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PLANS - 05-00063 - Hard Hat Cafe
WINDOW SCHEDULE WINDOW WINDOW MANUFACTU ROUGH OPENING TEMPERED EXTERIOR COMMENTS NUMBER TYPE NUMBER (W x H) <,1 ASS TRIM INPF TYPE NUMBER A POZZI/ GPDH2424 2'-6" x 4'- CEILING MOUNTED 0-111- 102 14 POZZI/ GPDH2424 2'-6" x 4'-9 l/4" 103 D POZZI/ C,43030-21 5' -0 1/2 X 2' -6 1/2" 102 - -- -------- POZZI/ COFRT 12080 106 1) POZZI/ C,43030 5' 112" X 2' 1/2" PANIG HARDW E PER IBC 1008.1"9 103 B 10i A POZZI/ GPDH2424 2'-6' x 4'-9 1/4" I FF2 WALL SCONCE LID CORE t)WR UT/M 100 A POZZI/ CPDH2424 2'-(o" x 4'-9 1/4" (2) 3'-0"x T-0"x 1 3/4" 14 POZZI/ CPDH2424 T-6" x 4' - 1/4" SOLID CORE DOOR W1 WINDOW 105 C 110 A POZZI/ CPDH2424 2'-(0" x 4'- 1/4" K DOWN LIGHT SOLID CORE DOOR W1 WINDOW III A POZZI/ GPDH2424 2'-6" x 4'-9 1/4" MONO-POINT TO BE DETERMINED I TBD. A POZZI/ CPDH2424 2'4o" x 4'- TBD KITCHEN 101 3'-4"x 1 -0"x 13/4" 113 A POZZI/ GPDH2424 2'- (o " x 4' - 1/4 WC-5 WC5 114 A POZZI/ CPDH2424 2'_6 x 4'- 1/4" W/ 3'_-_0" 55 KICK PLATE, EACH SIDE 115 A POZZI/ CPDH2424 2' -6 x 4' - 1/4 3'-4"x 7'-0 "x 13/4" PASSAGE WC2 Ilro A POZZI/ CPDH2424 2'-6" x 4'-9 1/4" _4 3 -0 �� DTI BT2 117 A POZZI/ CPDH2424 2'-6" x 4'-9 1/4" 108 E TBD fl& A POZZI/ CPDH2424 2'-6" x 4'- 1/4" DTI SOLID CORE DOOR W1 WINDOW SOLID CORE DOOR W1 WINDOW 109 119 A POZZI/ CPDH2424 2'-6" x 4'-9 1/4" PER 15C 100%1,9 110 F 120 A POZZI/ CPDH2424 2' x 4' BTI FLUSH PANEL, SOLID CORE DOOR 110 POZZI/ GPDH2424 2 1 4o" x 4' 1/4" 3'-O"x 7'-0"x 1 3/4" 5S FF I WC C4 A POZZI/ CPDH2424 2'- & " x 4' -9 1/4" TBD COLD STOR 110 Y-0"x 7'-0 "x 1 3/4" 123 A POZZI/ GPDH2424 2'-6" x 4'-91/4" 1 13 F TBD 124 A POZZI/ CPDH2424 2'- (o " x 4' - 1/4 FLUSH PANEL, SOLID CORE DOOR 114 125 A POZZI/ CPDH2424 2' x IQ PER IBC 10091 ------- ,26 A POZZI/ CPDH2424 2'- (b " x 4'- 9 1/4 HALL 103 3'-0 "x 7'-0 "x 113/4' 'ANIC PER IBC 100E 19 A POZZI/ GPDH2424 2'-6" x 4' -9 1 F TBD - ------ --- ---- 128 A ZZI/ CPDH2424 2'- (o " x 4' - 1/4 FLUSH PANEL, SOLID CORE DOOR 117 F 129 A POZZI/ CPDH2424 2'-6" x 4'-9 1/4" FLUSH PANEL, SOLID CORE DOOR 130 14 POZZI/ CPDH2424 T -6" x 4' -9 1/4 3'-0 "x 7'-O"x 1 3/4" PASSAGE 131 FLUSH PANEL, SOLID CORE DOOR A POZZI/ CPDH2424 T-6" x 4'-9 1/4" NOTES: - ALL EXTERIOR DOORS TO BE INSULATED AND WEATHER STRIPPED, INCLUDING SWEEP. 132 . . ... .. ........ 14 POZZI/ GPDH2424 2'- (o " x 4'- 1 3 1/4 - ALL DOORS WITH GLASS PANELS TO HAVE TEMPERED GLASS. 133 A POZZI/ GPDH2424 2'-(b" x 4` -9 11/4" - ALL DOOR JAMBS TO HAVE APPLIED STOPS. 134 2'-6" x 4'-9 1/4" - STORE DOORS FLAT. A POZZI/ GPDH2424 201 5 POZZI/ CC 4242 3'-6 1/2" x 3'-(o 1/2" TOLERANCE BEYOND THOSE SPECIFIED WITHIN THE TRADE. 202 5 POZZI/ CC 4242 ----- - 3' - (o 1/2 x 3' - (o 1/2" - ALL UNITS TO BE PROVIDE[) WITH NECESSARY JAMB EXTENSIONS. 203 5 POZZI/ CC 4242 1/2 x 3' - 6 1/2 204 205 C C CUSTOM VENT CUSTOM VENT 3'-(o 1/2" x 3' -6 IT" 3' -6 1/2" x 3'-&-i-; 2 LOUVERED UVERED VENT/ WITH INSECT SCREEN ------- --- - --- ------- LOUVERED VENT/ WITH INSECT SCREEN 206 G CUSTOM VENT 3' -6 TY x 3-6 _1/2' LOUVERED VENT/ WITH INSECT SCREEN 207 5 POZZI/ CC 4242 3'-6 112" x 3'-6 1/2" 20& 15 POZZI/ CC 4242 3'-(o 1/2" x 3'46 1/2" 20e 6 POZZI/ CC: 4242 3' - 6 1/2 x 3' - 6 1/2 210 5 POZZI/ CC 4242 3' - 6 1/2 x 3'- & 1/2 211 5 POZZI/ CC 4242 __ ___ _- I----.---- - - --- 3'-6 1/2" x 3 1/2" 3'-6 1/2" x 3'-(o 1/2" 3'-6 1/2" x 3'-6 1/2" - -- 7 ------ ----- 212 213 5 5 POZZI/ CC 4242 POZZI/ CC 4242 214 B POZZI/ CC 4242 3'-6 1/2" x 3'-6 1/2" 215 5 CC 4242 3' - 6 1/2 x 3' - 6 1/2 216 5 - POZZI/ POZZI/ CC- 4242 3' -6 1/2" x 3'-6 1/2 211 218 B 5 POZZI/ CC: 4242 POZZI/ CC 4242 - - - - 3' - (o 1/2 x 3' - 6 1/2 3'-6 1/2" x 3'-6 1/2 — ------- - --- _- _-------- - - - - -- T -_ TT___- _ -_-_ -- - - -- _._ - --- -- NOTES: - ALL OPERABLE UNITS TO BE SCREENED, SCREEN 4 FRAME COLOR TO BE DETERMINED BY ARCHITECT. - ALL WINDOW UNITS TO BE ALUMINUM CLAD. COLOR TO BE DETERMINED BY ARCHITECT, - ALL WINDOW HARDWARE FINISH TO BE DETERMINED BY ARCHITECT. - ALL WINDOW UNITS TO HAVE LOW 'E' INSULATED DOUBLE PANE GLAZING. - ALL MUNTIN BARS TO BE SIMULATED DIVIDED LIGHTS. INTERNAL DIVIDING BARS TO BE DARK BRONZE IN COLOR, - WINDOW MANUFACTURER TO SUPPLY SHOP DRAWINGS TO THE CONTRACTOR AND ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO FABRICATION, - ALL UNITS TO BE PROVIDED WITH JAMB EXTENSIONS. - REFER TO EXTERIOR ELEVATIONS FOR WINDOW OPERATING DIRECTION. INTERIOR ROOM FINISH KEY ELECTRICAL FIXTURE SCHEDULE DOOR SCHEDULE DECRIPTION DOOR DOOR MANUFACTURER/ LOCATION DOOR SIZE IIARDWAR, TO BE DETERMINED EXTERIOR COMMENTS NUMBER TYPE NUMBER TO BE DETERMINED (WxI1xI") TYPE CEILING MOUNTED 'RIM, 0-111- 101 A POZZI/ COFRT 12080 ENTRY 100 (2) 3*-0"x 8'-0`x 1 3/4" PANIC COMMERCIAL rR,4r- PANIC HARDWARE PER IBC 1008.1,9 102 A POZZI/ COFRT 12080 ENTRY 100 (2) 3'-0 "x 0'-O ''x 1 3/4" 2 COMMERCIAL GRADE PANIG HARDW E PER IBC 1008.1"9 103 B TBD DINING 101 0 8 " - @ "x PER 15C 100919 I FF2 WALL SCONCE LID CORE t)WR UT/M 104 C TBD BANQUET 102 (2) 3'-0"x T-0"x 1 3/4" PASS E ---------- I T.B.D. SOLID CORE DOOR W1 WINDOW 105 C TBD KITCHEN 101 3'-0 "x 7-0"x 13/4" PASSAGE K DOWN LIGHT SOLID CORE DOOR W1 WINDOW I T-B.D. CEILING MOUNTED VINYL BASE- SELECTED BY OWNER MONO-POINT TO BE DETERMINED I TBD. W/ 3'-0" 65 KICK PLATE, EACH SIDE 106 I-) TBD KITCHEN 101 3'-4"x 1 -0"x 13/4" PASSAGE NOTES: - ALL ELECTRICAL FIXTURES AND COLORS ARE TO BE VERIFIED WITH ARCHITECT, - PROVIDE ADEQUATE NUMBER OF 'VIXTURE LETTEFRFE' FIXTURES (BARE BULB) IN CRAWL5PACE. - LOCATE SWITCH TO CRAWLSPACE LIGHTS AT OPENING OF ALL CR.AWL6PACE ACCESS LOCATIONS. - IN THE EVENT THAT ANY PRODUCTS SPECIFIED ARE NOT AVAILABLE OR HAVE BEEN DISCONTINUED, THE CONTRACTOR SHALL SUBMIT ALTERNATIVES TO THE ARCHITECT ALONG WITH PRICING FOR THEIR APPROVAL. - CONTRACTOR TO PROVIDE ADEQUATE DRY STORAGE FOR ALL ACCESSORIES AND LEAVE WITHIN SHIPPING CONTAINERS UNTIL INSTALLATION TO AVOID DAMAGE, - CONTRACTOR TO PROVIDE ADEQUATE BLOCKING, BACKING, AND ROUGH-IN AS REQUIRED BY THE MANUFACTURER'S SPECIFICATIONS PRIOR TO THE INSTALLATION OF FINISH MATERIALS. - ALL RECCE-55ED FIXTURE HOUSINGS LOCATED IN AN INSULATED ROOF CAVITY SHALL BE A RATED, INSULATED FIXTURE DESIGNED FOR THAT APPLICATION. SOLID CORE DOOR W/ WINDOW WC-5 WC5 WC5 FBI FF2 WC2 W/ 3'_-_0" 55 KICK PLATE, EACH SIDE 101 D TBD KITCHEN 107 3'-4"x 7'-0 "x 13/4" PASSAGE WC2 I SOLID CORE DOOR W1 WINDOW FFI WC3 _4 3 -0 �� DTI BT2 OFFICE 100 W1 3'-0" 55 KICK PLATE, EACH SIDE 108 E TBD DINING 101 3'-0 "x 6-0"x 1 3/4" WC I WT DTI SOLID CORE DOOR W1 WINDOW SOLID CORE DOOR W1 WINDOW 109 E TBD KITCHEN 107 3'-0 "x a'-Vx 1 3/4" RANIC PER 15C 100%1,9 110 F TBD OFFICE 108 3'-0 "x 7-0"x 1 3/4" RANIC PER 15C 100 BTI FLUSH PANEL, SOLID CORE DOOR 110 TBD STORAGE 109 3'-O"x 7'-0"x 1 3/4" 5S FF I WC C4 FLUSH PANEL, SOLID CORE DOOR DTI TBD COLD STOR 110 Y-0"x 7'-0 "x 1 3/4" PASSAGE I WC I WC I FLUSH PANEL, SOLID CORE DOOR 1 13 F TBD MECH. III 3'-0"x 7'-0`x 1 3/4" BTI FLUSH PANEL, SOLID CORE DOOR 114 5 TBD VEST. 104 Y-0"x 6-0"x 1 3/4" RANIC IQ PER IBC 10091 ------- SOLID CORE DOOR W1 WINDOW B TBD HALL 103 3'-0 "x 7'-0 "x 113/4' 'ANIC PER IBC 100E 19 FLUSH PANEL, SOLID CORE DOOR 116 F TBD BANQUET 102 3'-0"x 7'-0 "x 1 3/4 FLUSH PANEL, SOLID CORE DOOR 117 F T BD E D BATH 106 3'-0"x 7'-0 "x 13/4" PASSAGE FLUSH PANEL, SOLID CORE DOOR 115 F TBD BATH 105 3'-0 "x 7'-O"x 1 3/4" PASSAGE FLUSH PANEL, SOLID CORE DOOR NOTES: - ALL EXTERIOR DOORS TO BE INSULATED AND WEATHER STRIPPED, INCLUDING SWEEP. - ALL EXTERIOR DOORS WITH GLASS PANELS TO HAVE LOW E' INSULATED DOUBLE PANE GLAZING. - ALL DOORS WITH GLASS PANELS TO HAVE TEMPERED GLASS. - ALL DOCR5 TO BE PRE-HUNG. - ALL DOOR JAMBS TO HAVE APPLIED STOPS. - STORE DOORS FLAT. - DO NOT DELIVER DOORS UNTIL HUMIDITY HAS BEEN STABILIZED WITHIN THE BUILDING. - ALL DOORS MUST CARRY A MINIMUM 2 YEAR WARRANTY AGAINST DELAMINATION OF VENEERS, (IF APPLICABLE), WARPING TOLERANCE BEYOND THOSE SPECIFIED WITHIN THE TRADE. - CONTRACTOR TO VERIFY ALL HANDING. - ALL UNITS TO BE PROVIDE[) WITH NECESSARY JAMB EXTENSIONS. - ALL INTERIOR DOORS TO BE MANUFACTURED BY: INTERIOR ROOM FINISH KEY ELECTRICAL FIXTURE SCHEDULE FIXTURE LETTER DECRIPTION MANUFACTURER/ NUMBER LAMP COLOR COMMENTS A PREDANT TO BE DETERMINED I T.B.D. CEILING MOUNTED B DOWN LIGHT TO BE DETERMINED I T.B.D. CEILING MOUNTED C DOWN LIGHT TO BE DETERMINED I TBD. CEILING MOUNTED D FLUORESCENT TO BE DETERMINED 2 T.B.D. CEILING MOUNTED F-51 FLUORESCENT TO BE DETERMINED 2 TBD. CEILING MOUNTED F WALL SCONCE TO BE DETERMINED I T.5D. WALL MOUNTED I FF2 WALL SCONCE TO BE DETERMINED WC2 TB.D. WALL MOUNTED STAIN GRADE WOOD TRIM- Ix4 JAMBS 4 SILL APRON, Ix(o HEAL; PADDLE FAN TO BE DETERMINED ---------- I T.B.D. CEILING MOUNTED J WALL SC TO BE DETERMINED I T WALL MOUNTED K DOWN LIGHT TO BE DETERMINED I T-B.D. CEILING MOUNTED VINYL BASE- SELECTED BY OWNER MONO-POINT TO BE DETERMINED I TBD. CEILING MOUNTED FBI FF2 WC-2 DT1 5T2 NOTES: - ALL ELECTRICAL FIXTURES AND COLORS ARE TO BE VERIFIED WITH ARCHITECT, - PROVIDE ADEQUATE NUMBER OF 'VIXTURE LETTEFRFE' FIXTURES (BARE BULB) IN CRAWL5PACE. - LOCATE SWITCH TO CRAWLSPACE LIGHTS AT OPENING OF ALL CR.AWL6PACE ACCESS LOCATIONS. - IN THE EVENT THAT ANY PRODUCTS SPECIFIED ARE NOT AVAILABLE OR HAVE BEEN DISCONTINUED, THE CONTRACTOR SHALL SUBMIT ALTERNATIVES TO THE ARCHITECT ALONG WITH PRICING FOR THEIR APPROVAL. - CONTRACTOR TO PROVIDE ADEQUATE DRY STORAGE FOR ALL ACCESSORIES AND LEAVE WITHIN SHIPPING CONTAINERS UNTIL INSTALLATION TO AVOID DAMAGE, - CONTRACTOR TO PROVIDE ADEQUATE BLOCKING, BACKING, AND ROUGH-IN AS REQUIRED BY THE MANUFACTURER'S SPECIFICATIONS PRIOR TO THE INSTALLATION OF FINISH MATERIALS. - ALL RECCE-55ED FIXTURE HOUSINGS LOCATED IN AN INSULATED ROOF CAVITY SHALL BE A RATED, INSULATED FIXTURE DESIGNED FOR THAT APPLICATION. INTERIOR ROOM FINISH KEY TYP CODE DESCRIPTION WALLS/ - - -- - ------ T ___ 5/8" TYPE 'X' GYPSUM BOARD, TAPED JOINTS, LIGHT CEILINGS WINDOW TRIM ORANGE PEEL TEXTURE, PAINTED. BASE TRIM WC 2 5/8" TYPE 'X" GYPSUM BOARD, SMOOTH FIN., PAINTED. SE - - -------- WC3 EXPOSED UNDERSURFACE OF SIPS PANEL PAINTED FLAT BASE FINISH BLACK 100 WC4 INSULATED CEILING PANELS BY REFRIGERATION SUPPLIER WC2 WC5 IMPERVIOUS, SANITARY SURFACE PANELING AT ALL TOILET FF1 WC3 ROOM WALLS AS REQUIRED BY CODE FROM FLOOR TO DTI 5T1 CEILING, VERIFY SPECS WITH OWNER. DINING BANQUET ROOM 101 102 Flk)OR F-51 POURED CONCRETE SLAB, SMOOTH FINISH FOR STAIN. BASE: FBI FBi SCORED- SEE STRUCTURAL. FLOOR FFI CONCRETE STAIN- SELECTED BY OWNER. FINISH - - - -------------- 103 I FF2 VINYL TILES- SELECTED BY OWNER. WC2 WC2 WINDOW UJT!, STAIN GRADE WOOD TRIM- Ix4 JAMBS 4 SILL APRON, Ix(o HEAL; TRIM DTI BTI DOOR DTI STAIN GRADE WOOD TRIM- Ix4 JAMBS, Ix(o HEAD, IRIM WC2 WC2 BASE, BTI i Ix(o WOOD TRIM- STAIN GRADE. I COLOR/ SPECIES BY OWNER. BTI BT2 VINYL BASE- SELECTED BY OWNER 105 WC5 INTERIOR ROOM FINISH SCHEDULE ROOM NAME ROOM NUMBER WALLS FI.00RS___ CEILING FINISH WINDOW TRIM DOOR TRIM BASE TRIM COMMENTS NE SE sw NW BASE FINISH ENTRY 100 WC 2 WC2 WC2 WC2 FBI FF1 WC3 WTI DTI 5T1 DINING BANQUET ROOM 101 102 WC2 WC2 wr-2 WC2 WC2 WC2 WC2 WC2 FBI FBi FF1 FF2 WC3 WC3 WTI DTJ BTI HALL _ 103 WC 2 WC WC2 WC2 *F WC3 � � L DTI BTI VESTIBULE 104 WC2 WC2 WC2 __ WC2 _FB1 FBI FR WC-3 DTI BTI It WOMEN'S TOILET ROOM 105 WC5 WC5 WC5 WC5 FBI FF2 WC-2 DT1 5T2 N MEN'S TOILET ROOM 106 WC-5 WC5 WC5 FBI FF2 WC2 DT1 BT2 FACE KITCHEN 10*1 WC 2 WC2 WC2 WC FBI FFI WC3 _4 3 -0 �� DTI BT2 OFFICE 100 WC2 WC2 WC2 LLY_ 2 FBI FF I WC I WT DTI 5TI STORAGE 109 WC I WC 1 WGI WC1 FBI FF1 WC I DTI BTI COLD STORAGE 110 FBI FF I WC C4 DTI INSULATED REFRIG. PANELS MECHANICAL III WC I I WC I WC I LI)C I FBI FFI WC1 DTI BTI WINDOW TYPES SCHEDULE TY PE TY PE TYPE TYPE A F_ INSULATION SCHEDULE FOUNDATION WALLS: 1. PROVIDE 2" RIGID INSULATION (R=10 +/-) FROM TOP OF FOOTING TO TOP OF PLATE. APPLY TO INSIDE FACE (WARM SIDE) OF FOUNDATION WITH CONSTRUCTION ADHESIVE. EXTERIOR WALLS: (b" FIBERGLASS BATT. INSULATION. SOUND WALLS: I. PROVIDE FIBERGLASS BATT INSULATION AS SUPPLIED BY OWENS-CORNING, OR APPROVED ALTERNATE. FILL ALL VOIDS BETWEEN STUDS FULL. 2. PROVIDE 14" SOUND BOARD ON EACH SIDE OF STUDS AT SOUND WALLS (UNDER WALL FINISH). ROOF INSULATION - STRUCTURAL INSULATED PANELS (SIPSA 1. PROVIDE MINIMUM8" SIPS ROOF PANEL TO ACHIEVE MINIMUM R-45 RATING. NOTES: 1, ALL F15EFZGLA65 BATT INSULATION SHALL FILL REQUIRED SPACE AND NOT BE CRUSHED. 2. PROVIDE URETHANE FOAM INSULATION AROUND ALL WINDOW JAMB SHIM SPACES, VENT AND RISER STACKS, OR ANY OTHER PENETRATIONS OF THE EXTERIOR SKIN, FILLING ALL VOIDS COMPLETELY. 3. EXTRA CARE 15 TO BE TAKEN TO INSURE THAT NO PUNCTURES, RIFS OR CUTS ARE MADE TO THE VAPOR BARRIER AND BUILDING WRAP. ALL SEAMS AND PENETRATIONS ARE TO BE TAPED. 4, NO INSULATION SHALL OBSTRUCT ATTIC VENTS OR COLD ROOF SPACES. RADON MITIGATION (IF In%_EQUI1n%.ED BY THE CITY OF1`%_'rc._ ID) GENERAL: ALL BUILDINGS USED FOR THE HOUSING OF PER50NS SHALL BE PROVIDED WITH BASIC RADON MITIGATOR5. THESE MITIGATORS ARE BASIC IN NATURE AND MAY REQUIRE SUPPLEMENTAL EQUIPMENT SHOULD HIGH LEVELS OF RADON BE FOUND IN THE STRUCTURE. HARD HAT CAFE HENRY'S FORK PLAZA 859 S. YELLOWSTONE REXBURG, IDAHO Dl IM' - MOUI.,DER, Arc -i-irrEcis, i).c. AKCHIII-CITURL- HISTORIC PRFSERVATION- INTERIORS P.O. B( 9227 a 1160 ALPINE LANE a SUITE 1A JACKSON HOLF, WYOMING 83002 P.O. BOX 109 - 37 NORTH FIRST EAST - SUITE I DRIGGS, IDAHO, 834n OWNERSHIP & USE OF DOCUMENTS DRAWINGS & SPECIFICATIONS, AS B49MUMOM OF PROFESSMAL SERVICE ARE AND SHALL REMAIN TIM PWOPERTY OF THE ARCWfECf . THESE DOCUMENTS ARE NOT TO BEtJSWWWWUOR IN PART PM ANY PROJECT OR PURPOSES WHATSOEVER, WftHOUT TW, MOIL SPECWW wRrrMN AUTHORIZATION Of DUBBE-MOULT AACHMM, P.C. Sheet Title: SCHEDULES ' 4 1 REVISIONS L IMAY 15, 2005 2 3 4 6 Drawn Bv: Checked By: RS KD Date: Sheet Nwnber. MARCH 16, 2005 Scale: AS NOTED Project Number: 05 A5.1 DOOR TYPES SCHEDULE TYPE TYPE TYPE TYPE TYPE TYPE A 5 C D E F TEMPERED GLASS FIXED SIDE LIGHTS T � � L It t: N 55 KICK PLATE FACE 12 - 514 " _4 3 -0 �� 4 1 INSULATION SCHEDULE FOUNDATION WALLS: 1. PROVIDE 2" RIGID INSULATION (R=10 +/-) FROM TOP OF FOOTING TO TOP OF PLATE. APPLY TO INSIDE FACE (WARM SIDE) OF FOUNDATION WITH CONSTRUCTION ADHESIVE. EXTERIOR WALLS: (b" FIBERGLASS BATT. INSULATION. SOUND WALLS: I. PROVIDE FIBERGLASS BATT INSULATION AS SUPPLIED BY OWENS-CORNING, OR APPROVED ALTERNATE. FILL ALL VOIDS BETWEEN STUDS FULL. 2. PROVIDE 14" SOUND BOARD ON EACH SIDE OF STUDS AT SOUND WALLS (UNDER WALL FINISH). ROOF INSULATION - STRUCTURAL INSULATED PANELS (SIPSA 1. PROVIDE MINIMUM8" SIPS ROOF PANEL TO ACHIEVE MINIMUM R-45 RATING. NOTES: 1, ALL F15EFZGLA65 BATT INSULATION SHALL FILL REQUIRED SPACE AND NOT BE CRUSHED. 2. PROVIDE URETHANE FOAM INSULATION AROUND ALL WINDOW JAMB SHIM SPACES, VENT AND RISER STACKS, OR ANY OTHER PENETRATIONS OF THE EXTERIOR SKIN, FILLING ALL VOIDS COMPLETELY. 3. EXTRA CARE 15 TO BE TAKEN TO INSURE THAT NO PUNCTURES, RIFS OR CUTS ARE MADE TO THE VAPOR BARRIER AND BUILDING WRAP. ALL SEAMS AND PENETRATIONS ARE TO BE TAPED. 4, NO INSULATION SHALL OBSTRUCT ATTIC VENTS OR COLD ROOF SPACES. RADON MITIGATION (IF In%_EQUI1n%.ED BY THE CITY OF1`%_'rc._ ID) GENERAL: ALL BUILDINGS USED FOR THE HOUSING OF PER50NS SHALL BE PROVIDED WITH BASIC RADON MITIGATOR5. THESE MITIGATORS ARE BASIC IN NATURE AND MAY REQUIRE SUPPLEMENTAL EQUIPMENT SHOULD HIGH LEVELS OF RADON BE FOUND IN THE STRUCTURE. HARD HAT CAFE HENRY'S FORK PLAZA 859 S. YELLOWSTONE REXBURG, IDAHO Dl IM' - MOUI.,DER, Arc -i-irrEcis, i).c. AKCHIII-CITURL- HISTORIC PRFSERVATION- INTERIORS P.O. B( 9227 a 1160 ALPINE LANE a SUITE 1A JACKSON HOLF, WYOMING 83002 P.O. BOX 109 - 37 NORTH FIRST EAST - SUITE I DRIGGS, IDAHO, 834n OWNERSHIP & USE OF DOCUMENTS DRAWINGS & SPECIFICATIONS, AS B49MUMOM OF PROFESSMAL SERVICE ARE AND SHALL REMAIN TIM PWOPERTY OF THE ARCWfECf . THESE DOCUMENTS ARE NOT TO BEtJSWWWWUOR IN PART PM ANY PROJECT OR PURPOSES WHATSOEVER, WftHOUT TW, MOIL SPECWW wRrrMN AUTHORIZATION Of DUBBE-MOULT AACHMM, P.C. Sheet Title: SCHEDULES ' 4 1 REVISIONS L IMAY 15, 2005 2 3 4 6 Drawn Bv: Checked By: RS KD Date: Sheet Nwnber. MARCH 16, 2005 Scale: AS NOTED Project Number: 05 A5.1 4 . 5 0 3/16" = F-0" ol CLERESTORY PLAN 3/16" = F—off WALL LEGEND I TYPICAL STUD WALL I TYPICAL STUD WALL WITH SOUND ATTENUATING GATT IN5ULATION HENRY'S FORK PLAZA HARD HAT CAFE BUILDING SITE #7 859 S, YELLOWSTONE REXBURG, IDAHO DU B111:, — M0Ul.DLRARCIII P.C. AR(JllJF( HIS FORK' IIRLSFRVATK�' • INTERIOR J K)X 9227 • 1160 AMNr LAINF. • A 1"I L 2A I A C KSONN I I () L .1 , WY(W N C. 83M)2 VOA SO\ Vwl) • 37 Nk.� npsr u',Asr ■ q u*" I DRI(.;(.S, IDAHO 83422 OWNERSHIP & USE OF DOCUMENTS MAWMGS & VMWWATMS, AS RMUMOM OF NOMMONAL SMICE A" AM SMU REMAIN IM PM4MTY OF UM ARC=Wr nWA WCUMeM ARE NOT TO W USMIN WWU Oft WrAVFM AM PROMCr OR MWOM WHATSMVU, WU=n THE PMM 3P WM AU MORaAM1014 (W DURBS-MOULMM ARCM [ELI'S, P.C. sheet'ride: FIRST FLOOR PLAN qr REVISIONS MAY 15, 2005 MAY 15, 2005 41 5 6 Drawn By: J. P. Chocked BY: K.D Date: Sheet Number: MARCH 16, 2005 .Scale: AS NOTED A291 I Number: 0509 STONE VENEER COWER PIER (TYP,, STONE CAP MANUFACTURED STONE I 545E W/ STONE CAP 3'- 4'; J, -- TRIM t ' C CORRUGATED GALVANIZED METAL SID[Wi PANELS 2 ' SOUTHEAST ELEVATION_ 3/16" = V-0" L $7 J TO, SLAB T NQM: ELEVATION OF 3'-4' FLOOR MUST BE 12" ABOVE NEAREST DRAINAGE. Scale: AS NOTED A392 Project Ntunbur: 0509 EXTERIOR MATERIALS SCHEDULE NORTHEAST ELEVATION NORTHWEST ELEVATION ti,A3. l , 31 6" METAL ROOFING !, ROOFING SHALL BE CORRUGATED COR -TEN WEATHERING STEEL OVER 30* MINIMUM' ASPHALT IMPREGNATED BUILDING FELT PER MANUFACTURER'S RECOMMENDATIONS, OVER SIPS PANEL 2, PROVIDE AN ICE AND WATER SHIELD MEMBRANE AS SUPPLIED BY W.R. GRACE, OR APPROVED ALTERNATE, AT ALL EAVES NO LESS THAN Y -0" OF ROOF SLOPE FROM EXTERIORWALL LINE AND DOWN TO EDGE OF EAVES. ALSO PROVIDE SAME MEMBRANE AT :ILL VALLEYS, ROOF VENTS, AND ROOF PENETRATIONS AS INDICATED ON THE ROOF PLAN. APPLY MEMBRANE DIRECTLY OVER PLYWOOD ROOF SHEATHING, AND ENSURE ALL LAPS AND COVERAGE IS IN GONFOR!MANGE WITH THE MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR TO ENSURE THAT ALL SEAMS ARE ADEQUATELY SEALED AGAINST LEAKAGE. 3. FASTENERS TO BE GASKETED SCREWS PER MAANUFACTURER'S RECOMMENDATIONS. 4, ALL MATERIALS AND WORICIIANSHIP SHALL MEET OR EXCEED ALL PUBLISHED ROOFING INDUSTRY STANDARDS. 5. PROVIDE STANDARD WARRANTY AGAINST LEAKAGE AND DEFECTS IN MATERIALS AND WORKI'" fANSHIP AS REQUIRED BY OWNER, METAL FLAS14 s: ALL FLASHING AT FASCIA EDGES, WINDOW AND DOOR CAPS, EXPOSED STEP FLASHING, AND ALL OTHER EXPOSED METAL FLASHING TO BE PAINT- LOCKED, COLOR TO BE DETERI"tINED BY OWNER. GAUGE THICKNE55 TO MEET OR EXCEED STANDARDS PUBLISHED 15T TWAT TRADE. ALL NON- EXPOSED FLASHING MAY BE GALVANIZED OR APPROVED ALTERNATE. FLASHING TOLERANCES SHALL NOT BE LESS THAN THAT PUBLISHED BY TWAT TRADE. STEP FLASHING SHALL BE USED WHERE VERTICAL SURFACES OCCUR IN CONNECTION WITH RAKE ENDS OF ROOF SLOPES. VALLEY FLASHING TO HAVE RAISED RIDGE PROFILE TO PREVENT ROB SHEET DRAINAGE FROM BACK WASHING UP UNDER ROOF SHINGLES AT OPPOSITE SIDE OF VALLEY. HORIZONTAL SIDWI: HORIZONTAL WOOD SIDING TO BE SELECT CEDARMILL SY4" (l" EXPOSURE) BY JAMES HARDIE SIDING PRODUCTS OR APPROVED ALTERNATE. COLOR TO BE SELECTED BY OWNER. INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER'S 'RECOMh1END4VONS. METAL SIDING: METAL SIDING SHALL BE CORRUGATED GALVANIZED PANELS APPLIED IN A SHINGLE STYLE OVERLAPPING EACH LOWER LEVEL PANEL WITH A BLACK, PAINTED SPACER.)IOUNTED AT THE TOP EDGE OF THE PANEL BELOW, TO CREATE A SHADOW LINE. AT EACH PANEL. CC R TRIM, FASCIA TP JM, DOOM WRNOM TR M AND SOWTS TRIM SHALL BE HARDITRIM PLANKS OF SIZES INDICATED ON DRAWINGS AS MANUFACTURED BY JAMES HARDIE SIDING PRODUCTS OR APPROVED ALTERNATE. COLORS TO BE SELECTED BY OWNER. INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER.'5 RECOMMENDATIONS. SOFFIT SHALL BE HARDISOFFIT PANELS, VENTED OR NON- VENTED AS APPROPRIATE FOR THE LOCATION, AS MANUFACTURED BY JAMES HARDIE SIDING PRODUCTS OR APPROVED ALTERNATE. COLOR TO BE SELECTED BY OWNER INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTUI'ER`S RECOMMENDATIONS. MAR FACTURID STONE bENEER: MANt F;ACTURED STONE VENEER. SIZE, SHAPE, GRADE, COLOR ETC. TO BE DETERMINED. APPLY OVER 5 MIN. ASPHALT IMPREGNATED BUILDING FELT, OR IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. MATERIAL IS TO BE CULTURED STONE BY OWEN'S CORNING OR APPROVED ALTERNATE. j HENRY'S F O tx_m PLAZA HARD HAT CAPE, BUILDING SITE 859 S. YELLOWSTONE REXBURG, IDAHO DII tit : - MOUl.D1:R ARCHITI I C: Is, P.C. 1 I \ 9? ?7 - 11(60 AI.I'1NE 1AN1': - 41f 11'2A 1, :KSC IN I IC CL , INY01NU1N .. i!3A XTL RO. K\ 109 - 37 NCR FIRST T F"4.4 - +l ff 11 DtIU(:k,S , It- 10 834 r OWNERSHIP & USE OF DOCUMENTS DRA WD" do SPECIFICATIONS, AS lNSMUMWM0FVR0f=l0KAL SERVICE ARE AND MALL REMAIN TW M= 0F "TfM*t lM%T. jwm DoCtM 1 M MtSNWTO W t=DI iN tKPAla Pmt ANY PROJECT OR. PUR,POM WlJATS0EVWWn=&TKfiPWOK3PEMC WRITTEN AtTfligwzATIm CIF DUBBs-mouLDn AR+ E31'TBm P;G Sheet Title EXTERIOR ELEVATIONS REVISIO t M AY 1 200 t - - Drawn fay: J. P Checked t1`v: K. D. 1)atc: Sheet Numher: ale: AS NOTED A3 I Number: 0509 „_ , .A; 4 5 6 7 8 9 10 11 12 13 14 A B C D 10 F I✓ H J K L M N C P V U.I. 2 o -Ot SITE PLAN SCALE: 1 " = 30' -0 EQUIPMENT & DEVICE LEGEND FIRE DEPARTMENT CONNECTION -ELECTRIC BELL THRUST BLOCK PER NFPA 13 (TYPICAL) DEVICE MANUFACTURER /MODEL 3" DOUBLE CHECK ASSEMBLY AMES COLT SERIES C40OZ, REDUCED PRESSURE ZONE ASSEMBLY 3" CHECK VALVE CENTRAL CV -1F UPRIGHT SPRINKLER (OVERHEAD PROTECTION) RELIABLE, MODEL F1FR, UPRIGHT, QUICK RESPONSE, 1/2" ORIFICE, 155, MAXIMUM S PACING 9'- 11x14 -0 (139 sq.ft.). USE 200' HEADS IN CLERESTORY AREA PENDENT SPRINKLER (AREAS WITH LOWERED CEILINGS) RELIABLE, MODEL F1FR, QUICK RESPONSE, 1/2" ORIFICE, 155, MAXIMUM SPACING � 2'- 0x10' -10 (130 sq.ft.). ATTIC SPRINKLER (AS SHOW TYCO SD2, SINGLE DIRECTIONAL ATTIC SPRINKLER, 1/2" ORIFICE, 212', 6' -0 MAXIMUM DISTANCE BETWE SPRINKLE 4' -0 MINIMUM DISTANCE BETWEEN SPRINKLERS RELIABLE MODEL F1 FR UPRIGHT RELIABLE MODEL F1 FR RECESSED PENDENT S TYCO SD2 SINGLE - DIRECTIONAL ATTIC SPRINKLER Single Directional Attic SprinklerTm S01, S02, S03 F t . E I t 1 (76.2 mm) (15 mm) NPT 7' -6t 6 9 20 26 R1 n SYSTEM WATER CAPACITY DATA CAPACITY TOTAL: 88.99 PIPE m4 a FOOTAGE GAL /FT. GAL. /FT. TOTAL GAL. TOTAL GAL. SIZE SCH. 40 EDDY -FLOW Z I SCH. 40 � ra 3/4" 0.00 0.00 0.028 0.000 0.00 0.00 RELIABLE MODEL F1 FR RECESSED PENDENT S TYCO SD2 SINGLE - DIRECTIONAL ATTIC SPRINKLER Single Directional Attic SprinklerTm S01, S02, S03 F t . E I t 1 (76.2 mm) (15 mm) NPT 7' -6t 6 9 20 26 R1 n SYSTEM WATER CAPACITY DATA CAPACITY TOTAL: 88.99 PIPE FOOTAGE FOOTAGE GAL /FT. GAL. /FT. TOTAL GAL. TOTAL GAL. SIZE SCH. 40 EDDY -FLOW SCH. 40 EDDY -FLOW SCH. 40 EDDY -FLOW 3/4" 0.00 0.00 0.028 0.000 0.00 0.00 1 " 579.04 0.00 0.045 0.058 26.06 0.00 1 1 /4" 0.00 124.00 0.078 0.097 0.00 12.03 1 1/2 0.00 0.00 0.106 0.125 0.00 0.00 2" 0.00 252.00 0.174 0.102 0.00 50.90 21/2' /2" 0.00 0.00 0.248 0.304 0.00 0.00 3" 0.00 0.00 0.383 0.455 0.00 0.00 4" 0.00 0.00 0.661 0.764 0.00 0.00 6" 0.00 0.00 1.501 1.672 0.00 0.00 8" 0.00 0.00 2.660 CONTROL VALVE - - - - - - - 0.00 0.00 10" 0.00 0.00 4.192 HORIZONTAL ALARM VALVE - - - 0.00 0.00 TOTAL STANDARD UPRIGHT HEAD - - - - STANDARD PENDENT HEAD - - - - - - - t}- - - PIPE AND OTHER TYPES OF VALVES CONTROWNG WATER SUPPLIES To SPRINKLER SYSTEMS. ELEVATION TO CL OF PIPE (AS 26.06 62.93 PROPYLENE GLYCOL 54 GALS. (60/40 MIX) HANGERS INSTALLATION /LAYOUT DRAWINGS INDICATE THE PROPOSED 1. All- thread rod A. Top Beam Clamp Sprinkler 2. U -hook B. Nut & Washer C. Hen scheid 3. Coach screw C. Unistrut Nut Checked: 4. Eye -rod D. Drop -in Anchor Rexburg, Idaho 5. U - bolt E. Hilti Stud LOCATION OF PIPING, PIPE STANDS, COMPONENTS, ETC. 6. Pipe strap F. Lag Bolt 7. Bracket G. Rod Coup Contract with: 8. H. Wing Toggle 9. Sp ecial (See Detail) I. Side Beam Bracket A07/11/05 (Per Listing) 1 � 2 J. Speedy Fastener FIELD ADJUSTMENTS OF PIPE ROUTING, PIPE LENGTHS, AND Ri Idaho 83442 Description: Contract # 1150 -205 POSITIONING OF HANGERS, ETC. SHALL BE ANTICIPATED AND Drawing; F -1 of 3 �3 -T EXPECTED. THESE CHANGES SHALL MEET NFPA REQUIREMENTS AND ARE TO BE RED -LINED AND INCORPORATED ONTO THE "AS- BUILT" DRAWINGS ACCORDINGLY. NOTICE NOMENCLATURE IT IS THE OWNER'S RESPONSIBILITY TO PROVIDE ADEQUATE CROSS MAIN DESIGNATION - - - - I CROSSM `A' � ALARM VALVE & RISER - - CONTROL VALVE - - - - - - - - - UPRIGHT ON 1" RISER - - - - - - - -O- HEAT TO PREVENT FREEZING THROUGHOUT WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY FEED MAIN DESIGNATION - - - - - - - � HORIZONTAL ALARM VALVE - - - - --{- KEY VALVE - - - -- - - - - - STANDARD UPRIGHT HEAD - - - - STANDARD PENDENT HEAD - - - - - - - t}- - - PIPE AND OTHER TYPES OF VALVES CONTROWNG WATER SUPPLIES To SPRINKLER SYSTEMS. ELEVATION TO CL OF PIPE (AS NOTED) - - DRY PIPE VALVE &RISER - - - - ® POST INDICATOR VALVE (PIV) - - - PENDENT HEAD BELOW CEILING - - - --- STANDARD UPRIGHT SIDEWALL - - - - -04 WATER SUPPLY INFORMATION LINE DESIGNATION - - - - - - - - - 0 DELUGE VALVE & RISER -- - - - ®- PIV W /TAMPER SWITCH - - - - - -prQ- STANDARD PENDENT SIDEWALL - - - - - +4 sranc 90 psi RESIDUAL 85 psi _ CALCULATION DESIGNATION - - - - - - Q CHECK VALVE SIAMESE FIRE DEPT CONNECTION -- HORIZONTAL SIDEWALL - - - - - HEAD ABOVE &BELOW CEILING - - - - - � - - GPM FLOWING 1 134 FLOW DATE 08/ 11 /04 NEW UNDERGROUND - - - - - - - - 1IC� FLOW SWITCH - - -- - - - - SINGLE FIRE DEPT CONNECTION - - _� DRY PENDENT HEAD - - - - - - - LocanoN Golden Beauty Drive FLUSH TYPE HEAD - - - - - - - - -� SOURCE OF INFORMATION 3 -D Fire Protection Inc. EXISTING UNDERGROUND - - - - - - - WATER MOTOR GONG -- - - - - FIRE HYDRANT - - - - - - - - EARTHQUAKE BRACE - - - - - - - RISE UP - - - - - ---- -- - - -- - - 0-- REVISIONS -------- - - - - -- Q ELECTRIC BELL FIRE HYDRANT W /PUMP - - -- C_& DROP DOWN---- - - - - -- --♦ HANGERS ticole: 1. All- thread rod A. Top Beam Clamp Sprinkler 2. U -hook B. Nut & Washer C. Hen scheid 3. Coach screw C. Unistrut Nut Checked: 4. Eye -rod D. Drop -in Anchor Rexburg, Idaho 5. U - bolt E. Hilti Stud 06/06/05 6. Pipe strap F. Lag Bolt 7. Bracket G. Rod Coup Contract with: 8. H. Wing Toggle 9. Sp ecial (See Detail) I. Side Beam Bracket A07/11/05 (Per Listing) 1 � 2 J. Speedy Fastener 11/07/05 (Bldg Change) 25 RISER LEGEND 1) UNDERGROUND SUPPLY BY OTHERS. 3 -D FIRE PROTECTION WORK TO BEGIN AT STUB INTO BUILDING AS SHOWN ON THE DRAWINGS. 2) SYSTEM DESIGN TO START AT NODE U1 AND CONTINUE THROUGHOUT THE BUILDING. SYSTEM DESIGNED PER NFPA 13 FOR LIGHT HAZARD OCCUPANCY. KITCHEN DESIGNED FOR ORDINARY HAZARD GROUP 1 OCCUPANCY. 3) THE SYSTEM THROUGHOUT THE BUILDING IS A WET -PIPE SYSTEM AND MUST HAVE ADEQUATE HEAT TO PREVENT FREEZING. 4) ALL EQUIPMENT AND MATERIAL TO BE U/L LISTED OR FM APPROVED. DOMESTIC MADE NOT REQUIRED. ALL SCHEDULE 40 STEEL PIPE TO BE THREADED AND /OR ROLLED GROOVED. ALL THIN WALL PIPE ( "EDDY - FLOW ") TO BE ROLLED GROOVED USING GROOVED TYPE COUPLINGS AND FITTINGS APPROVED FOR FIRE PROTECTION SYSTEM USE. ALL PIPE TO EXTERIOR OF BUILDING TO BE SCHEDULE 40 GALVANIZED. TYPE OF PIPING: FEED MAIN PIPING: EDDY -FLOW CROSS MAIN PIPING: EDDY -FLOW BRANCH LINE PIPING: EDDY -FLOW SCH 40 - 1 " PIPE 5) SYSTEM TO BE INSTALLED, FLUSHED AND TESTED IN ACCORDANCE WITH NFPA 13. 6) ALARM DEVICE FOR SYSTEM IS AN AMES MAXIM M200 BFG DOUBLE CHECK VALVE BACKFLOW PREVENTER WITH BUILT -IN VALVE TAMPER SWITCHES. FLOW INDICATOR & VALVE TAMPER SWITCHES TO BE CONNECTED TO FIRE ALARM SYSTEM IF APPLICABLE. 7) ALL ELECTRICAL WIRING, OF ANY KIND, IS BY OTHERS. 8) FIRE CAULK ALL PENETRATIONS THROUGH FIRE WALL /SMOKE SEPARATIONS. 9) ALL PIPING TO BE HUNG FROM STRUCTURAL MEMBERS BY USE OF SAMMY SUPER SCREWS FOR WOOD AS SHOWN IN HANGER DETAILS. 10) TYPE OF CONSTRUCTION: NEW WOOD TRUSS BUILDING GENERAL NOTES 26 NOTE: ALL ELECTRICAL ALARM WIRING OR WIRING OF ANY KIND TO BE BY OTHERS. O1 6" UNDERGROUND TO BE FLUSHED & TESTED PRIOR TO CONNECTION O2 2" CLEAR SPACE AROUND RISER O3 3"x11" REDUCING FLANGE n FI FXIRI F r.nl Ipl INr, 3LE CHECK TAMPERED IGE F CONNECTION )NNECTION IGE TERIOR ITH SPARE VCH FITTERS NOTES 1) ALL LINES SHALL HAVE ZERO FLEX TYPE GROOVED COUPLINGS 2) ALL GROOVED PIPING DIMENSIONS ARE SHOWN CENTER TO CENTER OR TENTER TO END. ALL THREADED PIPING DIMENSIONS ARE SHOWN :UT LENGTH 3) WHERE FIRE SPRINKLER PIPING PENETRATES IDENTIFIED FIRE WALLS FIRE -CAULK AND SEAL PENETRATIONS AS REQUIRED 4) COORDINATE THE LOCATION OF ALL SPRINKLER PIPING WITH OTHER SUBCONTRACTORS TO AVOID POSSIBLE OBSTRUCTIONS TO SPRINKLER DISCHARGE 5) LOCAL AUTHORITY HAVING JURISDICTION: REXBURG FIRE MARSHAL CHRIS HUSKINSON - TELEPHONE: 359 -3010 W 2t1d S a� L W 2nd S v t L O d v) v) W 4th S e er �a W th S 20 APPRCVAL STAMP To Idaho Falls 11 cqj , AREA OF WORK �j -N- REXBURG VICINITY MAP II NO SCALE APPROVAL STA10 I STATE OF IDAH PLANS ACCEPTED SUBJECT TO COMMENTS AN CHANGES INDICATED IN TRANSMITTAL L T INSTALLA -N- - TION IS SUBJECT TO A FIELD NSPECT d REVIEWED BY: - DATE: 3 -D FIRE PROTECTION, INC. Design • Installation Maintenance • Inspection For Service or Repair & 24 Hrs. Emergency Service Please Call (208) 525 -8377 Fax (208) 525 -8381 P.O. Box 50845 Idaho Falls, Idaho 83405 -0845 CAROL HENSCHEID NICET III NO. 100827 ENGINEERING TECH. 2005 Contract Name: ticole: As Note Hard Hat Cafe Drawn: C. Hen scheid 859 South Yellowstone Checked: L. Hayward Rexburg, Idaho Date: 06/06/05 Contract with: Revision: Rocky Mountain Contractors A07/11/05 (Per Listing) 1 � 2 560 West 1 st North 11/07/05 (Bldg Change) Ri Idaho 83442 Description: Contract # 1150 -205 Site Plan Riser Detail Drawing; F -1 of 3 �3 TEST HYDRANT STATIC: 90 psi RESIDUAL: 85 psi FLOWING: 1134 gpm �+n ,, k top• 4 5 6 7 8 9 1:1 11 12 13 14 15 16 17 18 19 A 1 2 3 4 5 6 7 8 9 10 11 80'-0" - _ 8 , -0 „ 8 , -0 „ /B B I _n C A - -- __, r - — — - - - _ - - -- - — - -- -_ - - -- - -- - _......_ .r 0 1067" i - � A_ 6 -1 2 D _ °' � 2 „ ® 2 ” " ® 2" 2• - ��� E 8 -8 8 7 - 11 10114 5 -314 -7 -7 2 „ 10 -714 2 „ 1014 �VJ y 8' -O" O 2" 105 0' -10 106 I 11 2 -614 1 I 0 -8 4 7 1 � 1 -714 e A N I ` i f ° i 9' -1Y" E 0 I ') r2 1 F— F F— G F-- H l � F-- J F— K I— L F— N 9--- s 8'-0" „ ��� 103 • - 514 + �` I I I I I I Y I 2 & II 2 1' • 107 10 O 109 9-1011 REMOTE AREA #1 (DINING ROOM): LIGHT HAZARD OCCUPANCY 0.10 gpm OVER 1550 sq.ft. 10 HEADS CALCULATED AT 190 sq.ft. PER HEAD. SYSTEM DEMAND: 239.1 gpm AT 70.3 psi PLUS 100 gpm HOSE ALLOWANCE 8 -0 I 102 \ / to 1 N I z \ z N O 1 I ° N CliL „ 1 ` N — -5 O O ;; 8'-0" �. — > N N 9-1 031 10 �_ 1 —114 N N ♦ N N I U I A ........ _ ... I _ .. -. _... I wu...v I u_ - 1.,.. -. - ......._ _ n I / N I tV T + N 8' -0" I .'- ® I • 1" • 1" 1B 1 ® 203 12 • 11i" ® I 4 � 201 t 1 - 0 202 8-W f --�-- _ _ I _ a z +6 0 8' -0" ° I M c i ' `" ° 1 ®� REMOTE AREA #2 (KITCHEN: 11 0 ® 8- - ORDINARY HAZARD GROUP 1 OCCUPANCY _ 205 ti 206 0.15 m OVER 961 sq.ft. 9 HEADS - 9P q D 9- 0 9 -0 ,�+ �+ 38 °' CALCULATED AT 107 sq.ft. PER HEAD. I 13 N I I I o r° 9P psi SYSTEM DEMAND: 156.0 m � 37.8 °o PLUS 250 gpm HOSE ALLOWANCE 8' -0" �1 24T � - - - - - I ` • o I ry to 2" 12" 8' - jl 0 -914 0 6 10 � zt ® II I 14 ® Ni 1 " ii 0-10 r 8 -0 " n „ 5B - � 1 i ' ® 11- 0 ® 8 -1 1 - - - qOJ7 - 2 1 " • 2" • 12„ 2„ 2" • 2" I II N 8 -2 1 ;' -1 �`�2 I I_, -8 5- 4 -6 1 - 0 I R1 0 f FIRE DEPT. r M AIN LE VEL FIRE PROTECTION PLAN! SCALE: 1/8" = 1' -0 1 CONNECTION l ELECTRIC BELL 80' -0" , 8' -0" 8' -Q I O� I 00 + li i 1� I SLOPE L P o s 31 18 -4 1 I oti n I 41 2 -6 ° 12 -7 ° H I T_ l .-d I I �d 11 r- I , 5 d ATTIC FIRE PROTECTION PLAN 9 20' 8 _0" - _ _8 00 + li i 1� I SLOPE L P o s 31 18 -4 1 I oti n I 41 2 -6 ° 12 -7 ° H I T_ l .-d I I �d 11 r- I , 5 d ATTIC FIRE PROTECTION PLAN Q� APP ROVAL STA V <1 APPRO ®ETA a %,�:: STATE OF IDAHO PLANS ACCEPTED SUBJECT TO COMMENTS CHANGES INDICATED IN RANSMI! r ET R. 1 TION IS SUBJECT TO A F D INSP ® REVIEWED BY: — ..,��,.. -..._� m .._�..,_.�_ —..� HEAD COUNT Type Fin. Onf. K -Fac. Can Temp. Symb Qt 3—D FIRE PROTECTION, INC. Ip Bross 1/2' 5.6 - -- 200' 0 52 Design Installation endent White 1/2" 5.6 Whit 155' O• 46 endent White 1/2" 5.6 White 200' 0 2w 4 3 �l Maintenance Inspection Attic Bross 1/2 5.6 - -- 212' 4 18 ', For Service or Repair D & 24 Hrs. Emergency Service Please Call 1208) 525 -8377 Fax (208) 5 5 —$381 3 —� P.O. Box 50845 - Idaho Falls, Idaho 83405 -0845 Total 120 1150- 205 -02.dw FITTERS NOTES 1) ALL LINES SHALL HAVE ZERO FLEX TYPE GROOVED COUPLINGS 2) ALL GROOVED PIPING DIMENSIONS ARE SHOWN CENTER TO CENTER OR CENTER TO END. ALL THREADED PIPING DIMENSIONS ARE SHOWN CUT LENGTH 3) WHERE FIRE SPRINKLER PIPING PENETRATES IDENTIFIED FIRE WALLS FIRE -CAULK AND SEAL PENETRATIONS AS REQUIRED 4) COORDINATE THE LOCATION OF ALL SPRINKLER PIPING WITH OTHER SUBCONTRACTORS TO AVOID POSSIBLE OBSTRUCTIONS TO SPRINKLER DISCHARGE 5) LOCAL AUTHORITY HAVING JURISDICTION: REXBURG FIRE MARSHAL CHRIS HUSKINSON - TELEPHONE: 359 -3010 CAROL HENSCHEID NICEf III NO. 100827 ENGINEERING TECH. 2005 0 5' INSTALLATION /LAYOUT DRAWINGS INDICATE THE PROPOSED 20' SCALE: 1/8" = 1' -0 Contract Name: Scale: As Noted Hard Hot Cafe Drawn: LOCATION OF PIPING, PIPE STANDS, COMPONENTS, ETC. 859 South Yellowstone Checked: L. Hayward Rexbur Idaho Date: 06/06/05 Contract with: Revision: FIELD ADJUSTMENTS OF PIPE ROUTING, PIPE LENGTHS, AND 1 07/11/05 (Per Listing) 560 West 1 st North 2 11/07/05 (Bldg Change) Rigb Idaho 83442 Description: Contract # 1150 -205 Fire Protection Plans Drawing: F -2 of 3 POSITIONING OF HANGERS, ETC. SHALL BE ANTICIPATED AND T EXPECTED. THESE CHANGES SHALL MEET NFPA REQUIREMENTS AND ARE TO BE RED -LINED AND INCORPORATED ONTO THE "AS- BUILT" DRAWINGS ACCORDINGLY. NOTICE NOMENCLATURE HANGERS IT IS THE OWNER'S RESPONSIBILITY TO PROVIDE ADEQUATE CROSS MAIN DESIGNATION - - - - C R O SSMAIN n ALARM VALVE & RISER - - - - - ®- CONTROL VALVE - - - - - - - -p UPRIGHT ON 1" RISER - - - - - - - - 1. All- thread rod A. Top Beam Clamp Sprinkler HEAT TO PREVENT FREEZING THROUGHOUT WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE OTHER TYPES FEED MAIN DESIGNATION- - - - - - - � A' HORIZONTAL ALARM VALVE - - - - --{�- KEY VALVE - - - - - - - - - �� STANDARD UPRIGHT HEAD - - - - STANDARD PENDENT HEAD - — -4- — 2. U —hook B. Nut &Washer Reliable F1 FR 3. Coach screw C. Unistrut Nut Reliable F1 FR AND OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. ELEVATION TO CL OF PIPE (AS NOTED) - - DRY PIPE VALVE & RISER - - - - ®-- POST INDICATOR VALVE (PIV) - - - - p� - - - - - PENDENT HEAD BELOW CEILING - - - - - - - p - WATER SUPPLY INFORMATION STANDARD UPRIGHT SIDEWALL — - - — —a4 4. Eye -rod D. Drop -in Anchor Reliable Ft FR 5. U - bolt E. Hilti Stud Tyco SD2 LINE DESIGNATION - - - - CALCULATION DESIGNATION - - - - - - O - - - - - O DELUGE VALVE: & RISER - -- - CHECK VALVE - - - - - - - - � - - tv - PIV W TAMPER SWITCH - - - - - /- SIAMESE FIRE DEPT CONNECTION — - �� STANDARD PENDENT SIDEWALL - - HORIZONTAL SIDEWALL - - - - - HEAD ABOVE & BELOW CEILING - - - - �a - - — � - - STATIC 90 psi RESIDUAL 85 psi 6. Pipe strap F. Lag Bolt GPM FLOWING 1134 FLOW DATE 08/1 1 NEW UNDERGROUND - - -- - - - - - � FLOW SWITCH - -- - - - - - - � SINGLE FIRE DEPT CONNECTION - - T DRY PENDENT HEAD - - - - - - - 7. Bracket G. Rod Coupling LOCATION Golden Beauty Drive FLUSH TYPE HEAD - - - - - - - - - - 8. H. Wing Toggle __ SOURCE OF INFORMATION 3 - D Fire Protection Inc. EXISTING UNDERGROUND - - REVISIONS - - - - - - - - - - - - - - - - - A WATER MJTOR GONC - - - - ELECTR'C BELT_ - - - - -- - - AA6 - ® FIPE HYDRANT - - - - - - - - FIRE HYDRANT W /PUMP - - - - EARTHQUAKE BRACE - - - - - RISE UP - - - - - - - - - DROP DOWN - - - - - - - - - - - - - o - - - - +-- 9. Special (See Detail) 1. Side Beam Bracket J. Speedy Fastener Q� APP ROVAL STA V <1 APPRO ®ETA a %,�:: STATE OF IDAHO PLANS ACCEPTED SUBJECT TO COMMENTS CHANGES INDICATED IN RANSMI! r ET R. 1 TION IS SUBJECT TO A F D INSP ® REVIEWED BY: — ..,��,.. -..._� m .._�..,_.�_ —..� HEAD COUNT Type Fin. Onf. K -Fac. Can Temp. Symb Qt 3—D FIRE PROTECTION, INC. Ip Bross 1/2' 5.6 - -- 200' 0 52 Design Installation endent White 1/2" 5.6 Whit 155' O• 46 endent White 1/2" 5.6 White 200' 0 2w 4 3 �l Maintenance Inspection Attic Bross 1/2 5.6 - -- 212' 4 18 ', For Service or Repair D & 24 Hrs. Emergency Service Please Call 1208) 525 -8377 Fax (208) 5 5 —$381 3 —� P.O. Box 50845 - Idaho Falls, Idaho 83405 -0845 Total 120 1150- 205 -02.dw FITTERS NOTES 1) ALL LINES SHALL HAVE ZERO FLEX TYPE GROOVED COUPLINGS 2) ALL GROOVED PIPING DIMENSIONS ARE SHOWN CENTER TO CENTER OR CENTER TO END. ALL THREADED PIPING DIMENSIONS ARE SHOWN CUT LENGTH 3) WHERE FIRE SPRINKLER PIPING PENETRATES IDENTIFIED FIRE WALLS FIRE -CAULK AND SEAL PENETRATIONS AS REQUIRED 4) COORDINATE THE LOCATION OF ALL SPRINKLER PIPING WITH OTHER SUBCONTRACTORS TO AVOID POSSIBLE OBSTRUCTIONS TO SPRINKLER DISCHARGE 5) LOCAL AUTHORITY HAVING JURISDICTION: REXBURG FIRE MARSHAL CHRIS HUSKINSON - TELEPHONE: 359 -3010 CAROL HENSCHEID NICEf III NO. 100827 ENGINEERING TECH. 2005 0 5' 10' 20' SCALE: 1/8" = 1' -0 Contract Name: Scale: As Noted Hard Hot Cafe Drawn: C. Henscheid 859 South Yellowstone Checked: L. Hayward Rexbur Idaho Date: 06/06/05 Contract with: Revision: Rocky Mountain Contractors 1 07/11/05 (Per Listing) 560 West 1 st North 2 11/07/05 (Bldg Change) Rigb Idaho 83442 Description: Contract # 1150 -205 Fire Protection Plans Drawing: F -2 of 3 2 3 4 05 6 I d 1 1 I a r 1 11 C a f e e 859 S. Yellowstone GENERAL NOTES 1, THE GENERAL CONTRACTOR MUST OBTAIN ALL REQUIRED BUILDING PERMITS AND AGENCY APPROVALS. 2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR EXECUTING WORK IN CONFORMANCE WITH THE CURRENTLY ADOPTED IBC AND ALL OTHER AGENCY REGULATIONS. 3, THE GENERAL CONTRACTOR MUST INSPECT THE SITE BEFORE BEGINNING WORK AND IDENTIFY CONFLICTS OR INCONSISTENCIES BETWEEN THE CONTRACT DOCUMENTS AND EXISTING CONDITIONS. 4. THE GENERAL CONTRACTOR MUST VERIFY ALL EXISTING SITE DIMEN51ON5 AND CONDITIONS. 5. THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, MATERIALS, 5CHEDULE6, ETC. WITHIN THE SCOPE OF THE PROJECT, AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. 6. THE GENERAL CONTRACTOR MUST NOTIFY THE ARCHITECT IMMEDIATELY OF CONDITIONS WHICH REQUIRE DEVIATION FROM CONSTRUCTING THE WORK AS INDICATED IN THE CONTRACT DOCUMENTS. 1. DO NOT 5CALE DRAWINGS IN ORDER TO DETERMINE DIMENSIONS. WRITTEN DIMEN51ON5 GOVERN, AND LARGE SCALE DETAILS GOVERN OVER SMALL SCALE DETAILS. WALLS AND PARTITIONS ARE DIMENSIONED FROM FACE OF FRAMING, UNLESS OTHERWISE NOTED. 8. ALL DIMENSIONS ARE MEASURED FROM FACE OF STUD AS INDICATED - ALL COLUMNS ARE MEASURED FROM CENTERLINE. CONTRACTOR TO BE AWARE OF ALL N.T.S. (NOT TO 5CALE) DIMENSIONS. WRITTEN DIMENSIONS GOVERN OVER 5CALE_ 9. THE PRESENCE OF THE ARCHITECT ON THE JOB 517E DOES NOT IMPLY APPROVAL OF THE WORK THE GENERAL CONTRACTOR MUST CALL 5PECIFIC ITEMS TO THE ATTENTION OF THE ARCHITECT IF HE W15HES TO OBTAIN THE ARCHITECT'S APPROVAL. 10. THE GENERAL CONTRACTOR MUST SUBMIT ALL PROPOSED SUBSTITUTIONS IN WRITING TO THE ARCHITECT FOR APPROVAL WITH SUFFICIENT INFORMATION, SAMPLES, AND DIFFERENCE IN COST FOR EVALUATION. IF A REVISION OR SUBSTITUTION IS MADE TO IN ANY WAY ALTER THE WORK SO THAT IT DOES NOT CONFORM WITH THE CONTRACT DOCUMENTS WITHOUT THE ARCHITECT'S WRITTEN APPROVAL, SUCH ACTION WILL RELIEVE THE ARCHITECT OF ANY LIABILITY FOR THE RESULTING AESTHETIC EFFECT, SUBSEQUENT FAILURE, PROPERTY DAMAGE OR PER50NAL INJURY. 11. THE GENERAL CONTRACTOR MUST PERFORM HIGH QUALITY PROFESSIONAL WORK THE WORK OF EACH TRADE MUST MEET OR EXCEED ALL QUALITY STANDARDS PUBLISHED BY THAT TRADE. 12. THE GENERAL CONTRACTOR MUST ARRANGE TO ACCOMMODATE "NOT IN CONTRACT" WORK AND MUST REQUEST INSTRUCTIONS FROM THE ARCHITECT BEFORE PROCEEDING. W SITE MAP A1.1 1 =100' I s Fork Plaza y Rexburg, Idaho SITE NOTES 11 THE GENERAL CONTRACTOR MUST TAKE CARE TO PROTECT NEWLY 1. GENERAL CONTRACTOR TO REMOVE ONLY TREES AND VEGETATION VERIFIED INSTALLED MATERIALS, FIN15HE5 AND ASSEMBLIES. BY THE ARCHITECT OR OWNER ALL REMAINING TREES MUST BE PROTECTED 14. THE GENERAL CONTRACTOR MUST HALT THE WORK AFFECTED WHEN AGAINST ALL PHA5E5 OF CONSTRUCTION. NOTIFIED OF A PROPOSED CHANGE AND PROCEED ONLY AFTER 2. GENERAL CONTRACTOR TO MAINTAIN SITE THROUGHOUT THE COURSE OF THE RECEIVING INSTRUCTIONS FROM THE ARCHITECT, PROJECT BY: 15. THE GENERAL CONTRACTOR MUST SUBMIT A DETAILED PROJECT - REPAIRING ALL RUTS CAUSED BY EQUIPMENT, SPILLS, OR OTHER SCHEDULE AT THE BEGINNING OF THE PROJECT. ANY SIGNIFICANT EARTH- RELATED SCARRING. CHANGES WHICH WOULD ALTER THAT INITIAL SCHEDULE MUST BE - REPAIRING OR REPLACEMENT OF ALL SCARRED, BROKEN, OR DOCUMENTED IN A REVISED SCHEDULE. OTHERWISE DAMAGED TREES DUE TO CONSTRUCTION. 16. THE GENERAL CONTRACTOR MUST PROVIDE ADEQUATE AND PROPER - EXERCISE ROUTINE PERIODIC REMOVAL OF ALL REFUSE. DRY STORAGE AND HANDLING OF ALL BUILDING MATERIALS, SUPPLIES, 3. THE CONTRACTOR SHALL MINIMIZE THE DISTURBANCE OF THE EXISTING GRADE. AND FIN1514E5 IN ACCORDANCE WITH PRODUCT MANUFACTURER'S THE CONTRACTOR SHALL VERIFY WITH THE OWNER ALL STAGING AREAS AND RECOMMENDATIONS. METHODS OF STORAGE. 11. THE GENERAL CONTRACTOR MUST DETERMINE THAT ALL EQUIPMENT 4. GENERAL CONTRACTOR 15 RESPONSIBLE FOR COORDINATION, TAPPING INTO, SPECIFIED WILL FIT THROUGH EX15TING DOORWAYS AND CORRIDORS INSTALLATION AND VERIFYING LOCATION OF ALL NECESSARY SITE UTILITIES BEFORE EQUIPMENT IS PURCHASED OR SCHEDULE THE INSTALLATION INCLUDING POWER, WATER, SANITARY, CABLE, PHONE, ETC. GENERAL SEQUENCE TO AVOID CONFLICTS. CONTRACTOR TO COORDINATE ALL UTILITY FEES AND SERVICE5 WITH THE I8. THE GENERAL CONTRACTOR MUST COMPLY WITH THE RULES OF THE OWNER SUBDIVISION AND THE COUNTY AND THE DIRECTIONS OF THE OWNERS 5. ANY DISTURBED 501L TO BE FINISH GRADED d RAKED TO ACHIEVE A UNIFORM FOR CONSTRUCTION FACILITIES, USE OF PREMISES, ACCESS TO THE SURFACE. ALL FIN15H GRADE TO BE FREE OF ROCKS AND SOLID DEBRIS PROJECT SITE, AND TRASH REMOVAL. GREATER THAN 3/4" DIAMETER. AND CONSISTING OF NATIVE SOIL 19, ALL MECHANICAL, ELECTRICAL AND CIVIL ENGINEERING SERVICES AND CHARACTERISTICS. NO TWIGS, STICKS, OR OTHER NON -SOIL MATERIAL SHALL SYSTEMS WILL BE SPECIFIED AND INSTALLED BY THE RESPECTIVE BE INCLUDED IN THE FINAL GRADE BEING PREPARED FOR FINAL LANDSCAPING. TRADES. ALL SYSTEMS SHALL BE DESIGNED IN ACCORDANCE WITH THE 6. ALL EXCESS EXCAVATED MATERIAL TO BE TRUCKED OFF SITE WITH THE RESPECTIVE CODES. I EXCEPTION OF ANY NECE55ARY BACKFILL MATERIAL OR POTENTIAL 20. EACH TRADE 15 RESPONSIBLE FOR INSPECTION OF SERVICE AND TO LANDSCAPING MATERIAL. CONTRACTOR TO PROVIDE LOCATION TO LIMIT ADVISE THE GENERAL CONTRACTOR, ARCHITECT, AND OWNER AS TO AMOUNT OF LAWN DAMAGE. STOCKPILE LOCATION TO BE DETERMINED BY CURRENT CONDITION, POSSIBLE PROBLEMS AND POTENTIAL SOLUTIONS GENERAL CONTRACTOR AND SHALL INCORPORATE ALL EROSION CONTROL WITH RESPECT TO THEIR TRADES. METHODS d TECHNIQUES AS PRESCRIBED BY MADISON COUNTY, ID. 21, THE CONTRACTOR SHALL VERIFY WITH THE ARCHITECT '.HE SELECTION, 1, ALL DISTURBED EXISTING GRADE TO BE REGRADED AND RE- SEEDED AS PER FABRICATION, FINISH, AND INSTALLATION OF ALL INTERIOR FIN15H ITEMS LANDSCAPE ARCHITECT W/ REGARD TO DIMENSION, SCOPE, AND VARIETY OF 1 I f IT T F IN VEGETATION TO BE INSTALLED CODE /ZONING ANALYSIS I. APPLICABLE CODES / JURISDICTION: - 2003 INTERNATIONAL BUILDING CODE - REXBURG, IDAHO. MADISON COUNTY 2. LOT SIZE: SEE CIVIL SITE PLAN ATTACHED SURVEYED BY SCHIES5 AND ASSOCIATES. 1103 SOUTH 45TH WEST, IDAHO FALLS, IDAHO 83402 ZONING: SEE CIVIL SITE PLAN ATTACHED 3. MINIMUM BUILDING SETBACKS - STREET SETBACK SEE CIVIL SITE PLAN ATTACHED - REAR SETBACK SEE CIVIL 51TE PLAN ATTACHED - 51DE SETBACK SEE CIVIL 51TE PLAN ATTACHED 4. MAXIMUM BUILDING HEIGHT: SEE CIVIL 51TE PLAN ATTACHED 5. DE51GN CRITERIA UTILIZED: - SEISMIC ZONE SEE STRUCTURAL DRAWINGS ATTACHED - PSF SNOW LOAD SEE STRUCTURAL DRAWINGS ATTACHED - MPH WIND LOAD SEE STRUCTURAL DRAWINGS ATTACHED CONTACTS ARCHI DUBBE- MOULDER ARCHITECTS, PC 1160 ALPINE LANE, SUITE A2 P.O. BOX 9221 JACKSON, WYOMING 83002 301 - 133 -9551 31 NORTH FIRST EAST P.O. BOX 169 DRIGGS, IDAHO 83422 208 - 354 -0151 CIVIL ENGINEER SCHIE65 AND ASSOCIATES 1103 SOUTH 45TH WEST IDAHO FALLS, IDAHO 83402 208-522 STRUCTURAL GL EWINEER DYNAMIC 5TRUCTURE6 STRUCTURAL ENGINEERING 5ERVICE5 1881 NORTH 1120 WEST PROVO, UTAH 84604 801- 356 -1140 CONTRACTORS RICK HANCOCK/ JON GREGORY ROCKY MOUNTAIN CONTRACTORS, LLC FUTURES OF IDAHO 560 WEST 1ST NORTH RIGBY, IDAHO 83442 208- 403 -6801 NCLUD NG, BUT NOT L M ED TO, HE OLLOW G: - N 89 °41'40" E ALL INTERIOR RUNNING AND STANDING TRIM 61 ^ 604.06' ALL INTERIOR CABINETS AND MILLWORK, INCLUDING COUNTERTOPS - ` - - - - ALL PLUMBING FIXTURES AND FITTINGS / / I I I I I ALL LIGHTING FIXTURES / / I I ( I I ALL INTERIOR MATERIALS, SPECIES, AND FIN15H // I SITE "I I ( SITE "2 I ALL APPLIANCES I I I { ALL DOOR AND WINDOW HARDWARE AND FINISH / / / W 4 4i / Q / SITE 0 5 SITE "6 / / / / / HA H GAF / SI W1 M 2 SITE PLAN IE �fH+�l -�I I FBI I SITE *3 1 i 1 I I I I SITE *4 I I I I I I i I I I I I 1 I I I �I N N z I �I ZMETILTerin Al.l GENERAL NOTES, SITE MAP, SITE PLAN AI.2 SQUARE FOOTAGE CALCULATIONS, ROOF PLAN A2.1 FIRST FLOOR PLAN A3.1 EXTERIOR ELEVATIONS A32 EXTERIOR ELEVATIONS A4.1 BUILDING SECTIONS A5.1 SCHEDULES AND NOTES A6.1 ADA COMPLIANT TOILET ROOM PLAN DETAIL 50.1 STRUCTURAL NOTES 502 STRUCTURAL NOTES 51.1 FOOTING AND FOUNDATION PLAN 51.2 FOOTING AND FOUNDATION DETAILS 52.1 ROOF FRAMING PLAN 53.1 SHEARWALL PLAN 54.1 ROOF FRAMING DETAILS 542 ROOF FRAMING DETAILS U1.1 UTILITY LOCATION PLAN HARD HAT CAFE • _ \ _L -� - -- A- 859 S. YELLOWSTONE REXBURG, IDAHO DUBBE -MOULDER. A RCHITECTS, P.C. ARCHITECTURE ■ HISTORIC PRESERVATION ■ INFERIORS . v P.O. BOX 9227 1160 ALPINE LANE ■ SUITE 2A JACKSON HOLE, WYOMING 83002 P.O. BOX 169 ■ 37 NORTH FIRST EAST ■ SUITE I DRIGGS , IDAHO 83422 OWNERSHIP & USE OF DOCUMENTS DRAWINGS & SPECIFICATIONS, AS INSTRUMENTS OF PROFESSIONAL, SERVICE ARE AND SMALL, REMAIN THE PROPERTY OF 1116 ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY PROJECT OR PURPOSES WHATSOEVER, WITHOUT THE PRIOR SPECIFIC WRITTEN AUTHORIZATION OF DUBBE-MOULDER ARCHITEC'T'S, P.C. Sheet Title: GENERAL NOTES SITE MAP SITE PLAN REVISIONS I I I SITE "9 51TE "8 I I I n M S E VERIFY BUILDING PLACEMENT AND ORIENTATION WITH CONTRACTOR 1 2 3 4 5 6 Drawn By: J P. Checked By: K.D. Date: Sheet Number: MARCH 1611 2005 Scale: AS NOTED A1.1 Project Number: 0509 - - - - - -- 1 f _ . - - - - -- - I - - - - - - -- I I I I I I I I I 51TE #10 I I SITE "11 I ( SITE "12 I I SITE 0 13 I I I I I I I I I I I I I I I - ---------- J-- I-- _y „___J - - -L --- - - -J N 89 °41'40" E - _ - SQUARE FOOTAGE CALCULATIONS Tenant 1 6144 sq. ft. Total Tenant Space 6144 sq. ft. Roof 1524 sq, ft. FIRST FLOOR SQUARE FOOTAGE PLAN 3/32" = 1' - 0 " SHADED AREA PROVIDE ICE ANC WATER SHIELD AS SUPPLIED BY WR W CE OR APPROVED ALTERNATE e ALL VALLEYS AND ROOF PROJECTS 3' -0" MM, BOTH SIDES AREA PROVIDE ICE AND WIELD AS SUPPLIED BY ;E OR APPROVED !TE a ALL VALLEYS AND ZOJECTS 3' -0" MN. BOTH „a ROOF SQUARE FOOTAGE PLAN 3/32" = 1' - 0 " 3 ROOF PLAN A1.2 3/32" = 1' -0" CONCRETE PAD N 8 .Q CLERESTORY PLAN 3/16" =1' - 0 " WALL LEGEND TYPICAL STUD WALL TYPICAL_ STUD WALL WITH SOUND ATTENUATIWs 5ATT INSULATION i t— OD FIRST FLOOR PLAN 3/16" = V -0" lm 9 S 7 6 vA3.z 5 4 3 2 PAD I s Aa.a i CONCRETE PAD EXTERIOR MATERIALS SCHEDULE B.O. HE ADER I�� 26' - tmY4' CORRUGATE[ STEEL ROOF11 B.O. HEADER 1 0V -274' HORIZONTAL STONE VENE:E �T.O�. STONE CA `r 1f03' .0" (V.I.FJ NORTHEAST ELEVATION 3/16" = 1' - 0 " 3E T.O. BEAM � -- — FASCIA _B.o HEADE TRIM NE BASE W1 STONE CAP METAL ROOFING 1. ROOFING 514ALL BE CORRUGATED COR -TEN WEATHERING STEEL OVER 30 MINIMUM ASPHALT IMPREGNATED BUILDING FELT PER MANUFACTURER'S RECOMMENDATIONS, OVER 51P5 PANEL 2. PROVIDE AN ICE AND WATER SHIELD MEMBRANE A5 SUPPLIED BY W.R. GRACE, OR APPROVED ALTERNATE, AT ALL EAVES NO LESS THAN Y -0" OF ROOF SLOPE FROM EXTERIORWALL LINE AND DOWN TO EDGE OF EAVE5. ALSO PROVIDE SAME MEMBRANE AT ALL VALLEYS, ROOF VENTS, AND ROOF PENETRATIONS AS INDICATED ON THE ROOF PLAN. APPLY MEMBRANE DIRECTLY OVER PLYWOOD ROOF SHEATHING, AND ENSURE ALL LAPS AND COVERAGE 15 IN CONFORMANCE WITH THE MANUFACTURER'5 RECOMMENDATIONS. CONTRACTOR TO ENSURE THAT ALL SEAMS ARE ADEQUATELY SEALED AGAINST LEAKAGE. 3. FASTENERS TO BE GA5KETED 5CREW5 PER MAANUFACTURER'5 RECOMMENDATIONS. 4. ALL MATERIALS AND WORKMANSHIP SHALL MEET OR EXCEED ALL PUBLISHED ROOFING INDUSTRY STANDARDS. 5. PROVIDE STANDARD WARRANTY AGAINST LEAKAGE AND DEFECTS IN MATERIALS AND WORKMANSHIP AS REQUIRED BY OWNER METAL FLASHING: ALL FLASHING AT FASCIA EDGES, WINDOW AND DOOR CAP-5, EXPOSED STEP FLASHING, AND ALL OTHER EXPOSED METAL FLASHING TO BE COR -TEN WEATHERING STEEL. GAUGE THICKNE55 TO MEET OR EXCEED STANDARDS PUBLISHED BY THAT TRADE. ALL NON - EXPOSED FLASHING MAY BE GALVANIZED OR APPROVED ALTERNATE. FLASHING TOLERANCES SHALL NOT BE LE55 THAN THAT PUBLISHED BY THAT TRADE. STEP FLA514ING 5HALL BE USED WHERE VERTICAL SURFACES OCCUR IN CONNECTION WITH RAKE ENDS OF ROOF SLOPES. VALLEY FLASHING TO HAVE RAISED RIDGE PROFILE TO PREVENT ROOF SHEET DRAINAGE FROM BACK WA514ING UP UNDER ROOF SHINGLES AT OPPOSITE SIDE OF VALLEY. HORIZONTAL SIDING: HORIZONTAL WOOD SIDING TO BE SELECT CEDARMILL 5Y4" (7 EXPOSURE) BY JAMES HARDIE SIDING PRODUCTS OR APPROVED ALTERNATE. COLOR TO BE SELECTED BY OWNER INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER'5 RECOMMENDATIONS, METAL SIDING: METAL 51DING 5HALL BE CORRUGATED GALVANIZED PANELS APPLIED IN A SHINGLE STYLE OVERLAPPING EACH LOWER LEVEL PANEL WITH A BLACK PAINTED SPACER MOUNTED AT THE TOP EDGE OF THE PANEL BELOW, TO CREATE A SHADOW LINE AT EACH PANEL. COMER TRIM, FASCIA TRIM, DOOR WINDOW TRIM: AND SOFFITS TRIM SHALL BE HARDITRIM PLANKS OF 51ZES INDICATED ON DRAWINGS AS MANUFACTURED BY JAMES HARDIE SIDING PRODUCTS OR APPROVED ALTERNATE. COLORS TO BE SELECTED BY OWNER INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SOFFIT SHALL BE HARDISOFFIT PANELS, VENTED OR NON - VENTED AS APPROPRIATE FOR THE LOCATION, AS MANUFACTURED BY JAMES HARDIE SIDING PRODUCTS OR APPROVED ALTERNATE. COLOR TO BE SELECTED BY OWNER INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. MANUFACTURED STONE VENEER: MANUFACTURED STONE VENEER: SIZE, SHAPE, GRADE, COLOR, ETC. TO BE DETERMINED. APPLY OVER 15" MIN. ASPHALT IMPREGNATED BUILDING FELT, OR IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. MATERIAL 15 TO BE CULTURED STONE BY OWEN`S CORNING OR APPROVED ALTERNATE. HARD HAT CAFE T HENRY'S FOI3.K PLAZA 859 S. YELLOWSTONE REXBURG, IDAHO DUBBE - MOULDER ARCHITECTS, P.C. ARCHITECTURE ■ HISTORIC PRESERVATION ■ INTERIORS P.O. BOX 9227 ■ 1160 ALPINE LANE - SUITE 2A JACKSON HOLE, WYOMING 83002 P.O. BOX 169 - 37 NORTH FIRST EAST - SUITE I DRIGGS , IDAHO 83422 � .] OWNERSHIP & USE OF DOCUMENTS DRAWINGS & SPECIFICATIONS, AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY PROJECT OR PURPOSES WHATSOEVER, WITHOUT THE PRIOR SPECIFIC WRITTEN AUTHORIZATION OF DUBBE-MOULDER ARCHIITECTS, P.C. Sheet Title: r'.9m rum rM ..M EXTERIOR ELEVATIONS I REVISIONS I NORTHWEST ELEVATION 3/16" = 1' - 0 " i YP.) 3 STONE CAP Drawn By: J.P. Checked By: K.D. Date: Sheet Number: MARCH 16, 2005 Scale: AS NOTED Project Number. A3.1 0509 I I r - I------------------------------------------- - - - - -- ----- i - 1 ------------------------ - - - -7 L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - -.- __ - __ - - - - __1____ - - - - - - - - - - - - - - - - --� I Y -4" I I FL----------- 1-I------------ - - - - -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ----------------- - - --I� L --------------------------------------------------------------------------------------------------------------------------------- - - - - -J EXTERIOR MATERIALS SCHEDULE 1 2 3 4 II . M. 1 SOUTHWEST ELEVATION A3.2 3/ 16" = 1' - 0 " I COR -TEN G SIDING ea tTYPa METAL ROOFING 1. ROOFING SHALL BE CORRUGATED COR -TEN WEATHERING STEEL OVER 30 MINIMUM ASPHALT IMPREGNATED BUILDING FELT PER MANUFACTURER'S RECOMMENDATIONS, OVER SIP5 PANEL 2. PROVIDE AN ICE AND WATER SHIELD MEMBRANE AS SUPPLIED BY W.R. GRACE, OR APPROVED ALTERNATE, AT ALL EAVES NO LESS THAN 3' -0" OF ROOF SLOPE FROM EXTERIORWALL LINE AND DOWN TO EDGE OF EAVES. ALSO PROVIDE SAME MEMBRANE AT ALL VALLEYS, ROOF VENTS, AND ROOF PENETRATIONS AS INDICATED ON THE ROOF PLAN. APPLY MEMBRANE DIRECTLY OVER PLYWOOD ROOF SHEATHING, AND ENSURE ALL LAPS AND COVERAGE IS IN CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR TO ENSURE THAT ALL SEAMS ARE ADEQUATELY SEALED AGAINST LEAKAGE. 3. FASTENERS TO BE GA5KETED SCREWS PER MAANUFACTURER'5 RECOMMENDATIONS. 4. ALL MATERIALS AND WORKMANSHIP SHALL MEET OR EXCEED ALL PUBLISHED ROOFING INDUSTRY STANDARDS. 5. PROVIDE STANDARD WARRANTY AGAINST LEAKAGE AND DEFECTS IN MATERIALS AND WORKMANSHIP AS REQUIRED BY OWNER METAL FLASHING: ALL FLASHING AT FASCIA EDGES, WINDOW AND DOOR CAPS, EXPOSED STEP FLASHING, AND ALL OTHER EXPOSED METAL FLASHING TO BE CORE -TEN WEATHERING STEEL. GAUGE THICKNESS TO MEET OR EXCEED STANDARDS PUBLISHED BY THAT TRADE. ALL NON - EXPOSED FLASHING MAY BE GALVANIZED OR APPROVED ALTERNATE. FLASHING TOLERANCES SHALL NOT BE LESS THAN THAT PUBLISHED BY THAT TRADE. STEP FLASHING SHALL BE USED WHERE VERTICAL SURFACES OCCUR IN CONNECTION WITH RAKE ENDS OF ROOF SLOPES. VALLEY FLASHING TO HAVE RAISED RIDGE PROFILE TO PREVENT ROOF SHEET DRAINAGE FROM BACK WASHING UP UNDER ROOF SHINGLES AT OPPOSITE SIDE OF VALLEY. HORIZONTAL SIDING: HORIZONTAL WOOD SIDING TO BE SELECT CEDARMILL 8 ,V4" (7 EXPOSURE) BY JAMES HARDIE SIDING PRODUCTS OR APPROVED ALTERNATE. COLOR TO BE SELECTED BY OWNER INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. METAL SIDING: METAL SIDING SHALL BE CORRUGATED GALVANIZED PANELS APPLIED IN A SHINGLE STYLE OVERLAPPING EACH LOWER LEVEL PANEL WITH A BLACK PAINTED SPACER MOUNTED AT THE TOP EDGE OF THE PANEL BELOW, TO CREATE A SHADOW LINE AT EACH PANEL. COMER TRIM, FASCIA TRIM, DOOR WINDOW TRIM: AND SOFFITS TRIM SHALL BE HARDITRIM PLANKS OF SIZES INDICATED ON DRAWINGS AS MANUFACTURED BY JAMES HARDIE SIDING PRODUCTS OR APPROVED ALTERNATE. COLORS TO BE SELECTED BY OWNER INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SOFFIT SHALL BE HARD160FFIT PANELS, VENTED OR NON - VENTED AS APPROPRIATE FOR THE LOCATION, AS MANUFACTURED BY JAMES HARDIE 51DING PRODUCTS OR APPROVED ALTERNATE. COLOR TO BE SELECTED BY OWNER INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. MANUFACTURED STONE VENEER: MANUFACTURED STONE VENEER: SIZE, SHAPE, GRADE, COLOR, ETC, TO BE DETERMINED. APPLY OVER 151 MIN. ASPHALT IMPREGNATED BUILDING FELT, OR IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. MATERIAL IS TO BE CULTURED STONE BY OWEN'5 CORNING OR APPROVED ALTERNATE. SECURE ALL VERTICAL STONEWORK TO WALLS WITH APPROPRIATE METAL TIES. SEE STRUCTURAL DRAWINGS FOR APPROPRIATE LEDGERS, ETC. AS REQUIRED. PROVIDE MANUFACTURED STONE VENEER MOCK -UP FOR REVIEW AND APPROVAL BY ARCHITECT PRIOR TO INSTALLATION ALL MATERIAL AND WORKMANSHIP SHALL MEET OR EXCEED STANDARDS AND QUALITIES OF THAT TRADE. ALL MANUFACTURED STONE VENEER CAP5 TO BE OF SAME MATERIAL SLOPED TO SHED WATER- EXTEND MANUFACTURED STONE W BELOW GRADE. HARD HAT CAFE G E D C B A 1 I I I I HENRY'S FO1ZK PLAZA 859 S. YELLOWSTONE REXBURG, IDAHO DUBBE - MOULDER- ARCHITECTS, P.C. ARCHITECTURE - HISTORIC PRESERVATION ■ INTERIORS B.O. HEA 12, -1OY4' CORRi.lCa STEEL R I P.O. BOX 9227 ■ 1160 ALPINE LANE - SUITE 2A JACKSON HOLE, WYOMING 83002 RUGATED COR -TEN :L ROOFING P.O. BOX 169 - 37 NORTH FIRST FAST ■ SUITE I DRIGGS, IDAHO 83422 OWNERSHIP & USE OF DOCUMENTS DRAWINGS & SPECIFICATIONS, AS INSTRUMENT'S OF PROFESSIONAL SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY PROJECT OR PURPOSES WHATSOEVER, WITHOUT THE PRIOR SPECIFIC WRITTEN AUTHORIZATION OF DUBBE-MOULDER ARCHITECTS, P.C. Sheet Title: FASCIA 6:0- HE, STONE ti clowER T.O. STOI MANL FAt BASE Wi SEAM T - _ o HEADER 23j4 RUGATED GALVANIZED %L SIDING PANELS 0 EXTERIOR ELEVATIONS I REVISIONS I 1 1 Drawn By: J P Checked By: K.D. Date: MARCH 16, 2005 SOUTHEAST ELEVATION 3/16" = 1' - 0 " Scale: AS NOTED Project Number: Sheet Number. A3.2 0509 3' _4" ----------------------- - - - - -- --------------------------- - - - - -- - -h L--------------------------------------------------------------------------------------- - - - - -- - ------------------------ - - - - -- -- - - -- I I I F L----------------------------------------------------- - - - - -- ---------------------------------------------------IY------------- L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —.W — — — — — -1-- — — — — — — — — — — J BUILDING SECTION NOTES 1. ENGINEERED STEEL MEMBERS AND BAR JOISTS ARE SHOWN IN ARCHITECTURAL DRAWINGS FOR CONTEXT ONLY. REFER TO STRUCTURAL DRAWINGS FOR ASSEMBLY DETAILS AND OTHER CRITICAL INFORMATION. ANY SHOP DRAWINGS SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER AND ARCHITECTTO ENSURE CONFORMANCE WITH THESE DOCUMENTS. SECTION ASSEMBLIES _K:EY TYPICAL I ROOF ASC '0105 1-01, aollI B UILDING SECTION A -A 3/16" = 1' -0" T -V'a ` .Q.�E 6' -10Y4' •. are o 4AER TYPICAL FRAMED ROOF ASSEMBLY: CORRUGATED COR -TEN WEATHERING STEEL PANELS, OVER 30 MIN. ASPHALT IMPREGNATED BUILDING FELT, OVER SIPS ROOFING PANELS, OVER ENGINEERED STEEL BAR JOISTS, SEE STRUCTURAL DRAWINDS AND SPECIFICATIONS. PROVIDE FINISH ON INTERIOR FACE, SEE INTERIOR FINISH SCHEDULE. INSULATION PROVIDED IN CONJUNCTION WITH SIPS PANELS, SEE INSULATION SCHEDULE. TYPICAL SLAB ON GRADE ASSEMBLY: REINFORCED CONCRETE SLAB PREPARED TO RECEIVE CONCRETE STAIN FINISH„ OVER COMPACTED CRUSHED GRAVEL BASE, OVER COMPACTED EARTH. SEE STRUCTURAL DRAWINGS AND SPECIFICATIONS. PROVIDE FINISH, PER INTERIOR FIN15H SCHEDULE. TYPICAL MANUFACTURED STONE VENEER ASSEMBLY: MANUFACTURED STONE VENEER TIED TO PLYWOOD SHEATHING ON 2X6 WOOD STUD FRAMING WITH APPROPRIATE FASTENERS PER MANUFACTURER'S RECOMMENDATION AND Y2" MIN AIR SPACE, OVER 15" MIN ASPHALT IMPREGNATED BUILDING FELT, OVER AIR INFILTRATION BARRIER, OVER WALL FRAMING, SEE STRUCTURAL DRAWINGS AND SPECIFICATIONS. PROVIDE VAPOR BARRIER ON INSIDE FACE (WARM SIDE) OF FRAMED WALL. APPLY FINISH LAYER PER INTERIOR ROOM FINISH SCHEDULE. TYPICAL FOUNDATION WALL ASSEMBLY: APPLY ASPHALTIC M015TURE PROOFING EMUL51ON BELOW GRADE TO OUTSIDE FACE OF CONCRETE FOUNDATION WALL AND COVER FOUNDATION WALL TO FOOTING CONNECTION. APPLY PERIMETER RIGID INSULATION, AS PER INSULATION SCHEDULE, TO INSIDE (WARM SIDE) OF FOUNDATION STEM WALL. • 1 r R * ' HEApER X8'-2 e S.O HEAt Ems 58'-2 Y KN BUILDING SECTION B -B 3/16" = F -0" 'A_S BUILDING SECTION C -C 3/16" = 1' - 0 " • .,." , L K T H T E D G 6 A i WINDOW SCHEDULE WINDOW NUMBER WINDOW TYPE MANUFACTURER/ NUMBER ROUGH OPENING (W x H) TEMPERED GLASS EXTERIOR TRIM TYPE COMMENTS 101 A POZZI/ CPDH2424 2' -6" x 4' -9 1/4" 101 A POZZI/ COFRT 12080 102 A POZZI/ CPDH2424 2' -6" x 4'-91/4" COMMERCIAL GRADE ENTRY HARDWARE 102 A 103 D POZZI/ CA3030 -21 5' -O 1/2" X 2' -6 112" D FLUORESCENT 103 B TBD DINING 101 Y -0"x 8' -0 "x 13/4 ENTRY TO BE DETERMINED SOLID CORE DOOR W/ WINDOW 104 C TBD BANQUET 102 (2) 3' -O "x 1' -0 "x 13/4" PASSAGE T.B.D. 106 D POZZI/ CA3030 -21 5' -0 1/2" X 2' -6 1/2" KITCHEN 101 3' -O "x l' -0 "x 13/4 PASSAGE 101 A POZZI/ CPDH2424 2' -6" x 4'- T.B.D. CEILING MOUNTED J 108 A POZZI/ CPDH2424 2' -6" x 4'-91/4" D TBD KITCHEN 101 109 A POZZI/ CPDH2424 2' -6" x 4' -9 1/4" L MONO -POINT TO BE DETERMINED 110 A POZZI/ CPDH2424 2' -6" x 4'- W/ 3' -0" SS KICK PLATE, EACH SIDE 101 D 111 A POZZI/ CPDH2424 2' -6" x 4'- WOMEN'S TOILET ROOM SOLID CORE DOOR W/ WINDOW WC5 112 A POZZI/ CPDH2424 2' -6" x 4'- FF2 WC2 W/ 3' - 0" 55 KICK PLATE, EACH SIDE 113 A POZZI/ CPDH2424 2' -6" x 4' -9 1/4" 3' -0 "x 8' -0 "x 13/4" ENTRY WC5 114 A POZZI/ CPDH2424 2'4o" x 4' -9 1/4" KITCHEN 101 3' -0 "x 8' -0 "x 13/4" ENTRY 115 A POZZI/ CPDH2424 2' -6" x 4' -9 1/4" TBD OFFICE 108 3' -0 "x 1' -0 "x 13/4" 116 A POZZI/ CPD142424 T -6" x 4' -9 1/4" F TBD STORAGE 109 117 A POZZI/ CPDH2424 T -6" x 4' -9 1/4" 112 F TBD 118 A POZZI/ CPDH2424 2' -6" x 4' -9 1/4" FLUSH PANEL, SOLID CORE DOOR 113 F 119 A POZZI/ CPDH2424 2' -6" x 4' -9 1/4" WCl FLUSH PANEL, SOLID CORE DOOR 114 120 A POZZI/ CPDH2424 2' -6" x 4'- ENTRY SOLID CORE DOOR W/ WINDOW 121 A POZZI/ CPDH2424 2' -6" x 4'- Y -0 "x T -0 "x 13/4 PASSAGE FFI 122 A POZZI/ CPD142424 2' -6" x 4' -9 1/4" BANQUET 102 3' -0 "x 1' -O "x 13/4" PASSAGE 123 A POZZI/ CPD142424 2' -6" x 4' -9 1/4" TBD BATH 106 Y -0 "x 1' -0 "x 13/4" 124 A POZZI/ CPDH2424 2' -6" x 4' -9 1/4" F TBD BATH 105 125 A POZZI/ CPDH2424 2' -6" x 4' -9 1/4" 126 A POZZI/ CPDH2424 2' -6" x 4' -9 1/4" NOTES: - ALL EXTERIOR DOORS TO BE INSULATED AND WEATHER STRIPPED, INCLUDING SWEEP. - ALL EXTERIOR DOORS WITH GLASS PANELS TO HAVE LOW 'E' INSULATED DOUBLE PANE GLAZING. - ALL DOORS WITH GLASS PANELS TO HAVE TEMPERED GLASS- - ALL DOORS TO BE PRE -HUNG. - ALL DOOR JAMBS TO HAVE APPLIED STOPS_ - STORE DOORS FLAT. - DO NOT DELIVER DOORS UNTIL HUMIDITY HAS BEEN STABILIZED WITHIN THE BUILDING. - ALL DOORS MUST CARRY A MINIMUM 2 YEAR WARRANTY AGAINST DELAMINATION OF VENEERS, (IF APPLICABLE) WARPING TOLERANCE BEYOND THOSE SPECIFIED WITHIN THE TRADE. - CONTRACTOR TO VERIFY ALL HANDING. - ALL UNITS TO BE PROVIDED WITH NECESSARY JAMB EXTENSIONS. - ALL INTERIOR DOORS TO BE MANUFACTURED BY: 121 A POZZI/ CPDH2424 2' -6" x 4' -9 1/4" 128 A POZZI/ CPDH2424 2' -6" x 4' -9 1/4" 129 A POZZI/ CPDH2424 2' -6" x 4' -9 1/4" cv o 130 A POZZI/ CPDH2424 2' -6" x 4' -9 1/4" 131 A POZZI/ CPDH2424 2' -6" x 4' -9 1/4" - 132 A POZZI/ CPDH2424 2' -6" x 4' -9 1/4" 133 A POZZI/ CPDH2424 2' -6" x 4' -9 1/4" 134 A POZZI/ CPDH2424 2' - 6" x 4' - 9 1/4" _, cA 201 B POZZI/ CC 4242 3' -6 1/2" x 3' -6 1/2" 202 B POZZI/ CC 4242 3' -6 1/2" x 3' -6 1/2" 203 B POZZI/ CC 4242 Y - 6 1/2" x 3' - 1/2" 204 C CUSTOM VENT 3' -6 1/2" x 3' -6 1/2" LOUVERED VENT/ WITH INSECT SCREEN 205 C CUSTOM VENT 3' -6 I/2" x Y -6 1/2" LOUVERED VENT/ WITH INSECT SCREEN 206 C CUSTOM VENT 3' -6 112" x 3' -6 1/2" LOU V ERED VENT/ WITH INSECT SCREEN 201 B POZZI/ CC 4242 3' - 6 1/2" x 3' - 6 1/2" 208 B POZZI/ CC 4242 3' -6 1/2" x Y -6 1/2" 1 209 B POZZI/ CC 4242 3' -6 1/2" x 3' -6 1/2" 210 B POZZI/ CC 4242 3' -6 1/2" x 3' -6 1/2" 211 B POZZI/ CC 4242 Y -6 1/2" x V -6 1/2 212 B POZZI/ CC 4242 3' -6 1/2" x 3' -6 1/2" PLATE 0 213 B POZZI/ CC 4242 3' -6 1/2" x 3' -6 1/2" 214 B POZZI/ CC 4242 3' -6 1/2" x 3' -6 1/2" 215 B POZZI/ CC 4242 3' -6 1/2" x 3' -6 1/2" 216 B POZZI/ CC 4242 3' -6 1/2" x 3' -6 1/2" �� rn 211 B POZZI/ CC 4242 3' -6 1/2" x 3' -6 1/2" 0 FACE 218 B POZZI/ CC 4242 3' -6 1/2" x 3' -6 112" NOTES: - ALL OPERABLE UNITS TO BE SCREENED, SCREEN d FRAME COLOR TO BE DETERMINED BY ARCHITECT. - ALL WINDOW UNITS TO BE ALUMINUM CLAD. COLOR TO BE DETERMINED BY ARCHITECT. - ALL WINDOW HARDWARE FINISH TO BE DETERMINED BY ARCHITECT. - ALL WINDOW UNITS TO HAVE LOW 'E' INSULATED DOUBLE PANE GLAZING. - ALL MUNTIN BARS TO BE SIMULATED DIVIDED LIGHTS. INTERNAL DIVIDING BARS TO BE DARK BRONZE IN COLOR - WINDOW MANUFACTURER TO SUPPLY SHOP DRAWINGS TO THE CONTRACTOR AND ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. - ALL UNITS TO BE PROVIDED WITH JAMB EXTENSIONS. - REFER TO EXTERIOR ELEVATIONS FOR WINDOW OPERATING DIRECTION. INTERIOR ROOM FINISH KEY ELECTRICAL FIXTURE SCHEDULE DOOR SCHEDULE DECRIPTION DOOR NUMBER DOOR TYPE MANUFACTURER/ NUMBER LOCATION DOOR SIZE (WxHxT) HARDWARE TYPE EXTERIOR TRIM TYPE COMMENTS 101 A POZZI/ COFRT 12080 ENTRY 100 (2) 3' -0 "x 8' -0 "x 1 3/4" ENTRY T.B.U. COMMERCIAL GRADE ENTRY HARDWARE 102 A POZZI/ COFRT 12080 ENTRY 100 (2) 3' -0 "x 8' -O "x 1 3/4" PASSAGE D FLUORESCENT 103 B TBD DINING 101 Y -0"x 8' -0 "x 13/4 ENTRY TO BE DETERMINED SOLID CORE DOOR W/ WINDOW 104 C TBD BANQUET 102 (2) 3' -O "x 1' -0 "x 13/4" PASSAGE T.B.D. SOLID CORE DOOR W/ WINDOW 105 C TBD KITCHEN 101 3' -O "x l' -0 "x 13/4 PASSAGE H SOLID CORE DOOR W/ WINDOW TO BE DETERMINED I T.B.D. CEILING MOUNTED J WALL SCONCE TO BE DETERMINED W/ 3' -0" SS KICK PLATE, EACH SIDE 106 D TBD KITCHEN 101 3' -4 "x 1' -0 "x 13/4" PASSAGE T.B.D. SOLID CORE DOOR W/ WINDOW L MONO -POINT TO BE DETERMINED I T.B.D. CEILING MOUNTED WC2 W/ 3' -0" SS KICK PLATE, EACH SIDE 101 D TBD KITCHEN 101 3' -4 "x T -0 "x 13/4" PASSAGE WOMEN'S TOILET ROOM SOLID CORE DOOR W/ WINDOW WC5 WC5 WC5 WC5 FBI FF2 WC2 W/ 3' - 0" 55 KICK PLATE, EACH SIDE 108 E TBD DINING 101 3' -0 "x 8' -0 "x 13/4" ENTRY WC5 SOLID CORE DOOR W/ WINDOW 109 E TBD KITCHEN 101 3' -0 "x 8' -0 "x 13/4" ENTRY 5T2 SOLID CORE DOOR W/ WINDOW 110 F TBD OFFICE 108 3' -0 "x 1' -0 "x 13/4" PRIVACY FBl FLUSH PANEL, SOLID CORE DOOR III F TBD STORAGE 109 3' -0 "x l' -0 "x 13/4" PASSAGE 108 FLUSH PANEL, SOLID CORE DOOR 112 F TBD COLD STOR 110 3' -O "x 1' -0 "x 13/4 PASSAGE WTI FLUSH PANEL, SOLID CORE DOOR 113 F TBD MECH. III 3' -0 "x l' -0 "x 13/4 PRIVACY WCl FLUSH PANEL, SOLID CORE DOOR 114 B TBD VEST. 104 3' -0 "x 8' -0 "x 13/4 ENTRY SOLID CORE DOOR W/ WINDOW 115 B TBD HALL 103 Y -0 "x T -0 "x 13/4 PASSAGE FFI FLUSH PANEL, SOLID CORE DOOR 116 F TBD BANQUET 102 3' -0 "x 1' -O "x 13/4" PASSAGE WCl FLUSH PANEL, SOLID CORE DOOR Ill F TBD BATH 106 Y -0 "x 1' -0 "x 13/4" PASSAGE DTI FLUSH PANEL, SOLID CORE DOOR 118 F TBD BATH 105 3' -0 "x 1' -0 "x 13/4" PASSAGE FLUSH PANEL, SOLID CORE DOOR NOTES: - ALL EXTERIOR DOORS TO BE INSULATED AND WEATHER STRIPPED, INCLUDING SWEEP. - ALL EXTERIOR DOORS WITH GLASS PANELS TO HAVE LOW 'E' INSULATED DOUBLE PANE GLAZING. - ALL DOORS WITH GLASS PANELS TO HAVE TEMPERED GLASS- - ALL DOORS TO BE PRE -HUNG. - ALL DOOR JAMBS TO HAVE APPLIED STOPS_ - STORE DOORS FLAT. - DO NOT DELIVER DOORS UNTIL HUMIDITY HAS BEEN STABILIZED WITHIN THE BUILDING. - ALL DOORS MUST CARRY A MINIMUM 2 YEAR WARRANTY AGAINST DELAMINATION OF VENEERS, (IF APPLICABLE) WARPING TOLERANCE BEYOND THOSE SPECIFIED WITHIN THE TRADE. - CONTRACTOR TO VERIFY ALL HANDING. - ALL UNITS TO BE PROVIDED WITH NECESSARY JAMB EXTENSIONS. - ALL INTERIOR DOORS TO BE MANUFACTURED BY: INTERIOR ROOM FINISH KEY ELECTRICAL FIXTURE SCHEDULE FIXTURE LETTER DECRIPTION MANUFACTURER/ NUMBER LAMP COLOR COMMENTS A PREDANT TO BE DETERMINED I T.B.D. CEILING MOUNTED B DOWN LIGHT TO BE DETERMINED I T.B.U. CEILING MOUNTED C DOWN LIGHT TO BE DETERMINED I T.B.D. CEILING MOUNTED D FLUORESCENT TO BE DETERMINED 2 T.B.D. CEILING MOUNTED E FLUORESCENT TO BE DETERMINED 2 T.B.D. CEILING MOUNTED F WALL SCONCE TO BE DETERMINED I T.B.D. WALL MOUNTED G WALL SCONCE TO BE DETERMINED I T.B.D. WALL MOUNTED H PADDLE FAN TO BE DETERMINED I T.B.D. CEILING MOUNTED J WALL SCONCE TO BE DETERMINED I T.B.D. WALL MOUNTED K DOWN LIGHT TO BE DETERMINED I T.B.D. CEILING MOUNTED L MONO -POINT TO BE DETERMINED I T.B.D. CEILING MOUNTED WC2 FBl FFI WC3 - DTI NOTES: - ALL ELECTRICAL FIXTURES AND COLORS ARE TO BE VERIFIED WITH ARCHITECT. - PROVIDE ADEQUATE NUMBER OF 'FIXTURE LETTERIE' FIXTURES (BARE BULB) IN CRAWLSPACE. - LOCATE SWITCH TO CRAWLSPACE LIGHTS AT OPENING OF ALL CRAWLSPACE ACCESS LOCATIONS. - IN THE EVENT THAT ANY PRODUCTS SPECIFIED ARE NOT AVAILABLE OR HAVE BEEN DISCONTINUED, THE CONTRACTOR SHALL SUBMIT ALTERNATIVES TO THE ARCHITECT ALONG WITH PRICING FOR THEIR APPROVAL - CONTRACTOR TO PROVIDE ADEQUATE DRY STORAGE FOR ALL ACCESSORIES AND LEAVE WITHIN SHIPPING CONTAINERS UNTIL INSTALLATION TO AVOID DAMAGE. - CONTRACTOR TO PROVIDE ADEQUATE BLOCKING, BACKING, AND ROUGH -IN AS REQUIRED BY THE MANUFACTURER'S SPECIFICATIONS PRIOR TO THE INSTALLATION OF FINISH MATERIALS. - ALL RECCESSED FIXTURE HOUSINGS LOCATED IN AN INSULATED ROOF CAVITY SHALL BE A RATED, INSULATED FIXTURE DESIGNED FOR THAT APPLICATION. INTERIOR ROOM FINISH KEY TYPE CODE DESCRIPTION WALLS/ CEILINGS WCl 5/8" TYPE 'X' GYPSUM BOARD, TAPED JOINTS, LIGHT i ORANGE PEEL' PAINTED. WC2 5/6" TYPE 'X' G PSUM BOAR SMOOTH FIN., PA INTED. WC3 EXPOSED UNDEI� ZSURFACE OF SIPS PANEL PAINTED FLAT BLACK WC4 INSULATED CEILING PANELS BY REFRIGERATION SUPPLIER WC5 IMPERVIOUS, SANITARY SURFACE PANELING AT ALL TOILET ROOM WALLS AS REQUIRED BY CODE FROM FLOOR TO CEILING, VERIFY SPECS WITH OWNER SW NW FLOOR BASE F51 POURED CONCRETE SLAB, SMOOTH FINISH FOR STAIN, SCORED- SEE STRUCTURAL. 100 WC2 FLOOR FINISH FFI CONCRETE STAIN- SELECTED BY OWNER- FBI FFI FF2 VINYL TILES- SELECTED BY OWNER DTI BTI WINDOW TRIM WTI STAIN GRADE WOOD TRIM- 1x4 JAMBS 3 SILL APRON, Ix6 HEA WC2 WC2 WC2 DOOR TRIM DTI STAIN GRADE WOOD TRIM- 1x4 JAMBS, 1x6 HEAD. WC3 WTI PTl BASE TRIM BTI 1x6 WOOD TRIM- STAIN GRADE. COLOR/ SPECIES BY OWNER BT2 VINYL BASE- SELECTED BY OWNER WC2 WC2 INTERIOR ROOM FINISH SCHEDULE ROOM NAME ROOM NUMBER WALLS FLOORS CEILING FINISH WINDOW TRIM DOOR TRIM BASE TRIM COMMENTS NE SE SW NW BASE FINISH ENTRY 100 WC2 WC2 WG2 WC2 FBI FFI WC3 WTI DTI BTI DINING 101 WC2 WC2 WC2 WC2 FBI FFI WC3 WTI PTl BTI BANQUET ROOM 102 WC2 WC2 WC2 WC2 FBl FF2 WC3 WTI DTI BTl HALL 103 WC2 WC2 WC2 WC2 FBI FFI Li - DTI BTI VESTIBULE 104 WC2 WC2 WC2 WC2 FBl FFI WC3 - DTI BTI WOMEN'S TOILET ROOM 105 WC5 WC5 WC5 WC5 FBI FF2 WC2 - DTI 5T2 MEN'S TOILET ROOM 106 WC5 WC5 WC5 WC5 FBI FF2 WC2 - DTI 5T2 KITCHEN 101 WC2 WC2 WC2 WC2 FBl FFI WC3 - DTI 5T2 OFFICE 108 WC2 WC2 WC2 WC2 FBI FFI WCi WTI DTI BTI STORAGE 109 WCl WCl WCl WC FBI FFI WC - DTI BTI COLD STORAGE 110 - - - - FBI FFI WC4 - DTI - _ INSULATED REFRIG. PANELS MECHANICAL 111 WCl WCl WCI WCI FBI FFI WCl - DTI BTI WINDOW TYPES SCHEDULE TYPE TYPE TYPE TYPE A B C D INSULATION SCHEDULE FOUNDATION WALLS: 1, PROVIDE 2" RIGID INSULATION (R =10 + / -) FROM TOP OF FOOTING TO TOP OF PLATE. APPLY TO INSIDE FACE (WARM SIDE) OF FOUNDATION WITH CONSTRUCTION ADHESIVE. EXTERIOR WALLS: 6" FIBERGLASS BATT. INSULATION. SOUND WALLS: 1. PROVIDE FIBERGLASS BATT INSULATION AS SUPPLIED BY OWEN5- CORNING, OR APPROVED ALTERNATE. FILL ALL VOIDS BETWEEN STUDS FULL. 2. PROVIDE V' SOUND BOARD ON EACH SIDE OF STUDS AT SOUND WALLS (UNDER WALL FINISH). ROOF INSULATION - STRUCTURAL INSULATED PANELS (SIPS): 1. PROVIDE MINIMUMS" SIPS ROOF PANEL TO ACHIEVE MINIMUM R -45 RATING, NOTES: I. ALL FIBERGLASS BATT INSULATION SHALL FILL REQUIRED SPACE AND NOT BE CRUSHED. 2. PROviDE URETHANE FOAM INSULATION AROUND ALL WINDOW JAMB SHIM SPACES, VENT AND RISER STACKS, OR ANY OTHER PENETRATIONS OF THE EXTERIOR SKIN, FILLING ALL VOIDS COMPLETELY. 3. EXTRA CARE IS TO BE TAKEN TO INSURE THAT NO PUNCTURES, RIPS OR CUTS ARE MADE TO THE VAPOR BARRIER AND BUILDING WRAP. ALL SEAMS AND PENETRATIONS ARE TO BE TAPED. 4. NO INSULATION SHALL OBSTRUCT ATTIC VENTS OR COLD ROOF SPACES. RADON MITIGATION (IF REQUIRED BY THE CITY OF REXBURG, ID) GENERAL: ALL BUILDINGS USED FOR THE HOUSING OF PERSONS SHALL BE PROVIDED WITH BASIC RADON MITIGATORS. THESE MITIGATORS ARE BASIC IN NATURE AND MAY REQUIRE SUPPLEMENTAL EQUIPMENT SHOULD HIGH LEVELS OF RADON BE FOUND IN THE STRUCTURE. DOOR TYPES SCHEDULE TYPE TYPE TYPE TYPE TYPE TYPE B G D F TEMPERED GLASS " 1'-9" , E ti 1 -9 It 9 FIXED SIDE LIGHTS - ll>4" ._.. 1134 r- r-- / o� an cv o - - _, cA - N t / � SS KICK 1 PLATE 0 �� �� rn 0 FACE �� cn i 3' -O" 3' -0" 3' -4" 3' -0" 12' -5Y" RO. INSULATION SCHEDULE FOUNDATION WALLS: 1, PROVIDE 2" RIGID INSULATION (R =10 + / -) FROM TOP OF FOOTING TO TOP OF PLATE. APPLY TO INSIDE FACE (WARM SIDE) OF FOUNDATION WITH CONSTRUCTION ADHESIVE. EXTERIOR WALLS: 6" FIBERGLASS BATT. INSULATION. SOUND WALLS: 1. PROVIDE FIBERGLASS BATT INSULATION AS SUPPLIED BY OWEN5- CORNING, OR APPROVED ALTERNATE. FILL ALL VOIDS BETWEEN STUDS FULL. 2. PROVIDE V' SOUND BOARD ON EACH SIDE OF STUDS AT SOUND WALLS (UNDER WALL FINISH). ROOF INSULATION - STRUCTURAL INSULATED PANELS (SIPS): 1. PROVIDE MINIMUMS" SIPS ROOF PANEL TO ACHIEVE MINIMUM R -45 RATING, NOTES: I. ALL FIBERGLASS BATT INSULATION SHALL FILL REQUIRED SPACE AND NOT BE CRUSHED. 2. PROviDE URETHANE FOAM INSULATION AROUND ALL WINDOW JAMB SHIM SPACES, VENT AND RISER STACKS, OR ANY OTHER PENETRATIONS OF THE EXTERIOR SKIN, FILLING ALL VOIDS COMPLETELY. 3. EXTRA CARE IS TO BE TAKEN TO INSURE THAT NO PUNCTURES, RIPS OR CUTS ARE MADE TO THE VAPOR BARRIER AND BUILDING WRAP. ALL SEAMS AND PENETRATIONS ARE TO BE TAPED. 4. NO INSULATION SHALL OBSTRUCT ATTIC VENTS OR COLD ROOF SPACES. RADON MITIGATION (IF REQUIRED BY THE CITY OF REXBURG, ID) GENERAL: ALL BUILDINGS USED FOR THE HOUSING OF PERSONS SHALL BE PROVIDED WITH BASIC RADON MITIGATORS. THESE MITIGATORS ARE BASIC IN NATURE AND MAY REQUIRE SUPPLEMENTAL EQUIPMENT SHOULD HIGH LEVELS OF RADON BE FOUND IN THE STRUCTURE. PLUMBING FIXTURE SCHEDULE Q i " s'_2" I " lZ FIXTURE LOCATION ROOM DESCRIPTION MANUFACTURER/ FINISH COMMENTS NUMBER NUMBER NUMBER P -1 WOMEN 105 TANK TYPE WATER (3) GRANS HYMONT 31059 WHITE ELONGATED RIM SIPHON JET FLOOR MOUNTED TANK TYPE WATER CLOSET WITH CLOSET (HANDICAPPED) FLOAT VALVE, FLUSH VALVE, TRIP LEVER, BAGKFLOW PREYENTER, ANGLE SUPPLY, – – – _ BA -2 BOLT CAPS, WHITE PLASTIC SEAT. BA -1 P -2 WOMEN 105 WALL HUNG LAVATORY MANS( =IELp/ 3{5 WHITE ECONO -KIT •2003 WHITE (HANDICAPPED) 21" x 20" i I P -1 P -3 WOMEN !05 WALL HUNG LAVATORY MANSFIELD/ 2008 WHITE EGONO -KIT "2003 WHITE i (HANDICAPPED) 21" x 18 3/4" i I TP DISPENSER A -3 _ P -2 MEN 106 WALL HUNG LAVATORY MANSFIELD/ 315 WHITE ECONO -KIT "2003 WHITE 4- AT 19" AFF. (HANDICAPPED) 21" x 20" I P -3 MEN 106 WALL HUNG LAVATORY MANSFIELD/ 2008 WHITE ECONO -KIT "2003 WHITE ADA 1 (HANDICAPPED) 21" x 18 3/4" COMPLIANT I P -4 MEN 106 WALL HUNG URINAL CROMWELL 1391 WHITE GRAB BAR AT 36" AFF. 4n P -5 MEN 106 TANK TYPE WATER (2) GRAVE NYMONT 31059 WHITE ELONGATED RIM SIPHON JET FLOOR MOUNTED TANK TYPE WATER CLOSET WITH CLOSET (HANDICAPPED) FLOAT VALVE, FLUSH VALVE, TRIP LEVER, BACKFLOW PREYENTER, ANGLE SUPPLY, BOLT CAPS, WHITE PLASTIC SEAT, NOTES: - ALL APPLIANCES AND FINISHES ARE TO BE VERIFIED WITH ARCHITECT. - IN THE EVENT THAT ANY PRODUCTS SPECIFIED ARE NOT AVAILABLE OR HAVE BEEN DISCONTINUED, THE CONTRACTOR SHALL SUBMIT ALTERNATIVES FLOOR TO THE ARCHITECT ALONG WITH PRICING FOR THEIR APPROVAL. DRAIN m P -1 O - CONTRACTOR TO PROVIDE ADEQUATE DRY STORAGE FOR ALL APPLIANCES AND LEAVE WITHIN SHIPPING CONTAINERS UNTIL INSTALLATION To AVOID DAMAGE. - CONTRACTOR t0 PROVIDE ADEQUATE BLOCKING, BACKING, AND ROUGH -IN A5 REQUIRED BY THE MANUFACTURER'S SPECIFICATIONS PRIOR TO THE INSTALLATION OF FINISH MATERIALS. _ – BA -I cn PLUMBING FITTING SCHEDULE I FITTING LOCATION ROOM DESCRIPTION MANUFACTURER/ FINISH COMMENTS WOMEN _ NUMBER NUMBER NUMBER cn P -1 0 PF -I WOMEN 105 LAY. FAUCET CHICAGO NO. 185 - SWLESSSPTCP/ GNSJKCP POLISHED CHROME MOUNT AT LAVATORY P - I(d5 SUPPLY TRIM WITH HANDLES BA -I PF -2 WOMEN 105 LAY. FAUCET HIGAGO NO. 185 - SWLESSSPTCP/ GN2BJKGP POLISHED CHROME MOUNT A7 LAVATORY P -3 SUPPLY TRIM WITH HANDLES m PF -2 MEN i06 LAY. FAUCET C HI C AG O O. - PTCP/ CP POLISHED CHROME MOUNT AT LAVATORY P -2 ACCESSIBILITY I BA -4 SUPPLY TRIM WITH PLACARD tv 60" AFF. I P -2� HANDLES AD COMPLIANT PF -2 MEN f06 LAY. FAUCET HIGAGO NO. 185 - SWLESSSPTCP/ GN2BJKGP POLISHED CHROME MOUNT AT LAVATORY P -3 • LA ATORY 1 (34" AFF.) W/ SUPPLY TRIM WITH MI ROR ABOVE (40" i HANDLES F.) I DA COMPLIANT---- - - -- – - - -J _ SOAP DISPENSER (50" AFF.) NOTES: - ALL APPLIANCES AND FINISHES ARE TO BE VERIFIED WITH ARCHITECT, PAPER TOWEL - 1N THE EVENT THAT ANY PRODUCTS SPECIFIED ARE NOT AVAILABLE OR HAVE BEEN DISCONTINUED, THE CONTRACTOR SHALL SUBMIT ALTERNATIVES I DISPENSER TO THE ARCHITECT ALONG WITH PRICING FOR THEIR APPROVAL. � ,IS (48" AFF.) — – - CONTRACTOR TO PROVIDE ADEQUATE DRY STORAGE FOR ALL APPLIANCES AND LEAVE WITHIN SNIPPING CONTAINERS UNTIL INSTALLATION TO AVOID DAMAGE. � AND WASTE P -3 - CONTRACTOR TO PROVIDE ADEQUATE BLOCKING, BACKING, AND ROUGH - IN AS REQUIRED BY THE MANUFACTURER'S SPECIFICATIONS PRIOR TO THE RECEPTACLE 1 `- INSTALLATION OF FINISH MATERIALS. -- BA -1 BA - 6 -� BATHROOM ACCESSORIES SCHEDULE A -8 5A-3 - ACCESS. LOCATION ROOM DESCRIPTION MANUFACTURER/ FINISH MOUNTING COMMENTS NUMBER NUMBER NUMBER HEIGHT PAPER TOWEL P - 3 BA -1 WOMEN 105 l3) TOILET TISSUE DISPENSER BOBRfCK 8 -2888 SATIN 19 "AFF. DISPENSER 1 BA -2 WOMEN 105 GRAB BAR BOBRIGK B- 5806 -42 SATIN 36" AFF. / BA -3 WOMEN 105 GRAB BAR BOBRICK 8- 5806 -36 SATIN 36" AFF. I AND WASTE BA -4 WOMEN 105 MIRROR BOBRICK 8 -293 SATIN 40" AFF. RECEPTACLE BA -5 WOMEN 105 SOAP DISPENSER BOBRICK 8 -4112 SATIN 50" AFF. I A -1 ^� BA -6 WOMEN 105 MIRROR BOBRICK 8165 SATIN 40 "AFF. ADA COMPLIANT AP DISPENSER - - -- - - - - -- BA -1 WOMEN 105 TOWEL DISPJ WASTE RFC. BOBRfCK 8 -3942 SATIN 48" AFF. ( 0" AFF.) I I HARD HAT CAFE BA -8 MEN 106 TOWEL DISP.J WASTE REC. BOBRIGK 8 -3942 SATIN 48" AFF. ACCESSIBILITY I BA -9 MEN 106 MIRROR BOBRICK 8 -165 SATIN 40 "AFF. PLACARD 60" AFF. AD COMPIANT T' -2 i BA -10 MEN 106 SOAP DISPENSER BOBRICK 8 -4112 SATIN 50" AFF. BA -Il MEN 106 MIRROR BOBRIGK 8 -290, 2448 SATIN 40" AFF. . • • _ _ _SAY TORY I(34 ) W/ _ _ _ HENRY'S FORK PLAZA BA - 12 MEN 106 (3J TOILET TISSUE DISPENSER BOBRICK 82888 SATIN 19" AFF. AFF.) I I BA -13 MEN 106 GRAB BAR BOBRIGK- 5806 -36 SATIN 36" AFF. BA -14 _ MEN 106 GRAB BAR BOBRICK- 5806 -42 SATIN 36" AFF. - -- – 859 S. YELLOWSTONE I REXBURG, IDAHO NOTES: - ALL ACCESSORIES AND FINISHES ARE TO BE VERIFIED WITH ARCHITECT. - IN THE EVENT THAT ANY PRODUCTS SPECIFIED ARE N07 AVAILABLE OR HAVE BEEN DISCONTINUED, THE CONTRACTOR SHALL SUBMIT ALTERNATIVES FLOOR D UBBE - MOULDER ARCHITECTS , P.C. TO THE ARCHITECT ALONG WITH PRICING FOR THEIR APPROVAL. DRAIN _ ARCHITECTURE - HISTORIC PRESERVATION - INTERIORS - CONTRACTOR to PROVIDE ADEQUATE DRY STORAGE FOR ALL ACGESSORfES AND LEAVE WITHIN SHIPPING CONTAINERS UNTIL INSTALLATION TO AVOID DAMAGE. �n - CONTRACTOR 70 PROVIDE ADEQUATE BLOCKING, BACKING, AND ROUGH -IN AS REQUIRED BY THE MANUFACTURER'S SPECIFICATIONS PRIOR TO THE M EN � INSTALLATION OF FINISH MATERIALS. F - PROVIDE TOILET PARTITIONS AND RELATED CONSTRUCTION, FINISH TO BE BRUSHED STAINLESS STEEL, VERIFY SPECIFICATIONS WITH OWNER Im6 ' P.O. BOX 9227 ■ 1160 ALPINE LANE ■ SUITE 2A m - JACKSON HOLE, WYOMING 83002 BA -12 P.O. BOX 169 - 37 NORTH FIRST EAST - SUITE 1 I P - 5 DRIGGS , IDAHO 83422 OWNERSHIP & USE OF DOCUMENTS DRAWINGS & SPECIFICATIONS, AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY Y _ PROJECT OR PURPOSES WHATSOEVER, WITHOUT THE PRIOR SPECIFIC _ _ WRTITEN AUTHORIZATION OF DUBBE— MOULDER ARCIIITECTS, P.C. I Sheet Title: ADA COMPLIANT I TOILET ROOM ADA j BA -13 PLAN DETAIL - COMPLIANT GRAB BAR r AT 36" AFF. i REVISIONS TP DISPENSER i� P -5 – 1 I AT 19" AFF_ 2 BA -14 3 41, 4 5 6 Drawn By: RS Checked By: KD Date: Sheet Number: MARCH 16, 2005 Scale: 1 ADA COMPLIANT TOILET ROOM PLAN DETAIL AS NOTED A6 1 & 1/2" = 1' -0" Project Number: 0509 GENERAL 5TRUCTURAL NOTE5 GENERAL CONCRETE NoTE5: 30. REFER TO THE ARCHITECTURAL PLANS FOR SPECIFICATION OF ALL EXTERIOR FLAT WORK. 11 111' DYNAMIC STRUC Rr I. IN ALL CASES, "CONTRACTOR" SHALL REFER TO THE CONTRACTOR OR SUB - CONTRACTOR RESPONSIBLE FOR I. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. THE TRADE SPECIFICALLY REFERRED TO IN THE NOTES (i.e. STEEL, CONCRETE, MASONRY). THE NORT n2o WEST O,UT 846o4 87 CON SHALL MEET ALL NOTE REQUIREMENTS AND SHALL INCLUDE THE COSTS ASSOCIATED WITH 2. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE 2000 IBC, ACI 318 -02 AND LOCAL ORDINANCES. F001W DBIGN C RITEfRf A: (801)356-114o FAX (80 THESE REQUIREMENTS IN HIS /HER BID. THE GENERAL CONTRACTOR, OR CONSTRUCTION MANAGER, IS ULTIMATELY RESPONSIBLE FOR COMPLIANCE WITH ALL NOTE REQUIREMENTS. 3. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO PLACING CONCRETE. 31. SEE FOOTING SCHEDULE FOR FOOTING SIZES AND REINFORCING REQUIREMENTS. SNOW LOAD = 35 PSF SEISMIC DESIGN CATEGORY = D 2. THE CONTRACTOR SHALL PEI;Z-'ORM HIS /HER TRADE AND DUTIES IN A MANNER CONFORMING TO THE 4. CONTRACTOR SHALL COORDINATE WITH MECHANICAL, ELECTRICAL, AND ARCHITECTURAL PRIOR TO PLACING 32. FOOTINGS HAVE BEEN DESIGNED USING AN ALLOWABLE BEARING PRESSURE. A GEOTECHNICAL REPORT SEISMIC USE GROUP = I PROCEDURES AND REQUIREMENTS AS STATED IN THE 2000 INTERNATIONAL BUILDING CODE (IBC), AND /OR CONCRETE. PROVIDE SLEEVES, BLOCK OUTS, ETC_ AS REQUIRED. SHALL BE PROVIDED TO THE ENGINEER TO VERIFY PRESSURES USED FOR DESIGN. SEE STRUCTURAL 3 SECOND GUST WIND SPEED = 90 MPH LATEST CODE ADOPTED BY THE LOCAL BUILDING OFFICIAL, AND ALL LOCAL ORDINANCES. PLANS AND CALCULATIONS FOR ACTUAL BEARING PRESSURE USED. EXPOSURE = C 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER PLACEMENT OF ALL ANCHOR BOLTS, SEISMIC ALLOWABLE SOIL BEARING = 2000 PSF (ASSUMED) 3. THE GENERAL CONTRACTOR, OR PROJECT MANAGER, SHALL COORDINATE THE WORK PERFORMED BY ALL ANCHORS OR STRAPS, ETC- INSTALL PER MANUFACTURER'S SPECIFICATIONS. 33. ALL EXTERIOR FOOTINGS SHALL BEAR BELOW FROST DEPTH. CONTRACTOR TO VERIFY. SOIL SITE CLASS = D TRADES. 6. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL FORM WORK, POUR STOPS, ETC. REQUIRED TO 34. THE CONTRACTOR SHALL COORDINATE STEPS IN FOOTINGS WITH THE ARCHITECT, AND SHALL VERIFY WITH D Lo 4, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND /OR ARCHITECT OF ANY DISCREPANCIES, OMISSIONS OR CONSTRUCT ALL CONCRETE WORK. SUCH FORM WORK IS NOT NECESSARILY SHOWN ON THE STRUCTURAL THE ENGINEER CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND /OR THE SPECIFICATIONS PLANS OR DETAILS. THE CONTRACTOR SHALL SPECIFY ALL FORM WORK AND SHALL INCLUDE THE COST BEFORE PROCEEDING WITH ANY WORK INVOLVED. IN ALL CASES, UNLESS OTHERWISE DIRECTED, THE MOST FOR SUCH IN HIS/HER ORIGINAL BID, STRUCTAUL FI ROOF LIVE LOAD : 35 PSF STRINGENT REQUIREMENTS SHALL GOVERN AND BE PERFORMED. ROOF DEAD LOAD : 15 PSF 1. CONTRACTOR SHALL PROVIDE ALL SHORING AS REQUIRED. 35. SEE NOTE X16 UNDER GENERAL STRUCTURAL NOTES 5. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, SLOPES AND ELEVATIONS, ETC- AT THE JOB SITE AND SHALL COORDINATE THESE WITH THE ARCHITECT AND WITH ALL TRADES. CONSTRUCTION DRAWINGS 8. FOOTINGS, FOUNDATION AND SLABS ON GRADE SHALL BE CONSTRUCTED ON PROPERLY COMPACTED 36. STRUCTURAL FILL SHALL BE SPECIFIED AND APPROVED BY THE SOILS ENGINEER OF RECORD, BY WAY OF A l � DE51GN CODE: SHALL NOT BE SCALED FOR DIMENSIONS. NATURAL SOIL, OR ON STRUCTURAL FILL. GEOTECHNICAL REPORT, AS BEING APPROPRIATE FOR THE APPLICATION. STRUCTURAL FILL SHALL BE PROVIDED IN THE BUILDING PAD AND PAVEMENT AREAS. 2000 INTERNATIONAL BUILDING CODE (IBC) 6. VISITS TO THE JOB SITE BY REPRESENTATIVES OF THE ENGINEER DO NOT CONSTITUTE APPROVAL OF THE 9. A GEOTECHNICAL REPORT SHALL BE PROVIDED TO THE ENGINEER TO VERIFY ACTUAL SITE CONDITIONS. WORK PERFORMED BY THE CONTRACTOR OR HIS SUBCONTRACTORSi THEY ARE MERELY FOR THE PURPOSE 31. STRUCTURAL FILL SHOULD BE PLACED IN LOOSE LIFTS A MAXIMUM OF EIGHT INCHES (8 "). FILL SHALL HAVE OF OBSERVATION. 10. SEE FOUNDATION PLAN FOR ADDITIONAL NOTES AND REQUIREMENTS. A MOISTURE CONTENT WITHIN 2 % OF OPTIMUM AND SHALL BE COMPACTED TO AT LEAST 95 % MAXIMUM DENSITY (ASTM D 1551). 1. SHOP DRAWINGS FOR ANY FABRICATED COMPONENTS OR COMPONENTS DESIGNED -BY- MANUFACTURER CONCRETE AND REW- 01� SHALL BE APPROVED BY THE ENGINEER AND ARCHITECT PRIOR TO FABRICATION AND ERECTION. SHOP 38, FOOTINGS SHALL BE SUPPORTED ON UNDISTURBED NATIVE SOILS OR 24" MINIMUM OF PROPERLY PLACED DRAWINGS SHALL BE STAMPED BY A PROFESSIONAL ENGINEER REGISTERED IN THE SAME STATE AS THE 11. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS. FLAT SLABS, AND COMPACTED STRUCTURAL FILL. ALL STRUCTURAL FILL SHALL EXTEND 12" MIN. BEYOND EDGES OF PROJECT. FOUNDATION WALLS, AND CONCRETE RETAINING WALLS OVER 44" HIGH, SHALL HAVE A MINIMUM FOOTINGS. SEE SITE PLAN FOR ADDITIONAL FILL REQUIRED TO RAISE THE BUILDING PAD TO REQUIRED COMPRESSIVE STRENGTH OF 4,000 PSI. A COMPRESSIVE STRENGTH OF 2500 PSI HAS BEEN USED FOR ELEVATIONS. 8. THE CONTRACTOR SHALL VERIFY SIZES, LOCATIONS, LOADS, AND EQUIPMENT ANCHORAGE IN THE FIELD WITH CONCRETE DESIGN. THE EQUIPMENT MANUFACTURER (OR SUPPLIER) PRIOR TO FABRICATION OR INSTALLATION OF SUPPORTING 39. SLABS ON GRADE SHALL BE SUPPORTED ON UNDISTURBED NATIVE SOILS OR 12" MINIMUM OF PROPERLY STRUCTURES. 12. SEE PROJECT SPECIFICATIONS FOR CONCRETE DESIGN REQUIREMENTS. PLACED AND COMPACTED STRUCTURAL FILL. SLABS ON GRADE SHALL BE ALSO CONSTRUCTED OVER 4" FREE DRAINING BASE PLACED OVER THE STRUCTURAL FILL. 9. TEMPORARY SHORING (BRACING) SHALL BE PROVIDED WHERE NECESSARY. SHORING SHALL SUPPORT ALL 13. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO THE STANDARD SPECIFICATIONS LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED (i.e. WIND). SHORING SHALL REMAIN IN PLACE AS ASTM A615 GRADE 60. REINFORCING STEEL SHALL BE PROPERLY TIED INTO PLACE PRIOR TO PLACING LONG AS MAY BE REQUIRED FOR SAFETY OR UNTIL ALL THE STRUCTURAL ELEMENTS ARE COMPLETED. ALL CONCRETE. FIELD BENT DOWELS MAY BE GRADE 40. SHORING IS THE RESPONSIBILITY OF THE CONTRACTOR 14. ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH THE ACI DETAILING 10. DURING AND AFTER CONSTRUCTION, THE CONTRACTOR AND OWNER SHALL KEEP LOADS ON THE STRUCTURE MANUAL AND ACI STANDARDS (LATEST ADDITION). WITHIN THE LIMITS OF THE DESIGN LOADS FOR THE OCCUPANCY. SEE STRUCTURAL PLANS AND CALCULATIONS FOR STRUCTURAL DESIGN LOADINGS AND CRITERIA. 15. ALL SPLICES IN CONTINUOUS CONCRETE REINFORCING BARS SHALL LAP A MINIMUM OF 40 BAR DIAMETERS. ALL SPLICES SHALL BE MADE IN A COMPRESSION ZONE UNLESS NOTED. ALL CONTINUOUS REINFORCING II. ANY SPECIAL INSPECTION REQUIRED BY THE CONSTRUCTION DOCUMENTS, OR BY THE BUILDING OFFICIAL, OR BY THE IBC, IS THE RESPONSIBILITY OF THE CONTRACTOR. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY AND PROTECTION WITHIN AND ADJACENT TO THE JOB SITE. 13. SEE STRUCTURAL PLANS FOR ADDITIONAL STRUCTURAL NOTES AND REQUIREMENTS. 14. PRIOR APPROVAL, IN WRITING, FROM THE ENGINEER IS REQUIRED FOR ANY DEVIATION FROM THE STRUCTURAL SHALL TERMINATE WITH A W DEG. BEND OR WITH SEPARATE CORNER BARS. FOUNDATION uuau.S 16. SEE FOUNDATION WALL SCHEDULE, OR FOUNDATION PLAN, FOR SPECIFICATION OF FOUNDATION WALL REINFORCEMENT, SEE RETAINING WALL SCHEDULE, OR FOUNDATION PLAN, FOR SPECIFICATION OF RETAINING WALL REINFORCEMENT. 11. BRACE WALLS AS REQUIRED UNTIL FLOOR SLABS AND /OR FLOOR FRAMING ARE IN PLACE, AND UNTIL WALLS t �_ �Y \ `� PLANS AND /OR CONSTRUCTION DOCUMENTS. OPTIONAL MEMBER SIZES AND VARIATIONS IN THE FRAMING HAVE PROPERLY CURED. REQUIRE PRIOR APPROVAL OF THE ENGINEER, ARCHITECT AND OWNER. FAILURE TO FOLLOW PLANS AND CONSTRUCTION DOCUMENTS CONSTITUTES CHANGE IN PROJECT SCOPE. 18. FOUNDATION WALLS HAVE BEEN DESIGNED USING AN EQUIVALENT FLUID PRESSURE. A GEOTECHNICAL HARD HAT CAFE REPORT SHALL BE PROVIDED TO THE ENGINEER TO VERIFY PRESSURES USED FOR DESIGN. SEE 15, THE ENGINEER RESERVES THE RIGHT TO REQUEST REPLACEMENT OF ANY PORTION OF THE STRICTURE STRUCTURAL PLANS AND CALCULATIONS FOR ACTUAL FLUID PRESSURE USED. HENRYS FORK PLAZA DEVIATING FROM THE PLANS WHERE WRITTEN PRIOR APPROVAL HAS NOT BEEN OBTAINED AND WHERE INSPECTION BY THE ENGINEER PRIOR TO CONSTRUCTION OF THE CHANGED PORTION HAS NOT HAPPENED. 19. BACKFILL ADJACENT TO FOUNDATION WALLS OR IN LANDSCAPED AREAS SHALL BE PLACED IN LOOSE LIFTS A MAXIMUM OF EIGHT INCHES (8 "). FILL SHALL HAVE A MOISTURE CONTENT WITHIN 2 % OF OPTIMUM AND 859 S. YELLOWSTONE 16. ALL SITE WORK, GRADING, COMPACTION AND BACKFILL, ETC. SHALL BE DONE IN COMPLIANCE WITH A SHALL BE COMPACTED TO AT LEAST 90 % MAXIMUM DENSITY (ASTM D 1551). HEAVY EQUIPMENT SHALL NOT REXBURG, IDAHO GEOTECHNICAL REPORT SPECIFIC TO THE SITE. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO OBTAIN A GEOTECHNICAL REPORT, IF ONE HAS NOT ALREADY BEEN OBTAINED, AND SUBMIT A COPY TO THE BE USED TO BACKFILL WITHOUT PRIOR CONSENT OF THE ENGINEER DUBBE - MOULDER ARCHITECTS , P.C. ENGINEER FOR VERIFICATION. OTHERWISE CONTRACTOR MAY USE HIS BEST JUDGEMENT AND PREVIOUS 20. DRAINAGE SHALL BE PROVIDED BEHIND ALL FOUNDATION AND RETAINING WALLS. THE ARCHITECT SHALL ARCHITECTURE HISTORIC PRESERVATION •FURNITURE EXPERIENCE IN THE AREA, BUT WILL ASSUME LIABILITY ON HIMESELF, THAT ASSUMED SOIL PRESSURES EXIST SPECIFY DRAINAGE METHOD. ONSITE 21. CONSTRUCTION JOINTS (COLD JOINTS) IN WALLS SHALL BE WATERPROOFED TO PREVENT LEAKS. 22. WHERE WALLS OR FOOTINGS SUPPORT MASONRY, PROVIDE MATCHING DOWELS OF SAME SIZE AND SPACING AS VERTICAL WALL STEEL. P.O. BOX 9227 ■ 1160 ALPINE LANE ■ SUITE 2A JACKSON HOLE, WYOMING 83002 P.O. BOX 169 ■ 37 NORTH FIRST EAST ■ SUITE 1 23. WHERE WALLS SUPPORT WOOD FRAMING, PROVIDE 1/2" DIAMETER ANCHOR BOLTS 10" LONG AT 32" O.0 DRIGGS, IDAHO 83422 OWNERSHIP & USE OF DOCUMENTS UNLESS NOTED OTHERWISE ON THE FOUNDATION PLAN. ANCHOR BOLTS SHALL BE EMBEDDED A MINIMUM OF 7. ALL ANCHOR BOLTS SHALL HAVE 2 X 2 X 3/16 PLATE WASHERS. 24. THE CONTRACTOR SHALL COORDINATE STEPS IN WALLS WITH THE ARCHITECT, AND SHALL VERIFY WITH THE ENGINEER DRAWINGS & SPECIFICATIONS, AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY PROJECT AUTHO ZA WHATSOEVER, WITHOUT THE PRIOR SPECIFIC WRITTEN AUTHORIZATION OF DUBBE-- MOULDER ARCHITECTS, P.C. Sheet Title: SLABS GENERAL NOTE SHEET 25. ALL SLABS ON GRADE SHALL BE 5" THICK WITH FIBER -MESH REINFORCING. ENSURE PROPER SUBGRADE TREATMENT AND PROPER CURING TO LIMIT ANY CRACKING 26. RECESS FOUNDATION AND POUR SLABS THROUGH, TYPICAL AT ALL EXTERIOR DOORS AND STORE FRONT REVISIONS TYPE WINDOWS, SEE FOUNDATION DETAILS. 1 21. DEPRESS SLABS AS REQUIRED IN AREAS OF CERAMIC TILE, SPECIAL ENTRY MATS, HARDWOOD FLOORS, ETC. COORDINATE LOCATION AND DEPTH WITH THE ARCHITECT. 2 3 4 28. PROVIDE ISOLATION JOINTS AROUND COLUMNS /SPREAD FOOTINGS, AND CONTROL JOINTS AS REQUIRED, 5 PARTICULARLY WHERE SLABS TRANSITION IN SIZE. 6 Drawn By: JP/ MN Checked By: JDA 29. THE CONTRACTOR SHALL TAKE CARE THAT HEAVY EQUIPMENT, AND AREAS USED FOR STAGING, DOES NOT CRACK AND DAMAGE SLABS ON GRADE. DAMAGED SLABS SHALL BE REPAIRED OR REPLACED AT NO Date: Sheet Number: ADDITIONAL EXPENSE TO THE OWNER MARCH I I, 2005 Scale: AS SHOWN sool Project Number: p 05028 GENERAL WOOD FRAMING NOTE5 GENERAL 5TEEL NOTE5 VIEWER � ��) DYNAMIC STRU�.l URES I SEE GE S TR UC TURAL NOt 5 N A RE QUIR E MENTS. E FOR A D D ITIONAL L RE QUI RE I. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. 1887 NORTH 112o WEST PROVO, UTAH 84604 2. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE 2003 IBC, ND5, AND LOCAL ORDINANCES. 24. ALL VENEER SHALL BE ANCHORED AS PER THE 2003 IBC SECTION 14055. ALL TIES SHALL BE CORROSION 2. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE 2003 IBC, A15C, AND LOCAL ORDINANCES. PH: (8o1)356 -u4o FAx: (801)356 -000l RESISTANT. SHEET METAL TIES SHALL BE 003" THICK BY 3/4 ". WIRE TIES SHALL BE 0.148" IN DIAMETER (9 DIVISIONAL UtM GAGE). TIES MAY NOT SUPPORT MORE THAN 2 SQUARE FEET OF WALL AREA AND MAY NOT BE SPACED 3. ALL DIMENSIONS AND CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO FABRICATION AND MORE THAN 16" O.C. HORIZONTAL WALL TIES SHALL HAVE A LIP HOOK ON THE EXTENDED LEG THAT WILL ERECTION. 3. DIMENSIONAL LUMBER USED AS STRUCTURAL FRAMING (i.e. JOISTS, RAFTERS, HEADERS) SHALL BE DOUGLAS ENGAGE OR ENCLOSE A HORIZONTAL JOINT REINFORCEMENT WIRE. JOINT REINFORCEMENT SHALL BE FIR -LARCH NO.2 OR EQUAL. CONTINUOUS WITH BUTT SPLICES BETWEEN TIES PERMITTED. AS AN ALTERNATE TO APPROVED PAPER WITH 4. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. SLUSH FILL, AN AIR SPACE OF I" MIN. MAY BE MAINTAINED BETWEEN THE BACKING AND THE VENEER IN WHICH 4. DIMEN5IONAL LUMBER USED FOR STUD WALLS SHALL BE STUD GRADE UNLESS NOTED OTHERWISE. STUDS CASE SPOT BEDDING AT ALL TIES SHALL BE OF CEMENT MORTAR, 5. SEE ARCHITECTURAL SHEETS FOR DECK BEARING ELEVATIONS. STRUCTURAL STEEL DETAILER SHALL SHALL BE SPACED AT 16" O.C. MINIMUM, WITH A DOUBLE TOP PLATE. SPLICES IN THE DOUBLE TOP PLATE DETERMINE ALL BEARING PLATE ELEVATIONS FROM ARCHITECTURAL DECK ELEVATIONS SHALL ALTERNATE TOP AND BOTTOM. IN NO CASE SHALL 2 X 4" BEARING WALLS SUPPORT MORE THAN TWO 25. VENEER MAY BE APPLIED WITH I" MIN. GROUTED BACKING SPACE REINFORCED BY NOT LESS THAN 2" X 2" X FLOORS OF FRAMING IN ADDITION TO ROOF AND CEILING. 0.065" DIAMETER (16 GAGE) GALVANIZED WIRE MESH PLACED OVER WATERPROOF PAPER BACKING AND 6. SEE ARCHITECTURAL SHEETS FOR ADDITIONAL DIMENSIONS. ANCHORED DIRECTLY TO STUD CONSTRUCTION. THE GALVANIZED WIRE MESH SHALL BE ANCHORED TO WOOD 5. ROUGH CUT TIMBER USED AS STRUCTURAL FRAMING SHALL BE AS SPECIFIED IN THE CONSTRUCTION STUDS BY GALVANIZED STEEL WORE FURRIWG NAILS AT 4" O.C. OR BY BARBED GALVANIZED NAILS AT 6" 1. SEE ARCHITECTURAL FOR ACCE55 HATCHES, DRAFT STOPS, ETC. DOCUMENTS. O.C. WITH A 1.125" MIN. PENETRATION. THE GALVANIZED WIRE MESH MAY BE ATTACHED TO STEEL STUDS BY EQUIVALENT WIRE TIES. IF THIS METHOD 15 APPLIED OVER SOLID SHEATHING, THE MESH MUST BE FURRED 8. SUBMIT SHOP DRAWINGS OF ALL STRUCTURAL STEEL, STEEL JOISTS, STEEL DECKING MISCELLANEOUS STEEL Dofm LLIW FOR EMBEDMENT IN GROUT. THE WIRE MUST BE ATTACHED AT TOP AND BOTTOM WITH NOT LE55 THAN 8 TO ENGINEER FOR APPROVAL PRIOR TO FABRICATION. PENNY COMMON WIRE NAILS. THE GROUT FILL SHALL BE PLACED TO FILL THE SPACE INTIMATELY AROUND 6. GLU- LAMINATED BEAMS FOR SIMPLE 5PAN5 SHALL BE 24F -V4 DF/DF. GLU - LAMINATED BEAMS FOR THE MESH AND VENEER FACING. 9. SEE FRAMING PLANS FOR ADDITIONAL NOTES AND REQUIREMENTS. CONTINUOUS SPANS AND CANTILEVERS SHALL BE 24F -V8 DF/DF. DO NOT INSTALL GLU - LAMINATED BEAMS UPSIDE DOWN. 26. ALL BRICK LINTELS SHALL BE PROVIDED FOLLOWING THE SCHEDULE BELOW: STM JOISTS 1. LAMINATED VENEER LUMBER AND THE LIKE SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS ' UP TO 5' -O" IN LENGTH SHALL BE L 3 %" x 3 �/2" x �/4" 10. STEEL JOISTS ARE CALLED OUT AS VULCRAFT (A DIVISION OF NUCOR CORP.) PRODUCTS ARE SPECIFIED AND SPECIFICATIONS. FROM THEIR 2001 DESIGN MANUALS, EQUAL PRODUCTS FROM OTHER MANUFACTURERS, MEMBERS OF THE • 5' -0" IN LENGTH AND GREATER SHALL BE L 3 1 /1 " x 5" x 1 14" LAGGED WITH 11/2" DIA. BOLTS INTO THE STEEL DECK AND STEEL J015T INSTITUTE, WILL BE ACCEPTED WITH PRIOR APPROVAL. SUBMIT REQUEST TO 8. ENGINEERED LUMBER, WITH THE EXCEPTION OF GLU - LAMINATED LUMBER, SHALL NOT BE USED IN EXTERIOR SUPPORTING WOOD MEMBER AT 32" O.C. ENGINEER WITH DE51GN MANUALS PRIOR TO FABRICATION. APPLICATIONS. 11. J015T SPECIFICATION AND DETAILS TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE STEEL J015T 9. USE REDWOOD OR PRESSURE TREATED LUMBER FOR ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY INSTITUTE AND MANUFACTURER SPECIFICATIONS AND RECOMMENDATIONS. IN CONTACT WITH EARTH (i.e. MUD SILL). IN SOME SITUATIONS, 26 GAUGE GALVANIZED SHEET METAL MAY BE PROVIDED AS AN APPROVED M015TURE BARRIER. SEE ENGINEER FOR APPROVAL OF THI5 OPTION. 12. ALL JOISTS WITH SERIES DESIGNATION HAVE BEEN SELECTED TAKING INTO ACCOUNT ALL APPLIED LOADS. JOISTS WITH TOTAL LOAD /LIVE LOAD DESIGNATION ARE TO BE DESIGNED BY J015T SUPPLIER. JOISTS COW" STU 5 SHALL DESIGN JOISTS TO CARRY STANDARD DESIGN LOADS PLUS INDICATED SNOW DRIFTING AND OTHER LOADS AS INDICATED ON THE PLANS. 10. ALL COLUMNS SHALL EXTEND DOWN THROUGH THE STRUCTURE TO THE FOUNDATION. COLUMNS SHALL BE BRACED AT EACH FLOOR LEVEL. COLUMNS SHALL BE AS WIDE AND DEEP AS THE MEMBER THEY SUPPORT IN 13. JOISTS, BRIDGING, BRACING, ETC. SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND ORDER TO PROVIDE FULL BEARING. SPECIFICATIONS. Ii. STAND ALONE POSTS SHALL BE DOUGLAS FIR -LARCH NO. I OR EQUAL. STRJCRPAl- STM 12. ALL EXTERIOR WALLS SHALL BE 2 x 6 AT 16" O.C. 5'/y" STRUCTURALLY INSULATED PANELS 14. ALL STRUCTURAL STEEL SHALL BE GRADE 50 A992. ALL STRUCTURAL PLATES SHALL BE A36. F ROOF AW IALL SATHNS 15. ALL TUBULAR COLUMNS TO BE MANUFACTURED TO Fy = 46 K51 UNDER A5TM A500, GRADE B. 13. ROOF SHALL BE CONSTRUCTED w/ 8" THICK STRUCTURALLY INSULTED PANELS. SEE SUPPLIER FOR GENERAL 16. ALL PIPE COLUMNS TO BE MANUFACTURED TO Fy = 36 K51 UNDER ASTM A501 OR A53, TYPE S E OR S. ., CONSTRUCTION SPECIFICATIONS 11. ALL BOLTS FOR STEEL TO STEEL CONNECTIONS TO BE 3/4" DIA. MIN. A325 -N HIGH STRENGTH BOLTS, UNLESS $ 14. WALLS SHALL BE CONSTRUCTED WITH 5 1 /2" THICK STRUCTURALLY INSULATED PANELS. SEE SUPPLIER FOR NOTED OTHERWISE. BOLTS EMBEDDED IN CONCRETE OR MASONRY SHALL BE A301 UNLE55 NOTED i ,3 37 GENERAL CONSTRUCTION SPECIFICATIONS OTHERWISE. 1 0 V0 ST U„ Co"Cnas 18. ALL J015T WELDS TO BE E1024. ALL DECK WELDS TO BE E6022. ALL OTHER SPECIFIED WELDS t0 BE E1018. 0 . AD ALL WELDS SHALL BE BY A CERTIFIED WELDER. 15. THE CONTRACTOR 15 ULTIMATELY RESPONSIBLE TO PROVIDE ADEQUATE STRUCTURAL CONNECTIONS. CONNECTIONS MUST CARRY THE BEARING CAPACITY OF THE MEMBER AND ANY UPLIFT OR SEISMIC FORCES 19. ALL WELDS AND BOLTING TO MEET APPROVAL OF SPECIAL INSPECTOR AS REQUIRED BY BUILDING OFFICIAL. HARD HAT CAFE GENERATED IN THE MEMBER. SPECIAL CONSIDERATION SHALL BE GIVEN TO PREVENT CRUSHING OF THE MEMBER AT BEARING, SPLITTING AND /OR CRACKING OF THE WOOD, AND THE LIKE. 20. ALL STEEL SHALL BE PROPERLY PRIMED EXCEPT AREAS THAT REQUIRE FIELD WELDING (i.e. TOP OF BEAMS). HENRYS FORK PLAZA 16. THE CONTRACTOR SHALL STRICTLY ADHERE TO THE CONNECTION DETAILS SPECIFIED ON THE PLANS OR INCLUDED WITH THE CONSTRUCTION DOCUMENTS. PRIOR APPROVAL 15 REQUIRED FOR ANY DEVIATION FROM 21. ALL STEEL BEAMS USED AS GIRDERS SHALL HAVE WEB STIFFENERS EACH SIDE OF WEB AT BEARING ENDS THE CONSTRUCTION DOCUMENTS. AND AT CONCENTRATED LOADS. STIFFENER t0 BE SAME TPICKNE55 AS WEB OF BEAM - TYPICAL. STEEL 859 S. YELLOWSTONE BEAMS USED AS JOISTS DO NOT REQUIRE WEB STIFFENERS. REXBURG, IDAHO 11. SUBSTITUTION OF CONNECTIONS OTHER THAN TH05E SPECIFIED ON THE PLANS REQUIRES PRIOR APPROVAL. DUBBE - MOULDER ARCHITECTS P.C. THE ENGINEER 15 NOT RESPONSIBLE FOR CONNECTIONS NOT APPROVED PRIOR TO CONSTRUCTION OR 22. ANY BEARIWj PLATES NOT DETAILED SHALL BEt SAME THICKNESS AS FLANGE OF MEMBER, WIDTH SHALL BE , INSTALLATION. WIDTH OF MEMBER PLUS 4" AND DEPTH SHALL BE 6" MIN. BEARING PLATES TO HAVE (2) 3/4" DIA. NELSON ARCHITECTURE• HISTORIC PRESERVATION •FURNITURE STUDS MIN. �, 18. IF CONNECTION DETAILS, APPROVED BY THE ENGINEER, HAVE NOT BEEN PROVIDED IN THE CONSTRUCTION �- DOCUMENTS, IT 15 THE CONTRACTOR'S RESPONSIBILITY TO SPECIFY AND PROVIDE ALL STRUCTURAL 23. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL FOR ADDITIONAL STEEL MEMBERS (BRACKETS, ANGLES, lwp CONNECTIONS. IF OTHER THAN STANDARD CONNECTIONS ARE REQUIRED, SEE ENGINEER FOR ADDITIONAL ETC -) REQUIRED. P.O. BOX 9227.1160 ALPINE LANE • SUITE 2A ASSISTANCE. JACKSON HOLE, WYOMING 83002 24. STANDARD PENETRATIONS THROUGH STRUCTURAL MEMBERS FOR MECHANICAL, PLUMBING, ELECTRICAL 19. USE SIMPSOI CONNECTIONS OR EQUIVALENT. INSTALL PER MANUFACTURER'S SPECIFICATIONS. SYSTEMS, ETC. SHALL BE PROVIDED ON THE CENTER LINE OF THE MEMBER'S DEPTH AND WITHIN THE MIDDLE P.O. BOX 169 a 37 NORTH FIRST EAST ■ SUITE 1 ONE -THIRD OF THE SPAN. LARGER THAN STANDARD PENETRATIONS ARE NOT PERMITTED WITHOUT PRIOR DRIGG IDAHO 83422 20. SHOP DRAWINGS FOR ALL FABRICATED STEEL CONNECTIONS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL OWNERSHIP & USE OF DOCUMENTS APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE GENERAL STEEL NOTES. DRAWING E S PECIFICATI ONS, INSTRUMENTS OF PROFESSIONAL SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. 25. ANY MODIFICATION OF STRUCTURAL MEMBERS NOT SPECIFICALLY DETAILED ON THE STRUCTURAL PLANS 15 THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY 21. SEE GENERAL CONCRETE NOTES FOR SPECIFICATION OF ANCHOR BOLTS, ETC. IN NO CASE SHALL THE MUD NOT PERMITTED WITHOUT PRIOR APPROVAL. PROJECT OR PURPOSES WHA DUB R, WITHOUTTHE CHITS SPECIFIC WRITTEN AUTHORIZATION OF DUBBErMOULDER ARCHITECT P SILL BE NOTCHED FOR THE INSTALLATION OF PLATE WASHERS, OR FOR ANY OTHER REASON. Sheet Title: 26. ANY CONNECTIONS NOT DETAILED ON STRUCTURAL PLANS SHALL BE PROVIDED BY THE STEEL DETAILER 22. ALL STRUCTURAL MEMBERS SHALL HAVE 13/4" MINIMUM BEARING. SHOP DRAWING5 FOR ALL FABRICATED STEEL CONNECTIONS SHALL BE SUBMITTED FOR REVIEW AND GENERAL NOTE SHEET APPROVAL PRIOR TO FABRICATION AND INSTALLATION. 23. FOR ADDITIONAL NAILING PATTERN, SEE SCHEDULES IN THE INTERNATIONAL BUILDING CODE (IBC). REVISIONS 1 2 3 4 5 6 Drawn By: JP/ NIN Checked By: JDA Date: Sheet Number: MARCH 11, 2005 Scale: AS SHOD S002 Project Number: 05028 FOOLING SCHEDULE MARK WIDTH LENGTH DEPTH REINFORCING CROSS -WISE REINFORCING LEN6iN•WI5E No. I SIZE I LENGTH I SPACING I SIZE I LENGTH I SPACING Fl F2 F3 24" CONT. 12" 30" 30" 11" 54 54" 12" 1 0 4 CONT. EQUAL 3 0 4 24" EQUAL 5 0 4 48" EQUAL 1 0 4 CONT. EQUAL 3 0 4 24" EQUAL 5 0 4 48" EQUAL ASSUMED ALLOWABLE 501L BEARING PRESSURE = 2000 PSF (ASSUMED) MINIMUM COMPRESSIVE CONCRETE STRENGTH F'c = 3000 PSI ALL REINFORCING STEEL SHALL BE GRADE 60 AND BE PROPERLY TIED INTO PLACE PRIOR TO POUR ALL CONCRETE WORK MUST MEET THE REQUIREMENTS OF THE 2000 IBC, ACI 318 AND LOCAL ORDINANCES FOUNDATION 50HEDULE VERTICAL RE HORIZONTAL REINF MARK THICKNESS HEIGHT . REBAR SIZE SPACIi� REBAR SIZE SPACING REMARKS WI 8" 48" MAX. I - 0 4 1 18" O.C. �— PLACE (2) HORIZONTAL BARS a THE TOP OF WALL CONTINUOUS, TYPICAL. MINIMUM COMPRESSIVE STRENGTH F'c - SEE CONCRETE NOTES ON 50.1 REINFORCING STEEL - SEE CONCRETE NOTES ON 50.1 MTINC� *0 FMATION NOTES 1. PROVIDE CONTROL JOINTS AS PER 3/ 511 FOOTING AND FOUN DATION SCALE -3116" - 1' -0" 10" O :DIAPHRAGM EDGE NAILING. CONTRACTOR SHALL BRACE SEE FRAMING NOTES „ 11/2" I ►/2" COLUMN UNTIL ROOF STRUCTURE _ :SPEAR WALL EDGE NAILING. O (2) 5/8 DIA. ANCHORS 15 IN PLACE SEE SHEAR WALL PLAN. <2 ' < STRUCTURAL INSULATED PANEL WALL DYNAMIC STRUCTURES 3 /4” BASE IE 1 NORTH n2o WEST PROVO, UTAH 846o4 5n PH: {8oi)S56 u4o FAR (801)356 000i TUBE STEEL COLUMN 3" 3° BASE PLATE WITH ANCHOR 1/ 11 BOL TS SEE 5 CONIC. SLAB ON GRADE SILL PLACE 4 ANCHOR BOLTS WALL COLUMN E10XX TUBE STEEL COLUMN i I SEE CONIC. NOTES SEE 5HEARWALL PLAN 1 I/2" I/4° �, TYP. SEE FRAMING PLANS I 1 PLATE TO BE SET ON I" do MIN. NON- SHRINK GROUT 1 1/2" (4) 3 /4" DIA. ANCHORS I = - I" BASE PLATE 1 Z " TYP. /8 DIA. ANCHORS 1 1 ` ,� �,�` 1 , /i ✓/ , �� /� >� TUBE STEEL OR Ur- COLUMN 3 /4" BASE PLATE 5 BLOCK OUT STEM \ VIBE STEEL CO L UMN O E10XX " ,., FOR CONC. SLAB i'� �'!� /, ;, 5" E1 I/4 STANDARD COLUMN „ 0XX o_ CONC. STEM WALL I/4 CORNER WALL COLUMN SEE FOUNDATION PLAN \ ' n ' CONC. FOOTING ` 10" ANCHOR NOTE: FOUNDATION WALL SEE FOUNDATION PLAN 21/2" 11/1" -MIN. EMBEDMENT ON AN EXPN510N ANCHOR IS 4" SEE FOUNDATION PLAN -MIN. EMBEDMENT ON A STANDARD J -BOLT IS 1" PLAN VIEW (2) 5/8" DIA. ANCHORS ' 3/ BASE PLATE 21/2 5 " NOTE: — -- TUBE STEEL COLUMN COORDINATE EXACT POSITION NOTE: SEE 1/ 511 FOR BASE WITH ARCHITECTURAL DRAWINGS PLATE CONTRUCTION END WALL COLUMN E1 0XX I/4" CONSTRUCTION D C ONSTUCT ION D E TAIL C0N5TRUCTION D 1 4 , NO SCALE 2I2 NO SCALE SI2 NO SCALE 11/2" TYP. 11/2" TYP. SEE 11511 FOR SIZE TYPE OF 11/2" TYP. SEE 11512 FOR SIZE TYPE OF BASEPLATE AND BOLT CALLOUTS o o BASEPLATE AND BOLT CALLOUT5 0 0 11/2" TYP. .a r 1 WALL BEYOND 0 0 0 0 BASE PLATE WITH BASE PLATE WITH hi �^ CONC. SLAB ON GRADE. TOP VIEW ANCHOR BOLTS. PLATE TOP VIEW ANCHOR BOLTS. PLATE SEE CONCRETE NOTES a j FLATWORK BY OTHERS STEEL COLUMN, 5EE TO BE SET ON I" MIN. NON- TO BE SET ON I" MIN. NON - STEEL COLUMN, 5EE FRAMING PLANS FOR SIZES SHRINK GROUT SHRINK GROUT UT FRAMING PLANS FOR SIZES K ISOLATION JOINT, SEE 6/ 511 1 1 ISOLATION JOINT, SEE 6/ $11 I I I I THICKEN SLAB TO 6 AT OPENING AND , \; � 1 I POUR THROUGH . HARD HAT CAFE HENRYS FORK PLAZA 1" SAND ,,(7y - 211 SAND • . ti. w 3" COVER 859 S. YELLOWSTONE PLAN VIEW CONCRETE FOOTING, SEE PLAN VIEW CONCRETE FOOTING, SEE CONCRETE FOOTING, SEE REXBURG, IDAHO FOUNDATION PLAN. FOUNDATION PLAN. FOUNDATION PLAN DUBBE — MOULDER ARCHITECTS P.C. C0N5T Uli 110N R D ETA I L CONSTRUCTION DETAI CONSTf 2UCTf ON DETAIL , ARCHITECTURE ■ HISTORIC PRESERVATION •FURNITURE 5 2 511 NO SCALE SI2 NO SCALE 511 NO SCALE P.O. BOX 9227 • 1160 ALPINE LANE ■ SUITE 2A CONTROL JOINTS JACKSON HOLE, WYOMING 83002 CONCRETE FOOTING, SEE FOOTING AND FOUNDATION P.O. BOX 169 w 3 NORTH FIRST EAST ■SUITE 1 PLAN FOR SCHEDULE CHICKEN SLAB At JOINT DRIGGS IDAHO 83422 f OWNERSHIP & USE OF DOCUMENTS SEE FOUNDATION NOTES AND KEY WAY DRAWINGS & SPECIFICATIONS, AS INSTRUMENTS OF PROFESSIONAL ' 4 ° MIN. �1'P DETAILS FOR REINFORCING SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY / BASE E 4 COLUMN PROJECT OR PURPOSES WHATSOEVER, WITHOUT THE PRIOR SPECIFIC , \ WRITTEN AUTHORIZATION OF D MOULDER ARCHITECTS, P.C. SEE 1/511 \ Sheet Title: � O O FOOTING AND II , FOUNDATION DETAILS 4" GRANULAR BASE � 0 REVISIONS CONSTRUCTION JOINT I TOOLED OR SAW CUT JOINT 1 /4 DEPTH SEE FOUNDATION NOTES AND OF SLAB, SAW -CUT JOINT MUST BE 2 _ . DETAILS FOR REINFORCING MADE WITHIN 48 HRS. OF POUR 3 4 150LATION JOINT, 4" MIN - FROM EDGE OF BASE s 5 6 SEE NOTE BELOW PLATE TYPICAL 114N VI�IU ;- < < , , ,., PROVIDE CONTROL JOINTS ' , j�� ; �� �; / /�;;'���� j %; �� +; ,' B Y. JP/ MN Checked s Y: JDA Date Sheet Number APPROX.10'-0" EACH WAY ` %� %; j ii %' % /`;! /ice %\ NOTE: SEE CONCRETE NOTES FOR 4" GRANULAR BASE MARCH It 2005 WHERE CONTROL JOINTS ARE NOT USED IN ALL SUBGRADE TREATMENT CONTROL JOINT FOUR DIRECTIONS, USE CIRCULAR 150LATM JOINT. Scale: AS SHOWN S1 CONSTRUCT DETAI CONSTRUCT I ON DE Project Number: 6 3 512 NO SCALE 512 NO SCALE 05028 nrr t^ ". it A I r1- rte. ROOF ENTRY FRAMING PLAN DYNMIC STRUCTURES 1887 NORTH u2o WEST PROVO, UTAH 846o4 PH: (8o1) 356 -u4o FAR (801) 356 -0001 • 859 S. YELLOWSTONE REXBURG, IDAHO DUBBE — MOULDER ARCHITECTS , P.C. ARCHITECTURE ■ HISTORIC PRESERVATION •FURNITURE r i P.O. BOX 9227 ■ 1160 ALPINE LANE • SUITE 2A JACKSON HOLE, WYOMING 83002 ROOF IWG NOTES I. FRAME LOWER ROOF w/ 18K (220/ AT 44" 2. FRAME HIGHER ROOF w/ ICK (220/140) AT 44" 3. COVER ROOF w/ 8" STRUCTURAL INSULATED PANELS P.O. BOX 169 • 37 NORTH FIRST EAST • SUITE 1 DRIGGS, IDAHO 83422 OWNERSHIP & USE OF DOCUMENTS DRAWINGS & SPECIFICATIONS, AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY PROJECT OR PURPOSES WHATSOEVER, WITHOUT THE PRIOR SPECIFIC WRITTEN AUTHORIZATION OF DUBBE— MOULDER ARCHITECTS, P.C. Sheet Title: ROOF FRAMING PLAN ROOF FRAMING PLAN I REVISIONS I 0 Drawn By: JP/ MN I Checked By: JDA Date: MARCH I I, 2005 Sheet Number: Scale I 52.1 AS SHOWN Project Number: 05028 SHEAR WALL 5CHEDULE MARK SHEATHING REQUIRED SHEAR CAPACITY 0 5 1 /2" STRUCTURAL 200 PLF (MIN) INSULATED PANEL :1 NOTES: I. SEE GENERAL NOTES. (SHEET SOD 2. PLYWOOD AND ORIENTED STRAND BOARD ARE ACCEPTED AS EQUALS. 3. ALL PANEL EDGES AT SHEAR WALLS SHALL BE BACKED WITH 2" NOMINAL FRAMING, EXCEPT WHERE INDICATED TO BE 3" NOMINAL ON SCHEDULE. 3x MATERIAL MAY BE REPLACED WITH 4x MATERIAL. MULTIPLE LAYERS OF 2x FRAMING SHALL NOT BE USED WHERE 3x FRAMING IS INDICATED. 4. ALL ANCHOR BOLTS TO HAVE A 2'V "x3/16" PLATE WASHER (SEE SEE SCHEDULE ABOVE FOR SPACING) 5. ALL FRAMING SHALL BE DOUGLAS -FIR NO. 2. 6. SHEAR WALL PANELS INDICATED ON SCHEDULE ARE TO BE SHEATHED FOR FULL HEIGHT OF THE WALL. 1. SEE HOLDOWN SCHEDULE AND PLAN FOR LOCATION AND SIZE. is L* - - N 0 -11 1 859 S. YELLOWSTONE REXBURG, IDAHO DUBBE — MOULDER ARCHITECTS , P.C. ARCHITECTURE ■ HISTORIC PRESERVATION •FURNITURE P.O. BOX 9227 a 1160 ALPINE LANE • SUITE 2A JACKSON HOLE, WYOMING 83002 P.O. BOX 169 • 37 NORTH FIRST EAST ■ SUITE 1 DRIGGS, IDAHO 83422 OWNERSHIP & USE OF DOCUMENTS DRAWINGS & SPECIFICATIONS, AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THESE DOCUMEtM ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY PROJECT OR PURPOSES WHATSOEVER, WITHOUT THE PRIOR SPECIFIC WRITTEN AUTHORIZATION OF DUBBErMOULDER ARCHITECTS, P.C. Sheet Title: W 5HEAWALL PLAN REVISIONS 1 2 3 4 5 6 Drawn B JP/ MN Checked By: JDA Date: Sheet Number. MARCH I I, 2005 scale: AS SHOWN I S3.1 Project Number. 05028 STEEL BEAM IN FRONT SEE FRAMING PLAN , I DYNAMIC STRUCTURES I 1887 NORTH 112o WEST PROVO, UTAH 84604 1112 3 / / PH: (801) 356 -u4o FAR (801) 356 -0001 C:� 2 51P PANEL SCREW AT 54.1 a 8" O.C. INTO BLOCKING WEB STIFFENERS EACH SIDE O 8" SIP ROOF PANELS SAME THICKNESSA WEB OFBEAM I __- ____ .. .. WEB 5TIFFENER5 EACH SIDE STRUCTURAL N T SEE NOTES — _ — — _ _ _ , SAME THIME55 AS WEB OF BEAM I i TUBE STEEL COLUMN i STEEL BEAM 2x TOP PLATE ATTACHED TO BAR JOIST IN SHOP BEARING PLATE: SEE FRAMING PLAN I SEE FRAMING PLAN 3 l2) �a A325 BOLTS STEEL BEAM (2) 3 /4" DIA. A325 BOLTS WIDTH = WIDTH OF BEAM FLANGES OR COLUMN SEE FRAMING PLANS THICKNESS : THICKNESS OF BEAM FLANGES i 14„ 3 SHEAR TAB w/ /4 , DIA SLOP BE ARING PLATE LENGTH =WIDTH OF COLUMN +6 �� (TYP) THROUGH BOLTS AT 3" AS REQUIRED I i „ O.C. FULL HEIGHT OF WEB SECTION % STEEL BAR J015T C� --- STEEL COLUMN I 3x BLOCKING SEE FRAMING PLANS SEE FRAMING PLAN I i BEARING PLATE BETWEEN JOISTS ''� ' SIMPSON A34 EVERY BLOCK I NOTE: _ I WIDTH : WIDTH OF BEAM FLAKES OR COLUMN 5 1 1/2" STRUCTURAL` TUBE STEEL COLUMN I I _ DETAIL SHOWS ALL I THICKNESS : THICNESS OF BEAM FLANGES SEE FRAMING PLAN _ J POSSIBLE CONNECTIONS LENGTH : WIDTH OF COLUMN + 6" (TYP) INSULATED PANEL WALL u SEE FRAMING PLAN FOR r " ACTUAL CONDITIONS CONSTRUCTION DETAIL CONSTRUCTION DETAIL CONSTRUCTION DETAIL CONSTRICTION DETAIL 10 4 �41NO SCALE 54.1 NO SCALE 54.1 NO SCALE 54.1 NO SCALE O : DIAPHRAGM EDGE NAILING. SEE FRAMING NOTES _ SHEAR WALL EDGE NAILING. O SEE SHEAR WALL PLAN. WEB STIFFENERS EACH SIDE '/a PLATE TO 5 1 /2" STRUCTURAL SAME THICKNESS A WEB OF BEAM I / " COLUMN INSULATED PANEL WALL -- -- - - - - -- SIP PANEL SCREW INTO PLATE TERMINATE COLUMN 3" 1 �/2" STEEL BEAM SEE FRAMING PLAN Sd NAILS AT 6" O.C. t0 ATTACH SIP TO BOTTOM PLATE 2x BOTTOM PLATE w/ 16d NAILS 8" SIP ROOF PANELS SEE STRUCTURAL NOTES 51P PANEL SCREW At WHERE REQUIRED I ,, r At 6" O.C. INTO 51P END BLOCK 8" D.C. INTO BLOCKING FLASHING BY ARCHITECT 3,a.. DIA. A325 BOLTS At 3" O.C. I' T'A'P. -- -- - - - - -- FULL HEIGHT OF WEB 8" 51P ROOF , SEE STRUCTURAL 1 ; I (2) 3/4 DIA. A325 BOLTS I BEARING PLATE: NOTES ' �� 2x TOP PLATE ATTACHED SIMPSON A34 CLIP of 0 I WIDTH : WIDTH OF BEAM FLANGES OR COLUMN j TO BAR J015T IN SHOP EACH BLOCK I THICKNESS : THICKNESS OF BEAM FLANGES �� l LENGTH : WIDTH OF COLUMN +6" (TYP) 2 1 /2" ' /a" SINGLE PLATE SHEAR TAB 11 4 " BENT PLATE BLOCKING — --- — — WIDE FLANGE COLUMN END VIEW OF HARD HAT CAFE SEE FRAMING PLAN 3x BLOCKING STEEL BAR JOIST BETWEEN JOISTS (4) 10 x 2" SCREWS I I INTO TOP PLATE HENRYS FORK PLAZA TU BE STEEL COLU I i SEE FRAMING PLAN I STEEL BEAM 859 S. YELLOWSTONE STEEL JOIST SEE FRAMING PLAN REXBURG, IDAHO SEE FRAMING PLAN DUBBE — MOULDER ARCHITECTS P.C. CONSTRUCTION DETAIL CONSTRUCTION DETAIL CONSTRUCTION D�T�4I� CONSTRUCTION D�T�4I� , ARCHITECTURE • HISTORIC PRESERVATION ■FURNITURE $ 2 54.1 NO SCALE 54.1 NO SCALE 54.1 NO SCALE 54.1 NO SCALE P.O. BOX 9227 • 1160 ALPINE LANE ■ SUITE 2A JACKSON HOLE, WYOMING 83002 BEND AND NAIL SIMPSON P.O. BOX 169 v 37N ORTH • SUITE 1 LCE 4 AT RIDGE AS SHOWN , O 834EAST /� �a� " � PLATE TO � STEEL JOIST, SEE 8 �� 51P ROOF PANELS OWNERSHIP &USE OF DOCUMENTS , COLUMN FRAMING PLAN SEE STRUCTURAL NOTES DRAWINGS ICE S AND SHALL REMAIN THE PROPERTY PROPERTY OF THE AR THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY PROJECT OR PURPOSES WHATSOEVER, WITHOUT THE PRIOR SPECIFIC OF DUBBE— MOULDER ARCHITECTS, P.C. WRITTEN AUTHORIZATION 3 „ II TERMINATE COLUMN I i n i STEEL BEAM 3 1 SEE FRAMING PLAN ` 1/8" 2" E10XX I/8" STEEL JOISTS SEE Sheet Title: I/4 �� pi SHEAR TAP wl 3 ia" DIA WHERE REQUIRED II , „ I i2 �. �' _ MIIG PLAN ROOF FRAMING DETAILS 114-1 THROUGH BOLTS AT 3 "O.C. — i I— — I ;�2 " \.. FULL HEIGHT OF WEB 3 /4 " DIA. A325 BOLTS AT 3 O.C. I O 3" TYP. SLOPE J015T SHOE TO 51T FLUSH _ FULL HEIGHT OF WEB O ON GIRDER OR PROVIDE SHIMS 3 II SHIM OPTION: 1/2 DIA COLD ;� REVISIONS ROLLED STEEL PIPE. IL -, 3 2 ��2 �� ��a" SINGLE PLATE SHEAR TAB .. ` PROVIDE 2 112" ` MIN. BEARING, TYP, 2x TO P PLATE ATT 4 STEEL BEAM I I WIDE FLANGE COLUMN TO BAR J015T IN SHOP 5 T5 COLUMN SEE FRAMING PLANS SEE FRAMING PLANS SEE FRAMING PLAN �. 6 Drawn By: JP/ NIN Checked By: JDA SEE 11/ 54.1 FOR 2 " CONNECTION DETAIL I I 08 I /8" TYP• STEEL BEAM, SEE Date: Sheet Number: FRAMING PLAN STEEL BEAM, SEE MARCH I I ZOOS FRAMING PLAN � Scale: AS SHOWN S41 CONSTRUCTION DETAIL CONSTRUCTION DETAIL CONSTRUCTION DETAIL CONSTRUCTION DETAIL • Project Number: 12 9 6 3 54.1 No SCALE 541 NO SCALE 54.1 NO SCALE 54.1 NO SCALE 05028 ATTACHED SLOPED BEAM SIM 12/ 54J SLOPED STEEL BEAM SEE FRAMING PLANS •riTTr :(2l�jit�rT-7�7'a2! a WEB STIFFENERS EACH SIDE SAME THICKNESS A WEB OF BEAM I (2) 3 /4" DIA. A325 BOLTS I I I I I TUBE STEEL COLUMN SEE FRAMING PLAN BEARING PLATE: WIDTH : WIDTH OF BEAM FLANGES OR COLUMN THICKNESS : THICKNESS OF BEAM FLANGES LENGTH : WIDTH OF COLUMN 4" (TYP) CONSiRUCiION DETAIL NO SCALE coNSTRLIcnoN DETAIL NO SCALE TYPE STEEL COLUMN SEE FRAMING PLANS E1018 TYP. I/4 (4) 3/4 DIAL A325 -N BOLTS 0 , STEEL BEAM, SEE —' FRAMING PLANS WEB STIFFENER EACH SIDE OF BEAM CON5 Lam— ;LINS RAMI G PLANS BEARING PLATE: WIDTH : WIDTH OF BEAM FLANGES OR COLUMN THICKNESS : THICKNESS OF BEAM FLANGES I 1/2 LENGTH : WIDTH OF COLUMN 46" (TYP) HENRYS FORK PLAZA 859 S. YELLOWSTONE REXBURG, IDAHO TcrNIJUICTION DETAIL NO SCALE C FURL INS SEE FRA* STEEL BEAM SEE FRAMING PLAN CONSTRUCTION DETAIL )K SHIM NO SCALE DUBBE — MOULDER ARCHITECTS , P.C. ARCHITECTURE ■ HISTORIC PRESERVATION ■FURNITURE P.O. BOX 9227 • 1160 ALPINE LANE ■ SUITE 2A JACKSON HOLE, WYOMING 83002 P.O. BOX 169 • 37 NORTH FIRST EAST • SUITE 1 DRIGGS, IDAHO 83422 OWNERSHIP & USE OF DOCUMENTS DRAWINGS &t SPECIFICATIONS, AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY PROJECT OR PURPOSES WHATSOEVER, WITHOUT THE PRIOR SPECIFIC WRITTEN AUTHORIZATION OF DUBBE— MOULDER ARCHITECTS, P.C. Sheet Title: ROOF FRAMING DETAILS REVISIONS 1 2 3 4 5 6 Drawn By: JP/ MN Checked By: JDA Date: Sheet Number: MARCH I I, 2005 Scale: AS SHOWN S44,2 Project Number. 05028 '4 i I mUd W! `4 W I M THROUGH BOLTS AT 3 O.C. SEE FRAMING PLANS LL - - - - - - - I i I L L L L I I EXIT I -------- - - - - -- ( K I \ 6 30n �... 0 30" rid - - - - - - - - - - - - - - - - - - - - - - - - - - - -/ I ! I / I I EXIT i �_ / I I1*,,AI A I I A f A I I ( A I I A I A I I! A ! ! Z__ XIH i �' ! " I I I Hi I\ I A I I A I I A I I I I A I I A I I A �A ! I J- --- --------- - - --- - I -------------- - - - --- A I I 6A I I I A I I A A A � L ----------------- - - - -- \ I I I I I ( I /� - �- - -�- --- - - - - V 1H4 - - I I I I HI I /! H ------------ - - - - -- i - �- - �- �-- -�- - I /--------- - - - - -- __- _ �_ _ -- Wp 6A ��A WA A DGWP GFI ( ill SEE 2/ U1.I FOR 5m1L MECHA CAL EQUIPMENT, f - _ _ _ - - - - - - LIGHTING LAYOUT VENT D AND LIGHTING - = CLERESTORY ABOVE ® GRILBY OTHERS m w x a I ------ - -- -- -- - - - -- -- ----- - - - - -- -- - - - - -- - -- I I - - -- - - - - - -- -___ _ - - - -- �� - - - - -- --- - - - - -- -- - - - - -- - - - -- ------------------- --------- �.------------ - - - - -- I I \ 6 A A 1 B I VERIFY ALL MECHANICAL, ! I H 1 H GFFI I ELECTRICAL, AND PLUMBING I I REQUIREMENTS IN KITCHEN I WITH O WNER ------- - - - - -- ------ - - - - -- - - - -- i A Wp ( I I \ I I 6A / I { ` I / A I I/\ A GFl FAX 10 B GF' I 1 I I a_ I I i F 6 _ A --._ __6A A A � '�-I � I "\ i I I I a GFI ' r I I I I EXIT ` LAT CEILING -0 AFF. i E I I I I ► I 7 F D D FA EXIT C wP / GFI \ - ---- . ._._--------------------- - - - - -- - -� GENERAL PLUMBING NOTES UTILITY LOCATION PLAN 3/16" = 1' - 0 " GENERAL MECHANICAL NOTES I. CONTRACTOR TO PROVIDE ADEQUATE DUCTING FOR AIR MOVEMENT FOR ALL EXHAUST FAN UNITS FOR GAS APPLIANCES. 2. CONTRACTOR TO VERIFY ALL MECHANICAL EQUIPMENT LOCATIONS WITH OWNER 3. CONTRACTOR TO VERIFY ALL EXHAUST FAN EXITING FROM BUILDING ENVELOPE. 4. CONTRACTOR TO COORDINATE ALL POWER AND LIGHTING SERVICE REQUIREMENTS FOR MECHANICAL EQUIPMENT WITH THE OTHER RESPECTIVE TRADES. 5. CONTRACTOR TO INSURE ALL MECHANICAL SYSTEMS INSTALLATIONS CONFORM TO ALL CURRENT AND APPLICABLE UNIFORM MECHANICAL CODE REQUIREMENTS AS WELL S THOSE PRESCRIBED BY CITY OF REXBURG, MADISON COUNTY AND STATE OF IDAHO BUILDING DEPARTMENTS. 6. CONTRACTOR TO PROVIDE DESIGN OF ALL MECHANICAL SERVICES AND DUCTING IN ACCORDANCE WITH APPLICABLE CODES. CONSULTATION WITH A MECHANICAL ENGINEER IS ENCOURAGED. 1. CONTRACTOR TO PROVIDE ADEQUATE SIZING OF ALL ELECTRIC BASEBOARDS, GAS FIREPLACES, CEILING HEATING UNITS, TOW KICK HEATERS, ETC. 8. ALL SYSTEMS SWITCHING AND OPERATIONS TO BE VERIFIED OR DETERMINED WITH OWNER 9. CONTRACTOR TO VERIFY WITH OWNER ALL MECHANICAL FIXTURES AND FITTINGS IN TERMS OF MAKE, MODEL, AND FUNCTION. 10, CONTRACTOR TO VERIFY ALL VENTING OF GAS APPLIANCES ARE IN ACCORDANCE WITH STATE AND LOCAL CODES. 11. PROVIDE SMOKE AND FIRE DETECTORS AS REQUIRED BY CODE, 12. VERIFY ALL TELECOMMUNICATIONS AND NETWORKING REQUIREMENTS WITH OWNER $ SINGLE POLE SWITCH, MOUNTED 48" AFF. TO (P OF BOX. $ THREE WAY SWITCH, MOUNTED 48" AFF. TO it, OF BOX. $ FOUR WAY SWITCH, MOUNTED 48" AFF. TO -t OF BOX. SINGLE POLE DIMMER SWITCH, MOUNTED 48" A.F.F. TO It OF BOX. $p THREE WAY DIMMER SWITCH, MOUNTED 48" AFF. TO (t OF BOX. $ SINGLE POLE TIMER SWITCH, MOUNTED 48" A.F.F. TO (P OF BOX. SINGLE POLE CEILING FAN SWITCH, MOUNTED 48" AFF. TO te. OF BOX. $ F FAN SWITCHES TO BE RHEOSTAT TO ALLOW ADJUSTABLE FAN SPEED. $ DOOR JAMB SWITCH, MOUNTED o DOOR JAMB. MS MOTION SENSOR SWITCH, MOUNTED ABOVE DOORWAY AND DIRECTED TO ACTIVATE WHEN DOOR OPENS. PHOTO VOLTAIC CELL SENSOR SWITCH, MOUNTED WHERE NOT AFFECTED BY EXTERIOR LIGHTS. O GARAGE DOOR OPENER SWITCH, MOUNTED 54" AFF. TO I. OF BOX. 1:0 DUPLEX OUTLET, MOUNTED 12" A.F.F. TO (t OF BOX. 1(!� DUPLEX OUTLET, TOP HALF SWITCHED, MOUNTED 12" AFF. TO 4; OF BOX. "CFI DUPLEX OUTLET, GROUND FAULT CIRCUIT INTERRUPTER. k�WPGFI DUPLEX OUTLET, WEATHERPROOF GROUND FAULT CIRCUIT INTERRUPTER DUPLEX OUTLET, RECESSED OUTLET FOR PAINTING LIGHT, MOUNTED 63" L AFF. TO � OF BOX. k FOUR -FLEX OUTLET, MOUNTED 12" AFF. TO (I; OF BOX. V@ 120/240 VOLT OUTLET, MOUNTED 36" AFF. TO �- . OF BOX. ® FLOOR MOUNTED DUPLEX OUTLET. PROVIDE COVERS WHEN NOT BEING USED. I� SINGLE OUTLET CABLE TV SERVICE, MOUNTED 12" AFF. TO t. BOX. DOUBLE OUTLET CABLE TV SERVICE, MOUNTED 12" AFF. TO (t BOX. M TELEPHONE JACK, MOUNTED 12" AFF, TO 1. OF BOX. 14 FAX DEDICATED FACSIMILE JACK, MOUNTED 12" AFF. TO (I; OF BOX. N COMPUTER NETWORK/MODEM JACK, MOUNTED 12" AFF. TO I. OF BOX. O THERMOSTAT, MOUNTED 60" AFF. TO lt OF BOX, 0 HUMIDISTAT, MOUNTED 60" A.F.F. TO lt- OF BOX. ® DOOR BELL BUTTON, MOUNTED 48" AFF. TO t OF BOX. INT INTERCOM CONTROL BOX, MOUNTED 60" A.F.F. TO (P OF BOX. Qs AUDIO SPEAKER, MOUNTED 12" AFF. TO t OF BOX. Exlr EXIT SIGN, VERIFY MOUNTING LOCATION PER CODE sp SMOKE DETECTOR, MOUNTED AS PER GOVERNING CODES. DOOR BELL CHIMES. MOUNTED AT 84" MIN, AFF. TO I OF BOX. ® GARAGE DOOR OPENER, CEILING MOUNTED. J -BOX ROUGH -IN ONLY, PROVIDE COVER PLATE. CEILING MOUNTED TRACK LIGHT. -0- DOWN LIGHT, CEILING MOUNTED. -(:)4 DOWN LIGHT- DIRECTIONAL, CEILING MOUNTED. ® DOWN LIGHT / DOWN LIGHT - DIRECTIONAL, CEILING MOUNTED. `Y/ PENDANT LIGHT, CEILING MOUNTED. Y WALL MOUNTED LIGHT. 1-Q WALL MOUNTED PICTURE LIGHT. BASE MOUNTED LIGHT BOLLARD. ® EXHAUST FAN, CEILING MOUNTED. EXHAUST FAN, WALL MOUNTED. CEILING PADDLE FAN. WALL MOUNTED VANITY LIGHT, MOUNTED 84" AFF. TO t OF BOX. WALL MOUNTED VANITY LIGHT, VERTICAL. D 2 BULB FLUORESCENT. ® UNDER CABINET LIGHTING. a VALANCE STRIP LIGHT. ELECTRIC BASEBOARD HEATER ELECTRIC TOE KICK HEATER ® GAS LINE INLET. g ELECTRIC POWER METER LOCATION. gG GAS METER LOCATION. CIRCUIT BREAKER PANEL BOARD. F4+ FROST -FREE HOSE BIB. NOTE: ALL MOUNTING ELEVATIONS ARE TYPICAL UNLESS NOTED OTHERWISE. SEE INTERIOR ELEVATIONS. 5 6 1 I I I - ts Y Cs - - -- - Y G - -"G G ( III I G G MECHANICAL QUIPMENT, G VENT HOOD, AND LIGHTING - i IV G RILLE BELIOW BY OTHER G G i I I L V9JT8 YERIRI' C44ANIC:;AL REGi�t WI1H 004ER NOTE: 5 6 - ALL WALL SCONCES M C LERESTORY MOUNTED BELOW WINDOW, ® 22' -Ca" AFF., VERIFY IN FIELD CLERESTORY 2 UTILITY L OCATION PL AN Ul.l 3/16" = 1' -0 GENERAL ELECTRICAL NOTES 1. UNLESS NOTED OTHERWISE, MOUNT ALL INTERIOR OUTLETS a 12" AFF. TO ct OF OUTLET, AND MOUNT SWITCHES -9 48" AFF. TO (t OF SWITCH. MOUNT ALL EXTERIOR OUTLETS 6 MIN. 24" ABOVE FINISH GRADE, 2. CONTRACTOR TO VERIFY CABLE TELEVISION LOCATIONS WITH OWNER 3. CONTRACTOR TO VERIFY ALL PHONE LOCATIONS WITH OWNER CONTRACTOR IS ALSO TO VERIFY WITH THE OWNER ALL SEPARATE PHONE LINE LOCATIONS. 4. CONTRACTOR TO VERIFY ALL POWER REQUIREMENTS FOR MECHANICAL EQUIPMENT. 5. CONTRACTOR TO VERIFY ALL POWER REQUIREMENTS FOR ALL PLUMBING EQUIPMENT. 6, CONTRACTOR TO VERIFY LOCATION OF MAIN SERVICE PANEL AND MAIN PHONE PANEL WITH OWNER 1. CONTRACTOR TO ENSURE ALL POWER AND LIGHTING INSTALLATIONS CONFORM TO ALL CURRENT AND APPLICABLE UNIFORM ELECTRICAL CODE REQUIREMENTS, AS WELL AS THOSE PRESCRIBED BY CITY OF REXBURG, MADISON COUNTY, AND STATE OF IDAHO BUILDING DEPARTMENTS. 8. CONTRACTOR TO PROVIDE DESIGN OF ALL ELECTRICAL SERVICES AND CIRCUITING IN ACCORDANCE WITH APPLICABLE CODES. CONSULTATION WITH AN ELECTRICAL ENGINEER 15 ENCOURAGED. 9. ALL LIGHTING AND SWITCHING TO BE DETERMINED BY OWNER 10. CONTRACTOR TO VERIFY WITH OWNER ALL ELECTRIC FIXTURES IN TERMS OF MAKE, MODEL, AND FUNCTION. 11. VERIFY MOUNTING HEIGHTS OF ALL CEILING LIGHTS AND CEILING FANS WITH OWNER 12. COORDINATE LOCATION OF ALL LIGHTS AND CEILING MOUNTED EQUIPMENT WITH STRUCTURE. 1. CONTRACTOR TO PROVIDE ADEQUATE WATER SUPPLY AND WASTE WATER DRAINAGE TO AND FROM BUILDING ENVELOPE. 2. CONTRACTOR TO VERIFY ALL PLUMBING FIXTURE AND FITTING LOCATIONS WITH OWNER 3. CONTRACTOR TO VERIFY ALL SPECIALIZED PLUMBING EQUIPMENT AND SERVICES WITH OWNER WHICH INCLUDE, BUT ARE NOT LIMITED TO, WATER SOFTENING, IONIZATION, PURIFICATION, ETC. AND POTENTIAL LOCATION Or- EQUIPMENT. 4. CONTRACTOR TO COORDINATE ALL POWER AND MECHANICAL SERVICE REQUIREMENTS FOR PLUMBING EQUIPMENT WITH OTHER RESPECTIVE TRADES. 5. CONTRACTOR TO INSURE ALL PLUMBING SYSTEMS INSTALLATIONS CONFORM TO ALL CURRENT AND APPLICABLE UNIFORM PLUMBING CODE REQUIREMENTS, AS WELL AS THOSE PRESCRIBED BY CITY OF REXBURG, MADISON COUNTY, AND STATE OF IDAHO BUILDING DEPARTMENTS. 6. CONTRACTOR TO PROVIDE DESIGN OF ALL PLUMBING SERVICES, INCLUDING UTILITY GAS SERVICES IN ACCORDANCE WITH APPLIANCE CODES. CONSULTATION WITH A MECHANICAL ENGINEER IS ENCOURAGED. 1, CONTRACTOR TO PROVIDE ADEQUATE PIPE SIZING, CONNECTIONS, AND PRESSURE TESTING INCLUDING, BUT NOT LIMITED TO, ALL WATER SUPPLY LINES AND UTILITY GAS SUPPLY LINES. 8. ALL SYSTEMS OPERATIONS TO gE VERIFIED OR DETERMINED WITH OWNER 9. CONTRACTOR TO VERIFY WITH OWNER ALL PLUMBING FIXTURES AND FITTINGS, BATHROOM ACCESSORIES, ETC. IN TERMS OF MAKE, MODEL, AND FUNCTION. 10. CONTRACTOR TO VERIFY ALL VENTING OF GAS APPLIANCES ARE IN ACCORDANCE WITH STATE AND LOCAL CODES. 11. FIRE SPRINKLER SYSTEM WITH ALL EXPOSED PIPING, SPRINKLER HEADS AND RELATED CONSTRUCTION TO BE DESIGNED AND INSTALLED BY QUALIFIED FIRE SPRINKLER CONTRACTOR, COORDINATE WITH ALL EXPOSED STRUCTURE, MECHANICAL, AND ELECTRICAL EQUIPMENT. 12. VERIFY LOCATION OF ALL FLOOR DRAINS WITH OWNER MONO POI SPOT$ UN I spore MO HIGH IN STRUCTURE L L I TO ILLUMINATE FACE OF SIGN IG I 1 I �- - - - - - - - - - - - - - - - - - 0 30" rid - - - - - - - - - - - - - - - - - - - - - - - - - - - -/ I ! I / I I EXIT i �_ / I I1*,,AI A I I A f A I I ( A I I A I A I I! A ! ! Z__ XIH i �' ! " I I I Hi I\ I A I I A I I A I I I I A I I A I I A �A ! I J- --- --------- - - --- - I -------------- - - - --- A I I 6A I I I A I I A A A � L ----------------- - - - -- \ I I I I I ( I /� - �- - -�- --- - - - - V 1H4 - - I I I I HI I /! H ------------ - - - - -- i - �- - �- �-- -�- - I /--------- - - - - -- __- _ �_ _ -- Wp 6A ��A WA A DGWP GFI ( ill SEE 2/ U1.I FOR 5m1L MECHA CAL EQUIPMENT, f - _ _ _ - - - - - - LIGHTING LAYOUT VENT D AND LIGHTING - = CLERESTORY ABOVE ® GRILBY OTHERS m w x a I ------ - -- -- -- - - - -- -- ----- - - - - -- -- - - - - -- - -- I I - - -- - - - - - -- -___ _ - - - -- �� - - - - -- --- - - - - -- -- - - - - -- - - - -- ------------------- --------- �.------------ - - - - -- I I \ 6 A A 1 B I VERIFY ALL MECHANICAL, ! I H 1 H GFFI I ELECTRICAL, AND PLUMBING I I REQUIREMENTS IN KITCHEN I WITH O WNER ------- - - - - -- ------ - - - - -- - - - -- i A Wp ( I I \ I I 6A / I { ` I / A I I/\ A GFl FAX 10 B GF' I 1 I I a_ I I i F 6 _ A --._ __6A A A � '�-I � I "\ i I I I a GFI ' r I I I I EXIT ` LAT CEILING -0 AFF. i E I I I I ► I 7 F D D FA EXIT C wP / GFI \ - ---- . ._._--------------------- - - - - -- - -� GENERAL PLUMBING NOTES UTILITY LOCATION PLAN 3/16" = 1' - 0 " GENERAL MECHANICAL NOTES I. CONTRACTOR TO PROVIDE ADEQUATE DUCTING FOR AIR MOVEMENT FOR ALL EXHAUST FAN UNITS FOR GAS APPLIANCES. 2. CONTRACTOR TO VERIFY ALL MECHANICAL EQUIPMENT LOCATIONS WITH OWNER 3. CONTRACTOR TO VERIFY ALL EXHAUST FAN EXITING FROM BUILDING ENVELOPE. 4. CONTRACTOR TO COORDINATE ALL POWER AND LIGHTING SERVICE REQUIREMENTS FOR MECHANICAL EQUIPMENT WITH THE OTHER RESPECTIVE TRADES. 5. CONTRACTOR TO INSURE ALL MECHANICAL SYSTEMS INSTALLATIONS CONFORM TO ALL CURRENT AND APPLICABLE UNIFORM MECHANICAL CODE REQUIREMENTS AS WELL S THOSE PRESCRIBED BY CITY OF REXBURG, MADISON COUNTY AND STATE OF IDAHO BUILDING DEPARTMENTS. 6. CONTRACTOR TO PROVIDE DESIGN OF ALL MECHANICAL SERVICES AND DUCTING IN ACCORDANCE WITH APPLICABLE CODES. CONSULTATION WITH A MECHANICAL ENGINEER IS ENCOURAGED. 1. CONTRACTOR TO PROVIDE ADEQUATE SIZING OF ALL ELECTRIC BASEBOARDS, GAS FIREPLACES, CEILING HEATING UNITS, TOW KICK HEATERS, ETC. 8. ALL SYSTEMS SWITCHING AND OPERATIONS TO BE VERIFIED OR DETERMINED WITH OWNER 9. CONTRACTOR TO VERIFY WITH OWNER ALL MECHANICAL FIXTURES AND FITTINGS IN TERMS OF MAKE, MODEL, AND FUNCTION. 10, CONTRACTOR TO VERIFY ALL VENTING OF GAS APPLIANCES ARE IN ACCORDANCE WITH STATE AND LOCAL CODES. 11. PROVIDE SMOKE AND FIRE DETECTORS AS REQUIRED BY CODE, 12. VERIFY ALL TELECOMMUNICATIONS AND NETWORKING REQUIREMENTS WITH OWNER $ SINGLE POLE SWITCH, MOUNTED 48" AFF. TO (P OF BOX. $ THREE WAY SWITCH, MOUNTED 48" AFF. TO it, OF BOX. $ FOUR WAY SWITCH, MOUNTED 48" AFF. TO -t OF BOX. SINGLE POLE DIMMER SWITCH, MOUNTED 48" A.F.F. TO It OF BOX. $p THREE WAY DIMMER SWITCH, MOUNTED 48" AFF. TO (t OF BOX. $ SINGLE POLE TIMER SWITCH, MOUNTED 48" A.F.F. TO (P OF BOX. SINGLE POLE CEILING FAN SWITCH, MOUNTED 48" AFF. TO te. OF BOX. $ F FAN SWITCHES TO BE RHEOSTAT TO ALLOW ADJUSTABLE FAN SPEED. $ DOOR JAMB SWITCH, MOUNTED o DOOR JAMB. MS MOTION SENSOR SWITCH, MOUNTED ABOVE DOORWAY AND DIRECTED TO ACTIVATE WHEN DOOR OPENS. PHOTO VOLTAIC CELL SENSOR SWITCH, MOUNTED WHERE NOT AFFECTED BY EXTERIOR LIGHTS. O GARAGE DOOR OPENER SWITCH, MOUNTED 54" AFF. TO I. OF BOX. 1:0 DUPLEX OUTLET, MOUNTED 12" A.F.F. TO (t OF BOX. 1(!� DUPLEX OUTLET, TOP HALF SWITCHED, MOUNTED 12" AFF. TO 4; OF BOX. "CFI DUPLEX OUTLET, GROUND FAULT CIRCUIT INTERRUPTER. k�WPGFI DUPLEX OUTLET, WEATHERPROOF GROUND FAULT CIRCUIT INTERRUPTER DUPLEX OUTLET, RECESSED OUTLET FOR PAINTING LIGHT, MOUNTED 63" L AFF. TO � OF BOX. k FOUR -FLEX OUTLET, MOUNTED 12" AFF. TO (I; OF BOX. V@ 120/240 VOLT OUTLET, MOUNTED 36" AFF. TO �- . OF BOX. ® FLOOR MOUNTED DUPLEX OUTLET. PROVIDE COVERS WHEN NOT BEING USED. I� SINGLE OUTLET CABLE TV SERVICE, MOUNTED 12" AFF. TO t. BOX. DOUBLE OUTLET CABLE TV SERVICE, MOUNTED 12" AFF. TO (t BOX. M TELEPHONE JACK, MOUNTED 12" AFF, TO 1. OF BOX. 14 FAX DEDICATED FACSIMILE JACK, MOUNTED 12" AFF. TO (I; OF BOX. N COMPUTER NETWORK/MODEM JACK, MOUNTED 12" AFF. TO I. OF BOX. O THERMOSTAT, MOUNTED 60" AFF. TO lt OF BOX, 0 HUMIDISTAT, MOUNTED 60" A.F.F. TO lt- OF BOX. ® DOOR BELL BUTTON, MOUNTED 48" AFF. TO t OF BOX. INT INTERCOM CONTROL BOX, MOUNTED 60" A.F.F. TO (P OF BOX. Qs AUDIO SPEAKER, MOUNTED 12" AFF. TO t OF BOX. Exlr EXIT SIGN, VERIFY MOUNTING LOCATION PER CODE sp SMOKE DETECTOR, MOUNTED AS PER GOVERNING CODES. DOOR BELL CHIMES. MOUNTED AT 84" MIN, AFF. TO I OF BOX. ® GARAGE DOOR OPENER, CEILING MOUNTED. J -BOX ROUGH -IN ONLY, PROVIDE COVER PLATE. CEILING MOUNTED TRACK LIGHT. -0- DOWN LIGHT, CEILING MOUNTED. -(:)4 DOWN LIGHT- DIRECTIONAL, CEILING MOUNTED. ® DOWN LIGHT / DOWN LIGHT - DIRECTIONAL, CEILING MOUNTED. `Y/ PENDANT LIGHT, CEILING MOUNTED. Y WALL MOUNTED LIGHT. 1-Q WALL MOUNTED PICTURE LIGHT. BASE MOUNTED LIGHT BOLLARD. ® EXHAUST FAN, CEILING MOUNTED. EXHAUST FAN, WALL MOUNTED. CEILING PADDLE FAN. WALL MOUNTED VANITY LIGHT, MOUNTED 84" AFF. TO t OF BOX. WALL MOUNTED VANITY LIGHT, VERTICAL. D 2 BULB FLUORESCENT. ® UNDER CABINET LIGHTING. a VALANCE STRIP LIGHT. ELECTRIC BASEBOARD HEATER ELECTRIC TOE KICK HEATER ® GAS LINE INLET. g ELECTRIC POWER METER LOCATION. gG GAS METER LOCATION. CIRCUIT BREAKER PANEL BOARD. F4+ FROST -FREE HOSE BIB. NOTE: ALL MOUNTING ELEVATIONS ARE TYPICAL UNLESS NOTED OTHERWISE. SEE INTERIOR ELEVATIONS. 5 6 1 I I I - ts Y Cs - - -- - Y G - -"G G ( III I G G MECHANICAL QUIPMENT, G VENT HOOD, AND LIGHTING - i IV G RILLE BELIOW BY OTHER G G i I I L V9JT8 YERIRI' C44ANIC:;AL REGi�t WI1H 004ER NOTE: 5 6 - ALL WALL SCONCES M C LERESTORY MOUNTED BELOW WINDOW, ® 22' -Ca" AFF., VERIFY IN FIELD CLERESTORY 2 UTILITY L OCATION PL AN Ul.l 3/16" = 1' -0 GENERAL ELECTRICAL NOTES 1. UNLESS NOTED OTHERWISE, MOUNT ALL INTERIOR OUTLETS a 12" AFF. TO ct OF OUTLET, AND MOUNT SWITCHES -9 48" AFF. TO (t OF SWITCH. MOUNT ALL EXTERIOR OUTLETS 6 MIN. 24" ABOVE FINISH GRADE, 2. CONTRACTOR TO VERIFY CABLE TELEVISION LOCATIONS WITH OWNER 3. CONTRACTOR TO VERIFY ALL PHONE LOCATIONS WITH OWNER CONTRACTOR IS ALSO TO VERIFY WITH THE OWNER ALL SEPARATE PHONE LINE LOCATIONS. 4. CONTRACTOR TO VERIFY ALL POWER REQUIREMENTS FOR MECHANICAL EQUIPMENT. 5. CONTRACTOR TO VERIFY ALL POWER REQUIREMENTS FOR ALL PLUMBING EQUIPMENT. 6, CONTRACTOR TO VERIFY LOCATION OF MAIN SERVICE PANEL AND MAIN PHONE PANEL WITH OWNER 1. CONTRACTOR TO ENSURE ALL POWER AND LIGHTING INSTALLATIONS CONFORM TO ALL CURRENT AND APPLICABLE UNIFORM ELECTRICAL CODE REQUIREMENTS, AS WELL AS THOSE PRESCRIBED BY CITY OF REXBURG, MADISON COUNTY, AND STATE OF IDAHO BUILDING DEPARTMENTS. 8. CONTRACTOR TO PROVIDE DESIGN OF ALL ELECTRICAL SERVICES AND CIRCUITING IN ACCORDANCE WITH APPLICABLE CODES. CONSULTATION WITH AN ELECTRICAL ENGINEER 15 ENCOURAGED. 9. ALL LIGHTING AND SWITCHING TO BE DETERMINED BY OWNER 10. CONTRACTOR TO VERIFY WITH OWNER ALL ELECTRIC FIXTURES IN TERMS OF MAKE, MODEL, AND FUNCTION. 11. VERIFY MOUNTING HEIGHTS OF ALL CEILING LIGHTS AND CEILING FANS WITH OWNER 12. COORDINATE LOCATION OF ALL LIGHTS AND CEILING MOUNTED EQUIPMENT WITH STRUCTURE. 1. CONTRACTOR TO PROVIDE ADEQUATE WATER SUPPLY AND WASTE WATER DRAINAGE TO AND FROM BUILDING ENVELOPE. 2. CONTRACTOR TO VERIFY ALL PLUMBING FIXTURE AND FITTING LOCATIONS WITH OWNER 3. CONTRACTOR TO VERIFY ALL SPECIALIZED PLUMBING EQUIPMENT AND SERVICES WITH OWNER WHICH INCLUDE, BUT ARE NOT LIMITED TO, WATER SOFTENING, IONIZATION, PURIFICATION, ETC. AND POTENTIAL LOCATION Or- EQUIPMENT. 4. CONTRACTOR TO COORDINATE ALL POWER AND MECHANICAL SERVICE REQUIREMENTS FOR PLUMBING EQUIPMENT WITH OTHER RESPECTIVE TRADES. 5. CONTRACTOR TO INSURE ALL PLUMBING SYSTEMS INSTALLATIONS CONFORM TO ALL CURRENT AND APPLICABLE UNIFORM PLUMBING CODE REQUIREMENTS, AS WELL AS THOSE PRESCRIBED BY CITY OF REXBURG, MADISON COUNTY, AND STATE OF IDAHO BUILDING DEPARTMENTS. 6. CONTRACTOR TO PROVIDE DESIGN OF ALL PLUMBING SERVICES, INCLUDING UTILITY GAS SERVICES IN ACCORDANCE WITH APPLIANCE CODES. CONSULTATION WITH A MECHANICAL ENGINEER IS ENCOURAGED. 1, CONTRACTOR TO PROVIDE ADEQUATE PIPE SIZING, CONNECTIONS, AND PRESSURE TESTING INCLUDING, BUT NOT LIMITED TO, ALL WATER SUPPLY LINES AND UTILITY GAS SUPPLY LINES. 8. ALL SYSTEMS OPERATIONS TO gE VERIFIED OR DETERMINED WITH OWNER 9. CONTRACTOR TO VERIFY WITH OWNER ALL PLUMBING FIXTURES AND FITTINGS, BATHROOM ACCESSORIES, ETC. IN TERMS OF MAKE, MODEL, AND FUNCTION. 10. CONTRACTOR TO VERIFY ALL VENTING OF GAS APPLIANCES ARE IN ACCORDANCE WITH STATE AND LOCAL CODES. 11. FIRE SPRINKLER SYSTEM WITH ALL EXPOSED PIPING, SPRINKLER HEADS AND RELATED CONSTRUCTION TO BE DESIGNED AND INSTALLED BY QUALIFIED FIRE SPRINKLER CONTRACTOR, COORDINATE WITH ALL EXPOSED STRUCTURE, MECHANICAL, AND ELECTRICAL EQUIPMENT. 12. VERIFY LOCATION OF ALL FLOOR DRAINS WITH OWNER 1 2 3 4 5 6 7 6 9 10 11 '12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 A B C D F G li K L SITE PLAN SCALE: 1 " = 30' -0 EQUIPMENT & DEVICE LEGEND U N A P E R S RELIABLE MODEL F1FR UPRIGHT 7 t ] RELIABLE MODEL F1FR RECESSED PENDENT r _ T RELIABLE MODEL F3QR DRY PENDENT RELIABLE MODEL F3QR DRY SIDEWALL Li - 1 13/33" Escvtcnwn ' > (13 �m System *ee Cuc —� ( � 6' (152.0 INSTALLATION /LAYOUT DRAWINGS INDICATE THE PROPOSED A. Top Beam Clamp 2. U —hook B. Nut & Washer 3. Coach screw .. r.. - - - -- -- 5. U — 3 1 /32m aa. LOCATION OF PIPING, PIPE STANDS, COMPONENTS, ETC. F. Lag Bolt 7. Bracket G. Rod Coupling 8. m 9. Special (See Detail) I. Side Beam Bracket RELIABLE MODEL F3QR DRY SIDEWALL Li - 1 13/33" Escvtcnwn ' > (13 �m System *ee Cuc —� ( � 6' (152.0 HANGERS INSTALLATION /LAYOUT DRAWINGS INDICATE THE PROPOSED A. Top Beam Clamp 2. U —hook B. Nut & Washer 3. Coach screw C. Unistrut Nut - - - -- -- 5. U — 3 1 /32m aa. LOCATION OF PIPING, PIPE STANDS, COMPONENTS, ETC. F. Lag Bolt 7. Bracket G. Rod Coupling 8. m 9. Special (See Detail) I. Side Beam Bracket J. Speedy Fastener FIELD ADJUSTMENTS OF PIPE ROUTING, PIPE LENGTHS, AND Revision: 2 1 /2'(63.5mm W ;n woe 2 19 /64'[58.]mn)DLl 7 --'-` Mj..alment Ro.ge � Eec�lctxon ydlw(menl HANGERS INSTALLATION /LAYOUT DRAWINGS INDICATE THE PROPOSED A. Top Beam Clamp 2. U —hook B. Nut & Washer 3. Coach screw C. Unistrut Nut 4. Eye —rod D. Drop —in Anchor 5. U — E. Hilti Stud LOCATION OF PIPING, PIPE STANDS, COMPONENTS, ETC. F. Lag Bolt 7. Bracket G. Rod Coupling 8. H. Wing Toggle 9. Special (See Detail) I. Side Beam Bracket J. Speedy Fastener FIELD ADJUSTMENTS OF PIPE ROUTING, PIPE LENGTHS, AND Revision: POSITIONING OF HANGERS, ETC. SHALL BE ANTICIPATED AND T EXPECTED. THESE CHANGES SHALL MEET NFPA REQUIREMENTS AND ARE TO BE RED —LINED AND INCORPORATED ONTO THE "AS— BUILT" DRAWINGS ACCORDINGLY. NOTICE NOMENCLATURE IT IS THE OWNERS RESPONSIBILITY TO PROVIDE ADEQUATE CROSS MAIN DESIGNATION — — — — c ROSSMAIN n• ALARM VALVE & RISER - - - - - CONTROL VALVE - - - - - - - --- UPRIGHT ON 1" RISER — — — — — — — —p— HEAT TO PREVENT FREEZING THROUGHOUT WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE AND OTHER TYPES OF VALVES CONTROWNG WATER FEED MAIN DESIGNATION— — — — — — — FM n• HORIZONTAL ALARM VALVE — — — — —{�-- KEY VALVE — — — — — — — — — �� STANDARD UPRIGHT HEAD — — — — STANDARD PENDENT HEAD — — — — — — — o-- — — — SUPPLIES T O SPRINKLER SYSTEMS. ELEVATION TO CL OF PIPE AS ( NOTED ) — — � � DRY PIPE VALVE &RISER — — — — ®— POST INDICATOR VALVE (PIV)— — — P � PENDENT HEAD BELOW CEILING — — — — — O — WATER SUPPLY INFORMATION LINE DESIGNATION — — — — — — — — — 0 DELUGE VALVE & RISER — — — — ®-- PIV W /TAMPER SWITCH STANDARD UPRIGHT SIDEWALL — — STANDARD PENDENT SIDEWALL — — --aa STATIC 90 P si RESlouat 85 p s i p CALCULATION DESIGNATION - - - - - - 0 CHECK VALVE - - - - - - - - -r- r SIAMESE FIRE DEPT CONNECTION - �- HORIZONTAL SIDEWALL — — — — — HEAD ABOVE & BELOW CEILING — — — — ---r — — FLOWING GPM FLNG 1134 FLOW DATE 08, f 11 04 GPM FL O Golden Beau tY NEW UNDERGROUND — — — — — — — — �-�� FLOW SWITCH — — — — — — — — � SINGLE FIRE DEPT CONNECTION — — — T DRY PENDENT HEAD — — — — — — — FLUSH TYPE HEAD — — — — — — — — — SOURCE OF INFORMATION 3 — D Fire Protection Inc. EXISTING UNDERGROUND — — — — — — WATER MOTOR GONG — — — — — m FIRE HYDRANT — — — — — — — — EARTHQUAKE BRACE REVISIONS — — — — — — — — — — — — — 0 ELECTRIC BELL - - - - - -- ® FIRE HYDRANT W /PUMP - - -- RISE UP ----- - - - - DROP DOWN---- - - - - -- —P— -- — � — HANGERS 1. All—thread rod A. Top Beam Clamp 2. U —hook B. Nut & Washer 3. Coach screw C. Unistrut Nut 4. Eye —rod D. Drop —in Anchor 5. U — E. Hilti Stud 6. Pipe strap F. Lag Bolt 7. Bracket G. Rod Coupling 8. H. Wing Toggle 9. Special (See Detail) I. Side Beam Bracket J. Speedy Fastener GENERAL NOTES 1$ //_ 13 , NOTE: ALL ELECTRICAL ALARM WIRING OR WIRING OF ANY KIND TO BE BY OTHERS. 01 6" UNDERGROUND TO BE FLUSHED & TESTED PRIOR TO CONNECTION 02 2" CLEAR SPACE AROUND RISER 03 3" x 11" REDUCING FLANGE ® FLEXIBLE COUPLING 05 3" CAPPED TEE FOR FLUSHING © SUPPLY SIDE PRESSURE GAUGE O 3" DOUBLE CHECK BACKFLOW PREVENTER WITH TAMPERED BUTTERFLY VALVES ® 3" SWING CHECK VALVE �9 3" BACK TO FIRE DEPARTMENT CONNECTII 100 3" RISER MANIFOLD 11 WATERFLOW SWITCH 12 HYDRAULIC CALCULATIONS PLACARD 13 SYSTEM SIDE PRESSURE GAUGE 14 1" BALL VALVE 15 SITE GLASS 16 2" BALL VALVE 17 2" MAIN DRAIN TO EXTERIOR 18 SPRINKLER HEAD CABINET WITH SPARE SPRINKLER HEADS AND WRENCH 19 SEISMIC BRACE PER NFPA 13 20 ELECTRIC BELL (BY OTHERS) 21 SINGLE FIRE DEPARTMENT CONNECTION 22 2" MAIN DRAIN 23 SPLASH BLOCK FIRE DEPT CONNECTION DETAIL NOT TO SCALE Q� _Q) APPROVAL STAMP APPROVAL STAMP ' 9- STATE OF IDAHO PLANS ACCEPTED SUBJECT TO COMMENTS CHANGES INDICATED IN TRANSMITTAL LETTER. INSI TION IS SUBJECT TO A FIELD I PMPF.0 10 . REVIEWED BY: < C,\ HEAD COUNT Sp rinkler Type Fin. Off. K —Foc. Can Temp. Symb Qt 3-D FIRE PROTECTION, INC. Design • Installation Maintenance • Inspection For Service or Repair D & 24 Hrs. Ernergenvy Service Please Call 'l 525 -8377 Fox (208) 5.5— 381 3 -D P.O. Box 50845 Idaho Falls, Idaho 83405 -0845 Total 1150- 205 -01.dw 1) UNDERGROUND SUPPLY BY OTHERS. 3 —D FIRE PROTECTION WORK TO BEGIN AT STUB INTO BUILDING AS SHOWN ON THE DRAWINGS. 2) SYSTEM DESIGN TO START AT NODE U1 AND CONTINUE THROUGHOUT THE BUILDING. SYSTEM DESIGNED PER NFPA 13 FOR LIGHT HAZARD OCCUPANCY. KITCHEN DESIGNED FOR ORDINARY HAZARD GROUP 1 OCCUPANCY. 3) THE SYSTEM THROUGHOUT THE BUILDING IS A WET —PIPE SYSTEM AND MUST HAVE ADEQUATE HEAT TO PREVENT FREEZING. 4) ALL EQUIPMENT AND MATERIAL TO BE U/L LISTED OR FM APPROVED. DOMESTIC MADE NOT REQUIRED. ALL SCHEDULE 40 STEEL PIPE TO BE THREADED AND /OR ROLLED GROOVED. ALL THIN WALL PIPE ( "EDDY— FLOW ") TO BE ROLLED GROOVED USING GROOVED TYPE COUPLINGS AND FITTINGS APPROVED FOR FIRE PROTECTION SYSTEM USE. ALL PIPE TO EXTERIOR OF BUILDING TO BE SCHEDULE 40 GALVANIZED. TYPE OF PIPING: FEED MAIN PIPING: EDDY —FLOW CROSS MAIN PIPING: EDDY —FLOW BRANCH LINE PIPING: EDDY —FLOW SCH 40 — 1 " PIPE 5) SYSTEM TO BE INSTALLED, FLUSHED AND TESTED IN ACCORDANCE WITH NFPA 13. 6) ALARM DEVICE FOR SYSTEM IS AN AMES MAXIM M200 BFG DOUBLE CHECK VALVE BACKFLOW PREVENTER WITH BUILT —IN VALVE TAMPER SWITCHES, FLOW INDICATOR & VALVE TAMPER SWITCHES TO BE CONNECTED TO FIRE ALARM SYSTEM IF APPLICABLE. 7) ALL ELECTRICAL WIRING, OF ANY KIND, IS BY OTHERS. 8) FIRE CAULK ALL PENETRATIONS THROUGH FIRE WALL /SMOKE SEPARATIONS. 9) ALL PIPING TO BE HUNG FROM STRUCTURAL MEMBERS BY USE OF 3/8" TOP BEAM CLAMPS AS SHOWN IN HANGER DETAILS. 10) TYPE OF CONSTRUCTION: NEW STEEL BAR JOIST BUILDING FITTERS NOTES 1) ALL LINES SHALL HAVE ZERO FLEX TYPE GROOVED COUPLINGS 2) ALL GROOVED PIPING DIMENSIONS ARE SHOWN CENTER TO CENTER OR CENTER TO END. ALL THREADED PIPING DIMENSIONS ARE SHOWN CUT LENGTH 3) WHERE FIRE SPRINKLER PIPING PENETRATES IDENTIFIED FIRE WALLS FIRE —CAULK AND SEAL PENETRATIONS AS REQUIRED 4) COORDINATE THE LOCATION OF ALL SPRINKLER PIPING WITH OTHER SUBCONTRACTORS TO AVOID POSSIBLE OBSTRUCTIONS TO SPRINKLER DISCHARGE 5) LOCAL AUTHORITY HAVING JURISDICTION: REXBURG FIRE MARSHAL CHRIS HUSKINSON — TELEPHONE: 359 -3010 L a� a' _ W 2nd S O = L O d /O,o� v ' v' W 4th S a W th S c� 20 r �¢ AREA OF WORK To Idaho Falls REXBURG VICINITY MAP NO SCALE CAROL HENSCHEID NICEf III NO. 100827 ENGINEERING TECH. 2005 1 10 30 .1 E'>�w� SCALE: 1 3 0 ' -0 Contract Name: MANUFACTURER /MODEL ca e: As Hard Hat Cafe CENTRAL CV -1F _• Drawn: _Not C. Henscheid 859 South Yellowstone RELIABLE, MODEL F1FR, QUICK RESPONSE, 1/2" ORIFICE, 155', MAXIMUM SPACING 12'- 0x10' -10 (130 sq.ft.). Checked: L. Hayward Rexburg, Idaho RELIABLE, MODEL F3QR, DRY SIDEWALL, QUICK RESPONSE, 1/2" ORIFICE, 200', NO MORE THAN 7' -6" OFF ANY WALL Date: 06/06/05 Contract with: Revision: Rocky Mountain Contractors 560 West 1 st North Riqby, Idaho 83442 Description: Site Plan /Riser Detail Contract # 1150 -205 Drawing: F -1 of 2 DEVICE MANUFACTURER /MODEL 3" DOUBLE CHECK ASSEMBLY AMES MAXIM MODEL M200 BFG 3" CHECK VALVE CENTRAL CV -1F UPRIGHT SPRINKLER (OVERHEAD PROTECTION) RELIABLE, MODEL F1FR, UPRIGHT, QUICK RESPONSE, 1/2" ORIFICE, 155, MAXIMUM SPACING 9'- 11x14' —O (139 sq.ft.). USE 200' HEADS IN CLERESTORY AREA PENDENT SPRINKLER (AREAS WITH LOWERED CEILINGS) RELIABLE, MODEL F1FR, QUICK RESPONSE, 1/2" ORIFICE, 155', MAXIMUM SPACING 12'- 0x10' -10 (130 sq.ft.). DRY PENDENT SPRINKLERS (ENTRY VESTIBULES) RELIABLE, MODEL F3QR, DRY PENDENT, QUICK RESPONSE, 1/2" ORIFICE, 155' NO MORE THAN 7' -6 OFF ANY WALL DRY SIDEWALL SPRINKLERS (OVERBUILD) RELIABLE, MODEL F3QR, DRY SIDEWALL, QUICK RESPONSE, 1/2" ORIFICE, 200', NO MORE THAN 7' -6" OFF ANY WALL 19 �_ R1 II— A 1�-] a--C IF— D I- F 11—G 80' -0" I 1 H 8' -0" G — ' 8 '' 0 " I K 1 K L L M N 80 , - 0 "— LIGH I HAZ.AHD OCCUNANCY 0.10 gpm OVER 2002 sq.ft. 18 HEADS CALCULATED AT 139 sq.ft. PER HEAD. SYSTEM DEMAND: 417.7 qpm AT 73.2 psi FIRE DEPT. —� CONNECTION FIRE PROTECTION PL'�AN I T _ ( REN OR[ 0.1 CAL SYS PLC 1 T 16 17 8 I BUILDING SECTION I rB - '� SCALE: 1/8" = 1' -0 F-2 12 �5 1 / . SCALE: 1/8 = 1' -0 FITTERS NOTES o 1) ALL LINES SHALL HAVE ZERO FLEX TYPE GROOVED COUPLINGS RETAINING STRAP BRACE PIPE TOP BEAM CLAMP 2) ALL GROOVED PIPING DIMENSIONS ARE SHOWN CENTER TO CENTER OR CENTER TO END. ALL THREADED PIPING DIMENSIONS ARE SHOWN CUT LENGTH P QUICK END 3) WHERE FIRE SPRINKLER PIPING PENETRATES IDENTIFIED FIRE LONGITUDINAL BRACE WALLS FIRE —CAULK AND SEAL PENETRATIONS AS REQUIRED QUICK CLAMP �\ 4) COORDINATE THE LOCATION OF ALL SPRINKLER PIPING WITH \" OTHER SUBCONTRACTORS TO AVOID POSSIBLE OBSTRUCTIONS TO SPRINKLER DISCHARGE BASIC BRACE ASSEMBLY (� � APPROVAL STAMP 5) LOCAL AUTHORITY HAVING JURISDICTION: C. �v REXBURG FIRE MARSHAL 3/8" ALL — THREAD ROD CHRIS HUSKINSON — TELEPHONE: 359 -3010 R V CAROL HENSCHEID NICET III NO. 100827 APPROVAL STAMP ENGINEERING TECH. PIPE RING E ' STATE OF �O IDAHO 2005 PLANS ACCEPTED SUBJECT TO COMMENTS / AND TO LONGITUDINAL BRACE RISER BRACE CHANGES INDICATED IN T DNSS ITTgL L INS AND TION IS SUBJECT INSTALLATION /LAYOUT DRAWINGS INDICATE THE PROPOSED LOCATION OF PIPING, PIPE STANDS, COMPONENTS, ETC. S �` �`�, REVIEWED BY: 0 5' 10' 20' FIELD ADJUSTMENTS OF PIPE ROUTING, PIPE LENGTHS, AND TOP BEAM CLAMP HANGER DETAILS `� `' POSITIONING OF HANGERS, ETC. SHALL BE ANTICIPATED AND S EISMIC BRACING DETAILS NOT TO SCALE ArE. ---- -_ r EXPECTED. THESE CHANGES SHALL MEET NFPA REQUIREMENTS NOT To SCALE ---- �___ —_____ S AND ARE TO BE RED —LINED AND INCORPORATED ONTO THE "AS— BUILT" DRAWINGS ACCORDINGLY. SCALE: 1/8" = 1' -0 NOTICE NOMENCLATURE HANGERS HEAD COUNT RESPONSIBILITY Contract Name: Scale: As N oted v- IT Is THE OWNER'S RESPONSIBILITY TO PROVIDE ADEQUATE CROSS MAIN DESIGNATION— — — — c ROSSMAIN '7 71 ALARM VALVE &RISER — — — — — ®-- CONTROL VALVE UPRIGHT ON 1" RISER---- - - - -p¢- 1. All- thread rod A. Top Beam Clamp Sprinkler Type Fi 3 -D FIRE PROTECTIO INC Hard Hat Cafe Drawn: C n. Orif. K -Foc. Can Temp. Symb. Qty. C. He HEAT TO PREVENT FREEZING THROUGHOUT WET PIPE STANDARD UPRIGHT HEAD - - - - - - - {}- SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY FEED MAIN DESIGNATION— — — — — — — FM n• HORIZONTAL ALARM VALVE — — — — KEY VALVE — — — — — — — — — — 2. U —hook B. Nut & Washer Reliable F1FR Upright Brass 1/2 5.6 - -- 15F 0 52 � I nstallation 859 South Yellowstone Checked: L. Hayward PIPE AND OTHER TYPES OF VALVES CONTROLLING WATER 0 STANDARD PENDENT HEAD - - - - - -- D e s I g n • SUPPLIES To SPRINKLER SYSTEMS. �pp� PENDENT HEAD BELOW CEILING - - - - -n- 3. Coach screw C. Unistrut Nut Reliable F1FR Upright Brass 1/2' 5.6 - -- 200' Q 5 Rexburg Idaho Date: 06/06/05 ELEVATION TO CL OF PIPE (AS NOTED) — — � � DRY PIPE VALVE &RISER — — — — ®— POST INDICATOR VALVE (PIV)— — — —D'4— STANDARD UPRIGHT SIDEWALL - - - - --� 4. Eye -rod D. Drop -in Anchor Reliable F1 FR Pend White 1/2' 5.6 White 155' Q 25 Maintenance Inspection WATER SUPPLY INFORMATION LINE DESIGNATION — — — — — — — — — 0 DELUGE VALVE: & RISER — — — — PIV W /TAMPER SWITCH STANDARD PENDENT SIDEWALL 5. U — bolt E. Hilti Stud 3 �� Contract with: Revision: � — — — — — — --�- — — — — —+a �- HORIZONTAL SIDEWALL - - - - - - - --t _ Reliable F3QR Dry Pend White 1/2' 5.6 White 155' For Service or Repair SI RESIDUAL 85 DSI cY Service Rock 4 t y Mountain Contractors STATIC 90 p CALCULATION DESIGNATION — — — — — — CHECK VALVE — — — — — — — — -iv- SIAMESE FIRE DEPT CONNECTION— HEAD ABOVE & B ELO W CE ILING 6. Pie stro F. La Bolt \ D & 24 Hrs. Emer en - - - - P P 9 Reliable F3QR Dry SW Brass 1/2' 5.6 - -- 155' 4 2 Please coil Zoe 525 -8377 -- GPM FLOWING 1134 FLOW DATE 08111 /04 DRY PENDENT HEAD - - - - - - - Fox (208) 5�5 81 560 West 1 st North NEW UNDERGROUND - - - - - - - - - � FLOW SWITCH - - - - - - - - � SINGLE FIRE DEPT CONNECTION - - - � � 7. Bracket G. Rod Coupling LOCATION Golden Beauty FLUSH TYPE HEAD - - - - - - - - --- 8 H. Wing Toggle 3--D P.O. BOX 50845 ------- - - - - -- ® Rigby Idaho 83442 SOURCE OF INFORMATION 3 —D Fire Protection Inc. EXISTING UNDERGROUND — — — — — — WATER MOTOR GONG — — — — — FIRE HYDRANT — — — — — — — — c--o —a EARTHQUAKE BRACE - - - - - - - RISE UP - - - - - - - - - - - ---0— 9. Special (See Detail) I. Side Beam Bracket Idaho Falls, Idaho 83405-0845 Description: Contract # 1150 - 205 - - - - - -- - - -- c-� DROP DOWN---- - - - - -- REVISIONS ELECTRIC BELL FIRE HYDRANT WPUMP — — / J. Speedy Fastener Total 1 88 1150- 205 -02.dw Fire Protection Plans Drawing: F -2 of 2 M BUILDING SECTION rA SCALE: 1/8" = 1' -0 F- -0" 12 %.-� 15 ( 29 30 EL. 33' -2t EL. 26' -11 1 r 1 EL. 26' -11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 p 80' -0" . - 8 ' - 0 " - • - 8 ' - 0 " 8 - 0 " 8 - 0 n � - U ' — O n C] � — O " 8 — O " —$' —O" 81 -0"�