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HomeMy WebLinkAboutMAINSTREET HEALTH & WELLNESS SUITES - FDP - FDP150006 - PLANS - ELEVATIONSFIRST FLOOR 100' - 0" SECOND FLOOR 112' - 9 3/4" LOWER ROOF TRUSS BRG 111' - 4" UPPER TRUSS BRG 122' - 0" FIRST FLOOR 100' - 0" SECOND FLOOR 112' - 9 3/4" LOWER ROOF TRUSS BRG 111' - 4" UPPER TRUSS BRG 122' - 0" FIRST FLOOR 100' - 0" SECOND FLOOR 112' - 9 3/4" LOWER ROOF TRUSS BRG 111' - 4" UPPER TRUSS BRG 122' - 0" FIRST FLOOR 100' - 0" SECOND FLOOR 112' - 9 3/4" LOWER ROOF TRUSS BRG 111' - 4" UPPER TRUSS BRG 122' - 0" 41' - 3 1/2" 36' - 0" Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: 3/19/2015 7:23:01 PM A201 OVERALL EXTERIOR ELEVATIONS MAINSTREET HEALTH & WELLNESS SUITES 2014.00421 ZIEGLER ROAD FT. COLLINS, CO 80528 01/30/15 BID DOCUMENTS 1/16" = 1'-0" A201 FIRST FLOOR 100' - 0" SECOND FLOOR 112' - 9 3/4" LOWER ROOF TRUSS BRG 111' - 4" UPPER TRUSS BRG 122' - 0" PART A PART B 3 3 3 3 3 TYP 5 TYP 5 9 6 6 9 1 1 18 1 10 14 8 14 4 2 12 22 7 2 12 21 10 TYP 5 4 8 FIRST FLOOR 100' - 0" SECOND FLOOR 112' - 9 3/4" LOWER ROOF TRUSS BRG 111' - 4" UPPER TRUSS BRG 122' - 0" PART A PART B 3 3 3 3 6 3 3 4 4 TYP 6 5 9 1 1 18 12 18 1 12 8 14 16 19 8 10 14 10 2 7 22 2 TYP. TYP. TYP. TYP. TYP. 14 4 TYP 5 TYP. 9 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: 3/19/2015 7:23:12 PM FIRST FLOOR 100' - 0" SECOND FLOOR 112' - 9 3/4" LOWER ROOF TRUSS BRG 111' - 4" UPPER TRUSS BRG 122' - 0" PART A PART B 3 3 4 3 TYP 5 6 6 9 1 12 1 13 13 8 13 8 7 TYP 3 2 3 10 8 25 FIRST FLOOR 100' - 0" SECOND FLOOR 112' - 9 3/4" LOWER ROOF TRUSS BRG 111' - 4" UPPER TRUSS BRG 122' - 0" PART A PART B 3 4 4 3 TYP 5 TYP 5 TYP 5 22 9 6 9 1 12 8 14 8 14 7 2 6 2 TYP TYP TYP 10 10 3 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: 3/19/2015 7:23:15 PM A210 WEST ELEVATION FIRST FLOOR 100' - 0" SECOND FLOOR 112' - 9 3/4" LOWER ROOF TRUSS BRG 111' - 4" UPPER TRUSS BRG 122' - 0" 3 3 3 13 3 13 4 9 TYP 5 TYP 6 5 6 9 19 12 1 18 1 18 12 18 1 18 18 14 13 8 13 16 8 18 24 22 17 PART A PART B 10 2 4 10 23 20 25 FIRST FLOOR 100' - 0" SECOND FLOOR 112' - 9 3/4" LOWER ROOF TRUSS BRG 111' - 4" UPPER TRUSS BRG 122' - 0" 3 13 3 3 3 3 4 4 TYP 5 TYP 5 6 22 9 9 18 18 18 12 18 12 18 1 1 1 24 13 8 13 14 2 2 2 TYP. TYP. TYP. TYP. TYP. TYP. PART A PART B 2 10 2 FIRST FLOOR 100' - 0" SECOND FLOOR 112' - 9 3/4" LOWER ROOF TRUSS BRG 111' - 4" UPPER TRUSS BRG 122' - 0" PART A PART B 3 3 3 TYP 5 TYP 5 TYP 5 6 22 6 9 9 21 12 1 7 8 14 8 10 4 TYP 5 2 2 14 10 FIRST FLOOR 100' - 0" SECOND FLOOR 112' - 9 3/4" LOWER ROOF TRUSS BRG 111' - 4" UPPER TRUSS BRG 122' - 0" PART A PART B 3 4 3 4 TYP 5 TYP 5 6 6 9 1 12 1 8 13 13 8 TYP. TYP. TYP. 10 2 3 2 3 TYP FIRST FLOOR 100' - 0" SECOND FLOOR 112' - 9 3/4" LOWER ROOF TRUSS BRG 111' - 4" UPPER TRUSS BRG 122' - 0" BROWNSIDING SIDING TAUPE TAUPEGATE SIDING BROWNSIDING TAUPESIDING GREEN TAUPE SIDING BROWN SIDING GREEN SIDING BROWNPANEL STEEL BROWN FIRST FLOOR 100' - 0" SECOND FLOOR 112' - 9 3/4" LOWER ROOF TRUSS BRG 111' - 4" UPPER TRUSS BRG 122' - 0" 41' - 3 1/2" 36' - 0" GREEN SIDING TAUPE SIDING BROWN PANEL GREENSIDING SIDING TAUPESIDING GREENSIDING TAUPE BROWN PANEL BROWN STEEL BROWN METAL TAUPE SIDING BROWN PANEL TAUPE SIDING GREEN SIDING GREEN SIDING TAUPE SIDING FIRST FLOOR 100' - 0" SECOND FLOOR 112' - 9 3/4" LOWER ROOF TRUSS BRG 111' - 4" UPPER TRUSS BRG 122' - 0" TAUPE SIDING BROWNSIDING SIDING GREEN TAUPE SIDING BROWNSIDING PANEL GREEN TAUPEPANEL SIDING BROWN FIRST FLOOR 100' - 0" SECOND FLOOR 112' - 9 3/4" LOWER ROOF TRUSS BRG 111' - 4" FIRST FLOOR 100' - 0" SECOND FLOOR 112' - 9 3/4" LOWER ROOF TRUSS BRG 111' - 4" a1 UPPER TRUSS BRG 122' - 0" A311 1 A306 4 ADA SN PRIVATE A115 ADA SN PRIVATE A110 CORRIDOR A105 CORRIDOR A203 AL 1BR A212 AL 1BR A208 1 HR RATED ROOF ASSEMBLY- UL P522 2 HR RATED FLOOR ASSEMBLY- FC5752 6" 1'-0" 4" 1'-0" 6" 1'-0" 4" 1'-0" A506 4 A503 11 A311 1 1 HR RATED ROOF ASSEMBLY- RC2601 CLERESTORY SHEATHING 4'-6 1/2" UNDERSIDE OF CLERESTORY SHEATHING 4'-6 1/2" UNDERSIDE OF TYP. TYP. OPP. TYP. A506 4 TYP. a3 FIRST FLOOR 100' - 0" FIRST FLOOR 100' - 0" SECOND FLOOR 112' - 9 3/4" LOWER ROOF TRUSS BRG 111' - 4" a1 UPPER TRUSS BRG 122' - 0" GAME A210 STAIR A211 SN SEMI PRIVATE A111 VEST. A112 A505 5 1 HR RATED ROOF ASSEMBLY- RC2601 2 HR RATED ROOF SHAFT ASSEMBLY A313 1 A504 1 6" 1'-0" 5" 1'-0" 2 HR RATED FLOOR ASSEMBLY- FC5752 TYP. TYP. A503 6 A505 5 FIRST FLOOR 100' - 0" SECOND FLOOR 112' - 9 3/4" LOWER ROOF TRUSS BRG 111' - 4" UPPER TRUSS BRG 122' - 0" A311 3 A306 4 COMMUNITY B112 CORRIDOR B109 FORMAL DINING FIRST FLOOR 100' - 0" SECOND FLOOR 112' - 9 3/4" UPPER TRUSS BRG 122' - 0" 1A A304 REHAB B159 VEST. B100 3 A313 5 A501 6 A501 7 A501 11S A631 A506 2 SIM 1 HR RATED SHAFT CEILING ASSEMBLY 1 HR RATED ROOF ASSEMBLY- UL P522 A314 4 bF bG bG.1 bK bN bQ FIRST FLOOR 100' - 0" SECOND FLOOR 112' - 9 3/4" LOWER ROOF TRUSS BRG 111' - 4" UPPER TRUSS BRG 122' - 0" 1A A304 MECH. B207 REHAB B159 CAFE SEATING B104 LOBBY B101 A505 6 A314 4 A505 8 SIM. SIM. bB bD bF bK bN bQ Project Number FIRST FLOOR 100' - 0" SECOND FLOOR 112' - 9 3/4" LOWER ROOF TRUSS BRG 111' - 4" UPPER TRUSS BRG 122' - 0" A306 4 A311 4 REHAB B159 CORRIDOR B109 MECH. B207 OPEN OFFICE B148 HALL B162 THEATER B205 CORRIDOR B201 2 HR RATED FLOOR ASSEMBLY- #L577 1 HR RATED ROOF ASSEMBLY- UL P522 1 A303 1B / A304 2 A303 SF18 SF18 SF18 SF18 SF16 SF17 SF16 SF19 6 A501 A503 10 8 A505 2'-0" A503 12 A503 12 SIM. A506 12 b1 b2 b3 b5 cC aC b9 FIRST FLOOR 100' - 0" SECOND FLOOR 112' - 9 3/4" LOWER ROOF TRUSS BRG FIRST FLOOR 100' - 0" SECOND FLOOR 112' - 9 3/4" LOWER ROOF TRUSS BRG 111' - 4" UPPER TRUSS BRG 122' - 0" 1B A304 A314 2 A314 3 SN DINING B116 BUSINESS MGR. B143 HALL B137 STAFF TLT. B141 STAFF LOUNGE B142 CORRIDOR B118 AL DINING B219 AL GYM B225 2 HR RATED FLOOR ASSEMBLY- FC 5752 1 HR RATED ROOF ASSEMBLY- UL P522 A503 11 TYP. SIM. A314 2 A314 3 OPP. bA bC bE bH bJ bL bM bP Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: 3/19/2015 7:23:50 PM A305 BUILDING SECTIONS MAINSTREET HEALTH & WELLNESS SUITES 2014.00421 ZIEGLER ROAD FT. COLLINS, CO 80528 01/30/15 BID DOCUMENTS 1/4" = 1'-0" FIRST FLOOR 100' - 0" LOWER ROOF TRUSS BRG 111' - 4" A312 3 A306 4 A312 4 SN SEMI PRIVATE A143 ADA SN PRIVATE A145 CORRIDOR A136 1 HR RATED CEILING ASSEMBLY- UL P522 TYP A312 A312 2 1 ADA SN SEMI PRIVATE A139 ADA SN PRIVATE A149 CORRIDOR A136 1 HR RATED ROOF ASSEMBLY- RC2601 6 A504 CONT SHEET VAPOR RETARDER 5/8" TYPE 'X' GYPSUM BOARD ON 1/2" FURRING CHANNELS ROOF TRUSS, REFER TO STRUCTURAL DRAWINGS BATT INSULATION (R-49 MIN.) BLOWN INSULATION (R-49 MIN) SUSPENDED ACOUSTICAL CEILING TILE SYSTEM BEARING WALLS- REF PLANS AND WALL TYPES 6'-0" @ SECOND STORY 4'-0" @ SINGLE STORY COORD. W/ STRUCTURAL DWGS. FIRST FLOOR 100' - 0" LOWER ROOF TRUSS BRG 111' - 4" ADA SN PRIVATE A140 SN PRIVATE A148 CAST STONE SILL BELOW LINE OF BRICK BELOW FIBER CEMENT SIDING, PAINTED 1" CONT. RIGID INSULATION (R- 6.5 MIN) 1/2" EXTERIOR SHEATHING - REF. STRUCTURAL DWGS 2X6 WOOD STUDS @ 16" O.C. MAX. W/ BATT INSULATION (R-19 MIN.) (2) 5/8" TYPE 'X' GYPSUM BOARD, PAINTED CONT. SHEET VAPOR RETARDER, TYP. RATED SHAFT WALL ASSEMBLY - REF. WALL TYPES MASONRY VENEER W/ TIES AND WEEPS AIRSPACE 1" CONT. RIGID INSULATION (R-6.5 MIN.) 1/2" EXTERIOR SHEATHING - REF. STRUCTURAL DWGS 2X6 WOOD STUDS @ 16" O.C. MAX. W/ BATT INSULATION (R-19 MIN.) (2) 5/8" TYPE 'X' GYPSUM BOARD, PAINTED CONT. SHEET VAPOR RETARDER, TYP. RATED WALL ASSEMBLY - REF. WALL TYPES (2) 1/2" EXTERIOR SHEATHING, BOTH SIDES EXPANSION JOINT MATERIAL EXPANSION JOINT MATERIAL BELOW 2" 7 1/8" 5/4X4 FIBER CEMENT TRIM, PAINTED TWO LAYERS 5/8" TYPE 'X' GYPSUM BOARD TO MAINTAIN TWO HOUR RATING, PAINTED STRUCTURAL COLUMN - REF STRUCTURAL DWGS. COAT IN INTUMESCENT MASTIC CORNER BEAD @ ALL CORNERS Z6S 10 3/4" 5 1/2" TWO LAYERS 5/8" TYPE 'X' GYPSUM BOARD TO MAINTAIN TWO HOUR RATING, PAINTED STRUCTURAL COLUMN - REF STRUCTURAL DWGS 2x6 WOOD STUDS CORNER BEAD @ ALL CORNERS 1'-0 3/4" FIRST FLOOR 100' - 0" 2' - 6" SEE FLOOR PLANS FOR WALL TYPE DESCRIPTION WRAP (2) LAYERS 5/8" TYPE 'X' GYPSUM BOARD ALL SIDES @ MAILBOX OPENING MAILBOX - REF. SPECIFICATIONS WRAP (2) LAYERS 5/8" TYPE 'X' GYPSUM BOARD ALL SIDES @ MAILBOX OPENING HEADER PER STRUCTURAL DWGS. FIRST FLOOR 100' - 0" LOWER ROOF TRUSS BRG 111' - 4" MEMBRANE ROOF OVER CONT RIGID INSULATION 2x4 WOOD CURB ROOF HATCH WITH INTEGRAL CAP FLASHING OVER MEMBRANE ROOF MEMBRANE ROOF OVER TAPERED INSULATION 36X36 ROOF HATCH WOOD JOISTS - REF STRUCTURAL DWGS SAFETY POST 3"X3/8" STEEL BRACKET, PAINTED 3"X3/8" STEEL BAR RAILS, PAINTED 3/4" DIA. STEEL RUNGS, PAINTED FRAME OPENING FOR ROOF HATCH. REF. STRUCTURAL DWGS FOR TYP. ROOF OPENING FRAME MAX. 1' - 0" RUNGS @ 12" O.C. MAX. 5/8" TYPE 'X' GYPSUM BOARD OVER 7/8" METAL FURRING @ 16" O.C. MAX., ALL SIDES, PAINTED MIN. 7" 2'-5" 8" MIN. SECOND FLOOR 112' - 9 3/4" LOWER ROOF TRUSS BRG 111' - 4" EXPANSION JOINT FIRST FLOOR 100' - 0" 4" CMU - GROUT SOLID 1" CONT. RIGID INSULATION (R-6.5 MIN.) EXTEND DOWN TO FOOTING (2) 5/8" TYPE 'X' GYPSUM BOARD, PAINTED CONCRETE SLAB - REF. STRUCTURAL DWGS. GRADE - REF. CIVIL DWGS CONTRACTOR TO VERIFY UNIT TYPE & DIMENSIONS PRIOR TO CONSTRUCTION VINYL DOUBLE HUNG WINDOW SHIM W/ BACK ROD & SEALANT (BOTH SIDES) W/ SHIM ANCHOR & EPOXY PAN FLASHING UNDER WALL SLEEVE W/ DRIP EDGE - TURN UP AT WALL AND INTERIOR CAVITY DRAINAGE MATERIAL MASONRY VENEER W/ TIES AND WEEPS THRU WALL FLASHING W/ DRIP EDGE 1/2" EXPANSION JOINT MATERIAL GROUT SOLID BELOW FLASHING SHIM PTAC AS REQUIRED 2x6 TREATED WOOD SILL PLATE FILL SHIM SPACE WITH EXPANDING FOAM, ALL SIDES 1/2" EXTERIOR SHEATHING 1" RIGID INSULATION (R-6.5 MIN.) PREFIN METAL FLASHING W/ DRIP EDGE (2) 1/2" EXTERIOR SHEATHING CAST STONE TO BE SELF SUPPORTING WITH A MINIMUM OF 8" SUPPORT ON EACH SIDE OF OPENING 8" CMU FULLY GROUTED - REF. STRUCTURAL DWGS 2" CONT. RIGID INSULATION (R-10 MIN.), EXTEND 24" HORIZONTAL UNDER SLAB PROVIDE SEALANT AND BACKER ROD @ ALL SIDES OF PTAC SLEEVE W/ WEEPS @ EXTERIOR 3/4" PLASTIC LAMINATE SILL W/ BEVELED EDGE AND BELOW SILL TRIM SEALANT AND BACKER ROD ALL SIDES BETWEEN PTAC AND GYPSUM BOARD FULLY ADHERED ROOF MEMBRANE ASSEMBLY EXTERIOR SHEATHING OVER 2X4 WOOD KICKERS - REF. STRUCTURAL DWGS PREFIN. FIBER CEMENT PANEL RAIN SCREEN SYSTEM 2X8 WOOD ROOF FRAMING - REF. STRUCTURAL DWGS. FIBER CEMENT SOFFIT, PAINTED 1X4 WOOD SLEEPERS PREFIN. METAL FLASHING W/ DRIP EDGE 5/4X12" FIBER CEMENT TRIM, PAINTED 1" CONT. RIGID INSULATION (R-6.5 MIN.) CONTINUOUS RIGID INSULATION (R-25 MIN) 5/4X4 FIBER CEMENT TRIM, PAINTED 1-HR RATED ROOF ASSEMBLY (#RC2601) UPPER TRUSS BRG 122' - 0" 1" MIN. ASPHALT SHINGLES OVER ROOF UNDERLAYMENT 5/4x12" CEMENT BOARD FASCIA, PAINTED W/ PREFIN METAL GUTTER CEMENT BOARD SOFFIT, PAINTED. REFER TO REFLECTED CEILING PLANS FOR VENTED AND NONVENTED AREAS ROOF TRUSS-REF STRUCTURAL INSULATION BAFFLE DWGS PROVIDE 3 ROWS OF 1X4 SLEEPERS FOR ALL SOFFITS, TYP. BLOWN INSULATION (R-49 MIN.) 5/4X4" FIBER CEMENT TRIM, PAINTED PREFINISHED FLASHING W/ DRIP EDGE UNDER TRUSS SHEET VAPOR RETARDER 2'-0" FIRST FLOOR 100' - 0" MASONRY VENEER W/ TIES & WEEPS CAVITY DRAINAGE MATERIAL THRU WALL FLASHING W/ DRIP EDGE GRADE, REF. CIVIL DWGS. GROUT SOLID BELOW FLASHING 4" CMU, GROUT SOLID CONCRETE FOUNDATION REF. STRUCTURAL DWGS. CONCRETE SLAB REF. STRUCTURAL DWGS. COMPACTED GRANULAR FILL 1/2" EXPANSION JOINT MATERIAL D1 - FLUSH DOOR DOOR HEIGHT WIDTH DOOR D2 - BIFOLD DOOR DOOR HEIGHT D3 - FULL GLAZE DOOR HEIGHT WIDTH DOOR 10" D4 - OVERHEAD SECTIONAL DOOR HEIGHT DOOR WIDTH D5 - SLIDING DOOR DOOR HEIGHT DOOR WIDTH D6 - VISION PANEL NON-RATED DOOR HEIGHT 3' - 6" 6" 5" 6" D7 - AUTOMATIC SLIDERS DOOR WIDTH D8 - VISION PANEL RATED DOOR HEIGHT 3' - 6" 2' - 0" 6" 4" WIDTH DOOR WIDTH DOOR MAX. 3'-6" 5" 5" 5" 5" FR1 SEE SCHEDULE 1 1/2" 1 1/2" SCHEDULE SEE 1 1/2" FR2 FR4 SEE SCHEDULE 2" 2" SCHEDULE SEE 2" FR3 FR5 DOUBLE EGRESS OPENING 2 5/8" SEE SCHEDULE 2 5/8" SEE SCHEDULE 2 5/8" FR6 CLEAR GLAZING SPANDREL GLAZING FILMED GLAZING GLAZING LEGEND 2'-8" 5'-0" 6'-8" 1 A641 Sim 3 A641 Sim 2 A641 Sim FLOOR LINE FOR 1ST & 2ND FLOORS UPPER TRUSS BRG 122' - 0" 1'-9 3/4" 4'-0" 6'-8" 1 A641 Sim 2 A641 Sim 3 A641 Sim FIXED WINDOW LOWER ROOF TRUSS BRG 111' - 4" 5 3/4" 3'-0" 3'-4" 1 A641 Sim 2 A641 Sim 3 A641 Sim FIXED WINDOW SECOND FLOOR 112' - 9 3/4" 5'-2 1/2" 2'-5 1/2" 5'-11 1/2" 1 A641 Sim 2 A641 Sim 3 A641 Sim FIXED WINDOW FIRST FLOOR 100' - 0" CAPPED, GALVANIZED STEEL TUBE-BRACED FRAME, PAINTED S.S. CANE ROD 14'-0" GRADE CAPPED-STEEL END POSTS, PAINTED. REF TO STRUCTURAL DWGS 6" 9'-6" 10'-0" FIRST FLOOR 100' - 0" REF. MEP DWGS DWGS REF. MEP DWGS REF. MEP Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: 3/19/2015 7:24:36 PM A604 WINDOW ELEVATIONS MAINSTREET HEALTH & WELLNESS SUITES 2014.00421 ZIEGLER ROAD FT. COLLINS, CO 80528 01/30/15 BID DOCUMENTS 1/4" = 1'-0" A604 1 WINDOW ELEVATION W1 1/4" = 1'-0" A604 2 WINDOW ELEVATION W2 1/4" = 1'-0" A604 3 WINDOW ELEVATION W3 1/4" = 1'-0" A604 1/4" = 1'-0" 4 WINDOW ELEVATION W4 A604 5 GATE ELEVATION (G1) 1/4" = 1'-0" A604 6 TYP. LOUVER ELEVATION REVISION SCHEDULE NO. DESCRIPTION DATE SEE SCHEDULE 4" 2" SCHEDULE SEE 2" NOT USED NOT USED 2" 1'-10" 2" 4'-10" 2" 2'-0" 2" 2" 3'-8" 2" 9'-4" 4'-0" 1 A631 Sim 7 A631 Sim 2 A631 Sim 6 A632 Sim 2" 1'-10" 2" 4'-10" 2" 1'-0" 2" 2" 1'-4" 2" 3'-8" 2" 8'-4" 5'-6" 1 A631 Sim 7 A631 Sim 2 A631 Sim 5 A632 Sim 2" 1'-10" 2" 4'-10" 2" 2'-0" 2" 2" 2'-8" 2" 3'-8" 2" 2'-8" 2" 9'-4" 9'-8" 7 A631 Sim 1 A631 Sim 2 A631 Sim 5 A632 Sim SECOND FLOOR 112' - 9 3/4" 2" 3'-4" 2" 2" 3'-8" 2" 3'-6 1/4" 3'-8" 3 A631 Sim 4 A631 Sim 1 A632 Sim 2" 1'-10" 2" 5'-6 1/4" 2" 2'-11 3/4" 2" 10" 2" 2" 4'-5 1/8" 2" 3'-7 1/8" 2" 6 3/4" 4 1/2" 12'-0" 9'-5 3/8" 12S A631 6 A632 Sim 2" 1'-10" 2" 6'-0" 2" 10" 2" 2" 1'-9" 2" 3'-2" 2" 1'-9" 2" 9'-4" 7'-4" 9 A631 Sim 10 A631 Sim 6 A632 Sim 2" 1'-9" 2" 6'-10" 2" 1'-9" 2" 2" 2'-2 3/4" 2" 2'-2 5/8" 2" 2'-2 3/4" 2" 11'-0" 7'-4" 9 A631 Sim 10 A631 Sim 6 A632 Sim 2" 1'-10" 2" 4'-10" 2" 2'-0" 2" 2" 2'-3" 2" 6'-0" 2" 2'-3" 2" 11'-2" 9'-4" 1 A631 Sim 7 A631 Sim 2 A631 Sim 7 A632 Sim 2'-4 1/8" 2" 3'-9 7/8" 2'-1 1/8" 2" 1'-10" 2" 1'-6" 2" 9" 2" 6'-5" 2" 1'-10" 2" 2'-4" 2" 10" 2" 2'-11 3/4" 2" 5'-7 1/4" 2" 1'-9" 4 1/2" 6 3/4" 2" 4'-5 1/8" 2" 4'-5 1/8" 2" 7" 2" 113° 11'-0 1/2" INSULATED METAL CANOPY METAL BAND AUTOMATIC ENTRANCE 9'-0 1/2" SF20 SF13 SF20 SF13 5 A501 6 A501 7 A501 11S A631 12S A631 5 A632 Sim 7'-8 1/4" 6 A506 Sim 8 A506 Sim 5 A506 Sim 12'-0" 9'-8" 10'-7 1/8" 2" CLEAR GLAZING SPANDREL GLAZING FILMED GLAZING GLAZING LEGEND UPPER TRUSS BRG 122' - 0" 2" 3'-0" 2" 2" 5'-8" 2" 6'-0" 10'-1" 3'-4" 5 A631 Sim 4 A632 Sim 6 A631 Sim UPPER TRUSS BRG 122' - 0" 10'-1" 3'-4" 2" 3'-0" 2" 2" 4'-4" 2" 4'-8" 6 A631 Sim 5 A631 Sim 4 A632 Sim 2" 1'-8" 2" 5'-0" 2" 1'-0" 2" 2" 2'-10" 2" 3'-8" 2" 2'-10" 2" 8'-4" 10'-0" 12 A631 Sim 11 A631 Sim 7 A632 Sim 2" 1'-8" 2" 5'-0" 2" 1'-0" 2" 2" 2'-3" 2" 2'-4" 2" 2'-4" 2" 2'-3" 2" 8'-4" 10'-0" 11 A631 Sim 12 A631 Sim 7 A632 Sim SEE DOOR SCHEDULE 2" 1'-8" 2" 2" SCHEDULE SEE DOOR 2" 9 A631 Sim 3 A631 Sim 4 A631 Sim 5 A632 Sim SECOND FLOOR 112' - 9 3/4" 2" 1'-10" 2" 6'-7" 1'-6 1/4" 8'-9" 2" 1'-9" 2" 3'-2" 2" 1'-9" 2" 7'-4" 13 A631 Sim 14 A631 Sim 4 A632 Sim SECOND FLOOR 112' - 9 3/4" 2'-3" 2" 2" 2" 2'-3" 2'-8" 5'-0" 2" 3'-4" 2" 3'-4" 2" 7'-2" 5 A631 Sim 6 A631 Sim 8 A632 Sim SECOND FLOOR 112' - 9 3/4" 2'-3" 2" 2" 2" 2'-3" 2'-8" 5'-0" 2" 3'-1" 2" 3'-1" 2" 6'-8" 5 A631 Sim 6 A631 Sim 8 A632 Sim DOOR WIDTH DOOR HEIGHT FIRST FLOOR 100' - 0" 2" 1'-10" 2" 4'-10" 2" 2'-0" 2" 2" 3'-0" 2" 3'-8" 2" 7'-2" 9'-4" 5 A631 Sim 6 A631 Sim 5 A632 Sim 15 A631 Sim FIRST FLOOR 100' - 0" 1'-10" 2" 6'-0" 2" 10" 2" 2" 9'-4" 2" 3'-8" 2" 4'-0" 5 A632 Sim 7 A631 Sim 1 A631 Sim 2 A631 Sim Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: 3/19/2015 7:24:32 PM A603 DOOR, FRAME, AND STOREFRONT ELEVATIONS MAINSTREET HEALTH & WELLNESS SUITES 2014.00421 ZIEGLER ROAD FT. COLLINS, CO 80528 01/30/15 BID DOCUMENTS 1/4" = 1'-0" DOOR ELEVATIONS 1/4" = 1'-0" DOOR FRAME ELEVATIONS 1/4" = 1'-0" A603 15A SF ELEVATION 1 1/4" = 1'-0" A603 2 SF ELEVATION 2 1/4" = 1'-0" A603 7 SF ELEVATION 7 1/4" = 1'-0" A603 9 SF ELEVATION 9 1/4" = 1'-0" A603 10 SF ELEVATION 10 1/4" = 1'-0" A603 11 SF ELEVATION 11 1/4" = 1'-0" A603 12 SF ELEVATION 12 1/4" = 1'-0" A603 14 SF ELEVATION 14 1/4" = 1'-0" A603 13 SF ELEVATION 13 & 20 1/4" = 1'-0" A603 18 STOREFRONT 18 1/4" = 1'-0" A603 19 STOREFRONT 19 1/4" = 1'-0" A603 17 SF ELEVATION 17 1/4" = 1'-0" A603 16 SF ELEVATION 16 1/4" = 1'-0" A603 3 SF ELEVATION 3 1/4" = 1'-0" A603 5 SF ELEVATION 5 1/4" = 1'-0" A603 8 SF ELEVATION 8 1/4" = 1'-0" A603 6 SF ELEVATION 6 1/4" = 1'-0" A603 4 SF ELEVATION 4 1/4" = 1'-0" A603 1 SF ELEVATION 1 REVISION SCHEDULE NO. DESCRIPTION DATE 2X TREATED WOOD SILL PLATE FILL SHIM SPACE W/ EXPANDING FOAM, ALL SIDES 1" RIGID INSULATION (R-6.5 MIN.) EXTEND DOWN TO FOOTING 1/2" EXTERIOR SHEATHING 5/8" TYPE 'X' GYPSUM BOARD OVER CONT. SHEET VAPOR RETARDER (2) 8" CMU, GROUT SOLID VINYL DOUBLE HUNG WINDOW SHIM W/ BACK ROD & SEALANT (BOTH SIDES) ANCHOR & EPOXY (2) 1/2" EXTERIOR SHEATHING 1" RIGID INSULATION (R-6.5 MIN.) PREFIN METAL FLASHING W/ DRIP EDGE 5/4 FIBER CEMENT TRIM, PAINTED CAST STONE TO BE SELF SUPPORTING WITH A MINIMUM OF 8" SUPPORT ON EACH SIDE OF OPENING 2" RIGID INSULATION (R-10 MIN.) - EXTEND 24" HORIZ. 3/4" PLASTIC LAMINATE SILL W/ BEVELED EDGE AND BELOW SILL TRIM CONTRACTOR TO VERIFY UNIT TYPE & DIMENSIONS PRIOR TO CONSTRUCTION SHIM PTAC AS REQ'D SEALANT AND BACKER ROD ALL SIDES BETWEEN PTAC AND GYPSUM BOARD PROVIDE SEALANT & BACKER ROD @ ALL SIDES OF PTAC SLEEVE W/ WEEPS @ EXTERIOR PAN FLASHING WI DRIP EDGE UNDER WALL SLEEVE - TURN UP @ WALL & INTERIOR 1 1/4" 2" ASPHALT SHINGLES OVER ROOF UNDERLAYMENT PREFINISHED METAL FLASHING W/ DRIP EDGE 5/4X12 FIBER CEMENT FASCIA, PAINTED ROOF SHEATHING - REF. STRUCTURAL DWGS 1X4 PT WOOD SLEEPERS WOOD TRUSSES - REF. STRUCTURAL DWGS PREFINISHED METAL FLASHING - TURN UP WALL 12" MIN. BATT INSULATION (R-19 MIN.) 1" CONT. RIGID INSULATION (R-6.5 MIN.) 2X WOOD BLOCKING DOUBLE TOP PLATE ROOF SHEATHING REF. STRUCTURAL 5/4X4 FIBER CEMENT TRIM, PAINTED FIBER CEMENT SIDING, PAINTED FIBER CEMENT SOFFIT, PAINTED WOOD TRUSSES - REF. STRUCTURAL DWGS ASPHALT SHINGLES OVER ROOF UNDERLAYMENT SECOND FLOOR 112' - 9 3/4" LOWER ROOF TRUSS BRG 111' - 4" TWO HOUR FLOOR/CEILING ASSEMBLY (#L577) WOOD TRUSSES, REF. STRUCTURAL DRAWINGS DOUBLE 2X6 TOP PLATE 2X6 WOOD STUD @ 16" O.C. MAX 2 HOUR WALL CONSTRUCTION UPPER TRUSS BRG 122' - 0" 1-HOUR RATED ROOF ASSEMBLY (#P522) WOOD BLOCKING 5/8" TYPE 'X' GYPSUM BOARD, PAINTED 2X4 WOOD STUDS 5/8" TYPE 'X' GYPSUM BOARD, PAINTED WOOD HEADER, REF. STRUCTURAL DWGS. DOOR, SEE SCHEDULE 2X6 WOOD STUD @ 16" O.C. MAX 1'-0 1/2" 9 1/8" GAP IN SHEATHING AS RECOMMENDED BY VENT MFR. EXTERIOR SHEATHING PER STRUCTURAL DWGS ASPHALT SHINGLES OVER ROOF UNDERLAYMENT PEAK ROOF VENT ASSEMBLY - REF. SPECIFICATIONS PREFIN. FIBER CEMENT PANEL RAIN SCREEN SYS. PREFIN. METAL FLASHING W/ DRIP EDGE ALUMINUM STOREFRONT SYSTEM 2X6 BLOCKING BETWEEN TRUSSES TRUSSES BEYOND SEALANT AND BACKER ROD W/ SHIM, BOTH SIDES (2) 5/8" TYPE 'X' GYPSUM BOARD, PAINTED 2X6 P.T. WOOD BLOCKING STEEL BEAM PER STRUCTURAL DWGS BATT INSULATION (R-15 MIN.) EA. SIDE OF BEAM 1/2" EXTERIOR SHEATHING 1" CONT. INSULATION (R-6.5 MIN.) BATT INSULATION (R-19 MIN.) CONT. SHEET VAPOR RETARDER (2) 5/8" TYPE 'X' GYPSUM BOARD, EA. SIDE - PAINTED 5/4x14" CEMENT BOARD TRIM, PAINTED 1/2" SEALANT AND BACKER ROD. FILL GAP BETWEEN BACKER ROD AND BLOCKING W/ EXPANDING FOAM @ ALL 4 SIDES STEEL PLATES, PRIMED AND PAINTED W/ THRU BOLTS - REF. STRUCTURAL DWGS 2X8 WOOD BLOCKING BETWEEN TRUSSES CONT. 2X WOOD STUD FIBER CEMENT SOFFIT, PAINTED - REF. REFLECTED CEILING PLANS PT 1X4 WOOD SLEEPERS 5/4X4 FIBER CEMENT TRIM, PAINTED PREFIN. FIBER CEMENT RAIN SCREEN PANEL SYSTEM CONT. 1" RIGID INSULATION (R-6.5 MIN.) 1/2" EXTERIOR SHEATHING 2X6 WOOD STUDS @ 16" O.C. MAX. W/ BATT INSULATION (R-19 MIN.) (2) 5/8" TYPE 'X' GYPSUM BOARD, PAINTED BATT INSULATION (R-15 MIN.) EA. SIDE OF BEAM STEEL BEAM PROTECTED BY INTUMESCENT MASTIC - REF. STRUCTURAL DWGS 1-HOUR RATED ROOF ASSEMBLY (UL#P522) WOOD TRUSSES - REF. STRUCTURAL DWGS BLOWN INSULATION (R-49 MIN.) BUILD GAPS INTO 2X WOOD BLOCKING AND SHEATHING FOR SOFFIT VENTILATION AS RECOMMENDED BY SOFFIT MFR ASPHALT SHINGLES OVER ROOF UNDERLAYMENT PREFIN. FLASHING W/ DRIP EDGE STEEL TUBES, PRIMED AND PAINTED - REF. STRUCTURAL DWGS 1/2" SEALANT AND BACKER ROD. FILL GAP BETWEEN BACKER ROD AND BLOCKING W/ EXPANDING FOAM @ ALL 4 SIDES STEEL PLATES, PRIMED AND PAINTED W/ THRU BOLTS - REF. STRUCTURAL DWGS 1"X2" PREFIN. ALUMINUM 'L' FRAME, ALL 4 SIDES. SEAL TO PANEL W/ BUTYL TAPE AND SEALANT PEAK ROOF VENT ASSEMBLY A505 6 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: 3/19/2015 7:24:24 PM A505 SECTION DETAILS MAINSTREET HEALTH & WELLNESS SUITES 2014.00421 ZIEGLER ROAD FT. COLLINS, CO 80528 01/30/15 BID DOCUMENTS 1 1/2" = 1'-0" A505 7 SECTION DETAIL - RESIDENTIAL CLERESTORY 1 1/2" = 1'-0" A505 5 SECTION DETAIL - ROOF GUTTER 1 1/2" = 1'-0" A505 4 FOUNDATION AT STONE AND WINDOW SILL 1 1/2" = 1'-0" A505 3 RESIDENTIAL SOFFIT DETAIL 1 1/2" = 1'-0" A505 1 STAIR FLOOR DETAIL 1 1/2" = 1'-0" A505 2 ENLARGED SECTION DETAIL 1 1/2" = 1'-0" A505 6 ROOF EDGE VENT 1 1/2" = 1'-0" A505 8 LOBBY ROOF EDGE DETAIL REVISION SCHEDULE NO. DESCRIPTION DATE COMPACTED GRANULAR FILL PREFIN METAL FLASHING W/ DRIP EDGE STEEL ANGLE, PAINTED - REF. STRUCTURAL DWGS 2" 1 1/4" 4 3/4" 2" 6 3/4" 3 3/8" 1 3/4" 5" 5/8" 3 3/8" 2 3/4" SECOND FLOOR 112' - 9 3/4" 5/8" TYPE 'X' GYPSUM BOARD, PAINTED CONTRACTOR TO VERIFY UNIT TYPE & DIMENSIONS PRIOR TO CONSTRUCTION VINYL DOUBLE HUNG WINDOW SHIM W/ BACK ROD & SEALANT (BOTH SIDES) PAN FLASHING W/ DRIP EDGE UNDER WALL SLEEVE - TURN UP AT WALL AND INTERIOR SHIM PTAC AS REQUIRED 2x6 TREATED WOOD SILL PLATE FILL SHIM SPACE WITH EXPANDING FOAM, ALL SIDES 1/2" EXTERIOR SHEATHING 1" RIGID INSULATION (R-6.5 MIN.) PREFIN METAL FLASHING W/ DRIP EDGE (2) 1/2" EXTERIOR SHEATHING 5/4 FIBER CEMENT TRIM, PAINTED 2-HOUR RATED FLOOR ASSEMBLY - (#L577) PROVIDE SEALANT AND BACKER ROD @ ALL SIDES OF PTAC SLEEVE W/ WEEPS @ EXTERIOR 3/4" PLASTIC LAMINATE SILL W/ BEVELED EDGE AND BELOW SILL TRIM SEALANT AND BACKER ROD ALL SIDES BETWEEN PTAC AND GYPSUM BOARD PREFIN METAL FLASHING W/ DRIP EDGE FIBER CEMENT LAP SIDING, PAINTED 2" 1 1/4" FIBER CEMENT SIDING, PAINTED SILL FLASHING W/ DRIP EDGE CAST STONE TO BE SELF SUPPORTING WITH A MIN. OF 8" SUPPORT ON EACH SIDE OF OPENING 1" CONTINUOUS RIGID INSULATION (R-6.5 MIN.) MASONRY VENEER W/ TIES AND WEEPS 2x6 WOOD STUDS @ 16" O.C. MAX. WITH BATT INSULATION (R- 19 MIN.) 5/8" TYPE 'X' GYPSUM BOARD, PAINTED 1/2" EXTERIOR SHEATHING 1/4" GAP (NO CAULK) 5/4x4" FIBER CEMENT TRIM, PAINTED STRUCTURAL BEAM-REF. STRUCTURAL DWGS 2X6 TREATED WOOD PLATE ALUMINUM STOREFRONT SYSTEM, REF STOREFRONT ELEVATIONS 5/8" TYPE 'X' GYPSUM BOARD, PAINTED WOOD SHIM WITH SEALANT AND BACKER ROD, (BOTH SIDES) (2) 1/2" EXTERIOR SHEATHING BATT INSULATION (R-15 MIN.) EACH SIDE OF BEAM WOOD HEADER-REF STRUCTURAL DWGS 3 3/8" ANCHOR & EPOXY 7 1/8" PREFIN. METAL FLASHING W/ DRIP EDGE OVER STEEL ANGLE, PAINTED - REF. STRUCTURAL DWGS CORNER BEAD @ EXPOSED CORNER SECOND FLOOR 112' - 9 3/4" 5/8" TYPE 'X' GYPSUM BOARD, PAINTED CONTRACTOR TO VERIFY UNIT TYPE & DIMENSIONS PRIOR TO CONSTRUCTION VINYL DOUBLE HUNG WINDOW SHIM W/ BACK ROD & SEALANT (BOTH SIDES) PAN FLASHING W/ DRIP EDGE UNDER WALL SLEEVE - TURN UP AT WALL AND INTERIOR SHIM PTAC AS REQUIRED 2x6 TREATED WOOD SILL PLATE FILL SHIM SPACE WITH EXPANDING FOAM, ALL SIDES 1/2" EXTERIOR SHEATHING 1" RIGID INSULATION (R-6.5 MIN.) PREFIN METAL FLASHING W/ DRIP EDGE (2) 1/2" EXTERIOR SHEATHING 2-HOUR RATED FLOOR ASSEMBLY (#L577) PROVIDE SEALANT AND BACKER ROD @ ALL SIDES OF PTAC SLEEVE W/ WEEPS @ EXTERIOR 3/4" PLASTIC LAMINATE SILL W/ BEVELED EDGE AND BELOW SILL TRIM SEALANT AND BACKER ROD ALL SIDES BETWEEN PTAC AND GYPSUM BOARD PREFIN METAL FLASHING W/ DRIP EDGE PREFIN FIBER CEMENT PANEL RAIN SCREEN SYSTEM 2" 1 1/4" FRAMED WALL W/ EXTERIOR WOOD SHEATHING 1/4" CLEARANCE FROM EDGE OF PANEL TO FLASHING FASTENER APPLIED TO VERTICAL BUILDING FRAMING MEMBER RAINSCREEN STARTER STRIP ALUMINUM FLASHING & DRIP EDGE PREFIN. FIBER CEMENT PANEL SECOND FLOOR 112' - 9 3/4" 8" 2" PREFIN FLASHING W/ DRIP EDGE 5/4X12 FIBER CEMENT TRIM, PAINTED FIBER CEMENT SOFFIT, PAINTED 1X4 SLEEPERS FULLY ADHERED ROOF MEMBRANE SYS. - EXTEND UP WALL 10" MIN. PREFIN FLASHING W/ DRIP EDGE - EXTEND UP WALL 6" MIN. FIBER CEMENT SIDING, PAINTED - DO NOT ATTACH OVER MEMBRANE 5/4X4 FIBER CEMENT TRIM, PAINTED 1" RIGID INSULATION (R-6.5 MIN.) 1/2" EXTERIOR SHEATHING TAPERED RIGID INSULATION (R-25 MIN.) ASPHALT SHINGLES OVER ROOF UNDERLAYMENT EXTERIOR SHEATHING - REF. STRUCTURAL DWGS 2X6 KICKERS - REF. STRUCTURAL DWGS 2X6 WOOD STUDS @ 16" O.C. MAX. W/ BATT INSULATION (R-19 MIN.) 5/8" TYPE 'X' GYPSUM BOARD, PAINTED FIRST FLOOR 100' - 0" 4" CMU - GROUT SOLID 1" CONT. RIGID INSULATION (R-6.5 MIN.) EXTEND DOWN TO FOOTING (2) 5/8" TYPE 'X' GYPSUM BOARD, PAINTED CONCRETE SLAB - REF. STRUCTURAL DWGS. GRADE - REF. CIVIL DWGS CONTRACTOR TO VERIFY UNIT TYPE & DIMENSIONS PRIOR TO CONSTRUCTION VINYL DOUBLE HUNG WINDOW SHIM W/ BACK ROD & SEALANT (BOTH SIDES) W/ SHIM ANCHOR & EPOXY PAN FLASHING UNDER WALL SLEEVE W/ DRIP EDGE - TURN UP AT WALL AND INTERIOR CAVITY DRAINAGE MATERIAL MASONRY VENEER W/ TIES AND WEEPS THRU WALL FLASHING W/ DRIP EDGE 1/2" EXPANSION JOINT MATERIAL GROUT SOLID BELOW FLASHING SHIM PTAC AS REQUIRED 2x6 TREATED WOOD SILL PLATE FILL SHIM SPACE WITH EXPANDING FOAM, ALL SIDES 1/2" EXTERIOR SHEATHING 1" RIGID INSULATION (R-6.5 MIN.) PREFIN METAL FLASHING W/ DRIP EDGE (2) 1/2" EXTERIOR SHEATHING CAST STONE TO BE SELF SUPPORTING WITH A MINIMUM OF 8" SUPPORT ON EACH SIDE OF OPENING 8" CMU FULLY GROUTED - REF. STRUCTURAL DWGS 2" CONT. RIGID INSULATION (R-10 MIN.), EXTEND 24" HORIZONTAL UNDER SLAB PROVIDE SEALANT AND BACKER ROD @ ALL SIDES OF PTAC SLEEVE W/ WEEPS @ EXTERIOR 3/4" PLASTIC LAMINATE SILL W/ BEVELED EDGE AND BELOW SILL TRIM SEALANT AND BACKER ROD ALL SIDES BETWEEN PTAC AND GYPSUM BOARD COMPACTED GRANULAR FILL 5/4 FIBER CEMENT TRIM, PAINTED 1 1/4" 2" PENETRATION IN STRUCTURAL RATED WALL W/ NO OTHER SEPARATION RATINGS ONE HOUR CONDITION TWO HOUR CONDITION Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: 3/19/2015 7:24:18 PM A504 SECTION DETAILS MAINSTREET HEALTH & WELLNESS SUITES 2014.00421 ZIEGLER ROAD FT. COLLINS, CO 80528 01/30/15 BID DOCUMENTS 1 1/2" = 1'-0" A504 1 WINDOW DETAIL - 2 HR @ MIDHEIGHT WAINSCOT 3" = 1'-0" A504 3 CAST STONE CAP PROFILE 1 1/2" = 1'-0" A504 7 RESIDENTIAL WINDOW SILL - SECOND STORY 1 1/2" = 1'-0" A504 5 CAST STONE - PANEL TRANSITION 1 1/2" = 1'-0" A504 8 PTAC 2 1-HR PANEL DETAIL 1 1/2" = 1'-0" A504 4 TYP RAINSCREEN HORIZONTAL JOINT 1 1/2" = 1'-0" A504 6 WALL SECTION 1 1/2" = 1'-0" A504 2 WINDOW DETAIL - 2 HR @ TYP. WAINSCOT 1 1/2" = 1'-0" A504 9 RATED GYPSUM PENETRATIONS REVISION SCHEDULE NO. DESCRIPTION DATE 2" FLOOR TO FLOOR EXPANSION JOINT ASSEMBLY 7/8" CAST UNDERLAYMENT OVER 2 HR RATED FLOOR ASSEMBLY- FC5752 WOOD JOIST - REF. STRUCTURAL DWGS RATED WALL ASSEMBLY - REF. WALL TYPES RATED GYPSUM BOARD SHAFT WALL ASSEMBLY - REF. WALL TYPES EXPANSION JOINT 2" CONT. FLASHING AND SHEET METAL UNDERNEATH EXPANSION JOINT AND COVER ASSEMBLY PER SPECIFICATIONS ASPHALT SHINGLES OVER ROOF UNDERLAYMENT ROOF SHEATHING - REF. STRUCTURAL DWGS. FIRE TREATED 48" EACH SIDE OF JOINT WOOD ROOF TRUSSES - REF. STRUCTURAL DWGS RATED WALL ASSEMBLY - REF. WALL TYPES RATED GYPSUM BOARD SHAFT WALL ASSEMBLY - REF. WALL TYPES FIRST FLOOR 100' - 0" MASONRY VENEER W/ TIES & WEEPS CAVITY DRAINAGE MATERIAL WEEPS @24" O.C. THRU WALL FLASHING W/ DRIP EDGE GRADE, REF. CIVIL DWGS. GROUT SOLID BELOW FLASHING 4" CMU, GROUT SOLID CONCRETE FOUNDATION REF. STRUCTURAL DWGS. CONCRETE SLAB REF. STRUCTURAL DWGS. COMPACTED GRANULAR FILL 1/2" EXPANSION JOINT MATERIAL 2X6 TREATED WOOD SILL PLATE 2x6 WOOD STUDS @16" O.C. MAX W/ BATT INSULATION (R-19 MIN.) 1" RIGID INSULATION (R-6.5 MIN.) EXTEND DOWN TO FOOTING 1/2" EXTERIOR SHEATHING (2) 5/8" TYPE 'X' GYPSUM BOARD, PAINTED OVER CONT. SHEET VAPOR RETARDER (2) 8" CMU, GROUT SOLID 2" RIGID INSULATION (R-10 MIN.) EXTEND 24" HORIZONTAL FIBER CEMENT LAP SIDING, PAINTED PREFINISHED THRUWALL FLASHING W/DRIP EDGE 1" CONTINUOUS RIGID INSULATION (R-6.5 MIN.) MASONRY VENEER W/ TIES AND WEEPS 2x6 WOOD STUDS @ 16" O.C. MAX. WITH BATT INSULATION (R-19 MIN.) (2) 5/8" TYPE 'X' GYPSUM BOARD, PAINTED CAST STONE CAP ANCHOR AND EPOXY 1/2" EXTERIOR SHEATHING 1/4" GAP (NO CAULK) 5/4X4 FIBER CEMENT TRIM, PAINTED CONTINUOUS SHEET VAPOR RETARDER CAST STONE TO BE SELF SUPPORTING WITH A MINIMUM OF 8" SUPPORT ON EACH SIDE OF OPENING 1'-0" 1'-4" 4' x8' STUD MOCK UP WALL MOCK UP STUD WALL WALL RATING 5/8" GYPSUM BOARD (PROVIDE 2 LAYERS @ 2 HOUR WALLS) TAPE LISTED FIRE STOPPING SYSTEM ITEM TYPE, MATERIAL & SIZE OR RANGE OF SIZES PENETRATING ITEM LISTED SYSTEM NO. AND MFR. 3/4" 1/2" 4 1/2" 1/2" 5 1/2" 3'-6" 1x6 MAHOGANY WOOD CAP W/ EASED EDGES STAINED TO MATCH WOOD DOORS. REFER TO FINISH LEGEND 1/4"x4.5" SOLID WOOD. SANDED AND PAINTED BLACK CORNER BEAD, BOTH SIDES, TYP. 2x4 TOP PLATE 5/8" GYP. BD. EACH SIDE, PAINTED 2X4 WOOD STUDS @ 16" O.C. MAX SECOND FLOOR 112' - 9 3/4" LOWER ROOF TRUSS BRG 111' - 4" 1-HR RATED ROOF ASSEMBLY (#P522) (2) 5/8" TYPE 'X' GYPSUM BOARD EA SIDE OVER 2X6 WOOD STUDS @ 16" O.C. MAX. STEEL BEAM, PROTECT W/ INTUMESCENT MASTIC - REF. STRUCTURAL DWGS WOOD BLOCKING EA SIDE OF BEAM TO BRACE WALL 2-HR RATED FLOOR ASSEMBLY (#L577) TAPERED RIGID INSULATION (R-25 MIN.) 1/2" EXTERIOR SHEATHING 2X6 WOOD STUDS @ 16" O.C. MAX. W/ BATT INSULATION (R-19 MIN.) 5/8" TYPE 'X' GYPSUM BOARD, PAINTED WOOD TRUSSES - REF. STRUCTURAL DWGS RAFTER/TRUSS RAFTER/TRUSS RAINSCREEN LOW PROFILE RIDGE VENT ASPHALT SHINGLES FASTENERS ASPHALT SHINGLE RIDGE CAP ASPHALT SHINGLE ROOF OVER UNDERLAYMENT AND 1/2" EXTERIOR GRADE SHEATHING 2-HR RATED FLOOR ASSEMBLY (#L577) WOOD TRUSSES - REF. STRUCTURAL DWGS WRAP GYPSUM BOARD & FURRING AROUND BEAM & BLOCKING TO MAINTAIN FLOOR RATING WOOD BLOCKING EA SIDE OF BEAM TO BRACE BEAM WRAP STEEL BEAM, PROTECT W/ INTUMESCENT MASTIC - REF. STRUCTURAL DWGS 5/8" GYPSUM BOARD OVER 2X4 WOOD STUDS @ 16" O.C. MAX. TO CEILING BELOW SECOND FLOOR 112' - 9 3/4" LOWER ROOF TRUSS BRG 111' - 4" 2-HR RATED FLOOR ASSEMBLY (#L577) WRAP GYPSUM BOARD & FURRING AROUND BEAM & BLOCKING TO MAINTAIN FLOOR RATING WOOD BLOCKING EA SIDE OF BEAM TO BRACE BEAM WRAP STEEL BEAM, PROTECT W/ INTUMESCENT MASTIC - REF. STRUCTURAL DWGS WOOD TRUSSES - REF. STRUCTURAL DWGS Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: 3/19/2015 7:24:13 PM A503 SECTION DETAILS MAINSTREET HEALTH & WELLNESS SUITES 2014.00421 ZIEGLER ROAD FT. COLLINS, CO 80528 01/30/15 BID DOCUMENTS 1/2" = 1'-0" A503 3 MAILBOX DETAIL 3/4" = 1'-0" A503 5 ROOF HATCH DETAIL 1 1/2" = 1'-0" A503 1 EXPANSION JOINT FLOOR DETAIL 1 1/2" = 1'-0" A503 2 EXPANSION JOINT ROOF DETAIL 1 1/2" = 1'-0" A503 6 FOUNDATION AT MASONRY DETAIL 1 1/2" = 1'-0" A503 7 CAST STONE - SIDING TRANSITION DETAIL 3/4" = 1'-0" A503 8 FIRESTOPPING PENETRATION MOCK UP DETAIL 3" = 1'-0" A503 9 WOOD WALL CAP DETAIL 1 1/2" = 1'-0" A503 4 BEAM ENCLOSURE DETAIL PER IBC 706.6, EXCEPTION 2.2 1 1/2" = 1'-0" A503 11 SECTION DETAIL - RIDGE VENT DETAIL 1 1/2" = 1'-0" A503 10 SECTION DETAIL 1 1/2" = 1'-0" A503 12 SECTION DETAIL REVISION SCHEDULE NO. DESCRIPTION DATE 1'-0 1/4" AB6 Z6S ENCASE COLUMN IN (2) LAYERS 5/8" TYPE 'X' GYPSUM BOARD 5/8" TYPE 'X' GYPSUM BOARD, PAINTED BATT INSULATION EACH SIDE OF BEAM (R-15 MIN.) 2X WOOD BLOCKING @ BEAM 1/2" EXTERIOR SHEATHING 1" CONT. RIGID INSULATION (R-6.5 MIN.) PREFIN. SHEET METAL, TERMINATE 4" MIN. BEHIND ADJACENT FIBER CEMENT PANEL CONT. SEALANT @ JOINT FIBER CEMENT PANEL RAIN SCREEN ASSEMBLY STEEL COLUMN, PROTECT W/ INTUMESCENT MASTIC - REF. STRUCTURAL DWGS WOOD BLOCKING @ COLUMN 'J' TRIM PER RAIN SCREEN MFR 4" ALUMINUM STOREFRONT SYSTEM - REF. STOREFRONT ELEVATIONS PREFIN. FIBER CEMENT PANEL RAINSCREEN SYS. SEALANT AND BACKER ROD W/ SHIM, BOTH SIDES 1" CONT. RIGID INSULATION (R-6.5 MIN.) STEEL ROOF SUPPORT FRAME 1/2" EXTERIOR SHEATHING PREFIN. SHEET METAL, TERMINATE BEHIND FIBER CEMENT TRIM AND UNDER STOREFRONT (2) 5/8" TYPE 'X' GYPSUM BOARD, PAINTED ALUMINUM STOREFRONT SYSTEM - REF. STOREFRONT ELEVATIONS SEALANT AND BACKER ROD W/ SHIM, BOTH SIDES STEEL COLUMN, PROTECT W/ INTUMESCENT MASTIC - REF. STRUCTURAL DWGS BATT INSULATION (R-19 MIN.) 2X6 WOOD STUDS @ 16" O.C. MAX. CORNER BEAD @ ALL EXPOSED CORNERS, TYP. WOOD BLOCKING @ COLUMN ROOF EDGE BELOW (2) 1/2" EXTERIOR SHEATHING (2) 1/2" EXTERIOR SHEATHING CONT SHEET VAPOR RETARDER 5/4x4" FIBER CEMENT TRIM, PAINTED (2) 5/8" TYPE 'X' GYPSUM BOARD, PAINTED BATT INSULATION (R-15 MIN.) EA. SIDE OF BEAM WOOD BLOCKING @ COLUMN AND @ 16" O.C. MAX. STEEL COLUMN, PROTECT W/ INTUMESCENT MASTIC - REF. STRUCTURAL DWGS 5/8" TYPE 'X' GYPSUM BOARD, PAINTED 1/2" EXTERIOR SHEATHING 1" CONT. RIGID INSULATION (R-6.5) PREFIN. SHEET METAL, EXTEND 4" MIN. UNDER ADJACENT SIDING 1/2" EXTERIOR SHEATHING 1" CONT. RIGID INSULATION (R-6.5) FIBER CEMENT SIDING, PAINTED 4" CORNER BEADS @ ALL EXPOSED CORNERS 5/8" TYPE 'X' GYPSUM BOARD, PAINTED - ALL SIDES 2X6 WOOD STUDS 2X WOOD BLOCKING WOOD SLAT WALL FEATURE - REF. INTERIOR DWGS 10 3/4" ALIGN FACE OF GYPSUM W/ FACE OF ADJACENT WALLS SEALANT FRAMED WALL W/ EXTERIOR WOOD SHEATHING 1" CONT. RIGID INSULATION (R-6.5 MIN.) RAINSCREEN CLIP ATTACHED TO FRAMING FIBER CEMENT TRIM AS PART OF RAINSCREEN SYSTEM DOUBLE FLANGE SEALANT BACKER, PER MFG PREFIN. RAINSCREEN PANEL SYS. DOUBLE FLANGE SEALANT BACKER, PER MFG. SEALANT 1" CONT. RIGID INSULATION (R-6.5 MIN.) PRE-FIN. FIBER CEMENT PANEL RAINSCREEN SYSTEM RAINSCREEN CLIP ATTACHED TO FRAMING FRAMED WALL W/ EXTERIOR WOOD SHEATHING BACKER ROD & SEALANT ADJUSTABLE BRICK VENEER WALL TIES NOTE: SEE EXTERIOR ELEVATIONS FOR CONTROL JOINT LOCATIONS E-Z STRIP CJ OR SIM. BOTH SIDES 1/2" GAP MAX RE: PLAN FOR WOOD STUD TYPES THERMAFIBER SAFB COMPRESSED TO FILL OPENING. MAINTAIN ALL FIRE-RATED WALL CONSTRUCTION PER GYPSUM ASSOCIATION CONSTRUCTION STANDARDS. TWO LAYERS GYP. BD. AT TWO HOUR WALLS AT NON-RATED WALLS THERMAFIBER NOTE: FILLER NOT REQUIRED RE: PLANS/ELEVATIONS FOR LOCATIONS OR AS REQUIRED BY MANUFACTURERS SPECS, IN WHICH CASE COORDINATE WITH ARCHITECT 5/8" GYP. BD. BOTH SIDES E-Z STRIP CJ OR SIM. BOTH SIDES 1/2" GAP MAX RE: PLAN FOR WOOD STUD TYPES SOUND BATT NOTE: SPACE 28'-0" O.C. MAX. COORD. W/ ARCHITECT 5/8" GYP. BD. BOTH SIDES 3/4" 1/2" 3/4" 3/4" PLASTIC LAMINATE PANEL 2X6 WOOD STUD @ PANEL JOINT 1/2"X3/4" PREFIN. METAL RECESSED TRIM - REF. NURSE STATION ELEVATIONS 1/2"X3/4" PREFIN. METAL RECESSED TRIM - REF. NURSE STATION 3/ELEVATIONS4" PLASTIC LAMINATE PANEL 2X6 WOOD STUD @ PANEL JOINT 3/4"X3/4" PREFIN. RECESSED CORNER TRIM - REF. NURSE STATION ELEVATIONS 5 1/2" 5 1/2" (2) 5/8" TYPE 'X' GYPSUM BOARD, PAINTED STEEL COLUMN, PROTECT W/ INTUMESCENT MASTIC - REF. STRUCTURAL DWGS CORNER BEADS @ EXPOSED CORNERS WOOD BLOCKING @ COLUMN, ALL SIDES ALUMINUM STOREFRONT SYSTEM - REF. STOREFRONT ELEVATIONS 5/8" TYPE 'X' GYPSUM BOARD, PAINTED OVER 2X FRAMING STEEL COLUMN, PROTECT W/ INTUMESCENT MASTIC - REF. STRUCTURAL DWGS ALUMINUM AUTOMATIC SLIDING DOOR SYSTEM - REF. STOREFRONT ELEVATIONS SEALANT & BACKER ROD, BOTH SIDES W/ SHIM ALUMINUM STOREFRONT SYS. - REF. STOREFRONT ELEVATIONS ALUMINUM AUTOMATIC SLIDING DOOR SYS. - REF. STOREFRONT ELEVATIONS CORNER BEAD @ EXPOSED CORNERS 5/8" TYPE 'X' GYPSUM BOARD, PAINTED OVER CONT. SHEET VAPOR RETARDER 2X4 WOOD STUDS @ 16" O.C. MAX. W/ BATT INSULATION (R-19 MIN.) STEEL COLUMN, PROTECT W/ INTUMESCENT MASTIC - REF. STRUCTURAL DWGS 5/8" TYPE 'X' GYPSUM BOARD, PAINTED OVER CONT. SHEET VAPOR RETARDER 2X4 WOOD STUDS @ 16" O.C. MAX. W/ BATT INSULATION (R-15 MIN.) Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: 3/19/2015 7:24:05 PM A501 PLAN DETAILS MAINSTREET HEALTH & WELLNESS SUITES 2014.00421 ZIEGLER ROAD FT. COLLINS, CO 80528 01/30/15 BID DOCUMENTS 1 1/2" = 1'-0" A501 1 PLAN DETAIL - EXPANSION JOINT DETAIL 1 1/2" = 1'-0" A501 2 INTERIOR COLUMN ENCLOSURE (TYP.) 1 1/2" = 1'-0" A501 3 TWO HOUR PROTECTED COLUMN 1 1/2" = 1'-0" A501 5 METAL BAND DETAIL 1 1/2" = 1'-0" A501 6 METAL BAND DETAIL 2 1 1/2" = 1'-0" A501 7 METAL BAND DETAIL 3 1 1/2" = 1'-0" A501 4 WALL DETAIL N N N N N N N 3" = 1'-0" A501 9 TYP RAINSCREEN OUTSIDE CORNER 3" = 1'-0" A501 8 TYP RAINSCREEN EXPANSION JOINT 3" = 1'-0" A501 11 TYP. BRICK CONTROL JOINT DETAIL 3" = 1'-0" A501 12 TYP. CONTROL JOINT @ RATED WALLS 3" = 1'-0" A501 13 TYP. CONTROL JOINT @ NONRATED WALLS 3" = 1'-0" A501 10 NURSE STATION JOINT DETAIL 3" = 1'-0" A501 14 NURSE STATION CORNER DETAIL PER IBC 706.5, EXCEPTION 1 1 1/2" = 1'-0" A501 15 COLUMN POST DETAIL 1 1/2" = 1'-0" A501 16 COLUMN CORNER DETAIL 1 1/2" = 1'-0" A501 17 LOBBY CORNER DETAIL REVISION SCHEDULE NO. DESCRIPTION DATE CORRIDOR A136 A312 5 1 HR RATED CEILING ASSEMBLY- UL P522 A306 4 TYP A506 4 TAPERED RIGID INSULATION SYSTEM (R-25 MIN.) RATED ROOF/ CEILING ASSEMBLY SYSTEM - REF. LIFE SAFETY PLAN FULLY ADHERED MEMBRANE ROOFING SYSTEM LAP MEMBRANE UP AND UNDER COPING COPING OVER 2x TREATED WOOD BLOCKING SHINGLES OVER UNDERLAYMENT AND ROOF SHEATHING, REF. STRUCTURAL WOOD TRUSSES REF. STRUCTURAL DWGS. RIGID INSULATION OVER EXTERIOR SHEATHING LAP MEMBRANE UP AND UNDER EAVE FASCIA BOARD BUILD STUB WALL SO THAT FACE OF SHEATHING IS ALIGNED TO BACK SIDE OF FASCIA - BUILD WALL APPROX. 36" IN FROM REAR FACE OF PARAPET WALL START FIBER CEMENT SIDING PREFINISHED FLASHING @ SHINGLES BUILD STUB WALL SO THAT FACE OF SHEATHING IS ALIGNED TO BACK SIDE OF FASCIA - BUILD WALL APPROX. 18" IN FROM REAR FACE OF PARAPET WALL RIGID INSULATION OVER EXTERIOR SHEATHING THIS DETAIL IS APPLICABLE AT ALL RESIDENT WING TRANSITIONS FROM A SINGLE STORY FLAT ROOF TO A SINGLE STORY GABLE ROOF. Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: 3/19/2015 7:23:58 PM A306 BUILDING SECTIONS MAINSTREET HEALTH & WELLNESS SUITES 2014.00421 ZIEGLER ROAD FT. COLLINS, CO 80528 01/30/15 BID DOCUMENTS 1/4" = 1'-0" A306 1 BUILDING SECTION 1/4" = 1'-0" A306 2 BUILDING SECTION 1/2" = 1'-0" A306 4 TYPICAL CORRIDOR SECTION 1/4" = 1'-0" A306 3 BUILDING SECTION 1 1/2" = 1'-0" A306 5 PARAPET COPING DETAIL REVISION SCHEDULE NO. DESCRIPTION DATE A305 1 BUILDING SECTION REVISION SCHEDULE NO. DESCRIPTION DATE 111' - 4" UPPER TRUSS BRG 122' - 0" 1 A305 ELEC. B126 MECH. B129 OFFICE B125 DRY B131 WASH. B134 STORAGE B139 HALL B137 STAFF LOUNGE B142 AL GYM B225 1 HR RATED ROOF ASSEMBLY- RC2601 1 HR RATED ROOF ASSEMBLY- UL P522 2 HR RATED FLOOR ASSEMBLY- FC5752 MECHANICAL UNIT PER HVAC DWGS 1A / A304 A314 2 SIM. A506 9 SIM. A503 4 SIM. A641 3 Sim A641 1 Sim A503 12 SIM. A506 12 b9 b10 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: 3/19/2015 7:23:46 PM A304 BUILDING SECTIONS MAINSTREET HEALTH & WELLNESS SUITES 2014.00421 ZIEGLER ROAD FT. COLLINS, CO 80528 01/30/15 BID DOCUMENTS 1/4" = 1'-0" A304 1A BUILDING SECTION 1/4" = 1'-0" A304 1B BUILDING SECTION REVISION SCHEDULE NO. DESCRIPTION DATE CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: 3/19/2015 7:23:39 PM A303 BUILDING SECTIONS MAINSTREET HEALTH & WELLNESS SUITES 2014.00421 ZIEGLER ROAD FT. COLLINS, CO 80528 01/30/15 BID DOCUMENTS 1/4" = 1'-0" A303 1 BUILDING SECTION 1/4" = 1'-0" A303 2 BUILDING SECTION REVISION SCHEDULE NO. DESCRIPTION DATE B114 AL 1BR B216 CORRIDOR B201 ADA AL STUDIO B218 A503 11 6" 1'-0" 6" 1'-0" 1 HR RATED ROOF ASSEMBLY- UL P522 2 HR RATED FLOOR ASSEMBLY- FC5752 POSTAL BOXES A503 3 TYP. TYP. aC b9 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: 3/19/2015 7:23:32 PM A302 BUILDING SECTIONS MAINSTREET HEALTH & WELLNESS SUITES 2014.00421 ZIEGLER ROAD FT. COLLINS, CO 80528 01/30/15 BID DOCUMENTS 1/4" = 1'-0" A302 2 BUILDING SECTION 1/4" = 1'-0" A302 1 BUILDING SECTION REVISION SCHEDULE NO. DESCRIPTION DATE SECOND FLOOR 112' - 9 3/4" LOWER ROOF TRUSS BRG 111' - 4" UPPER TRUSS BRG 122' - 0" AL 1BR A213 ADA SN PRIVATE A116 CORRIDOR A105 CORRIDOR A203 AL 1BR A208 ADA SN PRIVATE A109 A306 4 A311 2 A503 11 6" 1'-0" 6" 1'-0" 1 HR RATED ROOF ASSEMBLY- UL P522 2 HR RATED FLOOR ASSEMBLY- FC5752 A311 2 OPP. TYP. TYP. 5 A314 a3 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: 3/19/2015 7:23:27 PM A301 BUILDING SECTIONS MAINSTREET HEALTH & WELLNESS SUITES 2014.00421 ZIEGLER ROAD FT. COLLINS, CO 80528 01/30/15 BID DOCUMENTS 1/4" = 1'-0" A301 1 BUILDING SECTION 1/4" = 1'-0" A301 2 BUILDING SECTION REVISION SCHEDULE NO. DESCRIPTION DATE UPPER TRUSS BRG 122' - 0" TAUPE SIDING BROWN PANEL TAUPE SIDING GREEN SIDING TAUPE SIDING TAUPE SIDING BROWNSIDING GATE GREEN SIDING BROWN Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: 3/19/2015 7:23:09 PM A201A EXTERIOR COLOR ELEVATIONS MAINSTREET HEALTH & WELLNESS SUITES 2014.00421 ZIEGLER ROAD FT. COLLINS, CO 80528 01/30/15 BID DOCUMENTS NOT FOR CONSTRUCTION 1/16" = 1'-0" A201A 1 SOUTH ELEVATION - OVERALL 1/16" = 1'-0" A201A 2 NORTH ELEVATION - OVERALL 1/16" = 1'-0" A201A 3 WEST ELEVATION - OVERALL 1/16" = 1'-0" A201A 4 EAST ELEVATION - OVERALL KEYED ELEVATION NOTES (NOTED WITH ) 1 GROUND FACE BURNISHED CMU - SEE SPECIFICATIONS 2 CAST STONE CAP - SEE DETAIL 3/A504 3 FIBER CEMENT BOARD SIDING, PAINTED 4 VINYL DOUBLE HUNG WINDOW - SEE A600 SHEETS 5 5/4x4" FIBER CEMENT BOARD TRIM, PAINTED 6 PREFINISHED 6" METAL GUTTER AND 3"x4" DOWNSPOUT 7 INSULATED HOLLOW METAL DOOR AND FRAME, PAINTED 8 FASCIA BOARD TRIM, PAINTED, TYPICAL 9 ASPHALT SHINGLE ROOFING 10 CONTINUOUS RIDGE VENT, TYPICAL 11 PREFINISHED METAL FLASHING 12 PTAC UNIT - SEE MECHANICAL DRAWINGS 13 PREFINISHED FIBER CEMENT RAINSCREEN PANEL W/ PREFINISHED MATCHING JOINTS 14 PREFINISHED METAL PARAPET COPING 15 WALL LOUVER - REF. MECH. DWGS 16 ROOF EXPANSION JOINT - SEE DETAIL 2/A503 17 PORT COCHERE DROP OFF CANOPY - SEE SHEET A412 18 ALUMINUM STOREFRONT - SEE A600 SHEETS 19 WALL EXPANSION JOINT - SEE DETAIL 1/A501 20 INSULATED METAL CANOPY - SEE A300 SHEETS 21 PREFINISHED METAL GATE-SEE SHEET A604 22 PREFINISHED METAL 18"X12" SCUPPER CONDUCTOR W/ 3"X4" D.S. 23 ROOF MEMBRANE FLASHING EDGE - SEE A300 SHEETS 24 PREFINISHED SHEET METAL BEND - SEE A300 SHEETS 25 STEEL COLUMNS, PAINTED - SEE STRUCTURAL SHEETS 26 BRICK CONTROL JOINT - SEE DETAIL 10/A501 27 INSTALL END PANELS AT GUTTERS WHERE TERMINATED ON EITHER SIDE OF EXPANSION JOINT 28 PREFINISHED OVERHEAD SECTIONAL DOOR - REF A600 SHEETS 29 CONT. ROOF EDGE VENT - REF DETAIL 6/A505 KEYPLAN N 2B 1B 2A 1A 2C 1C 2 4 1 3 1 COLOR GENERAL NOTES: 1. ALL ASPHALT SHINGLE ROOFING TO BE DARK BROWN. 2. ALL BURNISHED BLOCK TO BE LIGHT BROWN. 3. ALL ROOF FASCIA, GUTTERS, DOWNSPOUTS, HOLLOW METAL DOORS, VINYL WINDOWS, AND ALUMINUM STOREFRONTS TO BE WHITE. 4. ALL CAST STONE TO BE CREAM. 5. ALL EXPOSED STEEL TO BE BROWN. REVISION SCHEDULE NO. DESCRIPTION DATE 5 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: 3/19/2015 7:23:22 PM A212 EAST ELEVATION MAINSTREET HEALTH & WELLNESS SUITES 2014.00421 ZIEGLER ROAD FT. COLLINS, CO 80528 01/30/15 BID DOCUMENTS 1/8" = 1'-0" A212 1 EAST ELEVATION-PART A 1/8" = 1'-0" A212 2 EAST ELEVATION-PART B KEYED ELEVATION NOTES (NOTED WITH ) 1 GROUND FACE BURNISHED CMU - SEE SPECIFICATIONS 2 CAST STONE CAP - SEE DETAIL 3/A504 3 FIBER CEMENT BOARD SIDING, PAINTED 4 VINYL DOUBLE HUNG WINDOW - SEE A600 SHEETS 5 5/4x4" FIBER CEMENT BOARD TRIM, PAINTED 6 PREFINISHED 6" METAL GUTTER AND 3"x4" DOWNSPOUT 7 INSULATED HOLLOW METAL DOOR AND FRAME, PAINTED 8 FASCIA BOARD TRIM, PAINTED, TYPICAL 9 ASPHALT SHINGLE ROOFING 10 CONTINUOUS RIDGE VENT, TYPICAL 11 PREFINISHED METAL FLASHING 12 PTAC UNIT - SEE MECHANICAL DRAWINGS 13 PREFINISHED FIBER CEMENT RAINSCREEN PANEL W/ PREFINISHED MATCHING JOINTS 14 PREFINISHED METAL PARAPET COPING 15 WALL LOUVER - REF. MECH. DWGS 16 ROOF EXPANSION JOINT - SEE DETAIL 2/A503 17 PORT COCHERE DROP OFF CANOPY - SEE SHEET A412 18 ALUMINUM STOREFRONT - SEE A600 SHEETS 19 WALL EXPANSION JOINT - SEE DETAIL 1/A501 20 INSULATED METAL CANOPY - SEE A300 SHEETS 21 PREFINISHED METAL GATE-SEE SHEET A604 22 PREFINISHED METAL 18"X12" SCUPPER CONDUCTOR W/ 3"X4" D.S. 23 ROOF MEMBRANE FLASHING EDGE - SEE A300 SHEETS 24 PREFINISHED SHEET METAL BEND - SEE A300 SHEETS 25 STEEL COLUMNS, PAINTED - SEE STRUCTURAL SHEETS 26 BRICK CONTROL JOINT - SEE DETAIL 10/A501 27 INSTALL END PANELS AT GUTTERS WHERE TERMINATED ON EITHER SIDE OF EXPANSION JOINT 28 PREFINISHED OVERHEAD SECTIONAL DOOR - REF A600 SHEETS 29 CONT. ROOF EDGE VENT - REF DETAIL 6/A505 KEYPLAN N 2B 1B 2A 1A 2C 1C 1 2 1 REVISION SCHEDULE NO. DESCRIPTION DATE 10 Project Number CERTIFIED BY ISSUANCE INDEX DATE: PROJECT PHASE: 3/19/2015 7:23:19 PM A211 NORTH ELEVATION MAINSTREET HEALTH & WELLNESS SUITES 2014.00421 ZIEGLER ROAD FT. COLLINS, CO 80528 01/30/15 BID DOCUMENTS 1/8" = 1'-0" A211 1 NORTH ELEVATION-PART A 1/8" = 1'-0" A211 2 NORTH ELEVATION-PART B KEYED ELEVATION NOTES (NOTED WITH ) 1 GROUND FACE BURNISHED CMU - SEE SPECIFICATIONS 2 CAST STONE CAP - SEE DETAIL 3/A504 3 FIBER CEMENT BOARD SIDING, PAINTED 4 VINYL DOUBLE HUNG WINDOW - SEE A600 SHEETS 5 5/4x4" FIBER CEMENT BOARD TRIM, PAINTED 6 PREFINISHED 6" METAL GUTTER AND 3"x4" DOWNSPOUT 7 INSULATED HOLLOW METAL DOOR AND FRAME, PAINTED 8 FASCIA BOARD TRIM, PAINTED, TYPICAL 9 ASPHALT SHINGLE ROOFING 10 CONTINUOUS RIDGE VENT, TYPICAL 11 PREFINISHED METAL FLASHING 12 PTAC UNIT - SEE MECHANICAL DRAWINGS 13 PREFINISHED FIBER CEMENT RAINSCREEN PANEL W/ PREFINISHED MATCHING JOINTS 14 PREFINISHED METAL PARAPET COPING 15 WALL LOUVER - REF. MECH. DWGS 16 ROOF EXPANSION JOINT - SEE DETAIL 2/A503 17 PORT COCHERE DROP OFF CANOPY - SEE SHEET A412 18 ALUMINUM STOREFRONT - SEE A600 SHEETS 19 WALL EXPANSION JOINT - SEE DETAIL 1/A501 20 INSULATED METAL CANOPY - SEE A300 SHEETS 21 PREFINISHED METAL GATE-SEE SHEET A604 22 PREFINISHED METAL 18"X12" SCUPPER CONDUCTOR W/ 3"X4" D.S. 23 ROOF MEMBRANE FLASHING EDGE - SEE A300 SHEETS 24 PREFINISHED SHEET METAL BEND - SEE A300 SHEETS 25 STEEL COLUMNS, PAINTED - SEE STRUCTURAL SHEETS 26 BRICK CONTROL JOINT - SEE DETAIL 10/A501 27 INSTALL END PANELS AT GUTTERS WHERE TERMINATED ON EITHER SIDE OF EXPANSION JOINT 28 PREFINISHED OVERHEAD SECTIONAL DOOR - REF A600 SHEETS 29 CONT. ROOF EDGE VENT - REF DETAIL 6/A505 KEYPLAN N 2B 1B 2A 1A 2C 1C 1 2 1 REVISION SCHEDULE NO. DESCRIPTION DATE MAINSTREET HEALTH & WELLNESS SUITES 2014.00421 ZIEGLER ROAD FT. COLLINS, CO 80528 01/30/15 BID DOCUMENTS 1/8" = 1'-0" A210 1 WEST ELEVATION-PART A 1/8" = 1'-0" A210 2 WEST ELEVATION-PART B KEYED ELEVATION NOTES (NOTED WITH ) 1 GROUND FACE BURNISHED CMU - SEE SPECIFICATIONS 2 CAST STONE CAP - SEE DETAIL 3/A504 3 FIBER CEMENT BOARD SIDING, PAINTED 4 VINYL DOUBLE HUNG WINDOW - SEE A600 SHEETS 5 5/4x4" FIBER CEMENT BOARD TRIM, PAINTED 6 PREFINISHED 6" METAL GUTTER AND 3"x4" DOWNSPOUT 7 INSULATED HOLLOW METAL DOOR AND FRAME, PAINTED 8 FASCIA BOARD TRIM, PAINTED, TYPICAL 9 ASPHALT SHINGLE ROOFING 10 CONTINUOUS RIDGE VENT, TYPICAL 11 PREFINISHED METAL FLASHING 12 PTAC UNIT - SEE MECHANICAL DRAWINGS 13 PREFINISHED FIBER CEMENT RAINSCREEN PANEL W/ PREFINISHED MATCHING JOINTS 14 PREFINISHED METAL PARAPET COPING 15 WALL LOUVER - REF. MECH. DWGS 16 ROOF EXPANSION JOINT - SEE DETAIL 2/A503 17 PORT COCHERE DROP OFF CANOPY - SEE SHEET A412 18 ALUMINUM STOREFRONT - SEE A600 SHEETS 19 WALL EXPANSION JOINT - SEE DETAIL 1/A501 20 INSULATED METAL CANOPY - SEE A300 SHEETS 21 PREFINISHED METAL GATE-SEE SHEET A604 22 PREFINISHED METAL 18"X12" SCUPPER CONDUCTOR W/ 3"X4" D.S. 23 ROOF MEMBRANE FLASHING EDGE - SEE A300 SHEETS 24 PREFINISHED SHEET METAL BEND - SEE A300 SHEETS 25 STEEL COLUMNS, PAINTED - SEE STRUCTURAL SHEETS 26 BRICK CONTROL JOINT - SEE DETAIL 10/A501 27 INSTALL END PANELS AT GUTTERS WHERE TERMINATED ON EITHER SIDE OF EXPANSION JOINT 28 PREFINISHED OVERHEAD SECTIONAL DOOR - REF A600 SHEETS KEYPLAN 29 CONT. ROOF EDGE VENT - REF DETAIL 6/A505 N 2B 1B 2A 1A 2C 1C 1 1 2 REVISION SCHEDULE NO. DESCRIPTION DATE A209 SOUTH ELEVATION MAINSTREET HEALTH & WELLNESS SUITES 2014.00421 ZIEGLER ROAD FT. COLLINS, CO 80528 01/30/15 BID DOCUMENTS KEYED ELEVATION NOTES (NOTED WITH ) 1 GROUND FACE BURNISHED CMU - SEE SPECIFICATIONS 2 CAST STONE CAP - SEE DETAIL 3/A504 3 FIBER CEMENT BOARD SIDING, PAINTED 4 VINYL DOUBLE HUNG WINDOW - SEE A600 SHEETS 5 5/4x4" FIBER CEMENT BOARD TRIM, PAINTED 6 PREFINISHED 6" METAL GUTTER AND 3"x4" DOWNSPOUT 7 INSULATED HOLLOW METAL DOOR AND FRAME, PAINTED 8 FASCIA BOARD TRIM, PAINTED, TYPICAL 9 ASPHALT SHINGLE ROOFING 10 CONTINUOUS RIDGE VENT, TYPICAL 11 PREFINISHED METAL FLASHING 12 PTAC UNIT - SEE MECHANICAL DRAWINGS 13 PREFINISHED FIBER CEMENT RAINSCREEN PANEL W/ PREFINISHED MATCHING JOINTS 14 PREFINISHED METAL PARAPET COPING 15 WALL LOUVER - REF. MECH. DWGS 16 ROOF EXPANSION JOINT - SEE DETAIL 2/A503 17 PORT COCHERE DROP OFF CANOPY - SEE SHEET A412 18 ALUMINUM STOREFRONT - SEE A600 SHEETS 19 WALL EXPANSION JOINT - SEE DETAIL 1/A501 20 INSULATED METAL CANOPY - SEE A300 SHEETS 21 PREFINISHED METAL GATE-SEE SHEET A604 22 PREFINISHED METAL 18"X12" SCUPPER CONDUCTOR W/ 3"X4" D.S. 23 ROOF MEMBRANE FLASHING EDGE - SEE A300 SHEETS 24 PREFINISHED SHEET METAL BEND - SEE A300 SHEETS 25 STEEL COLUMNS, PAINTED - SEE STRUCTURAL SHEETS 26 BRICK CONTROL JOINT - SEE DETAIL 10/A501 27 INSTALL END PANELS AT GUTTERS WHERE TERMINATED ON EITHER SIDE OF EXPANSION JOINT 28 PREFINISHED OVERHEAD SECTIONAL DOOR - REF A600 SHEETS 29 CONT. ROOF EDGE VENT - REF DETAIL 6/A505 1/8" = 1'-0" A209 1 SOUTH ELEVATION-PART A 1/8" = 1'-0" A209 2 SOUTH ELEVATION-PART B KEYPLAN N 2B 1B 2A 1A 2C 1C 1 1 2 REVISION SCHEDULE NO. DESCRIPTION DATE 3 WEST ELEVATION-OVERALL 1/16" = 1'-0" A201 4 EAST ELEVATION-OVERALL 1/16" = 1'-0" A201 1 SOUTH ELEVATION-OVERALL 1/16" = 1'-0" A201 2 NORTH ELEVATION-OVERALL KEYED ELEVATION NOTES (NOTED WITH ) 1 GROUND FACE BURNISHED CMU - SEE SPECIFICATIONS 2 CAST STONE CAP - SEE DETAIL 3/A504 3 FIBER CEMENT BOARD SIDING, PAINTED 4 VINYL DOUBLE HUNG WINDOW - SEE A600 SHEETS 5 5/4x4" FIBER CEMENT BOARD TRIM, PAINTED 6 PREFINISHED 6" METAL GUTTER AND 3"x4" DOWNSPOUT 7 INSULATED HOLLOW METAL DOOR AND FRAME, PAINTED 8 FASCIA BOARD TRIM, PAINTED, TYPICAL 9 ASPHALT SHINGLE ROOFING 10 CONTINUOUS RIDGE VENT, TYPICAL 11 PREFINISHED METAL FLASHING 12 PTAC UNIT - SEE MECHANICAL DRAWINGS 13 PREFINISHED FIBER CEMENT RAINSCREEN PANEL W/ PREFINISHED MATCHING JOINTS 14 PREFINISHED METAL PARAPET COPING 15 WALL LOUVER - REF. MECH. DWGS 16 ROOF EXPANSION JOINT - SEE DETAIL 2/A503 17 PORT COCHERE DROP OFF CANOPY - SEE SHEET A412 18 ALUMINUM STOREFRONT - SEE A600 SHEETS 19 WALL EXPANSION JOINT - SEE DETAIL 1/A501 20 INSULATED METAL CANOPY - SEE A300 SHEETS 21 PREFINISHED METAL GATE-SEE SHEET A604 22 PREFINISHED METAL 18"X12" SCUPPER CONDUCTOR W/ 3"X4" D.S. 23 ROOF MEMBRANE FLASHING EDGE - SEE A300 SHEETS 24 PREFINISHED SHEET METAL BEND - SEE A300 SHEETS 25 STEEL COLUMNS, PAINTED - SEE STRUCTURAL SHEETS 26 BRICK CONTROL JOINT - SEE DETAIL 10/A501 27 INSTALL END PANELS AT GUTTERS WHERE TERMINATED ON EITHER SIDE OF EXPANSION JOINT 28 PREFINISHED OVERHEAD SECTIONAL DOOR - REF A600 SHEETS 29 CONT. ROOF EDGE VENT - REF DETAIL 6/A505 KEYPLAN N 2B 1B 2A 1A 2C 1C 2 4 1 3 1 NOTE: THE INCREASED HEIGHT OF +40 FEET AT THE BUILDING ENTRANCE HAS BEEN APPROVED BY THE PLANNING AND ZONING DEPT. TO CREATE DESIGN CONTINUITY PER THE FT. COLLINS LAND USE CODE SECTION 3.5.G.1.C, PARTS 2 AND 5. SOLAR STUDIES HAVE BEEN PERFORMED FOR THE TIMES OF GREATEST SHADOW (05.45PM, 06/21/2014 AND 04.20PM, 12/21/2014) AT WHICH TIMES THE SHADOW CREATED BY THIS INCREASED HEIGHT DOES NOT EXTEND BEYOND THE PROPERTY BOUNDARIES FOR THIS FACILITY. REVISION SCHEDULE NO. DESCRIPTION DATE