALANTS: IMMEDIATELY AFTER SEALANT APPLICATION AND BEFORE SKINNING OR CURING BEGINS, TOOL SEALANTS ACCORDING TO REQUIREMENTS SPECIFIED IN SUBPARAGRAPHS BELOW TO FORM SMOOTH, UNIFORM BEADS OF CONFIGURATION INDICATED; TO ELIMINATE AIR POCKETS; AND TO ENSURE CONTACT AND ADHESION OF SEALANT WITH SIDES OF JOINT. -REMOVE EXCESS SEALANT FROM SURFACES ADJACENT TO JOINTS. -USE TOOLING AGENTS THAT ARE APPROVED IN WRITING BY SEALANT MANUFACTURER AND THAT DO NOT DISCOLOR SEALANTS OR ADJACENT SURFACES. -PROVIDE CONCAVE JOINT PROFILE PER FIGURE 8A IN ASTM C 1193, UNLESS OTHERWISE INDICATED. 3D)FIELD QUALITY CONTROL -FIELD-ADHESION TESTING: FIELD TEST JOINT-SEALANT ADHESION TO JOINT SUBSTRATES AS FOLLOWS: -EXTENT OF TESTING: TEST COMPLETED AND CURED SEALANT JOINTS AS FOLLOWS: -PERFORM 10 TESTS FOR THE FIRST 500 FEET OF JOINT LENGTH FOR EACH KIND OF SEALANT AND JOINT SUBSTRATE. -PERFORM 1 TEST FOR EACH 500 FEET OF JOINT LENGTH THEREAFTER OR 1 TEST PER EACH FLOOR PER ELEVATION. -TEST METHOD: TEST JOINT SEALANTS ACCORDING TO METHOD A, FIELD-APPLIED SEALANT JOINT HAND PULL TAB, IN APPENDIX X1 IN ASTM C 1193 OR METHOD A, TAIL PROCEDURE, IN ASTM C 1521. -FOR JOINTS WITH DISSIMILAR SUBSTRATES, VERIFY ADHESION TO EACH SUBSTRATE SEPARATELY; EXTEND CUT ALONG ONE SIDE, VERIFYING ADHESION TO OPPOSITE SIDE. REPEAT PROCEDURE FOR OPPOSITE SIDE. -INSPECT TESTED JOINTS AND REPORT ON THE FOLLOWING: -----WHETHER SEALANTS FILLED JOINT CAVITIES AND ARE FREE OF VOIDS. -----WHETHER SEALANT DIMENSIONS AND CONFIGURATIONS COMPLY WITH SPECIFIED REQUIREMENTS. -----WHETHER SEALANTS IN JOINTS CONNECTED TO PULLED-OUT PORTION FAILED TO ADHERE TO JOINT SUBSTRATES OR TORE COHESIVELY. INCLUDE DATA ON PULL DISTANCE USED TO TEST EACH KIND OF PRODUCT AND JOINT SUBSTRATE. COMPARE THESE RESULTS TO DETERMINE IF ADHESION PASSES SEALANT MANUFACTURER'S FIELD-ADHESION HAND- PULL TEST CRITERIA. -----RECORD TEST RESULTS IN A FIELD-ADHESION-TEST LOG. INCLUDE DATES WHEN SEALANTS WERE INSTALLED, NAMES OF PERSONS WHO INSTALLED SEALANTS, TEST DATES, TEST LOCATIONS, WHETHER JOINTS WERE PRIMED, ADHESION RESULTS AND PERCENT ELONGATIONS, SEALANT FILL, SEALANT CONFIGURATION, AND SEALANT DIMENSIONS. -REPAIR SEALANTS PULLED FROM TEST AREA BY APPLYING NEW SEALANTS FOLLOWING SAME PROCEDURES USED ORIGINALLY TO SEAL JOINTS. ENSURE THAT ORIGINAL SEALANT SURFACES ARE CLEAN AND THAT NEW SEALANT CONTACTS ORIGINAL SEALANT. -EVALUATION OF FIELD-ADHESION TEST RESULTS: SEALANTS NOT EVIDENCING ADHESIVE FAILURE FROM TESTING OR NONCOMPLIANCE WITH OTHER INDICATED REQUIREMENTS WILL BE CONSIDERED SATISFACTORY. REMOVE SEALANTS THAT FAIL TO ADHERE TO JOINT SUBSTRATES DURING TESTING OR TO COMPLY WITH OTHER REQUIREMENTS. RETEST FAILED APPLICATIONS UNTIL TEST RESULTS PROVE SEALANTS COMPLY WITH INDICATED REQUIREMENTS.3.5 CLEANING -CLEAN OFF EXCESS SEALANT OR SEALANT SMEARS ADJACENT TO JOINTS AS THE WORK PROGRESSES BY METHODS AND WITH CLEANING MATERIALS APPROVED IN WRITING BY MANUFACTURERS OF JOINT SEALANTS AND OF PRODUCTS IN WHICH JOINTS OCCUR. 3E)PROTECTION -PROTECT JOINT SEALANTS DURING AND AFTER CURING PERIOD FROM CONTACT WITH CONTAMINATING SUBSTANCES AND FROM DAMAGE RESULTING FROM CONSTRUCTION OPERATIONS OR OTHER CAUSES SO SEALANTS ARE WITHOUT DETERIORATION OR DAMAGE AT TIME OF SUBSTANTIAL COMPLETION. IF, DESPITE SUCH PROTECTION, DAMAGE OR DETERIORATION OCCURS, CUT OUT AND REMOVE DAMAGED OR DETERIORATED JOINT SEALANTS IMMEDIATELY SO INSTALLATIONS WITH REPAIRED AREAS ARE INDISTINGUISHABLE FROM ORIGINAL WORK. JOINT SEALANT SPECIFICATION NO ISSUE DATE 03/20/2018 04/20/18 SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2011DESIGNERS:DATE PRINTED:MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents.The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party.PROJECT NO: DATE:3/16/2018 7:35:22 PMC:\Proj\MS16.0750.S.02 - Enzian Condominium Repairs -RS17_bestrich.rvtSP4ENZIAN CONDOMINIUMS REPAIRS707 WEST LIONSHEAD CIRCLEVAIL, COLORADOTRAFFIC COATING SPECIFICATIONKMSM PD MS16.0750.S.02 MS16.0750.S.02 06/21/17 SMTRAFFIC COATING SPECIFICATION 1) PART 1 - GENERAL 1A)SUMMARY - SECTION INCLUDES: ----- APPLICATION OF HIGH-SOLIDS, FLUID-APPLIED, POLYURETHANE, WATERPROOFING, TRAFFIC-BEARING, MEMBRANE DECK COATING SYSTEM. -----ALL LABOR, MATERIAL AND EQUIPMENT NECESSARY FOR COMPLETION OF ALL REHABILITATION AND APPLICATION OF FLUID APPLIED VEHICULAR TRAFFIC COATING SYSTEM, INCLUDING, BUT NOT NECESSARILY LIMITED TO, THE FOLLOWING: -----PEDESTRIAN RATED TRAFFIC COATING SYSTEM IS TO BE INSTALLED AT THE AREAS INDICATED. -----COORDINATION OF TOP COAT APPLICATIONS WITH ADJACENT WORK. 1B)SUBMITTALS - PRODUCT DATA: INCLUDE MANUFACTURER'S WRITTEN INSTRUCTIONS FOR EVALUATING, PREPARING, AND TREATING SUBSTRATE, TECHNICAL DATA, AND TESTED PHYSICAL AND PERFORMANCE PROPERTIES. WHEN SUBMITTING MANUFACTURERS LITERATURE, HIGHLIGHT ITEMS PERTAINING TO THIS PROJECT. - SHOP DRAWINGS: SHOW LOCATIONS AND EXTENT OF WATERPROOFING. INCLUDE DETAILS FOR SUBSTRATE JOINTS AND CRACKS, SHEET FLASHING, PENETRATIONS, INSIDE AND OUTSIDE CORNERS, TIE-INS TO ADJOINING WATERPROOFING, TERMINATION CONDITIONS AND TAPERED INSULATION LAYOUT AND SLOPES. - INSTALLER CERTIFICATES: SIGNED BY MANUFACTURERS CERTIFYING THAT INSTALLERS COMPLY WITH REQUIREMENTS. - INSTALLER QUALIFICATIONS: MINIMUM OF 5 YEARS EXPERIENCE IN APPLICATION. SUBMIT LIST OF AT LEAST FIVE COMPLETED PROJECTS OF SIMILAR SCOPE AND SIZE. INCLUDE: PROJECT NAME, OWNERS NAME, OWNERS REPRESENTATIVE NAME AND CONTACT INFORMATION, DESCRIPTION OF THE WORK, MATERIALS USED, PROJECT SUPERVISOR, COST OF TRAFFIC-COATING WORK AND TOTAL PROJECT COST. - PRODUCT TEST REPORTS: FROM A QUALIFIED INDEPENDENT TESTING AGENCY INDICATING AND INTERPRETING TEST RESULTS OF WATERPROOFING FOR COMPLIANCE WITH REQUIREMENTS, BASED ON COMPREHENSIVE TESTING OF CURRENT WATERPROOFING FORMULATIONS. - LETTER FROM MANUFACTURER CERTIFYING COMPATIBILITY OF NEW TRAFFIC COATING SYSTEM WITH ACCESSORIES, CONTACTING MATERIALS. MANUFACTURER SHALL ISSUE CERTIFICATE OF COMPLIANCE INDICATING THEIR ACCEPTANCE OF WORK IN PLACE. - MAINTENANCE MANUAL: SUBMIT ONE MAINTENANCE MANUAL, IDENTIFIED WITH PROJECT NAME, LOCATION, DATE, TYPE OF TRAFFIC COATING SYSTEM APPLIED, AND SURFACE TO WHICH SYSTEM WAS APPLIED. INCLUDE RECOMMENDATIONS FOR PERIODIC INSPECTIONS, CARE AND MAINTENANCE. IDENTIFY COMMON CAUSES OF DAMAGE WITH INSTRUCTIONS FOR TEMPORARY PATCHING UNTIL PERMANENT REPAIR CAN BE MADE. - WARRANTY: SUBMIT SAMPLE WARRANTY WITH BID. SUBMIT TWO COPIES OF WRITTEN WARRANTY AFTER INSTALLATION. 1C)QUALITY ASSURANCE - INSTALLER QUALIFICATIONS: A QUALIFIED INSTALLER WHO IS AUTHORIZED, APPROVED, OR LICENSED TO INSTALL WATERPROOFING MANUFACTURER'S PRODUCTS; AND WHO IS ELIGIBLE TO RECEIVE WATERPROOFING WARRANTY SPECIFIED. INSTALLER TO HAVE 5 YEARS EXPERIENCE MINIMUM. - SOURCE LIMITATIONS: OBTAIN MATERIALS AND ACCESSORIES THROUGH ONE SOURCE FROM A SINGLE MANUFACTURER. - MOCK UP: MAKE A 4 FOOT BY 4 FOOT SAMPLE OF EACH SYSTEM TO BE INSTALLED AT JOB SITE, AT LOCATION DESIGNATED BY OWNER. SAMPLE SHALL DEMONSTRATE SURFACE PREPARATION, JOINT & CRACK TREATMENT, COLOR, TEXTURE, AND FINISH OF INSTALLED SYSTEM. OBTAIN OWNER'S APPROVAL OF MOCK-UP PRIOR TO PROCEEDING WITH APPLICATION AT AREAS SHOWN ON PLAN. -----MANUFACTURER'S REPRESENTATIVE SHALL BE PRESENT DURING MOCKUP AND MUST DIRECT APPROPRIATE CHANGES IN METHODS AND MATERIALS. FINAL SAMPLE INSTALLATION MUST BE APPROVED BY TECHNICAL REPRESENTATIVE. -----APPROVED MOCKUPS MAY BECOME PART OF THE COMPLETED WORK IF UNDISTURBED AT TIME OF SUBSTANTIAL COMPLETION. - PREINSTALLATION CONFERENCE: CONDUCT CONFERENCE AT PROJECT SITE. REVIEW REQUIREMENTS FOR COATING, INCLUDING SURFACE PREPARATION SPECIFIED UNDER OTHER SECTION, SUBSTRATE CONDITION AND PRETREATMENT, MINIMUM CURING PERIOD, FORECASTED WEATHER CONDITIONS, SPECIAL DETAILS AND SHEET FLASHING, INSTALLATION PROCEDURES, TESTING AND INSPECTION PROCEDURES, AND PROTECTION AND REPAIRS. 1D)DELIVERY, STORAGE, AND HANDLING - DELIVER MATERIALS TO JOB SITE IN SEALED, UNDAMAGED CONTAINERS. IDENTIFY EACH CONTAINER WITH MATERIAL NAME, DATE OF MANUFACTURE, AND LOT NUMBER. PROVIDE SPECIFICATIONS ON REQUIRED MAINTENANCE DURING WARRANTEE PERIOD. - STORE MATERIALS IN THEIR ORIGINAL UNDAMAGED CONTAINERS IN A CLEAN, DRY, PROTECTED LOCATION AND WITHIN THE TEMPERATURE RANGE REQUIRED BY WATERPROOFING MANUFACTURER. 1E)PROJECT CONDITIONS - FIELD-VERIFIED ALL DIMENSIONS AND EXISTING DETAILS PRIOR TO BIDDING AND ACQUISITION OR INSTALLATION OF MATERIALS. NOTIFY THE ENGINEER OF ANY EXISTING CONDITION FOUND TO BE DIFFERENT THAN AS INDICATED IN THE CONTRACT DOCUMENTS. ENGINEER SHALL REVIEW THE CONDITION AND INFORM CONTRACTOR OF NECESSARY CHANGES, IF NECESSARY. - INSTALL COATING MATERIALS IN STRICT ACCORDANCE WITH ALL SAFETY AND WEATHER CONDITIONS REQUIRED BY MANUFACTURER, PRODUCT LITERATURE, MATERIAL SAFETY DATA SHEETS, OR LOCAL, STATE, AND FEDERAL RULES AND REGULATIONS. - ENVIRONMENTAL CONDITIONS: APPLY TRAFFIC COATING MATERIALS ONLY WHEN: -----SUBSTRATE SURFACE TEMPERATURES ARE ABOVE 40 DEGREES FAHRENHEIT AND LOWER THAN 90 DEGREES FAHRENHEIT. -----DO NOT APPLY IN RAIN OR WHEN RAIN IS EXPECTED WITHIN 24 HOURS. DO NOT APPLY ABOVE 90 DEGREES FAHRENHEIT OR BELOW 40 DEGREES FAHRENHEIT OR WHEN TEMPERATURES ARE EXPECTED TO FALL BELOW 40 DEGREES FAHRENHEIT WITHIN 24 HOURS. -----OPEN FIRES AND SPARK PRODUCING EQUIPMENT ARE NOT AND WILL NOT BE IN APPLICATION AREA UNTIL VAPORS HAVE BEEN DISSIPATED. -----POST "NO SMOKING" SIGNS IN AREA DURING AND FOR AT LEAST EIGHT (8) HOURS FOLLOWING APPLICATION PERIOD. -----PROVIDE AND MAINTAIN VEHICULAR AND PEDESTRIAN BARRICADES AND TRAFFIC CONTROL AT COATING AREAS DURING INSTALLATION AND CURING PERIOD. -----PROVIDE POSITIVE, CONTINUOUSLY SUPPLIED VENTILATION FOR INTERIOR APPLICATIONS THROUGHOUT APPLICATION PERIOD AND EIGHT (8) HOURS THEREAFTER. 1F) WARRANTY - COMPLETED TRAFFIC COATING INSTALLATION SHALL BE GUARANTEED JOINTLY AND SEVERALLY, ON A SINGLE DOCUMENT, BY MANUFACTURER AND APPLICATOR, AGAINST DEFECTS OF MATERIALS AND WORKMANSHIP INCLUDING BUT NOT LIMITED TO WATER TIGHTNESS, COLOR FASTNESS, AND DELAMINATION OF SYSTEM FROM SUBSTRATE, FOR A PERIOD OF FIVE (5) YEARS, NON PRO-RATED, BEGINNING WITH DATE OF SUBSTANTIAL COMPLETION OF THE TRAFFIC COATING SYSTEM. 2) PART 2 - PRODUCTS 2A)PRODUCTS - THE FOLLOWING TRAFFIC COATING SYSTEMS ARE ACCEPTABLE PRODUCTS, PROVIDED CONTRACTOR PROVES COMPATIBILITY WITH EXISTING SYSTEM. -----MASTERSEAL TRAFFIC 2500, MANUFACTURED BY BASF -----SIKALASTIC 720/745 AL WITH ALIPHATIC TOP COAT, MANUFACTURED BY SIKA - TRAFFIC COATING TOP COAT SHALL BE TINTED TO MATCH EXISTING COLOR. CONTRACTOR TO COORDINATE WITH OWNER AND MANUFACTURER. 2B)SUBSTITUTIONS MUST BE APPROVED BY ENGINEER PRIOR TO BID FINALIZATION AND PROJECT AWARD. 2C)RELATED MATERIALS - COMPONENTS AND ACCESSORIES USED WITH TRAFFIC COATING MUST BE CERTIFIED BY TRAFFIC COATING MANUFACTURER AS COMPATIBLE WITH TRAFFIC COATING. - CONCRETE PRIMER, GRIT PRIMER, AND METAL PRIMER SHALL BE THOSE RECOMMENDED BY THE MANUFACTURER OF SYSTEM USED. - BACKER ROD: OPEN CELL BACKER ROD ACCEPTABLE TO MANUFACTURER OF SYSTEM USED. - SEALANT: AS SPECIFIED AND ACCEPTED BY MANUFACTURER OF THE SYSTEM USED. - SHEET FLASHING: PRECURED COMMERCIAL GRADE NEOPRENE. APPLY WITH ADHESIVE RECOMMENDED BY MANUFACTURER OF SYSTEM USED. - FLASHING REINFORCEMENT: WOVEN, UNCOATED FIBERGLASS MESH. - AGGREGATE: AS SPECIFIED BY MANUFACTURER OF THE SYSTEM USED. 3) PART 3 - EXECUTION 3A)EXAMINATION - BEFORE ANY WORK IS STARTED THE APPLICATOR SHALL THOROUGHLY EXAMINE ALL SURFACES FOR ANY DEFICIENCIES. SHOULD ANY DEFICIENCIES EXIST, THE ENGINEER SHALL BE NOTIFIED IN WRITING AND CORRECTIONS MADE. - CONCRETE: VERIFY WORK DONE UNDER OTHER SECTIONS MEETS FOLLOWING REQUIREMENTS: -----CONCRETE DECK SURFACE IS FREE OF RIDGES AND SHARP PROJECTIONS. -----CONCRETE PATCHES HAVE CURED A MINIMUM OF 5 DAYS. CURING METHODS USED ARE COMPATIBLE WITH SURFACE REQUIREMENTS FOR COATING SYSTEM. -----CONCRETE WAS FINISHED BY A POWER OR HAND STEEL TROWEL FOLLOWED BY SOFT HAIR BROOM TO OBTAIN LIGHT TEXTURE OR "SIDEWALK" FINISH. -----DAMAGED AREAS OF CONCRETE DECK HAVE BEEN RESTORED TO MATCH ADJACENT AREAS. USE 100% SOLIDS EPOXY AND SAND FOR FILLING AND LEVELING. -----CONCRETE SURFACES ARE VISIBLY DRY AND PASS A 4-HOUR RUBBER MAT TEST (NO CONDENSATION) PRIOR TO APPLICATION OF COATING SYSTEM. USE BLACK MAT TAPED TO DECK ON ALL EDGES. - TREAT SURFACES OF EXISTING TRAFFIC COATING AND OTHER SUBSTRATES AS REQUIRED BY MANUFACTURER'S APPLICATION INSTRUCTIONS. 3B)PREPARATION - CLEAN AND PREPARE SUBSTRATE IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. REMOVE LAITANCE, LOOSE MATERIAL, GREASE, OIL, AND OTHER CONTAMINANTS WHICH WILL AFFECT THE BOND OF THE COATING. - PREPARE ALL CONCRETE SURFACES BY SHOTBLASTING (NO EXCEPTIONS). SURFACES SHALL BE DRY AND BROOM OR VACUUM CLEANED. CONTRACTOR IS RESPONSIBLE FOR CONTAINMENT AND CLEAN-UP OF BLASTING MEDIA AND DEBRIS. PROVIDE SURFACE PROFILE TO ACHIEVE SPECIFIED ADHESION EQUAL TO ICRI SURFACE PROFILE CSP 3. - LOCATE ANY DEBONDED AREAS BY MEANS SUCH AS CHAIN DRAG. - REPAIR VOIDS AND DELAMINATED AREAS WITH CEMENTITIOUS AND EPOXY PATCHING MATERIALS. - ROUT OR SAW CUT ALL CRACKS AND JOINTS EXCEEDING 1/16 IN. WIDE AND FILL WITH SEALANT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. - ROUT AND/OR CLEAN ALL CONTROL JOINTS AND CONSTRUCTION JOINTS THAT ARE TO BE OVERCOATED BY DECK COATING; REMOVE EXISTING SEALANTS. FILL WITH SEALANT OR MANUFACTURED EXPANSION JOINT COVER. - PROVIDE A 1/4" X 1/4" SAW CUT WHERE COATING SYSTEM IS TERMINATED WITHIN A HORIZONTAL PLANE. - PROTECT ADJACENT SURFACES WITH DROP CLOTHS OR MASKING AS REQUIRED. - COMMENCEMENT OF COATING INSTALLATION IMPLIES ACCEPTANCE OF TOP SURFACE OF SUBSTRATE AS SUITABLE TO ACCEPT TRAFFIC COATING. - TREAT SURFACES OF EXISTING TRAFFIC COATING AND OTHER SUBSTRATES AS REQUIRED BY MANUFACTURER'S APPLICATION INSTRUCTIONS SURFACE PREPARATION 3C)PRIMER AND DETAIL WORK - INSTALL PRIMER PER MANUFACTURER. 3D)DETAIL WORK: - APPLY BASE COAT WITH SPECIFIED MIL WET FILM THICKNESS PER MANUFACTURER OVER ALL FLASHING (SHEET FLASHING, SEALANT COVES AND RIGID CORNERS). EXTEND COATING 3 INCHES MINIMUM BEYOND FLASHING OUT ONTO ADJACENT DECK SURFACE. UNLESS OTHERWISE INDICATED ON DRAWINGS OR WHERE LIMITED BY HEIGHT OF BASE, EXTEND COATING A MINIMUM OF 4 IN. ABOVE THE TOP OF THE FLASHING AND TERMINATE IN A STRAIGHT LINE. USE MASKING TAPE FOR SUCH PURPOSES. - APPLY BASE COAT WITH SPECIFIED MIL WET FILM THICKNESS PER MANUFACTURER FOR A DISTANCE OF 3 INCHES MINIMUM ON EACH SIDE OF ALL CRACKS. - APPLY BASE COAT WITH SPECIFIED MIL WET FILM THICKNESS PER MANUFACTURER FOR A DISTANCE OF 3 INCHES MINIMUM ON EACH SIDE OF ALL EXPANSION JOINTS, CONTROL JOINTS AND CONSTRUCTION JOINTS TO BE COATED. 3E)FLASHINGS - AT PROJECTIONS THROUGH DECK COATINGS WHERE PROJECTIONS ARE STRUCTURALLY AND RIGIDLY CONNECTED TO THE SUBSTRATE, SUCH AS POSTS, VENTS, PIPES, STANCHIONS, RAILINGS, RIGIDLY CONNECTED WALL/SLAB INTERSECTIONS AND SIMILAR SUCH CONNECTED ITEMS HAVING LIMITED MOVEMENT, PROVIDE A 1/2 IN. BEAD OF SEALANT. TOOL SEALANT TO FORM COVE AND ALLOW TO CURE BEFORE OVERCOATING WITH TRAFFIC COATING. - PROVIDE FLUID APPLIED INTEGRAL FLASHINGS AT ALL LOCATIONS WHERE HORIZONTAL SURFACE ABUTS A VERTICAL SURFACE AND AT ALL DECK PENETRATIONS. INSTALL FLUID APPLIED FLASHINGS AT A WET FILM THICKNESS OF 25-30 MILS MIN. USE NON-FLOWING TYPE COATING. SEAL TOP EDGES WATERTIGHT. - AT LOCATIONS OF HIGH POTENTIAL MOVEMENT SUCH AS WALL/SLAB INTERSECTIONS WHICH ARE NOT STRUCTURALLY AND RIGIDLY CONNECTED, PROVIDE 10 IN. MINIMUM WIDTH OF SHEET FLASHING. WHERE SHEET FLASHINGS ARE USED, THEY SHALL BE FREE OR UNBONDED TO SUBSTRATE WITHIN 2 IN. VERTICALLY AND 2 IN. HORIZONTALLY FROM MEETING ANGLE BUT SHALL BE FULLY BONDED FOR NOT LESS THAN 2 IN. ON VERTICAL SURFACE AND 4 IN. ON HORIZONTAL SURFACE. DO NOT USE PRECURED SHEET FLASHINGS OVER EXPANSION JOINTS IN HORIZONTAL SURFACES. SEAL TOP EDGES WATERTIGHT. 3F) APPLICATION - APPLY ALL COATS TO MEET THE WET MIL THICKNESS PER MANUFACTURER. - INTERMEDIATE COATS SHALL BE APPLIED USING THE AGGREGATE TO REFUSAL METHOD. - SUBSTITUTIONS FOR WET MIL THICKNESS WITHIN THE INTERMEDIATE AND TOP COATS ARE ACCEPTABLE PROVIDED THE TOTAL (BASE, INTERMEDIATE(S) AND TOP) WET MIL THICKNESS PER THE MANUFACTURERS DATA SHEET IS MET: - PEDESTRIAN RATED SYSTEMS -----MASTERSEAL TRAFFIC 2500 45 WET MILS TOTAL -----SIKALASTIC 720/745 64 WET MILS TOTAL 3G)FIELD QUALITY CONTROL - MOCK-UP TESTING: PERFORM TWO ADHESION TESTS ON MOCK-UP AND SUBMIT REPORT TO OWNER. NOTIFY ENGINEER AND MANUFACTURER IMMEDIATELY IF LESS THAN 150 PSI. - OWNER WILL ENGAGE QUALIFIED TESTING AGENCY TO PERFORM THE FOLLOWING: -----MOISTURE TESTING: PRIOR TO APPLICATION, MOISTURE TEST SUBSTRATE PER ASTM D4263 AT A MINIMUM OF FIVE LOCATIONS OUTLINED BY ENGINEER. -----ADHESION TESTING: PULL TAB TESTING AT TWO LOCATIONS TO VERIFY ADEQUATE BOND. TEST TO FAILURE AND DOCUMENT. -----VERIFY THICKNESS OF COATING DURING APPLICATION FOR EACH 600 SQ FT OF INSTALLED COATING. -----PREPARE TEST AND INSPECTION REPORTS. - FINAL INSPECTION: -----CONTRACTOR SHALL CHAIN DRAG ALL MEMBRANE AREAS AT THE CONCLUSION OF WORK TO LOCATE ANY DEBONDED AREAS. REMOVE AND REPLACE ALL DEBONDED AREAS. -----ARRANGE FOR MANUFACTURERS TECHNICAL PERSONNEL TO INSPECT INSTALLATION UPON COMPLETION. NOTIFY ENGINEER 48 HOURS IN ADVANCE OF DATE AND TIME OF INSPECTION. 3H)CLEANING - CLEAN STAINS FROM ADJACENT SURFACES WITH CLEANER RECOMMENDED BY MANUFACTURER OF SYSTEM USED. - NOTE: WHEN USING SOLVENTS FOR CLEANUP, EXTINGUISH ALL SOURCES OF IGNITION IN THE AREA AND OBSERVE PROPER PRECAUTIONARY MEASURES FOR HANDLING SUCH MATERIALS. - REMOVE FOREIGN MATTER FROM FINISHED COATING SURFACES. NO ISSUE DATE 03/20/2018 04/20/18 1) PART 1 - GENERAL 1A)SUMMARY - SECTION INCLUDES: -----EPOXY REPAIR MORTAR SYSTEM FOR EXTERIOR APPLICATIONS. 1B)SUBMITTALS - PRODUCT DATA: SUBMIT MANUFACTURER'S TECHNICAL BULLETINS AND MSDS ON EACH PRODUCT. - SUBMIT LIST OF PROJECT REFERENCES AS DOCUMENTED IN THIS SPECIFICATION UNDER QUALITY ASSURANCE ARTICLE. INCLUDE CONTACT NAME AND PHONE NUMBER OF PERSON CHARGED WITH OVERSIGHT OF EACH PROJECT. 1C)QUALITY CONTROL SUBMITTALS: - PROVIDE PROTECTION PLAN OF SURROUNDING AREAS AND NON-CEMENTITIOUS SURFACES. 1D)QUALITY ASSURANCE - QUALIFICATIONS: -----MANUFACTURER QUALIFICATIONS: COMPANY WITH MINIMUM 5 YEARS OF EXPERIENCE IN MANUFACTURING OF SPECIFIED PRODUCTS AND SYSTEMS. -----MANUFACTURER QUALIFICATIONS: COMPANY SHALL BE ISO 9001:2000 CERTIFIED. - APPLICATOR QUALIFICATIONS: -----COMPANY WITH MINIMUM OF 5 YEARS EXPERIENCE IN APPLICATION OF SPECIFIED PRODUCTS AND SYSTEMS ON PROJECTS OF SIMILAR SIZE AND SCOPE, AND IS ACCEPTABLE TO PRODUCT MANUFACTURER. -----SUCCESSFUL COMPLETION OF A MINIMUM OF 5 PROJECTS OF SIMILAR SIZE AND COMPLEXITY TO SPECIFIED WORK. 1E)FIELD SAMPLE - INSTALL AT PROJECT SITE OR PRE-SELECTED AREA OF THE GARAGE A MINIMUM OF 1 CUBIC FOOT, USING SPECIFIED REPAIR MORTAR. APPLY SAMPLE IN STRICT ACCORDANCE WITH MANUFACTURER'S WRITTEN APPLICATION INSTRUCTIONS. MANUFACTURER'S REPRESENTATIVE WILL REVIEW TECHNICAL ASPECTS; SURFACE PREPARATION, REPAIR, AND WORKMANSHIP. FIELD SAMPLE WILL BE STANDARD FOR JUDGING WORKMANSHIP ON REMAINDER OF PROJECT. 1F)DELIVERY, STORAGE, AND HANDLING - DELIVER MATERIALS IN MANUFACTURER'S ORIGINAL, UNOPENED, UNDAMAGED CONTAINERS WITH IDENTIFICATION LABELS INTACT. - STORE IN UNOPENED CONTAINERS AT 60 TO 80 DEGREES F IN CLEAN, DRY CONDITIONS. 1G)PROJECT CONDITIONS - ENVIRONMENTAL REQUIREMENTS: -----ENSURE THAT SUBSTRATE SURFACE AND AMBIENT AIR TEMPERATURE ARE MINIMUM OF 50 DEGREES F AND RISING AT APPLICATION TIME AND REMAIN ABOVE 50 DEGREES F FOR AT LEAST 24 HOURS AFTER APPLICATION. ENSURE THAT FROST OR FROZEN SURFACES ARE THAWED AND DRY. -----DO NOT APPLY MATERIAL IF SNOW, RAIN, FOG, AND MIST ARE ANTICIPATED WITHIN 12 HOURS AFTER APPLICATION. ALLOW SURFACES TO ATTAIN TEMPERATURE AND CONDITIONS SPECIFIED BEFORE PROCEEDING WITH OVERLAY APPLICATION. -----DO NOT APPLY OVER SEALANT JOINTS, CONTROL JOINTS, OR OTHER MATERIALS THAT WILL BE AFFECTED BY SOLVENT. - HOT-WEATHER APPLICATION: -----IN HOT WEATHER, PRECONDITION MATERIALS TO 65 TO 70 DEGREES F BEFORE MIXING AND APPLYING. -----CONTINUOUS MIXES OF 30 GALLONS CAN BE MIXED EVERY 3 MINUTES BUT SHALL BE DUMPED WITHIN 6 MINUTES, BE SPREAD WITHIN 10 MINUTES OF PLACEMENT, AND BROADCAST AGGREGATE WITHIN 20 MINUTES. - COOL-WEATHER APPLICATION: -----APPLICATION CAN PROCEED IN TEMPERATURES AS LOW AS 50 DEGREES F. CONDITION ALL COMPONENTS TO 80 TO 100 DEGREES F BEFORE MIXING AND APPLYING. -----AT 50 DEGREES F, A HAND-OPERATED ROLLER SHALL BE USED TO ENSURE THE AGGREGATE PENETRATES THE COOL RESIN. 2) PART 2 - PRODUCTS 2A)MANUFACTURER'S - SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS FROM THE FOLLOWING MANUFACTURER: -----BASF BUILDING SYSTEMS, 889 VALLEY PARK DRIVE, SHAKOPEE, MN 55379 -----SIKA CORPORATION, 201 POLITO AVENUE, LYNDHURST, NJ 07071 2B)SUBSTITUTIONS: - SUBMIT TO ENGINEER FOR APPROVAL. - SPECIFICATIONS AND DRAWINGS ARE BASED ON MANUFACTURER'S PROPRIETARY LITERATURE FROM BASF BUILDING SYSTEMS. OTHER MANUFACTURERS SHALL COMPLY WITH MINIMUM LEVELS OF MATERIAL, COLOR SELECTION, AND DETAILING INDICATED IN SPECIFICATIONS OR ON DRAWINGS. - ENGINEER WILL BE SOLE JUDGE OF APPROPRIATENESS OF SUBSTITUTIONS. 2C)MATERIALS - OVERLAY: A RAPID-CURING, SKID-RESISTANT, EPOXY-BASED CONCRETE OVERLAY SYSTEM. MIXED WITH AGGREGATE IT IS DESIGNED FOR USE AS A REPAIR MORTAR. -----ACCEPTABLE PRODUCTS: MASTERSEAL 350 BY BASF BUILDING SYSTEMS SIKADUR 22, LOW-MOD BY SIKA CORPORATION -----COLOR: AMBER -----AGGREGATE: AS SPECIFIED BY THE MANUFACTURER OF THE SYSTEM USED. 2D)MIXING - THOROUGHLY MIX EACH COMPONENT SEPARATELY FOR 2 TO 3 MINUTES. - MIX PART A (RESIN) AND PART B (HARDENER) IN PROPER RATIO (1 TO 1 BY VOLUME), USING SLOW- SPEED DRILL (500 RPM) AND PADDLE FOR 2 TO 3 MINUTES. KEEP MIXING PADDLE FULLY SUBMERGED DURING MIXING TO AVOID WHIPPING AIR INTO THE PRODUCT. - BECAUSE OF QUICK CURE RATE OF THIS PRODUCT, DO NOT MIX MORE MATERIAL USABLE WITHIN THE POT LIFE OF 15 TO 25 MINUTES AT 75 DEGREES F. ELEVATED TEMPERATURES DECREASE POT LIFE, AND REDUCED TEMPERATURES INCREASE POT LIFE. - IF PLURAL-COMPONENT SPRAY SYSTEM WILL BE USED, PREHEAT 2 COMPONENTS TO 110 DEGREES 3) PART 3 - EXECUTION 3A)SURFACE PREPARATION - PROTECT ADJACENT WORK AREAS AND FINISH SURFACES FROM DAMAGE DURING SYSTEM APPLICATION. - ENSURE AREA BEING REPAIRED IS STRUCTURALLY SOUND AND FULLY CURED. - CONCRETE PREPARATION: - SHOT BLAST THE SURFACE TO EXPOSE COARSE AGGREGATE AND REMOVE ALL LOOSE MATERIALS. - MEET THE REQUIREMENTS OF ICRI GUIDELINE NO. 03732 STANDARD CSP 4. TO ENSURE PROPER SURFACE PREPARATION, PERFORM DIRECT TENSION TESTING ACCORDANCE WITH ACI 503 APPENDIX A EVERY 4,500 SF. - SAW CUT EDGES OF REPAIR AREAS TO MINIMUM DEPTH OF 1/2 INCH TO AVOID FEATHEREDGING AND TO PROVIDE SQUARE EDGE. BREAK OUT REPAIR AREA TO MINIMUM DEPTH OF 1/2 INCH UP TO SAWN EDGE. - CLEAN SURFACE BY REMOVING DUST, UNSOUND OR CONTAMINATED MATERIAL, OIL, PAINT, GREASES, OR CORROSION DEPOSITS. - DO NOT USE METHOD OF SURFACE PREPARATION THAT COULD DAMAGE CONCRETE. - WHERE BREAKING OUT IS NOT REQUIRED, ROUGHEN SURFACE AND REMOVE LAITANCE BY MECHANICAL MEANS OR HIGH-PRESSURE WATER WASH. REMOVE OIL AND GREASE DEPOSITS BY STEAM CLEANING, DETERGENT SCRUBBING, OR DEGREASING. TO ENSURE OPTIMUM RESULTS, TEST EFFECTIVENESS OF DECONTAMINATION WITH PULL-OFF TEST. 3B)STEEL PREPARATION: - ABRASIVE BLAST STEEL PLATE SUBSTRATES AND CLEAN TO MEET THE REQUIREMENTS OF SSPC- SP10, WITH A MINIMUM 4 MIL PROFILE. IF FLASH RUST APPEARS, THE SURFACE RE-BLAST IS REQUIRED. - REMOVE OXIDATION AND SCALE FROM EXPOSED REINFORCING STEEL PER ICRI TECHNICAL GUIDELINE NO. 03730 GUIDE TO SURFACE PREPARATION FOR THE REPAIR OF DETERIORATED CONCRETE RESULTING FROM REINFORCING STEEL CORROSION. - TO PREVENT FUTURE STEEL CORROSION, COAT PREPARED REINFORCING STEEL WITH MASTERPROTECT P 8100 AP STEEL PRIMER. 3C)APPLICATION - EPOXY REPAIR MORTAR SHALL BE APPLIED IN SINGLE LIFTS UPT TO THICKNESS ALLOWED IN MANUFACTURERS DATA SHEET. - PRECONDITION ALL COMPONENTS TO 70 DEGREES F FOR 24 HOURS BEFORE USING. 3D)PATCHING AND REPAIR BY EPOXY BINDER METHOD: - PRIME THE AREA TO RECEIVE THE EPOXY MORTAR USING NEAT RESIN (PARTS A AND B MIXED BUT WITH NO AGGREGATE). PROVIDE FORMING AS REQUIRED TO PREVENT THE MATERIAL FROM SLUMPING INTO THE JOINT. - SLOWLY ADD UP TO 5 PARTS BY VOLUME OF OVEN DRIED SAND TO 1 PART OF MIXED EPOXY. - PLACE THE EPOXY MORTAR INTO THE REPAIR AREA AND LEVEL WITH A TROWEL OR FLOAT. AVOID OVER WORKING OF THE SURFACE. IF RESIN APPEARS AT THE TOP, CREATING A SLICK FINISH, BROADCAST AGGREGATE TO REFUSAL ONTO LEVELED SURFACE. - ALLOW TIME FOR SUFFICIENT CURING BEFORE REMOVING FORMS, IF APPLICABLE. 3E)OVERLAY BY BROADCAST AGGREGATE METHOD: - SPREAD THE MIXED OVERLAY MATERIAL ONTO THE SUBSTRATE WITH A NOTCHED SQUEEGEE AT A RATE TO ACHIEVE A MINIMUM FINAL THICKNESS OF 40 MILS AT ALL LOCATIONS (APPROX. 40 SF/GALLON OR 2.5 GALLONS/100 SF). PLACE THE EPOXY TO PERMIT A CONTINUOUS OPERATION. APPLY THE SECOND MIX IMMEDIATELY BEHIND THE FIRST MIX. - BEGIN THE AGGREGATE BROADCAST IMMEDIATELY, BUT STOP TO MAINTAIN A WET EDGE. BROADCAST AGGREGATE TO COMPLETE SATURATION (APPROXIMATELY 1.1 LB/SF). IF WET SPOTS DEVELOP, IMMEDIATELY BROADCAST ADDITIONAL AGGREGATE UNTIL A DRY SURFACE IS RE- ESTABLISHED. - APPLY THE SECOND COAT IN THE SAME MANNER DESCRIBED ABOVE. THE MAXIMUM RECOAT WINDOW IS 24 HOURS. 3F)CLEANING - CLEAN WET REPAIR MORTAR MATERIAL FROM TOOLS AND EQUIPMENT WITH WATER OR SOLVENT. REMOVE CURED MATERIALS MECHANICALLY. - CLEAN UP AND PROPERLY DISPOSE OF DEBRIS REMAINING ON PROJECT SITE RELATED TO APPLICATION. - REMOVE TEMPORARY COVERINGS AND PROTECTION FROM ADJACENT WORK AREAS. 3G)PROTECTION - PROTECT FROM FREEZING FOR 24 HOURS AFTER APPLICATION. - PROTECT SURFACE PRIOR TO INSTALLATION OF FINISH TOPPING FROM DAMAGE BY USE OF PLYWOOD, MASONITE, OR OTHER SUITABLE PROTECTION COURSE, UNTIL SUBSTANTIAL COMPLETION. 1) PREPARATION OF SPALL/DELAMINATION REPAIR AREAS 1A)LOCATE ALL EXISTING REINFORCING BARS, PRE-STRESSING TENDONS, CONDUIT, ETC. IN AREA TO BE REPLACED USING PACHOMETER OR OTHER MEANS ACCEPTABLE TO ENGINEER. 1B)VERIFY, USING 15 LB ELECTRIC CHIPPING HAMMER OR OTHER ACCEPTABLE MEANS, THAT DEPTH OF ALL EXISTING REINFORCING, CONDUIT, ETC. IS GREATER THAN 1/2 INCH BELOW EXISTING SURFACE OF CONCRETE. 1C)CHIP OUT ENTIRE REPAIR AREA TO A MINIMUM DEPTH OF 1/2 INCH. REPAIR AREA SHALL NOT BE LESS THAN 1/2 IN DEPTH. UNDERCUT BY 3/4 INCH MINIMUM ALL REINFORCING BARS WHICH HAVE MORE THAN 1/2 OF THEIR DIAMETER EXPOSED. 1D)SAW CUT PERIMETER FOR REPAIR AREA TO 1/2 INCH DEPTH (1/4 INCH AT OVERHEAD REPAIRS). REPAIR AREA TO BE RECTANGULAR OR SQUARE IN SHAPE. DO NOT CUT REINFORCING BARS, PRE- STRESSING TENDONS, CONDUIT, ETC. HAND CHIP AROUND SUCH ITEMS. 1E)PRIOR TO APPLICATION OF REPAIR MORTAR/CONCRETE, REMOVE ALL LOOSE DEBRIS AND PREPARE ENTIRE REPAIR AREA BY HIGH PRESSURE WATER BLAST, SCABBLER, OR OTHER APPROPRIATE MECHANICAL MEANS TO OBTAIN AN EXPOSED AGGREGATE SURFACE WITH A MINIMUM SURFACE PROFILE OF ± 1/4 INCH (ICRI DEGREE OF ROUGHNESS = CSP-9 MINIMUM). 2) STEEL REINFORCING AND MISCELLANEOUS STEEL 2A)CLEAN ALL EXPOSED REINFORCING, CONDUIT, ETC. TO REMOVE ALL TRACES OF RUST USING MEDIA BLASTING OR WIRE-WHEEL GRINDER. 2B)IF OVER 10% OF REINFORCING BARS CROSS-SECTIONAL AREA IS LOST AT ANY LOCATION, SPLICE IN NEW REINFORCING USING MECHANICAL CONNECTOR OR LAP SPLICE EACH SIDE OF DAMAGED AREA AS DIRECTED BY ENGINEER. 2C)COAT ALL EXPOSED STEEL CONDUIT, ETC. AND ADDED REINFORCING WITH A ZINC BASED PRIMER. 3) SATURATED SURFACE DRY (SSD) 3A)REFER TO THE SPECIFIC PRODUCT DATA SHEETS FOR THE SELECTED REPAIR MORTAR TO DETERMINE IF SURFACE SATURATED DRY (SSD) SURFACE IS REQUIRED. 3B)SATURATE SURFACE OF REPAIR AREA FOR 24 HOURS MINIMUM AND ALLOW SURFACE OF CONCRETE TO AIR-DRY, WITH NO STANDING WATER. SUBSTRATE SHALL BE SATURATED SURFACE DRY (SSD) DURING APPLICATION OF REPAIR MORTAR. 4) ACCEPTABLE REPAIR PRODUCTS 4A)HORIZONTAL APPLICATIONS: - MASTEREMACO T 1060 C BY BASF - SIKAQUICK 2500 BY SIKA 4B)VERTICAL AND OVERHEAD APPLICATIONS WHERE FORMS ARE REQUIRED: - MASTEREMACO S 466 CI BY BASF - SIKACRETE 211 SCC PLUS BY SIKA 4C)VERTICAL AND OVERHEAD APPLICATIONS WHERE FORMS ARE NOT REQUIRED: - MASTEREMACO S 488 CI BY BASF - SIKAREPAIR 224 BY SIKA - SIKAQUICK VOH BY SIKA 4D)FULL DEPTH APPLICATIONS: - MASTEREMACO S 440 CI BY BASF - SIKACRETE 211 PLUS BY SIKA (8 MAX DEPTH) 4E)STEEL PRIMERS: - MASTERPROTECT P 8100 AP BY BASF - ARMATEC 110 BY SIKA 4F)EPOXY LEVELING COMPOUND - MASTERSEAL 350 BY BASF - SIKADUR 22 LO-MOD BY SIKA 5) SUBSTITUTIONS: 5A)ALL SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER PRIOR TO USE. ALTERNATE PRODUCTS MUST MEET OR EXCEED THE PERFORMANCE CRITERIA OF THE SPECIFIED PRODUCTS. 6) PERFORMANCE CRITERIA 6A)REFER TO THE MANUFACTURER'S PRODUCT DATA SHEETS FOR SPECIFIED PRODUCTS. 6B)COLOR TO BE PRODUCT STANDARD UNLESS DIRECTED OTHERWISE BY ENGINEER. 7) MATERIALS 7A)REPAIR MORTAR: - DELIVER MATERIAL TO JOB SITE IN SEALED, UNDAMAGED CONTAINERS. IDENTIFY EACH CONTAINER WITH MATERIAL NAME, DATE OF MANUFACTURE, AND LOT NUMBER. - STORE MATERIALS INDOORS OR COVERED AT TEMPERATURES NOT EXCEEDING 75 DEGREES F, OR AS RECOMMENDED BY MANUFACTURER. - THE MATERIAL SHALL NOT CONTAIN ASBESTOS, CHLORIDES, NITRATES, ADDED GYPSUM, ADDED LIME, OR HIGH ALUMINUM CEMENTS. - THE MATERIAL SHALL BE NON-COMBUSTIBLE. - THE REPAIR MORTAR SHALL BE SUPPLIED IN A FACTORY PROPORTIONED UNIT. - THE REPAIR MORTAR MUST BE PLACABLE FROM 1/2 INCH TO 4 INCHES IN DEPTH AND EXTENDABLE IN GREATER DEPTHS. - AGGREGATE TO EXTEND THE REPAIR MORTAR SHALL BE A 3/8 INCH CLEAN, WELL-GRADED, SATURATED SURFACE DRY MATERIAL, HAVING LOW ABSORPTION AND HIGH DENSITY. AGGREGATE SHALL CONFORM TO ASTM C-33/ MATCH AGGREGATE WITH EXISTING CONCRETE. 8) MIXING 8A)MIXING THE CONCRETE REPAIR MORTAR SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTRUCTIONS. 9) APPLICATION 9A)PLACEMENT PROCEDURE: - PLACE MATERIALS IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 9B)MOIST CURE SURFACE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 9C)ADHERE TO ALL LIMITATIONS AND CAUTIONS FOR THE REPAIR MORTAR IN THE MANUFACTURERS CURRENT PRINTED LITERATURE. 10) CLEANING 10A) LEAVE FINISHED WORK AND WORK AREA IN A NEAT, CLEAN CONDITION WITHOUT EVIDENCE OF SPILLOVERS ONTO ADJACENT AREAS. SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2011DESIGNERS:DATE PRINTED:MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents.The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party.PROJECT NO: DATE:3/16/2018 7:35:23 PMC:\Proj\MS16.0750.S.02 - Enzian Condominium Repairs -RS17_bestrich.rvtSP5ENZIAN CONDOMINIUMS REPAIRS707 WEST LIONSHEAD CIRCLEVAIL, COLORADOEPOXY SPEC & CONC REPAIR NOTESKMSM PD MS16.0750.S.02 MS16.0750.S.02 3/16/2018 SMEPOXY OVERLAY AND LEVELING COMPOUND SPECIFICATION CONCRETE REPAIR NOTES NO ISSUE DATE 03/20/2018 04/20/18