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HomeMy WebLinkAboutPLANS - 22-00699 - Mountain Archery - AdditionCODE REVIEW GO\/ERN I N6 BU I LD I N6 GORE 2018 1150 GRAVITY DESIGN MINIMUM: F IRE 5UPPRES51 ON LOAD NO DEAD LOAD ROOF 20 PSF SNOW LOAD ROOF SNOW 31 PSF LOFT LEVEL DEAD LOAD: 20 PSF L I \/E LOAD: 100 PSF STA I R DEAD LOAD: 60 P5F L I \/E LOAD: 100 PSF WIND DESIGN: BASK WIND SPEED (5 SEG. GUST) 120 MPH EXPOSURE G SEISMIC DESIGN: SEISMIC D 501 LS: 501L BEAR I NG PRE55URE 1500 PSF MINIMUM FROST COYER 36 I NGHE5 BUILDING OCCUPANCY: M $ 5-1 CONSTRUCTION TYPE: 111-5 ALLOWABLE HEIGHT: 55 FEET, ACTUAL: 28'-2" FEET ALLOWABLE STORIES: M: 5, ACTUAL STORIES: 2 5-1: 2, ACTUAL STORIES: 2 ALLOWABLE AREA (M): 11,000 S.F., ACTUAL AREA: 10,000 S.F. ALLOWABLE AREA (5-1): 12,500 S.F., ACTUAL AREA: -7,555 S.F. OCCUPANCY SEPARATION: BETWEEN 5-1 $ M; NOT REQU I RED FIRE SPRINKLER (M, AREA #1): 8,000 S.F. < 12,000 5.F. = NOT REOU I RED FIRE SPRINKLER (5-1, AREA #2) : -7,555 S.F. < 12,000 S.F. = NOT REOU I RED HIGH PILED STORAGE : NO, SPRINKLER SYSTEM NOT REaU I RED OCCUPANCY LOAD PLUMB 1 N6 FIXTURE COUNT WAREHOUSE: 16 TOTAL OCCUPANTS: 144 SHOOTING LANES: 64 FEMALE: -72 MERCANTILE: 3-7 MALE: -72 LOFT (5TORA&E) : 2-7 REa tD AATEROL05ET: I PER 500 TOTAL: 144 REO'D LA\/ATORY: I PER -750 WC PRO\/IDED: I MALE / I FEMALE LAY PRO\/IDED: I MALE / I FEMALE DRINKING FOUNTAIN: I REO'D, I PRO\/IDED GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE JRW DRAWINGS, EQUIPMENT No. MANUFACTURERS DRAWINGS AND PRE-ENGINEERED METAL BUILDING G1.0 DRAWINGS WHERE APPLICABLE. 2. ALL CONSTRUCTION TO BE TO CURRENT ADOPTED CODES AND REGULATION STATE OF IDAHO OF SUGAR CITY. 3. PRIOR TO ANY EXCAVATION, CONTRACTOR TO VERIFY AND LOCATE ALL SD1.2 UNDER GROUND UTILITIES. 4. PROVIDE FIRE BLOCKING IN STUD WALLS PER IBC SECTION 716.2 AND AT SD2.1 10'-0" O.C. MAX. BOTH VERTICALLY AND HORIZONTALLY AND AT CEILING Q 0 INTERSECTIONS. 5. ALL PROJECT CONSTRUCTION TO MEET CURRENT ANSI, ADA -AG, AND IBC A2.1 REQUIREMENTS, INCLUDING SIGNAGE, DOOR HARDWARE, CLEARANCES, AND A3.1 OTHER REQUIREMENTS. 6. DO NOT SCALE DRAWINGS. 7. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SUBCONTRACTORS AND WORK. 8. BUILDING MANUFACTURER SHALL PROVIDE ALL TRIM, CLOSURE PIECES, N CORNERS, ETC. FOR A WEATHER -TIGHT AND INSECT RESISTANT BUILDING. CONSULTANTS: A a _w & w + 1 11 t[lo $ 54 t4 4 kr`49A 0 - $ kk m pmrr 0- qp wl SUGAR CITY, 0 LOFT FLOOR PLAN I I" NO OCCUPA TS, SHOOTING �I LANES Q 0 I, 0 � s Q HR. w "I o � a r =0 1 (64) OCC. BASED ON 1 FUNCTION �w I NO OCCUPA I TS, SIEOOTONGI = LANES I OCC. I LT I� BASE ON FU T N 1 (1) OCC. — -- — -- -- 000PNG`I' "M" CONT. T`rPE "1111—B" 1 (37) (1) FIRE AREA #11 81000 S.F. I occ. occ. MAIN FLOOR PLAN G01:�rz PLAN 5GALE: N.T.5. ,I EXISTING (16) occ. OCCUPANCY 115-111 CONST. T`I'PE 11111-511 FIRE AREA #21 11555 S.F. I I I I I I I I I I I I I I I I I I I I IDAHO DRAWING INDEX DRAWING No. GENERAL G1.0 COVER SHEET & INDEX TO DRAWINGS G1.1 CODE SHEET, STANDARD ADA REQUIREMENTS STATE OF IDAHO SITE DEVELOPMENT SD1.1 SITE PLAN SD1.2 SITE PLAN - GRADING SD1.3 SITE PLAN - UTILITIES SD2.1 SITE PLAN - DETAILS Q 0 ARCHITECTURAL A1.1 MAIN AND LOFT FLOOR PLANS A2.1 EXTERIOR ELEVATIONS A3.1 DOOR AND WINDOW SCHEDULES STRUCUTRAL S1.1 FRAMING PLAN MECH/ELEC/PLUMBING MEP1.1 MAIN LEVEL AND LOFT PLANS N 0 ui m 0 _ _ w Q U W U Q Lu O H Z W V) Z 0 U Z Ld 0 V) Q W 0 _ 0 V) Z 0 0 Ld 0 0 Z Q 0 _ 0 W V) 0 Ld N_ x O Q Z Z Q J 0 _ Z 0 U Z Q _ Ld Z 0 J O Z Q W U Ld U Q Ld 0 Z Q CD _ 0 U m 0 w U Ld 0 x CLLd ry Q V) Z CDLd 0 Z Q CD Z Q _ 0 J J _ LdF- C.) U 0 V) Q 48 _ 9 BRENT A. McFARLAND AR -2561 JULY 29, 2022 STATE OF IDAHO coM W0 Q 0 Q� m — W rl U z I � w 0 I Z ``'/ o m N CONSULTANTS: Q �v � Z � O � < O J C-;$ CD z o REVISION: DRAWN BY: JOB NO: BAM 913 CHECKED BY: DATE: BAM JULY '22 PLOT DATE: 8-08-22 DRAWING NO. FILE: 913 -G1.0 -CS * G1.0 G1.1 x x OF 2 2'-6" 2'-6" z MIN GLR MIN GLR A3 41" MAX KDTH E BRENT A. McFARLAND AR -2561 WIDTH A� 3q" MIN d)D IT' MIN :A:I] BF AI 36" GRAB BAR M" MAX (01i MAX 36" MIN � 42mm MIN 17" MIN o Ix U- ,�2 A2 42" GRAB BAR xx Is G z z INSULATE z A3 TO DISPENSING IS" GRAB BAR JULY 29, 2022 z ALL EXPOSED z z � � � � >( �j ❑ OUTLET PIPES _ Q Q ((LL ^JrA`RD m �B PAPER TOWEL DISPENSER STATE OF IDAHO F I N. FLR cv i = m cv N m 1 04~ ETOILET PAPER HOLDER z z CLEARANCE GLEARANG 6" MAX TOE - 8" MIN KNEE I'-6" I'-6" � 36" MAX CLEARANCE GLEARANGE - D MIRROR DRINiGING ®IWALLR LAVATORY, MIRROR 4 TOILET SEAT ELECTRIC, WASTE a] V-) N SOAP DISPENSER m SOAP DISPENSER COVER DISPENSER HAND DRYER RECEPTACLE co FOUNTAIN URINAL WATER CLOSET WATER CLOSET Z WASTE RECEPTACLE 0W a Q 0 STAN17A1� HE I GHT REOU I REMENTS Q <fnc SCALE. I/4 I O GENERAL NOTES & Q U E 12 min E STANDARD ACCESSIBILITY0 w 00 co � o 18 min I. GRAB BARS MUST NOT ROTATE WITHIN THEIR FITTINGS z W 32 min 32 min 32 min 2. FLUSH VALVE HANDLE ® 44" MAX AFF (ON WIDE SIDE OF TOILET z E � � WHERE APPLICABLE) GABLE) o � m 3. PROVIDE A MIN. CLEAR FLOOR SPACE OF 3OX48 WITH Iq" MAX. 0 ., � - 36 min E EXTENDING UNDER LAVATORY/DRINKING FOUNTAIN TO INSULATED z PIPING/ PLUMBING. o 4. 5 LBS MAX FORGE TO OPERATE FLUSH VALVE 4 ACTIVATE 15 CONTROLS 5. ITEMS SHOWN HERE ARE FOR INFORMATION ONLY. GENERAL CONTRACTOR TO VERIFY ALL APPLICABLE ITEMS 4 MOUNT PER 0CONSULTANTS: ADA REGUIREMENT5 WHERE APPLICABLE. t 6. FAUCETS MUST BE LEVER TYPE, ELECTRONICALLY ACTIVATED, OR 3:: APPROVED SELF - CLOSING VALVES (MIN. 10 SEG OPEN FLOW), V) AND BE OPERABLE NONE HAND, NOT REQUIRING TIGHT GRASPING, Q PINCHING OR TWISTING MIST. IST. o (A) (B) (C) (A) (B) (C) (�) 7. ALL DOORS IN THE PUBLIC AND COMMON USE AREAS SHALL hinged door sliding door folding door front approach, pull side front approach, push side front approach, push side, door hinge approach, pull side COMPLY GES AND kqITH N51 A 1GGE55 BLE INCLUDING N E55AR MANEUVERING 0 provided with both closer and latch 6. ALL DOORS SHALL HAVE 32" MIN. CLEAR WIDTH WHEN DOOR IS CD 170OR OPEN, I NIS JAI 1�TH REOU I REMENTS CLEARANCE AT 1:)OOR APPROACH PEN DEGREES q. AALL PLLUU MBING FIXTURES 8 APPLIANCES SHALL HAVE MIN. 30" X o 48" CLEAR FLOOR SPACE SCALE: N.T.S. SCALE: N.T.S. 10. ALL PLUMBING FIXTURES, APPLIANCES 4 TELEPHONES IN PUBLIC CCD AND COMMON USE AREAS SHALL COMPLY WITH A.D.A., IBG AND ANSI 117.1 Q 0 w FV) 0 W 60" MIN E 22 min 22 min o CV F416" MIN. I6" MIN. 42" MIN I6-18" O L L 7 24 min �E 16" MIN. 36" 6" F1___ c 24 min 42 min 24 min — N Z 00 LO - Q N J O - O 0\\ (E) (F) (G) (H) (I) (U) co hinge approach, pull side hinge approach, push side hinge approach, push side, door latch approach, pull side latch approach, pull side, latch approach, push side Ld provided with both closer and latch door provided with closer O 67„ MSN i � Q V CLEARANCE AT :;)COR APPROACH o z SCALE: N.T.S. 30><48 � z 30x48 Q w U U 24 min 00 18 min v E 4> E FL E cel 22 min E E 24 min � V Z 00 N X' $ TYFICAL AGGESSI SLE TOILET ROOM CLEARANCES z IL cn _ SCALE: I/2 - I -O o M tu (K) (M) (H)O P :3Z ( ) ( ) — latch approach, push side, front approach side approach pocket or hinge approach stop or latch approachpull side door provided with closer CLEARANCE AT 1;)OOR APPROACH SCALE: N.T.S. N CD J Z ~ Z � Q � 12 min � coCD w z Z o 00 00 Q o X>$ X>$ C) 48 min I 48 min a_ REVISION: 48 min w <�� O O Q 48 DRAWN BY: JOB NO: (Q) (R) (A) (B) (C) push side push side, door provided with Q STAFF 913 both closer and latch CHECKED BY: DATE: CLEARANCE AT 1;�00R APPROACH CLEARANCE BrMNEEN 170085 BAM JULY '22 SCALE: N.T.S. SCALE: N.T.S. PLOT DATE: 8-08-22 DRAWING N0. FILE: 913 -G1.1 -CODE * G1.2 I G1.2 I of 2 MOUND TOP WITH NOTE: 6" DIA. STD PIPE FILLED CONCRETE WITH CONCRETE OUTSIDE VEST 101 NOTE: ALL PIPE BOLLARDS TO BE 4" DIA. STD PIPE UNLESS NOTED OTHERWISE SEE SHEET A101 .fl 6" DIA. 50HED. m 40 PIPE FILLED WITH GONGRETE, N/ PLASTIC GOVER, RED GONG. WALK BY OTHERS 6" MIN. GONGRETE GOVER O cn NOTE: PLACE GENTER OF BOLLARD 12" FROM NALL FACE 1/4"x5"x5" PLATE SHOP WELDED I'-6" DIA TO BOTTOM OF PIPE i7F.TA I L CONCRETE BOLLARD A SCALE: 1/2" = 1'-0" SD2.1 GRID LINES FOR REFERENCE ONLY 1: ETA I L H.G. MARKIN6 50ALE: 1/2" = 1'-0" 502.1 FOAM BACKER ROD O TOOLED EDGES z SEALANT Qq �c FREE DRAINING GRAVEL GOMPAGTED EARTH 1/2" FIBERBOARD - HOLD DOWN TYPIGAL AT BELOW 5URFAGE 50'-O" O/G OFW4ALK 1/2" MIN. = ETA I L EXPAN510N JOINT 5GALE: 1/2" = 1'-0" SD2.1 TOOLED JOINT 1/4" RADIUS 1/3 THE TOTAL DEPTH OF GONGRETE MAXIMUM DISTANCE BETWEEN 10'-0" O.G. I7r=TA I L CONTROL JOINT c 5GALE: 1/2" = 1'-0" SD2.1 .01 REQ PARKING S 1 CSN T1'PE S 1 CSN TYPE 1211x1811 1211x6 11 NOTE: I. SIGNAGE TYPES ARE DENOTED ON SITE PLAN, SHEET SDI.I. 2. FABRIGATE ALL 516N PANELS OF 16ga. ALUM. 3. POST MOUNT: USE NON-GORR051 V1= 3/8" MAGHINE BOLTS W/ WASHER5, 2 PER SIGN. 4. SIGNAGE TO BE GREEN LETTERS ON WHITE BAGK6ROUND. SITE 51 GNAGE N.T.S. 1/2"=1'-0" 502.1 a+a OON-MM wwN STMUT M JOMiB AT 10'-0' 0r,. W WVX6 ON fbJ k GOM1NOW BAR jorM • 30101 OG. 00000 . �, : ooeoop PAVING — °�• . oo ro. -®n- o' cl ' O ?3rr'daFu I7r=TA I L \/ALLEY 6U77ER D 5GALE: 1" = P -O" SD2.1 am (2) #3 GONTINUOU5 BAR —� 1/2" RADIUS EDGE, TYP !RANULAR A5E 17ETA I L RIBBON CURB 5GALE: 1/2" = 1'-0" ISE2.1 I tt 121, 2 N i:)ETA I L SCALE: N.T.S. HANDIGAPPED AGGE551BLE RESERVED PARKING PARKING 516N. SEE H/502.1 NOTE: FASTEN 516N TO 516NA6E P05T JULY 29, 2022 STATE OF IDAHO WITH (3) STAINLESS STEEL SELF TAPPING 5GREN5. cl cl �P) M \/AN AGGE551BLE SIGN IN STALLS SO INDIGATED ON 51TE PLAN 1-3/4" x 1-3/4" x 0.105 PERFORATED SQUARE GAL\/ANIZED STEEL TUBING GONGRETE APRON 2" x 2" x 0.105 PERFORATED SQUARE GALVANIZED STEEL TUBING SLEEVE SET IN CONCRETE BASE 8" LONG ANCHOR BARS EACH WAY THROUGH TUBING SLEEVE ACCESSIBLE PARKIN& 51&NS (TRAFFIC, 516NA&E) HAND I GAP S 1 CSN SEE DETAIL M/SD2 . GONGRETE GURB HAND I GAP S 1 CSN SEE DETAIL M/SD2.1 SLOPE 1:20 MAX HAND I GAP PAINTED S"rMBOL SEE DETAIL 6VSD2.1 r;)ETAIL GONGRETE WALK SEE PLAN SLOPE 1:20 MAX GONC�I BE SLUSH OF RAMP. D� AGGE55IBILIT`I' PARK I NCS I P, F SD2. AND ASPHALT TO T�BUTT I N6 EDGES FAINT SURFAGE OF ASPHALT W/ D I AGONAL STR I P I NCS 4" NIDE AS ND I GATED ON SITE PLAN 0 w m _ 0 w w U W U w _ w 0 z Ld z 0 U z Ld of 0 Ld 0 0 z c� Ld 0 C 0 z 0 u- 0 Ld 0 w N 0 z r z J 0 z 0 U 0 z _ Ld z 0 J 0 V) z Ld of 0 Ld U of Ld _ O Z _ CD fr r 0 U m 0 Ld U Ld 0 Ld V) z C, V) W O 0 Z V) CD Z_ U J J W Ld W U O N V) ,0 BRENT A. McFARLAND AR -2561 JULY 29, 2022 STATE OF IDAHO cl cl �P) M W� 0 0 c� m X U¢ 0� w Z ¢ 0 0 m Q Z N CONSULTANTS: 0 Q 1 Z J U C.5 Z_ REVISION: DRAWN BY: JOB NO: R5M q 15 CHECKED BY: DATE: BAM JULY '22 PLOT DATE: 8-02-22 DRAWING NO. FILE: 913-SD2.I-SPD * SD2.1 52.1 OF MAIN FLOOR FLAN 50ALE: I/8" = P -O" (24"x36") 1/16" = 1'-0" (12"xIV9 NTS = 11 "x17" 4--0- KEYNOTES OI 2" AIDE PAINTED STRIPE 4 6" TALL SIGN, COLOR(,) BY OWNER O2 EXPANSION SPACE DISTANCE AS RECOMMENDED BY BUILDING MANUFACTURER. O3 PRE -FINISHED METAL EXPANSION JOINT COVER, MATCH BUILDING COLOR ® AWNING ABOVE BY METAL BUILDING MANUFACTURER O METAL BUILDING BY BUILDING MANUFACTURER O 42" TALL GUARDRAIL O LOFT ABOVE ® BEARING HALL, PROVIDE 8"x 14" SHOVEL FOOTING UNDER SLAB O 5AA0UT EXISTING FOUNDATION TO ACCOMMODATE NEA DOOR OPENING 10 MODIFY EXISTING PRE-ENGINEERED METAL BUILDING HALL AS REG'D TO ACCOMMODATE NEA DOOR 11 EMERGENCY EXIT SIGN WITH EMERGENCY LIGHTING PREFINISHED R-21 BATT METAL WALL INSULATION PANEL, WALL PURLIN P Y METAL BUILDING MANUFACTURER !MALL 7*i'oFr= 5GALE: 1 1/2" = P - O" PRE -FINISHED Mf --T WALL PANEL, 26 GA. MIN. R-19 BATT INSULATION 2-5/8' WIDE x 7/8' DEEP FURRING CHANNEL 4 24' O.G. 25 GA. GALV. ATTACH TO PURLINS WITH 3/3' LONG SELF -DRILLING PAN HEAD SHEET STEEL SCREWS, 2 SCREWS AT EACH FASTENING LOCATION, ONE THRU EACH LEG OF FURRING CHANNEL TYPE 'X' 5/8" GWR, ATTACH FIRST LAYER TO — FURRING CHANNELS USING 1 IN. LONG TYPE 'S' BUGLE HEAD DRYWALL SCREWS 4 24' O.C- VERT. 7 HORIZ. SECOND LAYER ATTACH TO FURRING CHANNELS W/ 1 5/8' LONG TYPE 'S' RUGLE HEAD DRYWALL SGREWS 4 12' O.G. VERT 7 24" O.C. HORIZ. VAPOR BARRIER 2x4 ® 16' O.C. W/ 3-1/2' OF INS'UL. 5/8' GYP. WALT_ BOARD 5/8' TYPE 'X' EXTERIOR GRADE GWR. ATTACH TO PURLINS W/ 1 1/4' LONG SELF -DRILLING BUGLE HEAD SHEET STEEL DRYWALL SCREWS ® 8" O.G. HORIZ. WALL PURLIN BY METAL BUILDING MANUFACTURER VAPOR BARRIER 5/6, GYPSUM WALL BOARD 3 I/2' BATT INSULATION 5/8° CaYPSUM 2.4 STUDS WALL BOARD @ 16' O.C. W1A, ADD 7/16" OSP, USE WATER RESISTANT GYP. BOARD IN SHEATHING UNDER 1 AREAS OF WET LOCATION AS REQ'D BY SIDE OF GYPSUM CODE BOARD FOR SHEAR AALL 7Y1zr: Ni 5GALE: 1 1/2" = P - O" AI.1 WALL ROARD 4 16' 0. C. USE WATER RESISTANT GYP. BOARD IN AREAS OF WET LOCATION AS REO'D BY CODE HALL TYFE— Y�12 SCALE: 1 1/2" = I' - O" AI.I MALL TYPr= 5GALE: 1 1/2" = P - O" UL CLASSIFICATION: DESIGN No. V421, 1 -HOUR FIRE RESISTANCE RATING AALL AT SIMILAR: METAL BUILDING WALL ASSEMBLY IS i TALL 7YFE ACGOMMODA NE NEWWORKO TO 5GALE: AS REQ'D TO 5GALE: 1 1/2" = I' - O" 2x4 STUDS 4 16" O.C. i 1/2' WOOD SHEATHING AALL TYPr 5GALE: 1 1/2" = V- O" AI.I NEW 3 -HR �— RATED WALL ASSEMBLY, SEE ASSEMBLY BELOW 1' AIR SPACE METAL PANEL SIDING I IKIr VVI--\L-L- - J 1 IV VK EXISTING UL U415 UL SYSTEM G METAL 1' GYPSUM LINER PANEL, TYPE 'SLX' BUILDING STEEL STUDS 2-1/2' CH STUD, 20 GA. ® 24' O.G. WALL (3) LAYERS OF 5/8' TYPE 'X' GWB ATTACH TO METAL STUDS WITH TYPE 'S' WITH TYPE S DRYWALL SCREWS ®24' O.G. MALL TYPrz W� 50ALE: 1 1/2" = 1' - O" AI.I 0 m 0 m w Q 0 w U Q W 2 w O Z w V) z 0 U Z 3 O V) Q w 0 0 V) z CD m w 0 vi 0 z Q 0 L� O w V) O w N O Q z Z Q J O Z 0 U 0 Z Q a_ S w Z O J O Z_ Q A U w 2 U Q w 0 Z Q CD a_ O U m 0 W U A 0 W W of Q V) z CDW Z Q c, z_ Q 0 cU J J W w Q U O co V) Q 48 E BRENT A. McFARLAND AR -2561 JULY 29, 2022 STATE OF IDAHO C) <r W m o_ Q 0 o m X w rl U 0 m I u vp] w z w t� > ®i Q 0 0 m C2 N CONSULTANTS: 0 Q Z �v O zIL O � Z � O O Z � J U C C.7 Z O Q REVISION: DRAWN BY: JOB NO: BAM 913 CHECKED BY: DATE: BAM JULY '22 PLOT DATE: 8-08-22 DRAWING N0. FILE: 913-A1.1 * AM A1.1 3 OF EAST ELEVATION p e 1 sem■ Fl1;ml wo,m I1-01: 0 T NORTH ELEVATION SGALE: 1/8"=l'-0" Cim T KEYNOTES OI 50" HIGH BACKLIT TEXT O2 18" TALL BACKLIT TEXT O3 PRE -FINISHED METAL PANELS, SIZES VARY, COLORS BY OWNER PANEL 51ZE RATIO TO BE I bI8 I ® COMPANY L060, BACKLIT SIGN O METAL BUILDING BY BUILDING MANUFACTURER O EXISTING METAL BUILDING O 11" TALL BACKLIT TEXT ® PROPOSED BRANDING LOCATION T 0 m _ 0 m w Q U _ U Q W 2 O z w V) z 0 U Z Ld 0 V) Q w 0 0 V) Z CD W 0 Z Q 0 0 w V) 0 W N_ O _ D Q Z D Z Q J O Of z O U D Z Q W _ (n W Z O J Q O Z_ Q W !Y U W 2 U of Q w _ D Z Q _ CD W O U m 0 W U w 0 m w of Q V) z CD m w 0 0 z Q (n c, z_ Q 0 cU J J W w Q U O V) Q 48 M BRENT A. McFARLAND AR -2561 JULY 29, 2022 STATE OF IDAHO C) <r 00 W m o_ Q 0 o m X w rl U 0C—n I A�w] w _ Y L_ z 0 I Z ``'/ o m N Ln CONSULTANTS: 0 Q l� NV V Z O Iuj 91 O � N LLI U LLI cD Z x O Q REVISION: DRAWN BY: JOB NO: BAM 913 CHECKED BY: DATE: BAM JULY '22 PLOT DATE: 8-08-22 DRAWING N0. FILE: 913-A2.1 * A2.1 A2.1 OF 3 21 GLAZING LEGEND DOOR S C H EDU L E 1 1" INSULATED ,LOW -E, TEMPERED W Q 2. 1/4" CLEAR TEMPERED Lu Q HARDWARE LEGEND Lu V t(1 ALL WALL lu v lfl � Lu N Lu N 1 = 1" INSULATED, LOW 'E' T HOLLOW METAL, D 0 0 R F R A M E Q A. (3) 4" HINGES (PER LEAF) REMARKS Y W = Z � Q I-- Q B. (1 SET) SMOKE SEAL N Q T=TEMPERED < < Ci S = SUNSHADE _ C. (3) SILENCERS A SRC<F— FACTORY I U? co D. LEVER PASSAGE SET ALUMINUM E LEVER LOCKSET, VERIFY FUNCTION W/ OWNER SIZE w cc F. CLOSURE �J N m G. BY DOOR MANUFACTURER J J z w H. THRESHOLD AND SWEEP J. KICKPLATE a 0 w a � m K. EMERGENCY EGRESS HARDWARE W = Z w = Z o w REMARKS Z cy-0 0 V �— N Q 0 Q �— ~ Q u= 1 NEW DOOR/FRAME IN EXISTING WALL Q Q O _ w= Q Z J Q Z Q w 2. FIELD VERIFY WALL CONSTRUCTION N 112—Q _ 0 13— LL :m w Q J 3. DOOR SHALL HAVE ELECTRONIC POSITION INDICATOR 4. DOOR SHALL HAVE ELECTRIC STRIKE &BADGE/FOB READER &REQUEST TO EXIT 100A ® 0 A 3'-0" 7'-O" 1-3/4" ALUM FACTORY Al A 3 ALUM FACTORY — G,H — 101A 0 0 B 3'-0" 7'-0" 1-3/4" ND STAIN 0 B 1 H.M.I. PAINT - A,C,E - 102A 0 0 B 3'-0" -r'-p" 1-3/4" AD STAIN 0 B 1 H.M.I. PAINT - A,C,E - 103A 0 0 B 3'-0" 7'-0" 1-3/4" AD STAIN B 1 H.M.I. PAINT - A,C,E - 104,4 0 0 B 3'-0" 7'-0" 1-3/4" AD STAIN 0 B 1 H.M.I. PAINT - A,C,E - 105A 0 B 3'-0" 7'-0" 1-3/4" AD STAIN 0 B 1 MTL. PAINT - A,C,E,F,J - 1055 0 0 B 3'-0" 7'-0" 1-3/4" H.M.I. PAINT 0 B 1 H.M.I. PAINT - A,B,F,H,J,K 3 1064 0 0 0 3'-0" 7'-0" 1-3/4" AD STAIN20 B 2 H.M.I. PAINT - A,C,E,F 3 10(o5 0 0 B 3'-0" 7'-0" 1-3/4" H.M.I. PAINT 0 B 1 H.M.I. PAINT - A,B,F,H,J,K 3 1060 0 0 B 3'-0" 7'-0" 1-3/4" H.M.I. PAINT 0 B I H.M.I. PAINT 180 A,B,E,F,J 1, 2, 3 106D ® 0 B 3'-0" 7'-0" 1-3/4" H.M.I. PAINT 0 B 1 H.M.I. PAINT - A,B,F,H,J,K 5,4 IOSA 0 0 B 3'-0" 7'-0" 1-3/4" AD STAIN B I H.M.I. PAINT - A,B,E,J - 1055 0 0 B 3'-0" 7'-0" 1-3/4" AD STAIN 0 B 1 H.M.I. PAINT - A,B,E,J 3 109? ® 0 B 3'-0" 7'-0" 1-3/4" AD STAIN 0 B I H.M.I. PAINT - A,B,E,F - 1095 0 0 B 3'-0" 7'-0" 1-3/4" AD STAIN10 B 1 H.M.I. PAINT - A,B,E,F 3 110A 0 0 B 3'-0" 7'-0" 1-3/4" AD STAIN 0 B 1 H.M.I. PAINT - A,B,E,F - E100A ® 0 B 3'-p" 7'-p" 1-3/4" H.M.I. PAINT 0 B 1 H.M.I. PAINT - A,B,F,H,J,K 1,2 21 SEE SGHED. SEE SCHIED. W Q GLAZING TYPES Lu Q w Lu V t(1 ALL WALL lu v lfl � Lu N Lu N 1 = 1" INSULATED, LOW 'E' T HOLLOW METAL, A Q 0 REMARKS Y SCALE: N.T.S. SEE SCHEDULE ,n N FRAME SCALE: N.T.S. SEE SCHEDULE 2 T*Ifo PrzS G 2'1 z H v� V ALUMINUM STORE FRONT A FRAM SCALE: N.T.S. 5'-0" 2" 5'-0"2" 5'-11 2" 5'-111 N WINDOW SCHEDULE 2� --�N CL GLAZING TYPES FIELD VERIFY w ALL WALL THICKNESS PRIOR } TO ORDERING 1 = 1" INSULATED, LOW 'E' INSULATE FRAME HOLLOW METAL, INSULATE Q 0 5'-0" 2" 5'-0"2" 5'-11 2" 5'-111 N WINDOW SCHEDULE CL GLAZING TYPES H 1 = 1" INSULATED, LOW 'E' J Q 0 REMARKS Y W = Z � Q I-- Q (/) Z N Q T=TEMPERED < < Ci S = SUNSHADE THERMAL A SRC<F— FACTORY I T, S ALUMINUM 3 211 5'--111 211 5'--l" 211 51-011 211 51-OII 1211 _ 1. ELEV. IOO'-0IOO'—O� F.F. A I N V 0 A SCALE: 1/4" - I' -O" T TYPE- S ❑A 0 LdH- m 0 m w Q 0 H- U Q W 2 O z W V) z 0 U z Ld F- O V) Q W 0 0 V) z CD m W 0 Z Q 0 _ 0 W V) 0 w N O Q z z Q J O Of z 0 U 0 z Q W Z 0 J Q O F- z Q W U W U of Q w _ D Z Q _ CD lY W O U m 0 W F- 0 LdF- 0 m w of Q V) z CD m W 0 0 z Q z Q 0 J J W W F - Q U O V) Q 48 M BRENT A. McFARLAND AR -2561 JULY 29, 2022 STATE OF IDAHO o <r co wco 0 a Cl o < co CX U 0� gyp] w I Ld z w t^ > d0 0 Nz0 m CONSULTANTS: O lu Q i z�O IL ell � Z O � f� < O CD C-;$ z o Q o REVISION: DRAWN BY: JOB NO: GDR 913 CHECKED BY: DATE: BAM JULY '22 PLOT DATE: 8-08-22 DRAWING N0. FILE: 913 -A3.1 -DS * A3.1 A3.1 OF 3 5TRUCTURAL NOTES: I. PROVIDE 8" x 14" SHOVEL FOOTING UNDER ALL BEARING WALLS. PROVIDE 5/8" DIA. ANCHOR BOLT5 48" O.G. 2. TYPICAL DOOR OPENING, I TRIMMER $ 1 KING STUD PER 51DE 3. TYPICAL SHEAR WALL, ATTACH 7/16" 0515, 1 51DE BLOCKED. EDGE NAILING Sd COMMON ® 6" O.G., FIELD NAILING Sd COMMON ® 12" O.G. 1/2" DIA. A.B. W/ 1/4"x3"x3" PLATE WA5HER5 AT 48" O.G. 4. FLOOR SHEATHING; 3/4" APA RATED FLOOR SHEATHING W/ IOd COMMON NAILS AT 6" O.G. AT PANEL EDGES / BOUNDRY AND ® 12" O.G. IN THE FIELD L.OPT r -L OOR r -RAM I N,G PLAN 50ALE: 1/4" = I' -O" m 0 5EE FRAMING \ PLAN FLOOR A55EM5LY, 5EE FRAMING PLAN 11" MIN. 11" wit (4)2X12 STRINGERS GUARDRAIL,--/ SEE DETAIL 1/51.1 1 1/2" O.D. STEEL PIPE HANDRAIL PAINTED NOTCH 5TRINGE::�/ FOR 2X4 %" X 4" GONG. ANCHOR BOLTS ® 12" O.G. STAIR SECTION A 5GALE: 1/4"=I' -O" IQ �-1 12" 12" L 0-5 GLR. I" 5GUARE TUBING AT 4" OIG WELDED - TO 1 1/2" 50. TOP AND BOTTOM RAIL. n ALL WELDS TO BE GROUND SMOOTH, OR MATERIAL A5 5ELEGTED BY OWNER GUAR=ORA I L. SGALE: 1/2"=1'-0" I �� 1 0 H m_ 2 O w w Q U Ld U Of Q W 2 L� O Z W V) z 0 U Z Ld D O V) Q W 0 0 z CD V) Ld 0 vi c� z Q 0 0 LL] co D 0 LL] N_ O _ D Q Z D r z Q J O Z O U 0 Z 0- _ In W Z O J Q 0 N Z_ Q W U W 2 LrU Q W _ O Z _ 0 U m 0 W U Ld O W Z CD U) W 0 0 z Q 0 z Q 0 C) J J W Ld Q C) O Q Q BR NT A. McFARLAND AR -2561 JULY 211, 2022 STATE OF IDAHO o u 0 0 M X F. w U¢ a� ®N I Ld Ld z Ld t� > �I ¢ 0 z 0 m N CONSULTANTS: Q v v V � w U Z OIL � o REVISION: DRAWN BY: JOB NO: BAM Q 13 CHECKED BY: DATE: BAM JULY '22 PLOT DATE: 7-29-22 DRAWING N0. FILE: 913 FRAMING * S1.1 S1.1 OF m Mr:fm FLOOR PLAN 50ALE: 1/8" = 1'-0" (24")<36") +NMTO 1/16" = 1'-0" (12"x18") NTS = 11 "xf7" Kr=*�NOTES O EXIT SIGN WITH EMERGENCY LI6HTIN6 O EXTERIOR EMERGENCY LIGHTING O GAS FIRED UNIT HEATER (2) 10 TON HEATERS O UNIT HEATER EXHAUST O GAS FORGED AIR UNIT (1) 20 TON UNIT © SUPPLY AIR DUCTING O SUPPLY LOUVER O8 DROP SUPPLY/RETURN DUCT TO SPACE BELOW O RETURN AIR DUCTING 10 RETURN AIR GRILLE II ELECTRICAL SUB -PANEL LOCATION FEED FROM EXISTING SERVICE o' Rm ME MEF LOS=T FLOOR PLAN 5GALE: 1/811 = 11-011 (24 x36 ) f TM 0 m D-- 0 w w Q U w _ U Q W 2 w O Z w z 0 U Z O Q w 0 0 z CD m w 0 vi CD z Q 0 w 0 w cn D 0 w N_ O _ D Q Z D Z Q J O Z 0 U Z Q W_ _ W Z 0 J Q O Z_ Q W !Y U W 2 U Q w _ Z Q _ CD W O U m 0 W U 0 m w of Q cn z CD m W Z Q (n CD Z Q of 0 C) J J W W Q U 0 co cn Q 48 M BRENT A. McFARLAND AR -2561 JULY 29, 2022 STATE OF IDAHO C) <r co W m o_ a Cl o m X w 0cn I Lu Ld z w 0 0 m C2 N CONSULTANTS: 0 Q of - OL Q Q Iuj � Z � Q Q V ZZ < J ULu C C.7 Z O Q REVISION: DRAWN BY: JOB NO: BAM 913 CHECKED BY: DATE: BAM JULY '22 PLOT DATE: 8-08-22 DRAWING N0. FILE: 913-M1.1 * MEP1.1 MEP1.1 N N of 1