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HomeMy WebLinkAboutUPDATED PLANS - 22-00699 - Mountain Archery - AdditionCODE REVIEW GO\/ERN I NG BUILDING CODE 2018 I BG GRA\/ITY DESIGN MINIMUM: FIRE SUPPRESSION LOAD NO DEAD LOAD ROOF 20 P5F SNOW LOAD ROOF SNOW 3cl PSF LOFT LEVEL DEAD LOAD: 20 PSF L I \/E LOAD: 100 PSF 5TAIR DEAD LOAD: 60 PSF L 1 VE LOAD: 100 PSF WIND DESIGN: BA51C WIND 5PEED (3 SEG. (5UST) 120 MPH EXPOSURE G SEISMIC DESIGN: SEISMIC D SOILS: SOIL BEARING PRESSURE 1500 P5F* MINIMUM FROST COYER 36 I NCHE5 BUILDING OCCUPANCY: M $ 5-1 CONSTRUCTION TYPE : 111-8 ALLOWABLE HEIGHT: 55 FEET, ACTUAL: 28'-2" FEET ALLOWABLE 5TORIE5: M: 3, ACTUAL 5TORIE5: 2 5-1: 2, ACTUAL 5TOR1 E5: 2 ALLOWABLE AREA (M): I -z1,000 S.F., ACTUAL AREA: 10,0005.F. ALLOWABLE AREA (5-0:12,500 5.F., ACTUAL AREA: -11555 S.F. OCCUPANCY 5EPARATI ON: BETWEEN 5-1 $ M; NOT REaU I RED FIRE SPRI Ni<LER (M, AREA #1): 8,000 S.F. < 12,000 S.F. = NOT REG2U I RED FIRE SPRINKLER (5-1, AREA #2) : 1,555 S.F. < 12,000 S.F. = NOT REOU I RED HIGH FILED STORAGE: NO, SPRINKLER SYSTEM NOT REOU I RED OCCUPANCY LOAD PLUMBING FIXTURE COUNT WAREHOUSE: 16 TOTAL OCCUPANTS: 144 SHOOTING LANES: 64 FEMALE: -72 MERCANTILE: 5-T MALE: -12 LOFT (STORA(5E): 2rt REa'D WA7ERCLO5E7: I PER 500 TOTAL: 144 REa'D LA\/ATORY: I PER 750 WC PRO\/IDED: I MALE / I FEMALE LA\/ PR01/IDED: I MALE / I FEMALE DRIN<NG FOUNTAIN: I REO'D, I PR01/IDED GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE JRW DRAWINGS, EQUIPMENT MANUFACTURERS DRAWINGS AND PRE-ENGINEERED METAL BUILDING DRAWINGS WHERE APPLICABLE. 2. ALL CONSTRUCTION TO BE TO CURRENT ADOPTED CODES AND REGULATION OF SUGAR CITY. 3. PRIOR TO ANY EXCAVATION, CONTRACTOR TO VERIFY AND LOCATE ALL UNDER GROUND UTILITIES. 4. PROVIDE FIRE BLOCKING IN STUD WALLS PER IBC SECTION 716.2 AND AT 10'-0" O.C. MAX. BOTH VERTICALLY AND HORIZONTALLY AND AT CEILING INTERSECTIONS. 5. ALL PROJECT CONSTRUCTION TO MEET CURRENT ANSI, ADA -AG, AND IBC REQUIREMENTS, INCLUDING SIGNAGE, DOOR HARDWARE, CLEARANCES, AND 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, CORNERS, ETC. FOR A WEATHER -TIGHT AND INSECT RESISTANT BUILDING. 9. MAXIMUM SLOPE AT DOOR LANDINGS AND CROSS SLOPE SHALL NOT EXCEED 2% 10. EXIT LIGHTING AND EXIT SIGNS SHALL COMPLY WITH SECTION 1008 AND 1013. 11. PER TABLE C402.1.3 OF THE IECC BUILDING PERIMETER SHALL RECEIVE A MINIMUM OF R10 INSULATION, A MINIMUM OF 24" BELOW SLAB NVA IT A 0— $z 1 SUGAR CITY, C m c) CQ m LOFT FLOOR PLAN MAIN FLOOR PLAN G017rz PLAN SOLE: N.T.5. IDAHO DRAWING AR -2561 No. GENERAL STATE OF IDAHO G1.0 COVER SHEET & INDEX TO DRAWINGS G1.1 CODE SHEET, STANDARD ADA REQUIREMENTS cl0 M SITE DEVELOPMENT WO SD1.1 SITE PLAN - SD1.2 SITE PLAN - GRADING e W SD1.3 SITE PLAN - UTILITIES SD2.1 SITE PLAN - DETAILS s�wJ w z — I � w ARCHITECTURAL A1.1 MAIN AND LOFT FLOOR PLANS N A2.1 EXTERIOR ELEVATIONS CONSULTANTS: A3.1 DOOR AND WINDOW SCHEDULES STRUCUTRAL S1.1 FRAMING PLAN 0 Q MECH/ELEC/PLUMBING MEP1.1 MAIN LEVEL AND LOFT PLANS 0 w m O w Q U w U Q w _ O Z w co Z O U Z w af O Q w 0 Of O cn Z CD cn w 0 Z Q 0 _ O w 0 w N_ x O Q Z Z Q J O Of Z O U 0 Z Q _ w Z O J O cn Z Q w U w _ ckfU Q W _ 0 Z Q _ 0 U m 0 W U 0 _ W Q cn Z CDw w 0 0 Z Q U Z Q of 0 J J w Q U O V) Q CG BRENT A. McFARLAND AR -2561 JULY 21, 2022 STATE OF IDAHO cl0 M WO HQ 0 - Qm e W dJ a> N s�wJ w z — I � w �a 0 O m Q z N CONSULTANTS: 0 Q l� V :3 Z 0 � N J V wCD CD z o REVISION: DRAWN BY: JOB NO: BAM q 15 CHECKED BY. DATE: BAM JULY '22 PLOT DATE: 10-06-22 DRAWING NO. FILE: 913—G1.0—CS * G1.0 G1.1 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 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