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Home My WebLink AboutPRESTON CENTER THIRD CACHE BANK AND TRUST - Filed E-ELEVATION PLAN - 2008-10-20SYSTEM NOTES: N EXTERIOR WALLS N Wt - BRICK VENEER W/ ADJ. VENEER TIES ATTACHED THROUGH 5HEATHIN6 TO STUDS a 16" O.G. EACH WAY WITH AIR SPACE (1" MIN.) - MORTAR NET AND MORTAR WEEPS COLORED r� TO MATCH MORTAR - 1 LAYER BUILDING PAPER (30# FELT) LAPPED r� MIN 6" OVER ( - APPROVED 5HEATHING - SEE 5TRUCT. ON - 6" MTL. STUD FRAMING a MAX 16" O.G. W/ Q. - R-19 UNFAGED F.G. BATT IN5UL. IN PERIMETER OF OCCUPIED STUD CAVITIES W/ - 6 MIL POLY -VAPOR BARRIER, TAPE SEAMS AND SEAL TO B.O.STRUCT. (FLAME RETARDANT VAPOR BARRIER WHERE EXPOSED ABOVE GLN'6 - 5/5" GYP. BD. TO 5.0 5TRUCT., TAPED, SANDED AND READY FOR FINISH PER SCHEDULE. 1 1.2 2 3 4 T T 6Q.1 T TUBE STEEL WRAP W/ 10412 5T1 STUCCO FINISH I I PREFIN. ALUM. 51 BRICK STUFINISCH 5T3, TYP. R1 I TO MAFRAMES /\ I / FIE VENEER - 5TU000- PORTLAND CEMENT STUCCO 5YSTEM CONCRETE ROOF Rt W2 WITH ACRYLIC PLASTER GOAT OVER TILES - GALVANIZED METAL LATH ATTACHED HORIZ. a 16" O.G. STUCCO FIN15H ST1 C - 5EE 'W1' MINUS BRICK VENEER FOR REMAINDER OF SYSTEM STUCCO FINISH 5T2 1 ER W/ ADJ AT BANDING / - 12 X 24 ARRISCRAF 1 5TONE VENE W3 VENEER TIES ATTACHED THROUGH 5HEATHING TO STUDS a 24" O.G. EACH WAY WITH AIR SPACE (1" MIN.) - REMAINDER OF SYSTEM OVER 'Wt' -'W1' ON GMU PILASTER BASE. TYPICAL AT - SUBGRADE OVEREXGAVATED, CONDITIONED, RE -COMPACTED PER TERRAGON SOILS REPORT B2 BRICK #20065026. SOLDIER -SLAB TO BE REINFORCED, LOW W.G. RATIO. COURSE, TYP. - WATER OR COVER CURE E31 BRICK W1 REFER TO SPECIFICATION SECTION 03 32 00 FOR VENEER SPECIFIC PLACEMENT AND TESTING CRITERIA - INTERIOR REINFORCED 4-1/2" COMPOSITE BRICK REVEAL, F2 GONG. FLOOR SLAB ON GOMP051TE STEEL TYP. DECK (REFERENCE STRUCTURAL DRAWINGS) �ico cTFFi FR�� 4n�t�l�n r PFR STRilrTl1�2141_ _ O.G. EA. WAY W/ PANSION JOIN 15 MAx a I - R'7 ArrFNr iR1 VENEER OR 30' O.CJ OVER 4" GRANULAR FILL AND - 5UB GRADE PREPARED PER GEOTEGHNIGAL REPORT. - SEE GIVIL DW65. AND PLANNING SUBMITTAL. F4 - 6" FIBER REINFORCED EXT. GONG. FLOOR SLAB ON GRADE - 5EE 'F3' FOR BALANCE OF DESCRIPTION - TYPICAL a TRASH ENCLOSURES AND DRIVE-THRU PADS ROOFS R1 -CONCRETE TILE ROOF SYSTEM OVER - 1" X 2" NOMINAL FURRING STRIPS INSTALLED W/ 5TAG6ERED JOINTS ALLOWING 1/2" SEPARATION BETWEEN ENDS EVERY W-O".OVER - 1-LAYER 30# ASPHALT SATURATED FELT W/ - ICE AND WATER MEMBRANE FROM EAVES TO 6-0" INSIDE EXTERIOR BUILDING FACE MEASURED HORIZONTALLY AND MTL FLASHING, PER MANF. RECOMMENDATIONS (MIN. 24 6A. GALV. STEEL) AT VALLEYS, ABUTTING WALLS, CHIMNEYS ETC. PER SMAGNA REGOMMENDATION5 - ON 5HEATHIN6 PER 5TRUCTURAL OVER - PRE-ENGINEERED STEEL JOISTS W/ - R-35 UNFAGED BATTS AT BLDG, INTERIOR AND - 6 MIL POLYVAPOR BARRIER AT BOTTOM 51PE OF TRUSS, TAPE 5EAM5 AND 5/5" TYPE 'X' GWB, TAPED FOR RETURN AIR PLENUM R2 - FULLY ADHERED, MIN. 45 MIL EPOM ROOFING MEMBRANE 5Y5TEM BY FIRESTONE OR CARLY5LE C6 - INSTALLERS TO BE CERTIFIED BY FIRESTONE OR CARLY51LE-OVER J - 050 AS REQUIRED TO RECEIVE MANF'S �cl WARRANTY FOR 100 MPH WIND AND FM I-90 RATING ON m - RI61D ROOF INSUL. BD.: (2 LAYERS ISOGYANURATE R-21 MIN.) W/ I5OC,rANURATE L) IN5UL. TAPERED TO DRAINS ON ct3 U - 5" NORMAL WEIGHT REINF. CONCRETE TOPPING AND 1 1 /2" METAL DECK ON M - 5TL. OPEN WEB BAR JOISTS PER STRUGT. in - NOTE: PROVIDE GONTRA5TIN6 COLOR ROOF MAINTENANCE WALK PADS BY ROOFING MANF. R3 - BALLASTED ROOF GRAVEL OVER p - SINGLE PLY, MIN. 45 MIL EPDM ROOFING Y MEMBRANE SYSTEM BY FIRESTONE OR GARLY5LE m - INSTALLERS TO BE CERTIFIED BY FIRESTONE OR a) GARLY51-E-OVER 0 - 055 A5 REQUIRED TO RECEIVE MANF'S Cz WARRANTY FOR 100 MPH WIND AND FM U 1-90 RATING ON N - RIGID ROOF IN5UL. BD.: (2 LAYERS co 50GYANURATE R-21 MIN.) W/ ISOGYANURATE I IN5UL. TAPERED TO DRAINS ON 0 - 1 1/2" METAL DECK ON N_ - 5TL OPEN WEB BAR JOISTS PER STRUGT. R4 -HIGH PROFILE ASPHALT SHINGLE, CLASS A, OVER - 1-LAYER 30# ASPHALT SATURATED FELT W/ ALT #1 _ ICE AND WATER MEMBRANE FROM EAVES TO 3'-0" INSIDE EXTERIOR BUILDING FACE MEASURED HORIZONTALLY AND MTL FLASHING (MIN. 24 GA. GALV. STEEL) AT VALLEYS, ETC. PER SMAGNA - ON SHEATHING PER STRUCTURAL OVER - PRE-ENGINEERED MTL. TRU55E5 W/ - R-36 UNFAGED BATTS AT BLDG. INTERIOR AND - 6 MIL POLYVAPOR BARRIER AT BOTTOM SIDE OF TRUSS, TAPE SEAMS AND 5/6' TYPE 'X' GWB, Q TAPED FOR RETURN AIR PLENUM n - PROVIDE PRE-MANF. RIDGE GORE -A -VENT OR EOU L. o SOFFITS 51 -SYNTHETIC STUCCO FINISH GOAT OVER dp - PORTLAND CEMENT W/ FIBER,SLAS5 SCRIM REINF. O -5/5"FIBERG1-A55 REINFORCED GYP. SOFFIT N BOARD (DEN56LA55 GOLD) ON 00 -STEEL STUD FRAMING a MAX. 16" O.G. CONTINUOUS 2" PREFINISHED SOFFIT VENT W/ r INSECT SCREEN - COLOR TO BE CHOSEN BE ARCH. ■� P NINIININ HMNINIIINNNNININNIINIIIINII■�NINMNINIININNNNINIIInI IIINNININNNININNNNINNNNNNNNNINININNNNINIFNIMNNI tl 1 CONTROL JOINTS a D.S. ST2 STUCCO STEEL CANOPY ALL INSIDE CORNERS, TYP. FIN, TYP. W3 WITH 5TUCC-0 FINISH ST4 Y ORTH ELEVATION SCALE: 3/16" = 1'-0" MATERIALS LEGEND BRICK FIELD COLOR: RUST BRICK ACCENT COLOR: 60LDEN STONE BASE: LIMESTONE STUCCO: LIGHT CREAM ROOF TILE: GREY TO MATCH 6REELEY BRANCH STOREFRONT: ANODIZED ALUMINUM 1 INNINN xrnr Innmm�nrnmxnnrwxanrwninnrmamm- nl�n------ �IIIINININIINIIII� — -_ - — IN-11■IIINNMINININNINNINNIIINNI�INNNNININNIIINNIMNNNININNIININNNNIN . ......... Yf NNNNINNgNINNNNNNNNNNININNNNNINNNNIN INNNNNNINNINNNINNINNINNINIININININNINNINN NII KNOX BOX D.S. INTERNAL DOWN- 12" X 24" STONE �- EXTERIOR W3 LOCATION SPOUT EXITING AT VENEER, TYP. W3 LIGHT FIXTURE, SIDEWALK CHASE SEE ELECT., TYP. 51 BRICK VENEER C' ELEVATION, THIS ATM LOCATION ONLY LAMB5TONGUE (OVERFLOW DRAIN) BEAST ELEVATION SCALE: 3/16" = 1'-0" T.O. ROOF 140'-2" T.O_PARAPET� 1351-10" JOIST CACHE BANK AND TRUST 4645 ZIEGLER RD. FORT COLLINS, CO W EL WINDOW HEAD v architecture land War nina SECOND ph. 970 / 346,7200 nl f. 970 / 3529311 RNF Consultants STRUCTURAL _FLOOR 11290 W. Alameda 0 Suite 202 B Lakewood. CO 80226 WINDOW HEAD ph. 303 / 986.1546 15T FLOOR f. 103 / 550 5353 109' - 4" :.„•s,,,e•�..e..6�..in.�l .errunwrnl nN. rwcnc 100' - 0" �— ph. 303 / 287.8091 f. 303 / 287.847087.8470 Stantec Consulting 209 South Meldrum St. Fort Collins, CO 80521 ph. 970 / 482.5922 f. 970 1482.6378 ICI 0-02CCDua CIVIL 1 Issued No. Description Date 1 MINOR AMENDMENT 07-16-08 2 PROGRESS SET 08-07-08 3 FOR CONSTRUCTION 08-29-08 4 REVISED CONSTRUCTIOI` SET 09-05-08 Revisions No. Description Date 1 MINOR AMENDMENT RE£ JB. 10-08-08 MYLAR Seal I Project No.: 2008-29 Drav i by: LH Revi ,wed by: GD BUILDING ELEVATIONS Scale Accordingly it Reduced Drawing Number 3 of rR �/J P-1 19 2211 �- SYSTEM NOTES: EXTERIOR WALLS N W1 - BRICK VENEER W/ ADJ. VENEER TIES ATTACHED THROUGH SHEATHING TO STUDS ® 16" O.G. EACH N WAY WITH AIR SPACE (1" MIN.) - MORTAR NET AND MORTAR WEEPS COLORED TO MATCH MORTAR - 1 LAYER BUILDING PAPER (30# FELT) LAPPED r MIN 6" OVER - APPROVED 5HEATHIN45 - SEE 5TRUGT. ON r� - 6" MTL. STUD FRAMING ® MAX 16" O.G. W/ - R-19 UNFAGED F.G. BATT INSUL. IN PERIMETER OF OCCUPIED STUD CAVITIES W/ Q - 6 MIL POLY -VAPOR BARRIER, TAPE SEAMS AND SEAL TO B.O.STRUCT. (FLAME RETARDANT VAPOR BARRIER WHERE EXPOSED ABOVE CLN'G - 5/5" GYP. BD. TO 5.0 STRUCT., TAPED, SANDED AND READY FOR FINISH PER SCHEDULE. ❑- STUCCO- PORTLAND CEMENT STUCCO SYSTEM W2 WITH ACRYLIC, PLASTER GOAT OVER - GALVANIZED METAL LATH ATTACHED HORIZ. a 16" O.G. - 5EE 'W1' MINU5 BRICK VENEER FOR REMAINDER OF SYSTEM W3 - 12 X 24" 'ARRISGRAFT STONE VENEER NV ADJ. VENEER TIES ATTACHED THROUGH SHEATHING TO STUDS ® 24" O.G. EACH WAY WITH AIR SPACE 0" MIN.) - REMAINDER OF SYSTEM OVER 'Wt' VENEER � - 5U5GRADE OVEREXCAVATED, CONDITIONED, AND RE -COMPACTED PER TERRACON SOILS REPORT COURSES #20085026. _ '' - -- - T l -SLAB TO BE REINFORCED, LOW IN 0. RATIO. - WATER OR COVER CURE`- --.._ REFER TO SPECIFICATION SECTION 03 32 00 FOR SPECIFIC PLACEMENT AND TESTING CRITERIA F2 - INTERIOR REINFORCED 4-1/2" COMPOSITE GONG. FLOOR 5LA5 ON COMPOSITE STEEL DECK (REFERENCE STRUCTURAL DRAWINGS) O.G. CR.-Y-4^T rV7 J, 11.I I n1 1-1-1.r _. - I_ I OR 50, O.G.) OVER 4" GRANULAR FILL AND - SUB GRADE PREPARED PER GEOTEGHNIGAL REPORT. - SEE CIVIL 1W465. AND PLANNING SUBMITTAL. F4 - b" FIBER REINFORCED EXT. CONC. FLOOR SLAB ON GRADE - 5EE 'F3' FOR BALANCE OF DESCRIPTION - TYPICAL 0 TRASH ENCLOSURES AND DRIVE-THRU PADS ROOFS R1 -CONCRETE TILE ROOF SYSTEM OVER - 1" X 2" NOMINAL FURRING STRIPS INSTALLED W/ STAGGERED JOINTS ALLOWING 1/2" SEPARATION BETWEEN ENDS EVERY 4'-0". OVER - 1-LAYER 30# ASPHALT SATURATED FELT W/ - ICE AND WATER MEMBRANE FROM EAVES TO 5-0" INSIDE EXTERIOR BUILDING FACE MEASURED HORIZONTALLY AND MTL FLASHING, PER MANF. RECOMMENDATIONS (MIN. 24 GA. GALV. STEEL) AT VALLEYS, ABUTTING 104ALL5, CHIMNEYS ETC. PER 5MAGNA RECOMMENDATIONS - ON SHEATHING PER STRUCTURAL OVER - PRE-ENGINEERED STEEL J015T5 W/ - R-58 UNFAGED BATTS AT BLD6. INTERIOR AND - 6 MIL POLYVAPOR BARRIER AT BOTTOM SIDE OF TRUSS, TAPE SEAMS AND 5/5" TYPE W GWB, TAPED FOR RETURN AIR PLENUM R2 - FULLY ADHERED, MIN. 45 MIL EPDM ROOFING MEMBRANE SYSTEM BY FIRESTONE OR GARLYSLE CONCRETE ROOF TILES, TYP. ST2 STUCCO FINISH ® BANDING, TYP. GUTTER SOFFIT W/STUGCO Q ~I/ I R1 CONCRETE t ST2 STUCCOC ST2 STUCO ROOF TILES. FIN, TYP.erL BANDING, TYP. cry cTI//.n FttJISu 'TYP —I �w FI STB STUCCO, TYP. Q1 CONCRETE ROOF TILES I I I l -_� 1 _' 11' _ 1 _I-r ITL.Y•_-TM '. I �-'11- �L I - I,I, rI I ';': 1�L .. :.I -, „I_ ]i,' 1 'I'.: :I i. I. 'r I'II :. I I 1 II,II�I;'I'-- I;IiL �_{, 1 1 _- l I - rTiT��II IS_.. -I 'I _.: I I 1 I 1 __ I T _ I. ,}}', Ia- L- :'I 41, 1I , .r,..'1 1': I'r li_ : 1" : I'I _ _-- -I f 1-. Illi llll. lll_1 _-.- 1 1 _ _ - -."".__ :IIY- _- II• -_ _ .;:I I 1 - ____ :Ir ;.4T�L... _ 1 ,l 1 '_ I _.- 1 -- - -- IT= - 1, I l:_. __-_• - ..11It, I' �� 1 i _ _-_. - ._._ S 1 ___S'I'I'L _ I III. -�T' I _:I'I;-, r - -- , - _I17Ir II,I�II -1I,,. I I, , L J J:'' I I, 1I.�_I ` '. I 'f�.----- -- _r',,'- I-- ,: _ I.I I IILf 1. -. 1I111 -_II II, Ili LI- - -- - -r�I - _ -1f< C_ I'.t r- 'I II` : 1 _- _ _. I - 1', 1�1 Y1 - --.-r 1 -/ \ D.S. LAMBSTONGUE - D.5. FIRE- -� 12" X 24" STONE YO W1 CONTROL JOINTS ® ALL p IN51DE CORNERS TYP . 51 BRICK VENEER Wt (ROOF DRAIN) PLACE VENEER, TY LAMBSTOl VENT (OVERFLOW DRAIN) 1 P SOUTH ELEVATION SCALE: 3 _ PRE -FINISHED MT GOPIN6 BRICK SOLDIER COUR5E BRICK VENEER T MATCH BUILDING OPPOSITE SIDE d BACK ELEVATIOt SIMILAR INSTALLERS TO BE CERTIFIED BY FIRESTONE OR T - 4" GARLYSLE-OVER JI - 055 AS REQUIRED TO RECEIVE MANF'S WR TRASH ENCLOSURE Y WARRANTY FOR, 100 MPH WIND AND FM GUTTER �90 RATING ON �� -qinE LEV_ - SINGLE PLY, MIN. 45 MIL EPDM ROOFING PIVOT HINGES, SEE WELDED TO INSIDE FACE OF T.S. Y MEMBRANE SYSTEM BY FIRESTONE OR DETAIL. FIELD WELD FRAME. RADIUS CORNERS, EASE GARLYSLE TO STL. GATE m - INSTALLERS TO BE CERTIFIED BY FIRESTONE OR EDGES. PROVIDE HEAVY DUTY LATCH. GARLYSLE -OVER 0 - 055 AS REQUIRED TO RECEIVE MANF'S M WARRANTY FOR 100 MPH WIND AND FM - I-010 RATING ON 2" X 2" TUBE STEEL c°u -RIGID ROOF INSUL. BD.: (2 LAYERS FRAME W/ EXPANDED STEEL CANOPY W/ _ co 15_OGY_A_NURAT_E R-21 MIN.) W/ ISOGYANURATE METAL INFILL _s `� STUCCO FINISH 5T4 GALV. STEEL) AT VALLEYS, ETC. PER 5MAGNA - - - ON SHEATHING PER STRUCTURAL OVER 1/2" VIA. CANE BOLT. - PRE-ENGINEERED MTL. TRUSSES IN/ PROVIDE 1" VIA. X 12" - R-55 UNFAGED BATTS AT BLDG. INTERIOR AND STL. PIPE IN GONG. - 6 MIL POLYVAPOR BARRIER AT BOTTOM SIDE SLAB. GUT 1/2" ABOVE OF TRUSS, TAPE SEAMS AND 5/8" TYPE 'X' GWB, TOP OF SLAB Q TAPED FOR RETURN AIR PLENUM 00 - PROVIDE PRE-MANF. RIDGE GORE -A -VENT OR EQU L. o SOFFITS 51 -SYNTHETIC, STUCCO FINISH GOAT OVER 00 - PORTLAND CEMENT W/ FIBERGLASS 5GRIM REINF. -5/8"FIBERGLA55 REINFORCED GYP. SOFFIT ACV I BOARD (DENSGLA55 GOLD) ON OD -STEEL STUD FRAMING ® MAX. 16" O.G. C) CONTINUOUS 2" PREFINISHED SOFFIT VENT W/ T INSECT SCREEN - COLOR TO BE CHOSEN BE ARCH. TRASH ENCLOSURE >FRONT ELEV. —' SCALE: 1/4" = 1'-0" D G.b G.5 G.3 G.2 G 5.4 R1 W2 I I Wt (D�WEST�_ELEVATION SCALE: 3,116' = 1'-01, 0I l i JOINTS I ALL r RU-WALL �I I- - - IDI.SI- . INSIDE CORNERS, TYP. W1 OVERFLOW (ROOF DRAIN) SGUPPER,TYP. SEE PET. b/A1.3 T.O. ROOF 140'-2" T.O. PARAPET__ ,Bell - 10' O _ JOIST BEA_R_IN_ 6�_ 128' - 4' 7 SOFFIT Al 51 5TUGC0 WINDOW HEAD t _FINISH 5T1 2ND FLOOR 17d' BRICK REVEAL, TYP. in WINDOW HEAD _ 1ST FLOOR 109' - 4" O MATERIALS LEGEND BRICK FIELD COLOR: RUST BRICK ACCENT COLOR: GOLDEN STONE BASE: LIMESTONE STUCCO: LIGHT CREAM ROOF TILE: GREY TO MATCH GREELEY BRANCH STOREFRONT: ANODIZED ALUMINUM J015T BEARIN. G� 128' - 4' WINDOW HEAD SECOND _FLOOR_ WINDOW HEAD _15T FLOOR_ FIN. FLOOR,_� 100, - O" CACHE BANK AND TRU SJ 4645 ZIEGLER RD. FORT COLLINS, CO Fzl �I i 1:.W")_. p It Sr;, w architecture land plar Ming ph. 970 1346,7200 f. 970 / 352.9311 RNF Consultants STRUCTURAL 11290 W.Alameda Suite 202 B Lakewood, CO 80226 ph. 3031986.1546 f. 303 / 550.5353 In}nnrn}uA Mnrhnniral MFrHANIrAI ph. 303 / 28T8091 f 303 / 287.8470 Stantec Consulting CIVIL 209 South Meldntm St. Fort Collins. CO 80521 ph. 970/4825922 f. 970/482.637� Issued No. Description Date 1 MINOR AMENDMENT 07-16-08 2 PROGRESS SET 08-07-08 3 FOR CONSTRUCTION 08-29-08 4 REVISED CONSTRUCTION SET 09-05-08 Revisions No. Description Date 1 MINOR AMENDMENT RE`,UB. 10-08-08 Seal BUILDING ELEVATIONS Scale Acco-dingly if Reduced Drawing Number 4 of 7 i -I P-119 2211