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Home My WebLink AboutSPECIFICATIONS - 14-00229 - The Grove at Riverside AptsSPE CI FI CA TIONS THE GROVE AT RIVERSIDE APARTMENTS 325 North 1St Street East Rexburg, Idaho BOOK 3of 3: Details Architect. v�HUTCHISON SMITH ARCHITECTS 270 N. 27`h St., Suite A Boise, Idaho 83702 HSA #13.168 Owner. The Grove Limited Partnership 4110 Eaton Avenue, Suite A Caldwell, Idaho 83607 Tel: 208-459-8522 Fax: 208-459-9692 1400229 The Grove at Riverside Apts Office Copy (3 of 3) SPECIFICATIONS The Grove at Riverside Apartments 325 North 1St Street East ARCHITECT Hutchison Smith Architects 270 N. 27"' Street, Ste. A Boise, Idaho 83702 , Bob Smith Tel: 208-338-1212 Fax: 208-338-0011 STRUCTURAL ENGINEER AHJ Engineers 5418 N. Eagle Rd. #140 Boise, Idaho 83713 David Haugland Tel: 208-323-0199 Fax: 208-375-5251 LICENSED ARCHITECT AR -1577 Rexburg, Idaho ARCHITECT PROJECT NO. 13.168 DATE: May 23, 2014 ELECTRICAL ENGINEER DC Engineering 440 E Corporate Drive, Ste. 103 Meridian, Idaho 83642 David Cutbirth Tel: 208-288-2181 Fax: 208-288-2182 CIVIL ENGINEER Munger Engineering, Inc. 4090 West State Street, Suite 29 Boise, Idaho 83703 Matt Munger Tel: 208-426-8314 Fax: 208-426-8319 ��GENSFo yam..-- ROBERT . SMITH I $TATE OF IDAHO I 1 5/27/14 MECHANICAL ENGINEER DC Engineering 440 E. Corporate Drive, Ste. 103 Meridian, Idaho 83642 Jared Miller Tel: 208-288-2181 Fax: 208-228-2182 LANDSCAPE ARCHITECT Beck & Baird Landscape Architects 1523 W. Hays Boise, Idaho 83702 Dan Baird Tel: 208-342-4811 Fax: 208-342-3342 �S\ONAL F a0�� EN&�y 130 (P 9g9Tf OF \�P4v Fp FL M\ \. 5/27/14 The Grove at Riverside 325 North 1" Street East, Rexburg, Idaho SECTION 00010 TABLE OF CONTENTS BOOK 1: DIVISION 0 - CONTRACTING REQUIREMENTS Invitation to Bid Bid Proposal Subcontractor's/Supplier's Acknowledgement Statement Agreement and General Conditions of the Contract for Construction, AIA Documents A101-2007 and A201-2007 Supplementary Conditions 00800 Contractor Payment Procedures Contractor's Certification Subcontractor's Certification and Representation Special Equal Opportunity Provisions Geotechnical Engineering Evaluation Geotechnical Engineering Evaluation — Addendum #I DIVISION 01 - GENERAL REQUIREMENTS 011000 Summary 012300 Alternates 012500 Substitution Procedures 012600 Contract Modification Procedures 012900 Payment Procedures 013100 Project Management & Coordination 013200 Construction Progress Documentation 013300 Submittal Procedures 014000 Quality Requirements 014200 References 015000 Temporary Facilities and Controls 016000 Product Requirements 017300 Execution 017419 Construction Waste Management 017700 Closeout Procedures 017823 Operation & Maintenance. Data 017839 Project Record Documents 017900 Demonstration and Training 018114 Sustainable Design Requirements: LEED for Homes —Multi -Family LEED For Homes Preliminary Rating Checklist LEED For Homes Rating System NWBOPl MF Northwest ENERGY STAR® Homes Program Requirements For Multifamily Dwellings, Updated 12/12/2013. Northwest ENERGY STAR& Homes, Version 3 (Rev. 02) Inspection Checklists, Revised 04/15/2013 DIVISION 02 — EXISTING CONDITION 024119 Selective Demolition DIVISION 03 - CONCRETE 033000 Cast -in -Place Concrete 034500 Precast Architectural Concrete 035413 Gypsum Cement Underlayment Fhe Grove Apartments/13.168 Table of Contents 00010. 1 DIVISION 10 - SPECIALTIES 101423 Panel Signage 101426 Post and Panel Signage 102650 Impact -Resistant Wall Protection 102800 Toilet and Bath Accessories 104416 Fire Extinguishers and Cabinets 105500 Postal Specialties 107500 Flagpoles DIVISION 11 - EQUIPMENT 113100 Residential Appliances DIVISION 12 - FURNISHINGS 122113 Horizontal Louver Blinds 123530 Residential Casework 123623 Plastic -Laminate Clad Countertops 129300 Site Furnishings DIVISION 13 — SPECIAL CONSTRUCTION — NOT USED DIVISION 14 — CONVEYING SYSTEMS 142400 Hydraulic Elevator BOOK 2: DIVISION 21— FIRE SUPPRESSION 210500 Common Work Results for Fire Suppression 210548 Vibration and Seismic Controls for Fire Suppression Piping and Equipment 211000 Water Based Fire Suppression Systems DIVISION 22 — PLUMBING 220000 General Provisions for Plumbing Work 220500 Common Work Results for Plumbing 220519 Meters and Gages for Plumbing Piping 220523 General Duty Valves for Plumbing Piping 220529 Hangers and Supports for Plumbing Piping and Equipment 220548 Vibration and Seismic Controls for Plumbing Piping and Equipment DIVISION 23 — HEATING, VENTILATING AND AIR CONDITIONING 230000 General Provisions for HVAC Work 230500 Common Work Results for HVAC 230529 Hangers and Supports for HVAC Piping and Equipment 230548 Vibration and Seismic Controls for HVAC Piping and Equipment 230553 Identification for HVAC Piping and equipment 230593 Testing, Adjusting, Balancing for HVAC 230700 HVAC Insulation 231123 Facility Natural -Gas Piping 233113 Metal Ducts 233300 Air Duct Accessories 233423 HVAC Power Ventilators 233600 Air Terminal Units 233713 Diffusers, Registers and Grilles 236313 Air -Cooled Refrigerant Condensers -he Grove Apartments/13.168 Table of Contents 00010-3 A213 Planter Plan A214 Garden Planter Wall A215 Enlarged Plan at Ramp A216 Ramp Section A217 Ramp/Handrail Elevation A218 HVAC Pad A219 Thickened Slab Edge A220 Downspout Connection A221 Temporary Project Sign A300 Exterior Foundation Wall A301 Concrete Slab at Door Opening A302 Foundation at Patio A303 Foundation at Wing Wall A304 Grade Beams at Storage A305 Balcony Column at Grade Beam B305 Entry Column and Balcony Column Pier A306 Interior Shear Wall Foundation B306 Interior Bearing Wall Foundation A307 Wood Stringer and Slab on Grade A308 Patio Edge A309 Elevator Pit B309 At Door of Elevator C309 Elevator Sump A310 Column at Concrete Slab A311 Steel Column — Interior Footing B311 Concrete Slab Isolation Joint at Column A400 Stone Wainscot and Cap A500 Elevator Pit Ladder A501 Guardrail at Balcony B501 Guardrail Conn/Plan View C501 Guardrail Corner Post A502 Guardrail at Balcony A600 Truss at Stud Wall A601 Scissor Truss at Stud Wall A602 Truss at Beam A603 Truss at Beam A604 Truss at Beam A605 Framing Detail at Gable End A606 Framing Detail at Roof Step A607 Truss at Stud Wall A608 Framing Detail at Overbuild A609 Framing Detail at Gable End A610 Truss at Balcony Wing Wall A611 Truss at Exterior Storage A612 Framing Detail at Overbuild A613 Low Roof at Wall Line B613 Low Roof at Wall Line A614 Truss at Corridor Wall A615 Truss Pocket for Beam A616 Truss Framing at Corridor A617 Truss Framing at Corridor A618 Attic Walkway above Corridor A619 Roof Detail at Elevator Shaft B619 Roof Detail at Elevator Shaft A620 Blocking at Ceiling Level — Elevator Shaft The Grove Apartments/13.168 Table of Contents 00010-5 A662 Horizontal Beam in the Wall at Stair B662 Horizontal Beam in the Wall C662 Beam to Wall Connection at Stair A663 Not Used A664 4'-0" High Wall at Laundry A665 Section at Mailboxes A666 Not Used A667 Balcony Section A668 Balcony Section A700 Gutter Detail A701 Step Flashing Detail A702 Plumbing Vent Detail A703 Flue Vent Detail A704 Valley Flashing Detail A705 Ridge or Hip Vent Detail A706 Fire Stop Pipe Penetration A707 Fire Stop Cable Penetration A708 Flashing at Electrical Panel A709 Mounting Block Detail at Siding A710 Mounting Block Detail at Stone A801 Window Sill at Stone A802 Window Jamb at Stone A803 Window Sill at Siding A804 Window Jamb at Siding A805 Window Head at Siding A806 Door Jamb at Stone A807 Door Jamb at Siding A808 Door Head at Siding A809 Door Threshold Detail A900 Gypsum Board Suspended Ceiling Grid System A901 Gypsum Board Suspended Ceiling Grid System INDEX OF DRAWINGS A0.0 Cover Sheet CIVIL C0.0 ALTA Survey C1.0 Cover, Notes & Plan Index C2.0 Site Grading and Drainage Plan C3.0 Grading and Drainage Details C3.1 Grading and Drainage Details C4.0 Site Utility Plan LANDSCAPE L1.0 Landscape Plan ARCHITECTURAL A1.0 Architectural Site Plan A1.2 Accessibility Site Plan A2.0 First Floor Plan A2.1 Second Floor Plan A2.2 Third Floor Plan A3.0 Unit Floor Plans & Interior Elevations A3.1 Accessible Unit Plans & Interior Elevations A3.2 First Floor- Common Area Plans & Interior Elevations A3.3 Second Floor- Common Area Plans & Interior Elevations The Grove Apartments/13.168 Table of Contents 00010-7 P4.1 Plumbing Fire Penetration Details P4.2 Plumbing Radon Details P5.0 Plumbing Riser Diagrams P8.0 Plumbing Schedules Electrical E0.0 Electrical Cover Sheet E0.1 IECC Energy Compliance E1.0 Electrical Site Plan EI.1 Electrical Site Photometric Plan E2.117 Electrical Fire Alarm Plan -First Floor E2.11 Electrical Lighting Plan -First Floor E2.1 p Electrical Power Plan -First Floor E2.1 s Electrical Special Systems Plan -First Floor E2.217 Electrical Fire Alarm Plan -Second Floor E2.21 Electrical Lighting Plan -Second Floor E2.2p Electrical Power Plan -Second Floor E2.2s Electrical Special Systems Plan -Second Floor E2.3f Electrical Fire Alarm Plan -Third Floor E2.31 Electrical Lighting Plan -Third Floor E2.3p Electrical Power Plan -Third Floor E2.3s Electrical Special Systems Plan -Third Floor E3.0 Electrical Schedules E4.0 Electrical Details E4.1 Fire Alarm & Special System Details E4.2 Special Systems Details E5.0 Riser Diagram E6.0 Two Bedroom Unit Electrical Plan E6.1 Three Bedroom Unit Electrical Plan E6.2 Electrical Enlarged Plans END OF TABLE OF CONTENTS Che Grove Apartments/13.168 Table of Contents 00010-9 CONSTRUCTION DETAILS 6 BOLLARDS EACHRECESS TOP OF SIDE, SEE 5/201 FOUNDATION 8" 4 7 F- OVERPOUR SLAB 6" BOLLARD, SEE 5/201 E RECESS TOP OF CONCRETE CURB. FOUNDATION 811 4 SEE CIVIL DRAWINGS OVERPOUR SLAB CONCRETE CURB. SEE CIVIL DRAWINGS TRASH ENCLOSURE PLAN Scale: 1/4" = I' -o" J:U4W � SMITH HUTCHISON ,i ARCHITECTS 270NM 221h SL B 4ID.83702 (208)338-1212 FA (208)339MIi M .hil .. 13168 DRAYM TAI DATE MAY 23, 2014 SHEET CROWN TOP j 6"0 SCHEDULE 40 STEEL i PIPE BOLLARD. FILL WITH CONCRETE 4 PRIME 4 PAINT MINIMUM (2) l FINISH COATS ENCLOSURE SLAB 18444" DEEP s CONCRETE FOOTING. BOLLARD BsCaie: iir = r-oi SIMULATED STONE CAP TO MATCH BUILDING SPLIT FACE GMU WITH INTEGRAL COLOR PRECAST CONCRETE CAP L--------- ------ 2083 L------------------------ SIMULATED -------------- ----- SIMULATED STONE VENEER WAINSCOT TO MATCH BUILDING — TRASH ENCLOSURE ELEVATION- L41) LEVATIONA scale: 1/4ii = REVISION>� X68 SHEET HUTCHISON SMITH °RTM 20-1 �i ARCHITECTS DATE 13168 270 NOM 47IM1 Bt Mm ID. 8]]02 (408)3J8-1314 PAX (208) ]]8-0011 hnv�hita¢.wm MAY 23, 2014 inn— Ana 6" BOLLARDS EACH SIDE, SEE 5/201 - PRECAST CONCRETE GAP SPLIT FACE CMU WITH INTEGRAL COLOR SIMULATED STONE CAP TO MATCH BUILDING 51MULATED STONE VENEER WAINSCOT TO MATCH BUILDING TRASH ENCLOSURE ELEVATION 1//Z" = r-o�l L-- — — — — — — — — — — — — SIMULATED STONE GAP TO MATCH BUILDING SIMULATED STONE VENEER WAINSCOT TO MATCH BUILDING TRASH ENCLOSURE ELEVATION Sca!s: I/4" _ '-011 REVISIONS k4Wq-� SMITH ISON JLJIV,oB ARCHITECTS 390 NOM 27th St Boitt. m. 93702 (208)138-1212 FAN(209)118-011 hveercAu.'.. 13168 DRAVM TM DATE MAY 23, 2014 SHEET 202 13168 JIM A om L-- — — — — — — — — — — — — SIMULATED STONE GAP TO MATCH BUILDING SIMULATED STONE VENEER WAINSCOT TO MATCH BUILDING TRASH ENCLOSURE ELEVATION Sca!s: I/4" _ '-011 REVISIONS k4Wq-� SMITH ISON JLJIV,oB ARCHITECTS 390 NOM 27th St Boitt. m. 93702 (208)138-1212 FAN(209)118-011 hveercAu.'.. 13168 DRAVM TM DATE MAY 23, 2014 SHEET 202 13168 ENCLOSURE FLOOR SLAB ACCESS SIDEWALK BEYOND —\ SILL CONDITION T OPENING SGa I E?: 1/2" I' -ill" PRECAST CONCRETE CAP WITH DRIP KEW T.O. CMU 3=.. Sx8xlb SPLIT FACE CMU INTEGRAL COLOR WITH VERTICAL REINFORCING AT 32" O.C. IN CENTER OF WALL PER STRUCTURAL BOND BEAM: WITH REINFORCING AT 48" O.C. AND TOP a BOTTOM PER STRUCTURAL. FULLY GROUTED PRE -FINISHED METAL FLASHING WITH HEMMED EDGE SET IN CMU JOINT OVER STONE CAP. T.O. STONE � SIMULATED STONE CAP TO MATCH BUILDING � SIMULATED STONE VENEER WAINSCOT w TO MATCH BUILDING Q ACCESS SIDEWALK DOWELS TO MATCH 6 LAP WALL REINFORCING. LAP INTO GRADE BEAM PER STRUCTURAL 8.. LR GONGRETE I I REINFORCING PER STRUCTURAL "STEM WALL" I , COLD JOINT WITH f REINFORCING LAPPED INTO fn ROUGH SURFACE GRADE BEAM PER STRUCTURAL 3" q GRADE BEAM WITH REINFORCING CLR PER STRUCTURAL u NOTE: CENTER GRADE BEAM ON 2'-0" CENTERLINE OF CMU WALL ABOVE. u ENCLOSURE SECTION Scale: 1/2'' = l' -O'' -[�LW:REVIBbN& isise SHEET HUTCHISON SMITH DRAM 203 X-AV�o,A ARCHITECTS DATE 276 NaM 37Ih 5[ BOIX.IO. B3102 (308)336-1313 Fae (208) 338w1 13168 lAAY 23, 2014 Inn_OnA N USED A ScabOT H UTCHISONJL V68 SHEET DMVft TM SMITH 2®`'F �> ARCHITECTS 170 Nath 37th St Bmu,ID-BJJ@ R0PI339-1212 FAR (209)33&MII hwvcMcus anm DAT2 MAY 23, 2014 13168 9nn_9nn THE GROVE �t Riverside . n Apartment SAND BLAST LOGOS AND PAINT RECESSES BLACK MONUMENT SIGN AScale: 1/211 = P-011 HUTCHISON SMITH �) ARCHITECTS 2N Nath 27d, SL Mm, M. "M (20.9)33"-1212 FA QW)3.3"II h.w.l,iwv.. SAND BLAST OWNER'S LOGO AND PAINT RECESSES IN COLOR TO MATCH OWNER'S GRAPHICS 12" THICK STONE SLAB SAND BLAST LETTERS AND PAINT RECESSES BLACK 13108 DRAWN: TM DATE MAY 23, 2014 SHEET 205 13168 TWO FLAG POLES (1) 30'-0" HIGH WITH U.S. FLAG AND (1) 25'-0" HIGH WITH THE IDAHO STATE FLAG, SEE DETAIL A/201. SEE CIVIL/ DRAWINGS , 11. 1 1 . CONCRETE SLAB AROUND FLAG POLES, SEE DETAIL A/219 LANDSCAPE PLANTER AREA SEE LANDSCAPE DRAWINGS. 1 FIRE LANE CURB STRIPING: PAINT I i TOP AND FACE OF CURB RED TO 1 EXTENT SHOWN BY DASHED LINE. -;v 1 } I I CONCRETE CURB TYPICAL. I SEE CIVIL DRAWINGS l J n FLAG POLE ENLARGED PLAN ^J Scale: 1/4" HLITCHI S ON FIEVISroN& kia SHEET SMITH DW1"�06 1311 ARCHITECTS DATE 13168 xioHmnvm a. aa�, 3U. x3ro: 33& 1212 W3zon3 x3x-Doli nmmn,.� MAY 23, 2014 (U 30'-0" HIGH d (I) 25'-0" HIGH ALUMINUM FLAG POLE ALUMINUM BASE COLLAR SEALANT --- 4 HARDWOOD WEDGES. DRY TAMPED IN PLACE SAND. — GALVANIZED STEEL CORRUGATED GROUND SLEEVE. — (4) STEEL CENTERING WEDGES. STEEL BASE PLATE. STEEL SUPPORT PLATE 3/4"0 STEEL GROUND SPIKE. L FLAG POLE BASE - A Scale: 1 1/211= —0II HUTCHISON VI SMITH � 068 SHEET 2®7 °f mVft JL �i ARCHITECTS 3'1A NnM iI�h At Boix, W. SM 80.91 33"212FAX(2N) J]RWII M1wrcNlau.wm DATE MAY 23, 2014 13168 205-209 LOCATE ACCESSIBLE PARKING b" CURB. SEE CIVIL LOCATE ACCESSIBLE PARKING SIGNS AT BACK OF CURB, TYPICAL. DRAWINGS. SIGNS AT BACK OF CURB, TYPICAL. SEE A/209. _ — — SEE A/209. ACCESS AISLE; 4"PAINTED BORDER IVITN 4" PAINTED DIgGONAL5' AT 24".O,.C.' r � J � I / VZ— NOTE: ALL ACCESSIBLE SLOPES 19- MINIMUM., 9- MINIMUM., 2% MAXIMUM. NO PLUS OR MINUS TOLERANCE. ACCESSIBLE A PARKING STALL & RAMP � SHEET �I H STI H ISDN WAM M �i ARCHITECTS TTM 1�� DATE 13168 2'l0 NmW 2M St M., ID. RM(2"A)JJA-1213 FA%flOA)JlBfglt hcarclW tvam MAY 23, 214 PRE -CAST PANEL E. ' SLOPLd TRUNCATED DOME F DETECTABLE WARM G 1:12. MAX. 1:12 MAX,d1�N o o. AII1.1-2003 1055 ui .c AR N _ y. aA a a,as�s � ACCESS AISLE; 4"PAINTED BORDER IVITN 4" PAINTED DIgGONAL5' AT 24".O,.C.' r � J � I / VZ— NOTE: ALL ACCESSIBLE SLOPES 19- MINIMUM., 9- MINIMUM., 2% MAXIMUM. NO PLUS OR MINUS TOLERANCE. ACCESSIBLE A PARKING STALL & RAMP � SHEET �I H STI H ISDN WAM M �i ARCHITECTS TTM 1�� DATE 13168 2'l0 NmW 2M St M., ID. RM(2"A)JJA-1213 FA%flOA)JlBfglt hcarclW tvam MAY 23, 214 PRE -CAST PANEL TRUNCATED DOME DETECTABLE WARM G L5 q SUI;r-ACE PER ICG/AN51.... C AII1.1-2003 1055 ui ACCESS AISLE; 4"PAINTED BORDER IVITN 4" PAINTED DIgGONAL5' AT 24".O,.C.' r � J � I / VZ— NOTE: ALL ACCESSIBLE SLOPES 19- MINIMUM., 9- MINIMUM., 2% MAXIMUM. NO PLUS OR MINUS TOLERANCE. ACCESSIBLE A PARKING STALL & RAMP � SHEET �I H STI H ISDN WAM M �i ARCHITECTS TTM 1�� DATE 13168 2'l0 NmW 2M St M., ID. RM(2"A)JJA-1213 FA%flOA)JlBfglt hcarclW tvam MAY 23, 214 1 m" SLUE WITH WHITE 5YM50L REFLECTIVE DORDER .125 ALUMINUM SIGN AT ALL HANDICAP STALL HANgCdPPED SIGN PARKINGI ONLY III = 11-011 BLACK LETTERING in .125 ALUMINUM SIGN WITH 13168 SHEET DRAMIR TM Ad SMITH �, ARCHITECTS 2MN"w27msi. e"�,iDAM aaa�xaa1212 Fuc QW) 33""1 nmammwn,om VAN ROUNDED CORNERS �® 9 15-2 DATE MAY 23, 2014 ACCESSIBLE (AT VAN ACCESSIBLE SITE ONLY) 2" SQUARE GALVANIZED STEEL PIPE, CUT LENGTH A5 REQUIRED. PROVIDE SIGN MOUNTING HARDWARE AND PIPE CAP CROWN TOP OF FOOTING A ACCESSIBLE PARKING SIGN III = 11-011 HUTCHISON SON& 13168 SHEET DRAMIR TM Ad SMITH �, ARCHITECTS 2MN"w27msi. e"�,iDAM aaa�xaa1212 Fuc QW) 33""1 nmammwn,om �® 9 15-2 DATE MAY 23, 2014 IRJW.MiciVelli►lIp I I POLYMER -COATED CHAIN LINK FENCE FABRIC EXPANSION BOLTS I WELD PLATE PLAYGROUNp TOOLED EDGES SURFACE MATERIAL FINISH GRADE. SEE CIVIL ° d DRAWINGS 0 7 il RI °mow Oi ak v CONCRETE CURB WITH 45 CONTINUOUS ®' AT TOP d BOTTOM. d' TROWEL FINISH TOP. III „1T I I Illi --III I I I ' -III=III 6'• LANDSCAPE FABRIC 4" OF Ij" MINUS DRAIN ROCK LAYGROUND CURB P-011 AND FENCE A HUTCHISON SHEET °RTm SMITH 211 M, ARCHITECTS "z "w�w izvix aox:,�i�eas.,.� zoos�nn vm s�sAlx,l�.anapINA) vx-mu DATE MAY 23, 2014 13168 10-21 4" CONCRETE SLAB 8" THICKENED) SLAB EDGE NOTE: STOP CONCRETE CURB PER A/215 AT ENTRANCE RAMP EXPANSION JOINT FILLER NOTE: RAMP 15 3'-4" WIDE FLATGROUND SURFACE MATERIAL INSTALL OVER TOP OF RAMP CONCRETE 'RAMP', SLOPE 1:12 MAX. `RAMP AT PLAYGROUND. �8SHEET �I SMITH ISON 212 oHAwre k) ARCHITECTS na DAM 13168 fl"NwW Dtl,St Bnic, ID. A]Ap ($PP)]]A-1313 FA%(1"P)llPM11 M1p iutxl.mm MAY 23, 2014 210 -214 A PLANTER PLAN W� SMITH HUTCHISON �) ARCHITECTS 270 N.� 27&ft Boiz, l➢. VV2 (300133&1312 F" (IN33R 11 M1uvcN�xtcmm YPIGAL WEEP 13168 )PAVM TM )ATB MAY 23, 2014 SHEET 213 13168 GARDEN TOP $OIL 32" OR 18" ABOVE FIN15H _ GRADE PER SITE PLAN in ROLL-ON "WLKEM" 201 RUBBERIZED DAMP PROOFING FULL HEIGHT. APPLY TO MIN. - (90 MIL THICKNE55. AFTER_ - CURING APPLY GRAVEL t FILTER FABRIC I I I I CU. FT. OF GRAVEL }j '�I WITH FILTER FABRIC �liltrll ll AT EACH WEEP HOLE •�,-�.ril-: � COMPACTED zTIL:-i BACKFILL Fill PRECAST CONCRETE COPING CAP WITH 3/4" RADIUS TOP EDGES AND MITERED CORNERS DRIP KERF CULTURED STONE VENEER 2" 0 PVC PIPE AT 48" O.G. FOR WEEP HOLES FINISH GRADE COMPACTED PLAYGROUND SURFACE MATERIAL CONCRETE WALL WITH REINFORCING PER STRUCTURAL CONCRETE FOOTING WITH REINFORCING PER STRUCTURAL A GARDEN PLANTER WALL FEVMK*e 068 SHEET HUTCHISON / SMITHTa oaTM 214 ARCHITECTS DATE 13168 MN.W i]0, 9t B,wc, ID. 83"2 (208) 339-1212 FA%fi0A1JJA-0011 InaaercM1ila".am, MAY 23, 2014 210-214 Scab: I/8" = P -O" THUTCHISON SMITH tiEV16pN8: SHEET 215 �) ARCHITECTS DATE 13168 i]O Nath3]N Pt Bnve, ID. PJ703 (209)33F1213 FPX QW) J3PAOIl h kxas.mm MAY 23, 2014 915-917 I GRADE. SEE CIVIL DRAWINGS v n RAMP SECTION Scale: 3/411 = I1_011 HMTHISDN ll!To ARCHITECTS 2M Nonb 2M S1. Mm, 1D. 83N2 1208)13&-1212 FA QN)lliC"11 Ku WWM.w TOP RAIL: 1 1/2" O.D. (Ib(oll O.D.) STEEL PIPE TTPICAL, POWDER COAT INTERMEDIATE RAIL: 11/2" O.D. STEEL PIPE, POWDER COAT VERTICAL POST 1 1/2" OD. STEEL PIPE, POWDER COAT, EQUALLY SPACED. BOTTOM RAIL: 1112" O.D. STEEL PIPE, POWDER COAT GRADE, SEE CIVIL DRAWINGS PIPE SLEEVE. PIPE 2 1/2 STD x 611 (2.88" OD.)., WITH (2) 5/84 x 511 HA.S. 13168 DRAWN TM DATE MAY 23, 2014 SHEET Y 4 V J 5 0 O J C I I OY J ] ] ry v w f — I ' W ° WLu w Lt - W 'S1_011 I T Q o i Lu N -- 11 � O aw (3IL� MAX. Lu <) JRAMP RISE HUTCHISON FEVSaft SHEET DM TM217 SMITH -i ARCHITECTS iAM 2M NOM i'M Sc M., ID. S3'NI liOA)33A-1312 FA PW)33R 11 M1uu,:M1ilm.am MAY 23, 2014 13168 215-217 HVAC CONDENSING UNIT EXTERIOR WALL OF BUILDING 21. lY4'1 CLEAR VERIFY WITH CWDKR MWACMR CLEAR VERIFY WITH CCOMER MAMIFACTURER � U > w � 1 LAV, m m 121_Qjn 4" CONCRETE PAD WITH THICKENED EDGE, 5EE KEYNOTE "21 5HEET 41.0 HVAC PAD AScale: 1/211 = P-0" HUTCHISON FIEVISPONS: im SHEET DRAN1� Ad SMITH �B ARCHITECTS ➢O Natlh?IW St Bnise, ID.9ll@ RJR)JJR-I3 L' FAX I?OflI J1Wg11 bcvxlnlu`Lcanm 218 18-9 DA MAY 23, 2014 4" CONCRETE SLAB TOOLED EDGE5 1.5% MAX. SLOPE p a D D aIn D p III—III I o a —III= I APPROXIMATE GRADE D 4 all A THICKENED SLAB EDGE � X68 SHEET HUTCHISON SMITH oMVft TM �19 "; ARCHITECTS DATE 270 N�nh 27ffis,. &I., m. 83702 208) 338 FA (208)31" 11 h-1 1.11 MAY 23, 2014 13168 i RING RING A DOWNSPOUT CONNECTION g HUTCHISON SHEET SMITH mTM 2 TM 20 JLJLoA ARCHITECTS m DATE 13168 :ro New nm w. eon, m.�uroz ausl zzaizix Fnx�zal»%mi1 n.,,rcno,a,.,om MAY 23, 2014 mo_nn, PROJECT LOGO HUTO 7k31 N SMI H _/ I A^AC 1IT'.C.rS arra era unoel emear8 BW w. erAre ma*. e I I BO(, eearo i �, I >w M: xAn emcr web ewa aa8, magswee 3" HIGH LETTERING The GROVE r I at Riverside an ` Apartment CommuO y II Icl CtlAEH l TIB BqK AT BlBBBE ��I... I 1I I O,BRL��MWTW IJ�MP Y� hWM�Y a1.1HIA8®R. LLl1 CAipe AV84i.,Illii uawLbl"�P I r �' BAIKI b.M01 4'-0" x 8'-0" x %" EXTERIOR GRADE PLYWOOD SIGN, BACKGROUND PAINTED WHITE. ATTACH TO POSTS WITH (3))/2" DIA. CARRIAGE BOLTS AND WASHERS EQUALLY SPACED. 4x4 P.T. POSTS GRADE LINE I NOTE: I ALL LETTERING EXCEPT H5A d VILLAGE BUILDERS COMPANY LOGOS TO BE BLACK LETTERING ON a WHITE BACKGROUND. HSA LOCO BACKGROUND TO BE BLUE. VILLAGE BUILDERS TO BE BLUE I I BACKGROUND WITH WHITE 1 BLACK LETTERING II II LJ LJ A TEMPORARY PROJECT SIGN V� SHEET HUTCHISON SMITH D1AN 221 Vo, ARCHITECTS UATB n""„wzza,s� amu. Io.e zoz (208)339-1212rnx (Ne)lirrroii 13168 YAY 23 2014 91A-991 SHEATHING a NAILING PER STRUCTURAL EDGE NAILING PER STRUCTURAL REINFORCING PER STRUCTURAL CONCRETE "STEM WALL" GRADE. SEE CIVIL DRAWINGS. REINFORGING LAPPED INTO GRADE BEAM PER STRUCTURAL. COLD JOINT WITH ROUGH SURFACE GRADE BEAM SIZE AND REINFORCING PER STRUCTURAL Cl STUD WALL PER PLAN. SEE STRUCTURAL 2x P.T. SILL WITH ANCHOR BOLTS PER STRUCTURAL CONCRETE SLAB PER STRUCTURAL •I FOUNDATION NSULATION EXTERIOR FOUNDATION WALL REVISIONS X168 SHEET HUTCHISON / SMITH D1�`"`�TIM 300 .JLJI�, ARCHITECTS DATE 13168 noNonn znnsLBole Ie1mz aux1iA.izn FAN ON) IM.ani MAY 232014 inn_ ins REINFORCING STRUCTURAL CONCRETE 5L PER STRUCTUI REINFORCING INTO GRADE E STRUCTURAL. GRADE BEAK' REINFORCING 5TRUCTURAL ' �I� � � I AMo OCvnAln _ATION CONCRETE SLAB AT DOOR OPENING Aseals 1" - '-011 _REVISION& HUTCHISON 13168 SHEET DRAM TM / SMITH 301 �i ARCHITECTS vo uovn nm sa Boise, ID 917022091zx.ulz vex mzsi»s.onu ezzumei«n.mm DATE: MAY 23, 2014 13168 inn_ zns SHEATHING a NAILING PER STRUCTURAL EDGE NAILING PER STRUCTURAL CONCRETE SLAB PER STRUCTURAL REINFORCING PER STRUCTURAL CONCRETE "STEM WALL" REINFORCING LAPPED INTO GRADE BEAM PER STRUCTURAL. COLD JOINT WITH ROUGH 5URFACE GRADE BEAM 51ZE AND REINFORCING PER STRUCTURAL STUD WALL PER PLAN. SEE STRUCTURAL. 2x P.T. SILL WITH ANCHOR BOLTS PER STRUCTURAL CONCRETE SLAB PER STRUCTURAL I FOUNDATIION INSULATION an� FOUNDATION AT PATIO REVISION& 13168 SHEET HUTCHISON SMITH DRim 302 �B ARCHITECTS DATE 13168 nHone nm ea o Hosi r, Io. asim �zaeu}aaziz FM(zoa)unou e�ns.mm�n«e.wm MAY 23, 2014 I SHEATHING t NAILING PER STRUCTURAL 2x P.T. SILL WITH ANCHOR BOLTS PER STRUCTURAL REINFORCING PER STRUCTURAL CONCRETE"STEM WALL" CONCRETE SLAB PER STRUCTURAL —� REINFORCING LAPPED INTO GRADE BEAM PER STRUCTURAL. COLD JOINT WITH ROUGH SUI;Z-ACE GRADE BEAM SIZE AND REINFORCING PER STRUCTURAL FIBER CEMENT SIDING, SEE EXTERIOR ELEVATIONS AND SECTIONS. STUD WALL PER PLAN. 5EE STRUCTURAL EDGE NAILING PER STRUCTURAL CONCRETE SLAB PER STRUCTURAL FOUNDATION AT WING WALL REVISION& 13168 SHEET HUTCHISON V SMITH DRAM TM 303 �i ARCHITECTS DATE c.cmn 200NOM 2IIX SG Bo6q ID.8}002 120Bp38-1212 FAC (208)1180011 LsaamLimts MAY 23. zoia 'tnn_ n5 )n— 3 SHEATHING a NAILING PER STRUCTURAL 2x P.T. SILL WITH ANCHOR BOLTS PER STRUCTURAL, TYPICAL EDGE NAILING PER STRUCTURAL, TYPICAL CONCRETE "STEM WALL" TYPICAL STUD WALL PER PLAN, TYPICAL REINFORCING PER STRUCTURAL, TYPICAL COLD JOINT WITH ROUGH SURFACE, TYPICAL CONCRETE SLAB PER STRUCTURAL JAMB BEYOND THRESHOLD 6„ o jn GLR REINFORCING LAPPED INTO GRADE BEAM PER STRUCTURAL, TYPICAL. • ° s e GRADE BEAMS PER STRUCTURAL, POURED MONOLITHICALLY GRADE BEAMS AT STORAGE REVISIONS: 13168 SHEET VHUTCHISON SMITH DR TM304 �) ARCHITECTS DATE 13168 z]O NOM 271M1 at Bou4ID. 8J)01 aN1 nn-i>_iz rnx (zoe)usaou ��naass.wm MAY 23, 2014 -inn—.3n.s COLUMN WRAP, SEE A1644 ---------- COLUMN PER STRUCTURAL POST BASE WITH EPDXY EMBEDDED THREADED ROD PER STRUCTURAL GRADE. SEE GIVIL DRAWINGS. REINFORCING LAPP"cD INTO GRADE BEAM PER STRUCTURAL. COLD JOINT WITH 31 RO(IGH SUfZ--ACE GLI GRADE BEAM SIZE AND REINFORCING PER STRUCTURAL I L oIIr 0 CONCRETE SLAB PER STRUCTURAL SLOPE 1.5% MAX. BALCONY COLUMN AT GRADE BEAM - 0"t HUTCHISON REVISIONS: 13168 SHEET SMITH DRAWN: 3TM 05 aNAd ARCHITECTS DATE 13168 270 NOM 27th St 80im 10. 83702 (208)338-1212 FAX(208)338 Wit h hit<.mm MAY 23, 2014 300-305 POST BASE WITH EPDXY COLUMN WRAP AT EMBEDDED THREADED BALCONY COLUMN. SEE ROD PER STRUCTURAL DETAIL A/644. BUILT UP COLUMN BASE WHERE OCCURS AT ENTRY COLD JOINT OPTIONAL COLUMN. SEE DETAIL A/643. I I EXTERIOR PAVING OR CONCRETE PER PLAN AT SLOPE 15 e MAX. • o• ENTRY COLUMN OR GRADE o AT BALCONY COLUMN I 184 CONCRETE PIER WITH — REINFORCING PER STRUCTURAL CLR — — ENTRY COLUMN AND BALCONY COLUMN PIER ljl scale: 1° = 11-01, REVI3lON>3 X168 SHEET Ad I HUTCHISON SMITH DRAM 305 TM �B ARCHITECTS DATE 13168 270 rvnnx nm se eon, ID. 8M (208)339-1212339-1212 Fax (2081 338-ao 11 MAY 23, 2014 —_ 300-3-3 05 SHEATHING ! NAILING PER STRUCTURAL V RESILIENT CHANNELS AT 16" O.C. 5/a" FIRE RATED GYPSUM BOARD 2x P.T. SILL WITH ANCHOR STUD WALL PER PLAN. SEE STRUCTURAL WILTS PER STRUCTURAL EDGE NAILING PER STRUCTURAL CONCRETE L AB PER STRUCTURAL NE l 11111 z 070,01 11 Scale: I" = 1'-0" REVISION& 13168 SHEET HUTCHISON SMITH DR TM3 �B ARCHITECTS DATE 13168 270 NaME]ih St Boiu, ED. 83702 R081338 1212 FAX(209) 318 WII hwNtixrn.mm MAY 232014 306-3-3 08 %" GYPSUM BOARD, SEE PLAN FOR FIRE RATING STUD WALL PER PLAN. SEE 2x P.T. SILL WITH ANCHOR STRUCTURAL BOLTS PER STRUCTURAL 4 .41 CONCRETE SLAB PER STRUCTURAL INTERIOR BEARING WALL FOUNDATION VJ &cale: I° o 1'-01' REVI810N& 13168 SHEET HUTCHISON SMITH DRAM "`t 30046 �) ARCHITECTS DATE i]p NOM i]IA Sc Boise, ID. 83702 (208)339-1212FAX RpB)A8-0pll MaartM1iucs.mm MAY 23, 2014 13168 306-308 STAIR SKIRT BEYOND - FRAMING ANCHOR PER STRUCTURAL NOTE: DO NOT OVER CUT STRINGER5 STAIR STRINGER WITH 2x4 REINFORCING PER STRUCTURAL STAGGERED NAILING PER STRUCTURAL P.T. 2x6 WITH ANCHOR BOLTS PER STRUCTURAL SLAB ON GRADE PER STRUCTURAL A WOOD STRINGER & SLAB ON GRADE Scale. 'ZlAil - I -n ll REVISIONS 18168 SHEET HUTCHISON DF SMITH 307 ,i ARCHITECTS DATE 13188 2011 NOM 27th SL Boisa IO. 93702 (208)338-1212FAX Q0133$-0011 WaaMlilwu.wm MAY 23, 2014 3na_ Ana SLOPE Y" PER FOOT (TYP) PATIO EDGE. AScale: I" = 11-01, -ONCRETE SLAB WITH REINFORCING PER STRUCTURAL OVER SUB BASE PER GEOTECHNICAL REPORT " RADIUS EDGE / GRADE. SEE CIVIL DRAWINGS. K1 V REVISIONS: 13166 SHEET HUTCHISON V q� SMITH DRTM 30 i) ARCHITECTS DATE 73768 270 NOM 27ih St "ois4ID. 8]101 (208)3]8-1212 FAX 120813 19-N I I laaaml"arhwm MAY 23, 2014 - 306-308 2x P.T. SILL WITH ANCHOR BOLTS PER STRUCTURAL V FIBER EXPANSION JOINT SLAB ON GRADE PER STRUCTURAL FIS N. FLR L 10 1. ELEVATOR SHAFT UL -DESIGN U359 - 1 HR FIRE RATED GYPSUM BOARD 2x6 STUDS AT 16" O.C. (2x4 STUDS AT 16" O.G. AT SIM) SOUND INSULATION (R-13) FIRE RATED GYPSUM BOARD 2x4 STUDS AT 12" O.C. SOUND INSULATION (R-13) FIRE RATED GYPSUM BOARD JAMB BEYOND L3x3xY4 CONT. EMBED. WITH �"0x6" HAS AT 24" O.C. 30, 05 � 30, AT 1511 O.C. 10" CONC. WALL W/ 5 VERT 9 la" O.C. (q OF WALL) 5 HORIZ m 12" O.C. (� OF WALL) CONTINUOUS WATERPROOFING MEMBRANE U = OI AKI r . I UN.O. ®�G Will CONT. HORIZ. THRU SLAB (REINF. PER _ A/309) ~u tia LL_ Z w a e o AT DOOR OF J E OF ELEVATOR W Scale: II' = 11-o'I 5 is 12" O.C. EA. WAY TOP 4 BOT. Scale: 1" = 1'-01I REV1910N& 13168 SHEET godHUTCHISON ISMITH DRAWN: 309 ARCHITECTS DATE: 270 NOM 27th SL Boise. ID. $3702 (208) 338-1212 Fax(208)1380011 n—hlta,Wm MAY 23, 2014 13168309 CONCRETE ELEVATOR PIT WALL PER A/309 - SUMP GRATE CONTINUOUS WATERPROOFING MEMBRANE r� IIS L 3x3x3/16 W/ %"0 EMBED EPDXY ANCHOR BOLT 3" FROM EACH END OF ANGLE 8 i i ir CONCRETE MAT SLAB 8" WITH "4 AT 12" O.C. EACH DIRECTION n ELEVATOR SUMP �V Scale: F = 70i1 CONCRETE MAT SLAB PER A/309 POUR BREAK WITH WATER STOP AROUND PERIMETER 04 x I DOWELS AT 18" O.0 RENSS 13166 SHEET HUTCHISON SMITH TM 30V �> ARCHITECTS °ATE'. 270 NoM 27N SC Boix4W, 837M ROS)338 UP Fn (2M)339-MlMAY 23, 2014 13168 309 COLUMN PER STRUCTURAL POST BASE PER PLAN WITH EPDXY EMBEDDED THREADED ROD PER STRUCTURAL 0 CONCRETE SLAB PER STRUCTURAL � U PER PLAN FOOTING SIZE AND REINFORCING PER STRUCTURAL COLUMN AT CONCRETE SLAB mm mj I° = '-oll REVISION& 13168 SHEET HUTCHISON / SMITH °�''""� 310 Voi ARCHITECTS °AMA 13168 zvo rvonnvm St, R eoL, ID 93702 anae ox�e-Fex cuxu1xmu ea ��m.a � «�,m MAY 23, 2014 _310-310-31 SQUARE OR ROUND FORM 01011 CONCRETE SLAB ISOLATION JOINT AT COLUMN DIAMOND ENCLOSURE PER B/311 CONCRETE SLAB ON GRADE PER STRUCTURAL COLUMN PER STRUCTURAL WELD PER STRUCTURAL BASE PLATE WITH EMBED ANCHOR BOLTS ON I Ys" OF NON -SHRINK GROUT PER STRUCTURAL PER PLAN PER PLAN M J U FOOTING SIZE 4 STEEL COLUMN REINFORCING PER INTERIOR FOOTING Scam_ i" e 1'-0" REVISIONS: 13168 SHEET VIHUTCHISON SMITH DRTm 311 iR ARCHITECTSDATE, TM DATE 13168 nu zone _pie SL sant ID 93702 (208,�u. mz r,�e (20811w-uau �,a,aa��u�m MAY 23, 2014 310-311 SEALED BUILDING WRAP. LAP OVER FLASHING AS SHOWN. FIBER CEMENT SIDING PER 7.--- - - EXTERIOR ELEVATION FIBER CEMENT STARTER STRIP PRE -FINISHED METAL FLASHING WITH DRIP EDGE SEALANT 51MULATED STONE CAP. INSTALL PER MANUFACTURERS nCOMMENDATICNS \ MORTAR JOINT Q SIMULATED STONE VENEER w INSTALL PER MANUFACTURERS o RECOMMENDATIONS N SHEATHING PER PLAN �. -- ZI STONE WAINSCOT AND CAP A6caie: (011= ,1—/TY/UI RFneiONec 068 SHEET SHEE HUTCHISON " SMITH TM 400 JL.M,M I ARCHITECTS DATE IDI NOM 210,k 86., N. 8370 (209)338-1212 W(2W)339 11 bpvdW.— MAY 23, 2014 13168 400 u SUPPORT BRACKET, AS u REQUIRED BY STONE MANUFACTURER SCRATCH COAT METAL LATH LL MORTAR SETTING BED u 2 SEALED BUILDING WRAP OVER SHEATHING3 \ MORTAR JOINT Q SIMULATED STONE VENEER w INSTALL PER MANUFACTURERS o RECOMMENDATIONS N SHEATHING PER PLAN �. -- ZI STONE WAINSCOT AND CAP A6caie: (011= ,1—/TY/UI RFneiONec 068 SHEET SHEE HUTCHISON " SMITH TM 400 JL.M,M I ARCHITECTS DATE IDI NOM 210,k 86., N. 8370 (209)338-1212 W(2W)339 11 bpvdW.— MAY 23, 2014 13168 400 5� e� P� 5 A op \2 Ool�? � FV P\ O a m 0 e ELEVATOR PIT LADDER HUTCHISON AM � SHEET SMITH DRTM 500 �) ARCHITECTS DATE 270 N�nh 22m S� a— ID 83102 (208)3M 1212 F"QW) 33 iI MAY 23, 2014 13168 500 NOTE: ALL WELDS TO BE GROUND SMOOTH. 1-1/2"0 STD PIPE POWDER COATED METAL RAIL. ANCHOR TO WALL AT END WITH METAL BRACKET AT TOP WITH MIN. (2) Ya"O LAG BOLTS INTO STRUCTURE. 1"0 STD PIPE POWDER COATED METAL RAIL )�"0 STD PIPE POWDER COATED METAL BALUSTERS A 642, T.O. LANDING ` � I o n u I l •° 1 -- - - - - - - - - - I Y"0 5TD PIPE POWDER COATED METAL POST 1"0 STD PIPE POWDER COATED METAL RAIL GUARDRAIL AT BALCONY AScale: I I/2" = I'-011 -[:UWHUTCHISONREVISION& X168 SHEET Ad SMITH °�''"`� 501 �i ARCHITECTS DATE 1l, no rvon"neon. msc io. 83702 IxOeU]8-131x FAX (208) 338 0011 nuarcm�«u.mm MAY 23, 2014 sm —sm 'I = 3/16 V DOUBLE JOIST AT VERTICAL P05T WHEN FRAMING IS PERPENDICULAR TO BEAM. PROVIDE (2) 2x10 BLOCKING AT STRAP LOCATIONS 'MSTC48B3' TOP d BOTTOM OF DOUBLE JOIST + + + + 1+ + + VERTICAL POST AT 4'-0" O.G. MAX. POWDER COATED %'t PLATE (MIN). (6) %"0 x 8" LONG LAG 5GREWS — BEAM PER PLAN. STAIN ALL SIDES, F MATCH BEAM WIDTH �II ISI �I I OIL 1 0 GRIND ALL WELDS SMOOTH. DECKING NOT SHOWN FOR CLARITY GUARDRAIL CONN/PLAN VIEW. &Cale: 3" = 1'-o" HLTTCHISON REVISIONS: 13168 SHEET oRTM SMITH &om ARCHITECTS 210 NOM 27th St anisa ID. 82702 (208)339-1212MX(209)IM-W II ba: itam.mm 501 13168 501-502 DATE MAY 23, 2014 DECK ELEVATION. SEE EXTERIOR ELEVATIONS AND SPECIFICATIONS I TOP RAIL TAB AND SCREW. I SEE PLAN BELOW. FIBER CEMENT WRAPPED POST. SEE A/644, END POST PLATE. SEE 5/501 1„ i, 6y41 � ELEVATION I0 FOR NOTES. r 3 TOP RAIL ABOVE. PROVIDE %"x I x IY� I® TAB (TAB TO INSIDE) WITH Y" x 214" TEC SCREW INTO CORNER POST THRU TRIM. ® 0 RAILIWi END POST. I s w W _ Os — — = 6x6 DECK CORNER POST. A"' ys�.. 9 L-- __J END POST PLATE. SEE B/501 I / M4" (1%11 PLAN NOTES. GUARDRAIL CORNER POST .v) scale: 1 112" = 1,-0" REVISION _T HUTCHISON SMITH ARCHITECTS 270NoM 27th SL Boi ID. 97702 (209)338-1212 FAX(20A)338-0 11 keuchit.. 13168 DRAVft TM DATE MAY 23, 2014 SHEET 501 13168 NOTE: ALL WELDS TO BE GROUND SMOOTH. T.O. LANDING 1-1/2"0 5TD PIPE POWDER COATED METAL RAIL. ANCHOR TO WALL AT END WITH METAL BRACKET AT TOP WITH MIN. (2) VO LAG BOLTS INTO STRUCTURE. 1`0 STD PIPE POWDER COATED METAL RAIL VO 5TD PIPE POWDER COATED METAL BALUSTERS I V0 STD PIPE POWDER COATED METAL POST - 1"0 STD PIPE POWDER COATED METAL RAIL WELD P05T TO COLUMN CAP PER STRUCTURAL I l A s — r I I I � � y — _1 GUARDRAIL AT BALCONY REVISIONS: VHUTCHISON SMITH ARCHITECTS 220NOe 27th SL BOM ID. 93202 (208)3181212 M(208)33"11 M1sa t".mm 13168 DRAM TM MAY 23, 2014 SHEET 502 13168 sn -.Sn g *INSULATION BAFFLE: 2x LAID FLAT, FASTENED TO TOP CHORD OF EACH TRUSS WITH CONTINUOUS PLYWOOD EXTENDING 3'-0" MINIMUM. (NOTCH AROUND TRUSS WEBBING AS REQUIRED) BLOCKING PER TRUSS MANUFACTURER AT EACH BAY. SEE STRUCTURAL 'INSULATION BAFFLE: EXTEND PLYWOOD SHEATHING MINIMUM 10" ABOVE TOP PLATE. — SELF -ADHERING UNDERLAYMENT, SEE SPECIFICATIONS 2x6 SUB FASCIA WITH NAILING PER STRUCTURAL PRE -FINISHED METAL SOFFIT WITH VENTED SECTIONS, SEE ROOF PLAN FOR ATTIC VENTING SCHEDULE. .1 FIBER CEMENT FRIEZE BOARD — EDGE NAILING — DOUBLE TOP PLATE ' FIBER CEMENT SIDING R-5 CONTINUOUS RIGID INSULATION EDGE NAILING SHEATHING a NAILING PER STRUCTURAL — V-4" AT SIM. ROOFING OVER UNDERLAYMENT, SEE SPECIFICATIONS ROOF SHEATHING, PER STRUCTURAL PRE -MANUFACTURED WOOD TRUSS R-60 BLOWN -IN INSULATION, WITH MINIMUM R-21 AT EAVE. SEE SPECIFICATIONS 12 \ 5 ROOF PItGH TRUSS AT STU® WALL Scalp: I" = 1'-0" rr 04,x 77 V) SMITH ISON i) ARCHITECTS 270NoM 27Ih SL Baia, ID. 83702 12061338-1212 FA%(20)338-0011 IaaaMiiare.mm FLOC Y" RESILIENT CHANNELS AT 16" O.G. Na" FIRE RATED GYPSUM BOARD FRAMING ANCHOR PER STRUCTURAL INSULATION, BEE SPECIFICATIONS CRIPPLE STUDS REQUIRED %` GYPSUM BOARD HEADER OR STUD WALL PER STRUCTURAL 13168 TM MAY 23, 2014 SHEET 600 13168 *INSULATION BAFFLE: 2x LAID FLAT, FASTENED TO TOP CHORD OF EACH TRUSS WITH CONTINUOUS PLYWOOD EXTENDING 5'-3" MINIMUM AT SCISSOR TRUSS. (NOTCH AROUND TRUSS WEBBING AS REQUIRED) BLOCKING PER TRU55 MANUFACTURER AT EACH BAY. SEE STRUCTURAL *INSULATION BAFFLE: EXTEND PLYWOOD SHEATHING MINIMUM 10" ABOVE TOP PLATE. — SELF -ADHERING UNDERLAYMENT, SEE SPECIFICATIONS — A 100 / 2x6 SUB FASCIA WITH NAILING PER STRUCTURAL PRE -FINISHED METAL SOFFIT WITH VENTED SECTIONS, SEE ROOF PLAN FOR ATTIC VENTING SCHEDULE. EDGE NAILING FIBER CEMENT FRIEZE BOARD —� EDGE NAILING —� DOUBLE TOP PLATE R-5 CONTINUOUS RIGID INSULATION FIBER CEMENT / SIDING SHEATHING a NAILING PER STRUCTURAL — ROOFING OVER UNDERLAYMENT, SEE SPECIFICATIONS ROOF SHEATHING, PER STRUCTURAL PRE -MANUFACTURED WOOD TRUSS R-60 BLOWN -IN INSULATION, WITH MINIMUM R-21 AT EAVE. SEE SPECIFICATIONS 12 ROOF PITCH 5 Ate% Y2" RESILIENT CHANNELS AT 16" D.C. %" FIRE RATED GYPSUM BOARD FRAMING ANCHOR PER STRUCTURAL INSULATION, SEE SPECIFICATIONS %3` GYPSUM BOARD STUD WALL PER PLAN. SEE STRUCTURAL SCISSOR TRUSS AT STUD WALL Scale: 1" = 1'-0" Ad I MITCHHISON ,i ARCHITECTS 270 NoM 27N SL Boisq 1¢83702 (208)338-1212 FA (208)33SO II hsaamh0rn,mm 13188 DRAM TM DATE MAY 23, 2014 SHEET 61 13168 BLOCKING PER TRUSS MANUFACTURER AT EACH BAY. SEE STRUCTURAL SELF -ADHERING UNDERLAYMENT, SEE SPECIFICATIONS — 2x6 SUB FASCIA WITH NAILING PER STRUCTURAL PRE -FINISHED METAL SOFFIT WITH VENTED SECTIONS, SEE ROOF PLAN FOR ATTIC VENTING SCHEDULE. TRUSS AT BEAM A JCdIE:III = II -01, ROOFING OVER UNDERLAYMENT, SEE SPECIFICATIONS ROOF SHEATHING, PER STRUCTURAL PRE -MANUFACTURED WOOD TRUSS 12 S ROOF PITCH )�" RESILIENT CHANNELS AT 16" O.C. %" FIRE RATED GYPSUM SHEATHING FIBER CEMENT SOFFIT WITH Ix2 FIBER CEMENT BATTENS FRAMING ANCHOR PER STRUCTURAL CONTINUE TOP PLATE OVER BEAM PER STRUCTURAL WRAP BEAM WITH PRE -FINISHED METAL CONTINUOUS BEAM PER STRUCTURAL REVISIONS 1$168 SHEET HUTCHISON V�+ � SMITH oRTM V 02 i) ARCHITECTS DATE 13168 270 NotlM1 871M1 St Bo60.ID. 83i83 (2081 338-1212 FTX (208)33e-0"II luaartliitttn.mm MAY 23, 2014 Ann—and BLOCKING PER TRUSS MANUFACTURER AT EACH BAY, SEE STRUCTURAL SELF -ADHERING UNDERLAYMENT, SEE SPECIFICATIONS — i oa II\\ 1 I 2x6 SUB FASCIA NAILING PER STRUCTURAL — 1-411 PRE -FINISHED METAL SOFFIT WITH VENTED SECTIONS, SEE ROOF PLAN FOR ATTIC VENTING SCHEDULE. WALL LINE BEYOND ROOFING OVER UNDERLAYMENT, SEE SPECIFICATIONS ROOF SHEATHING, PER STRUCTURAL PRE -MANUFACTURED WOOD TRUSS 12 5 ["RO01PITCH TRUSS AT BEAM ASGa�e: Iii = 11-011 HUTCHISON A4 I .SMITH ,i ARCHITECTS 210NOM20th S1. Miu.M.83702 (208) 338-1212 FAX(208)338-0 11 W¢ it=,mm ,�" RESILIENT CHANNELS AT 16" O.G. %" FIRE RATED GYPSUM SHEATHING FIBER CEMENT SOFFIT WITH 1x2 FIBER CEMENT BATTENS FRAMING ANCHOR PER STRUCTURAL CONTINUE TOP PLATE OVER BEAM PER STRUCTURAL WRAP BEAM WITH PRE -FINISHED METAL CONTINUOUS BEAM PER STRUCTURAL 13168 DRAVft TM DATE MAY 23, 2014 SHEET ROOFING OVER UNDERLAYMENT, EDGE NAILING PER STRUCTURAL 26 ea 'D' STYLE PRE -FINISHED METAL SEE SPECIFICATIONS FRAMING ANCHOR DRIP EDGE CONTINUOUS (TYP) ROOF SHEATHING, PER STRUCTURAL PER STRUCTURAL —� OUTLOOKER PER STRUCTURAL NAILING PER STRUCTURAL 7 OVERBUILD TRUSSES PER STRUCTURAL L NAILING PER STRUCTURAL DROP TRUSS PRE -FINISHED METAL SOFFIT 21.011 w MINIMUM R-21 AT 2x6 DF (PRIMED) WITH PER STRUCTURAL w FRE -FINISHED METAL ROOF SHEATHING, I I d WRAP CONTINUOUS PER STRUCTURAL FRAMING ANCHOR AT GYPSUM SHEATHING EACH OVERBUILD FIBER CEMENT SOFFIT TRUSS PER STRUCTURAL WITH 1x2 FIBER CEMENT INSULATION, SEE INSULA SES RIGID INSULATION BATTENS BLOCKING PER TRUSS SHEATHING a FRAMING ANCHOR MANUFACTURER AT EACH NAILING PER PER STRUCTURAL BAY, SEE STRUCTURAL STRUCTURAL *INSULATION BAFFLE: GYPSUM BOARD PER STRUCTURAL EXTEND PLYWOOD HEADER OR STUD WALL 2'-8" 1'-4" FIBER CEMENT SHEATHING MINIMUM 24" PER STRUCTURAL SIDING ABOVE TOP PLATE. \ \ AT BEAM R-5 CONTINUOUS RIGID INSULATION R-60 BLOWN -IN INSULATION, WITH y` RESILIENT w MINIMUM R-21 AT FIRE RATED FIBER CEMENT w EAVE. SEE CHANNELS AT 16" O.C. GYPSUM BOARD FRIEZE BOARD d SPECIFICATIONS DOUBLE TOP GYPSUM SHEATHING FRAMING ANCHOR PER STRUCTURAL PLATE FIBER CEMENT SOFFIT R-5 CONTINUOUS EDGE NAILING y` RESILIENT CHANNELS AT 16" O.G. FIRE RATED FIBER CEMENT CHANNELS AT 16" O.C. GYPSUM BOARD FRIEZE BOARD 5/e" FIRE RATED DOUBLE TOP GYPSUM SHEATHING FRAMING ANCHOR PER STRUCTURAL PLATE FIBER CEMENT SOFFIT R-5 CONTINUOUS WITH 1x2 FIBER CEMENT INSULATION, SEE INSULA SES RIGID INSULATION BATTENS SPECIFICATIONS FIBER GEMENT FRAMING ANCHOR CRIPPLE STUDS SIDING PER STRUCTURAL REQUIRED SHEATHING E NAILING CONTINUE TOP PLATE GYPSUM BOARD PER STRUCTURAL OVER BEAM PER HEADER OR STUD WALL 2'-8" 1'-4" STRUCTURAL PER STRUCTURAL WRAP BEAM WITH AT BEAM CONTINUOUS META` PRE -TRUSS CONTINUOUS A P-0" WALL LINE BEYOND Scab: 3/4" BEAM PER STRUCTURAL REVISIONS: 13168 SHEET HUTCHISON oRAwrk ISMITH TBAJ 604 ARCHITECTS DATE 13168 i'lONoM 27tM1 8t Boiu, ID. 83702 (209) 338 FA%(i08) 338-0O11 M1aartM1iiMa.wm 61AY 23. 214 ann_ane SELF -ADHERING UNDERLAYMENT, SEE SPECIFICATIONS — 26 ga 'D' STYLE PRE -FINISHED METAL DRIP EDGE CONTINUOUS (TYP) NAILING PER STRUCTURAL PRE -FINISHED METAL SOFFIT 2x6 DF (PRIMED) WITH PRE -FINISHED METAL WRAP CONTINUOUS FIBER GEMENT SIDING OVER BUILDING WRAP, SEE ELEVATIONS R-5 CONTINUOUS RIGID INSULATION SHEATHING 4 NAILING PER STRUCTURAL — EDGE NAILING PER STRUCTURAL NO SHEATHING SPLICE. IF SPLICE OCCURS USE FRAMING ANCHOR PER STRUCTURAL — INSULATION, SEE SPECIFICATIONS ROOFING OVER UNDERLAYMENT, SEE SPECIFICATIONS EDGE NAILING PER STRUCTURAL FRAMING ANCHOR PER STRUCTURAL ROOF SHEATHING PER STRUCTURAL OUTLOOKER PER 2x4 BLOCKING STRUCTURAL WITH NAILING I I PER STRUCTUR DROP TRU55 IPER PER STRUCTURAL NAILING AT SIM: 6TRUCTUJ2AL DROP CHORD SCISSOR 2x4 KICKER AT TRU55 WITH STUD WALL 4'-0" O.C. FRAMED UP TO SLOPING IF BRACE IS BOTTOM CHORD. LONGER THAN 8'-0" USE 2x(o KICKER. PRE-MANUFACTUREC WOOD TRUSSES PER Va" FIRE RATED GYPSUM BOARDS ) " RESILIENT CHANNELS AT 16" O.C. 2x6 CONTINUOUS NAILER WITH 16d's AT 8" O.C. TO TOP OF WALL. FRAMING ANCHOR PER STRUCTURAL R-60 BLOWN -IN INSULATION, WITH R-21 AT EAVE. SEE SPECIFICATIONS %" GYPSUM BOARD DOUBLE TOP PLATE STUD WALL PER PLAN. SEE STRUCTURAL FRAMING DETAIL AT GABLE END Scale: 1" = 1'-0" !THUTCHISON ,od SMITH I ARCHITECTS 270WDM 27th Sc Boma ID. 93702 (208)3381212 FA (208)338-0011 h—hn-..— 13168 )RAVft TM )ATE MAY 23, 2014 SHEET 605 13168 t<C)C,rINCO (IYtK UNVCKLAI I"ICN I, OCt OrtUrII.HI IVNO l6 ga 'v' OI TLt r'Kt-F'INIOHCV EDGE NAILING PER STRUCTURAL METAL DRIP EDGE CONTINUOUS (TYP) FRAMING ANCHOR PER STRUCTURAL \� NAILING PER STRUCTURAL --I ROOF SHEATHING PER STRUCTURAL �. STRUCTURAL J \ 2x4 BLOCKING WITH NAILING PER STRUCTURAL 2x4 KICKER AT 4'-0" O.C. IF BRACE IS LONGER THAN a'-0" USE 2x6 KICKER — I R-60 BLOWN -IN INSULATION, WITH R-21 AT EAVE. SEE SPECIFICATIONS WOOD TRUSSES PER STRUCTURAL %" FIRE RATED GYPSUM BOARD Y" RESILIENT CHANNELS AT 16" O.C. 2x6 CONTINUOUS NAILER WITH 16d AT S" O.C. TO TOP OF WALL FRAMING ANCHOR PER STRUCTURAL AT EACH KICKER DOUBLE TOP PLATE 2x4 STUD WALL ABOVE 2x6 STUD WALL TO ACCOMMODATE VAULTED CEILING DOUBLE TOP PLATE OUTLOOKER PER STRUCTURAL — NAILING PER STRUCTURAL DROP TRUSS PER STRUCTURAL R-5 CONTINUOUS RIGID INSULATION SHEATHING 4 NAILING PER STRUCTURAL — STEP FLASHING. SEE \DETAIL A/101. — PRE -FINISHED J METAL SOFFIT 2x6 DF (PRIMED) WITH PRE -FINISHED METAL WRAP CONTINUOUS — FIBER CEMENT 51DING OVER BUILDING WRAP. SEE EXTERIOR ELEVATIONS. ROOFING OVER UNDERLAYMENT, SEE SPECIFICATIONS , ROOF SHEATHING PER STRUCTURAL Y" RESILIENT CHANNELS AT 16" O.G. s/" FIRE RATED GYPSUM BOARD GYPSUM BOARD //� 5/s" GYPSUM BOARD CRIPPLE STUDS REQUIRED � HEADER OR STUD WALL PER STRUCTURAL 141 FRAMING DETAIL AT ROOF STEP &Cale: I" = 1'-0" &!To HUTCHISON SMITH ""oma „h SL .Io a a�I 319-1212 RCHITECTS A 13168 DRAVft TAI MAY 23, 2014 SHEET A* ROOFING OVER UNDERLAYMENT, SEE SPECIFICATIONS ROOF SHEATHING, PER STRUCTURAL EDGE NAILING PER STRUCTURAL PRE -MANUFACTURED WOOD TRUSS TRUSS BLOCKING PER TRUSS MANUFACTURER BETWEEN EACH TRUSS. SEE STRUCTURAL FOR ADDITIONAL INFORMATION. R-60 BLOWN -IN INSULATION, WITH MINIMUM R-21 AT EAVE. SEE SPECIFICATIONS *INSULATION BAFFLE: EXTEND PLYWOOD SHEATHING MINIMUM 24" ABOVE TOP PLATE. - Y," RESILIENT CHANNELS AT 16" O.G. I %" FIRE RATED GYPSUM BOARD � FIBER CEMENT SOFFIT WITH Ix2 BATTENS. � FIBER CEMENT FRIEZE BOARD FIBER CEMENT SIDING OVER BUILDING WRAP, SEE ELEVATIONS R-5 CONTINUOUS RIGID INSULATION SHEATHING t NAILING PER STRUCTURAL 12 ROOF PITCH 5 (iYP) TRUSS AT STUD WALL Scale: I" = )'-D" REVISIONS HUTCHISON / SMITH "H"Mz„h Sa"ist o 83702zo,,ARCHITECTS 1i" RESILIENT CHANNELS AT 16” O.G. %" FIRE RATED GYPSUM BOARD FRAMING ANCHOR PER STRUCTURAL DOUBLE TOP PLATE %" GYPSUM BOARD INSULATION, SEE SPECIFICATIONS STUD WALL PER PLAN. SEE STRUCTURAL 13168 DRAVft TAI DATE MAY 23, 2014 SHEET ROOFING OVER UNDERLAYMENT, SEE SPECIFICATIONS ROOF SHEATHING PER STRUCTURAL OVERBUILD TRUSSES PER STRUCTURAL — ROOF SHEATHING, PER STRUCTURAL SHEATHING 4 NAILING \ PER STRUCTURAL FRAMING ANCHOR AT EACH OVERBUILD TRUSS PER STRUCTURAL — PRE -MANUFACTURED \ WOOD TRUSS *INSULATION BAFFLE: 2x LAID FLAT, FASTENED TO TOP CHORD OF EACH TRU55 WITH CONTINUOUS PLYWOOD EXTENDING I'-7" MINIMUM. (NOTCH AROUND TRUSS WEBBING AS REQUIRED) Yz" RESILIENT ' CHANNELS AT 16" O.G. V FIRE RATED y GYPSUM SHEATHING w = FIBER CEMENT SOFFIT 0 WITH Ix2 BATTENS. FIBER CEMENT FRIEZE BOARD FIBER CEMENT SIDING OVER BUILDING WRAP, SEE ELEVATIONS TRU55 BLOCKING PER Yz" RESILIENT} M55 MANUFACTURER CHANNELS AT 16" O.G. BETWEEN EACH TRUSS. "FIRE RATED GYPSUM BOARD J SEE STRUCTURAL FOR ADDITIONAL INFORMATION. R-60 BLOWN -IN INSULATION, a R-5 CONTINUOUS WITH MINIMUM R-21 AT EAVE. RIGID INSULATION SEE SPECIFICATIONS EDGE NAILING FRAMING ANCHOR DOUBLE TOP PLATE PER STRUCTURAL INSULATION, SEE %" GYPSUM BOARD SPECIFICATIONS STUD WALL PER PLAN. SHEATHING 4 NAILING SEE STRUCTURAL PER STRUCTURAL FRAMING DETAIL AT OVERBUILD AScale:I,_O11 REVI81oN>3 13168 SHEET HUTCHISON DM / SMITH 608 �i ARCHITECTS 270 NoM 27th Bt Bui ID. 81702 (208)338-1212 M(208)D8-0 11 hs hi... DATE MAY 23, 2014 13168 an�_a1 z 2x4 BLOCKING WITH NAILING PER STRUCTURAL NAILING PER STRUCTI RAL 2x4 KICKER AT 4'-0" O.G. IF BRACE IS LONGER THAN 8'-O" USE 2x6 WOOD TRUSSES PER STRUCTURAL ROOFING OVER UNDERLAYMENT, SEE SPECIFICATIONS EDGE NAILING PER STRUCTURAL FRAMING ANCHOR PER STRUCTURAL ROOF SHEATHING PER STRUCTURAL OUTLOOKER PER STRUCTURAL — DROP TRUSS PER STRUCTURAL V' RESILIENT CHANNELS AT 16" O.G. %" FIRE RATED GYPSUM SHEATHING FIBER CEMENT SOFFIT WITH 1x2 BATTENS. 2x6 CONTINUOUS NAILER WITH 16d's AT 8" O.G. TO TOP OF WALL. FRAMING ANCHOR PER STRUCTURAL 26 ga 'D' STYLE PRE -FINISHED METAL DRIP EDGE CONTINUOUS (TYP) - NAILING PER STRUCTURAL PRE -FINISHED METAL SOFFIT 2x6 DF (PRIMED) WITH PRE -FINISHED METAL WRAP CONTINUOUS — FIBER GEMENT SIDING OVER BUILDING WRAP, SEE ELEVATIONS SHEATHING 4 NAILING PER STRUCTURAL EDGE NAILING PER STRUCTURAL CONTINUE TOP PLATE OVER BEAM PER STRUCTURAL BEAM PER STRUCTURAL WRAP BEAM WITH PRE -FINISHED METAL CONTINUOUS FRAMING DETAIL AT GABLE END acale: P a 1'-0 '' REVISION& U4W�HUT H ISON SMIARCHITECTS 200 N0M 27th SL Bo ID. 83702 (208)338-1212 M(208)338A011 by ltM.mm 13168 DRAWN: TM DATE MAY 23, 2014 SHEET LO 1' 13168 ROOFING OVER UNDERLAYMENT, ROOFING OVER UNDERLAYMENT, SEE SPECIFICATIONS SEE SPECIFICATIONS ROOF SHEATHING ROOF SHEATHING PER STRUCTURAL � �, PER STRUCTURAL PRE -MANUFACTURED WOOD TRUSSES PER STRUCTURAL C RESILIENT A „RESILIENT CHANNELS AT 16" CHANNELS AT 16" O.C. FIRE RATED %e' FIRE RATED GYPSUM SHEATHING GYPSUM 5NEATNINGFIBER CEMENT SOFFIBER CEMENT SOFFIT Ix ATT NS.WITH Ix2 BATTENS. W TH 2 B EFRAMING ANCHORS EDGE NAILING PER STRUCTURAL\ DOUBLE TOP PLATE FIBER CEMENT FRIEZE BOARD FIBER CEMENT FIBER CEMENT SIDING OVER FRIEZE BOARD BUILDING WRAP, SEE FIBER CEMENT SIDING ELEVATIONS OVER BUILDING WRAP, V8' GYPSUM SHEATHING SEE ELEVATIONS SHEATHING 4 NAILING %" GYPSUM SHEATHING PER STRUCTURAL SHEATHING E NAILING STUD WALL PER PLAN. SEE STRUCTURAL PER STRUCTURAL A TRUSS AT PALCONY WING WALL REVISION& 13168 SHEET VHUTCHISON / SMITH DRTM 610 i) ARCHITECTS DATE 13168 no "o,m zan St eou, io.a»oz (2081338-1311 Fnx aoeuosoou ❑,,,RnaI MAY 23, 2014 ans_Fl3 ROOFING OVER UNDERLAYMENT, SEE SPECIFICATIONS ROOF SHEATHING, PER STRUCTURAL BLOCKING PER TRUSS MANUFACTURER AT EACH BAY. SEE STRUCTURAL PRE -MANUFACTURED WOOD TRUSS PER STRUCTURAL CHANNELS AT BLOCKING PER TRUSS eN w MANUFACTURER AT EACH i BAY. SEE STRUCTURAL CHANNELS AT \` 16" O.G. FRAMING ANCHORS V FIRE RATED GYPSUM BOARD PER STRUCTURAL 0 FIBER GEMENT SOFFIT i WITH Ix2 BATTENS. EDGE NAILING PER �. STRUCTURAL _ .- DOUBLE TOP PLATE PER STRUCTURAL )4" RESILIENT 2'-0" SHEATHING t NAILING CHANNELS AT 16" O.G. 2x6 SUB FASCIA PER STRUCTURAL V FIRE RATED WITH NAILING PER GYPSUM BOARD STRUCTURAL FIBER CEMENT SIDING %8" GYPSUM BOARD PRE -FINISHED OVER BUILDING WRAP, METAL SOFFIT SEE ELEVATIONS STUD WALL PER PLAN. EDGE NAILING PER HEADER OR STUD WALL SEE STRUCTURAL STRUCTURAL PER STRUCTURAL FRAMING ANCHORS PER STRUCTURAL EXTERIOR DOULE TOP STRUCTURAL ATE BALCONY PER STORAGE SHEATHING 4 NAILING PER STRUCTURAL 0 FIBER CEMENT SIDING OVER BUILDING WRAP, SEE ELEVATIONS TRUSS AT EXTERIOR STORAGE Seale: 3/4" = I'-0" V HUTCHISON Ra"1ON81 13168 SHEET SMITH °Fv"""t 611 �i ARCHITECTS DATE 370NorN 37th St Douc, ID. 93703 R081338-1312 F,U (108) J38-0011 hseemN,aa.wm A1AY 23, 2014 13168 F 115—R1 3 PRE -MANUFACTURED WOOD TRUSS *INSULATION BAFFLE: 2x LAID FLAT, FASTENED TO TOP CHORD OF EACH TRUSS WITH CONTINUOUS PLYWOOD EXTENDING P-7 MINIMUM. (NOTCH AROUND TRUSS WEBBING AS REQUIRED) - TRUSS BLOCKING PER TR 155 MANUFACTURER BETWEEN EACH TRUSS. SEE STRUCTURAL FOR 0 ADDITIONAL INFORMATION. 'Y2" RESILIENT CHANNELS AT 16" O.G. %" FIRE RATED GYPSUM BOARD EDGE NAILING DOUBLE TOP PLATE - EXTERIOR STORAGE %" GYPSUM BOARD - INSULATION, SEE SPECIFICATIONS - SHEATHING i NAILING PER STRUCTURAL - FRAMING scale: i = 1'-0'' OVERBUILD TRUSSES PER STRUCTURAL ROOFING OVER UNDERLAYMENT, SEE SPECIFICATIONS ROOF SHEATHING, PER STRUCTURAL PRE -MANUFACTURED WOOD TRUSS Y" RESILIENT CHANNELS AT 16" O.C. %" FIRE RATED GYPSUM BOARD R-60 BLOWN -IN INSULATION, WITH MINIMUM R-21 AT EAVE. SEE SPECIFICATIONS FRAMING ANCHORS PER STRUCTURAL V GYPSUM BOARD STUD WALL PER PLAN. SEE STRUCTURAL DETAIL AT OVERBUILD REVISION& 13168 SHEET VHUTCHISON i SMITH DRAM TM 612 _ �) ARCHITECTS DATE 13 nn North 27th sLso�ED. 93702 (zaa)sss-iziz rnx (2W) 339 ooii "..��mar.�m MAY 23, 2014 ans_gl _c�z 2x BLOCKING PER STRUCTURAL - I %" GYPSUM BOARD STUD WALL PER PLAN. SEE STRUCTURAL. INSULATION, SEE SPECIFICATIONS SILL NAILING PER STRUCTURAL 2x SILL PLATE PER STRUCTURAL GYP -CRETE TOPPING SLAB OVER FLOOR SHEATHING PER STRUCTURAL FLOOR TRUSSES PER STRUCTURAL 0 3i " SOUND BATTS %" FIRE RATED GYPSUM BOARD FIBER CEMENT SIDING OVER BUILDING WRAP, SEE ELEVATIONS SHEATHING 4 NAILING PER STRUCTURAL R-5 CONTINUOUS RIGID INSULATION ROOFING OVER STEP FLASHING. UNDERLAYMENT, SEE SEE DETAIL A/101. SPECIFICATIONS EDGE NAILING PER ROOF SHEATHING, PER STRUCTURAL STRUCTURAL NAILING PER STRUCTURAL SHEATHING 4 NAILING PER STRUCTURAL PRE -MANUFACTURED WOOD SCISSOR TRU55ES AT VAULTED CEILING PER STRUCTURAL i i R-60 BLOWN -IN INSULATION, WITH MINIMUM R-21 AT EAVE. BEE SPECIFICATIONS Y" RESILIENT CHANNELS AT 16" O.G. W FIRE RATED GYPSUM BOARD EDGE NAILING PER STRUCTURAL %" FIRE RATED GYPSUM BOARD BEAM OR STUD WALL PER STRUCTURAL �" RESILIENT CHANNELS AT 16" O.C. LOW ROOF AT WALL LINE Scales: I" = I' -o' HUTCHISON SMITH _ �i ARCHITECTS 270NGM276St 80=ID.83203 (208)338-1212 FA (208)338-011 hsaarchi,cb.mm 13168 Iff MAY 23, 2014 SHEET 613 13168 FIBER CEMENT SIDING OVER BUILDING WRAP, SEE ELEVATIONS SHEATHING d NAILING PER STRUCTURAL GYPSUM BOARD R 5 CONTINUOUS RIGID INSULATION STUD WALL PER PLAN. STEP FLASHING. SEE STRUCTURAL. SEE DETAIL A/101. INSULATION, SEE EDGE NAILING PER SPECIFICATIONS STRUCTURAL 2x BLOCKING PER ROOFING OVER STRUCTURAL UNDERLAYMENT, SEE SPECIFICATIONS SILL NAILING PER STRUCTURAL ROOF SHEATHING, PER 2x SILL PLATE PER STRUCTURAL STRUCTURAL GYP -CRETE TOPPING SLAB OVER FLOOR SHEATHING PER STRUCTURAL FLOOR NAILING PER -A � f1 STRUCTURALSES PER STRUCTURAL 3Y` SOUND BATTS PRE -MANUFACTURED y-;' RESILIENT WOOD TRUSSES PER CHANNELS AT 16" O.G. STRUCTURAL GYPSUM BOARD 5/a" FIRE RATED EDGE NAILING PER GYPSUM BOARD STRUCTURAL RIM JOIST WITH FRAMING ANCHORS FRAMING ANCHOR PER STRUCTURAL PER STRUCTURAL STUD WALL PER PLAN. DOUBLE TOP PLATESEE STRUCTURAL. PER STRUCTURAL V GYPSUM BOARD %" GYPSUM BOARD INSULATION, SEE SHEATHING E NAILING SPECIFICATIONS PER STRUCTURAL LOW ROOF AT WALL LINE. sr -a15: i° a '_01 :ld`it9 411111 HUTCHISON SMITH �A ARCHITECTS 270NOMM 51. Baia, ID. 83702 (209)338-1212 FAX(208)33"11 LL ae�Aittce.mm 13168 DRAWN TM DATE MAY 23, 2014 SHEET 613 13168 ROOFING OVER UNDERLAYMENT, 2x BLOCKING AT RIDGE, WITH SEE SPECIFICATIONS EDGE NAILING PER STRUCTURAL ROOF SHEATHING, PER STRUCTURAL EDGE NAILING, PER STRUCTURAL 12 PRE -MANUFACTURED S ROOF PITCH WOOD TRUSS, WITH TOP CHORD EXTENDING t0 RIDGE. SEE STRUCTURAL BLOCKING PER TRUSS MANUFACTURER AT EACH CONTINUOUS 2x AT BAY. SEE STRUCTURAL RIDGE PER STRUCTURAL R-60 BLOWN -IN INSULATION, WITH MINIMUM R-21 AT EAVE. SEE SPECIFICATIONS �" GYPSUM BOARD DRAFTSTOP WHERE OCCURS, SEE ATTIC PLAN. 2x6 LEDGER, PER / STRUCTURAL 2x6 CEILfNG JOIS� ATEACH TRUSS. PER STRUCTURAL / (2) LAYER %" FIRE RATED G SUM BOARD JOIST HAN ER PER STRUCTURAL Yz" RESILIENT CHANNELS SUSPENDED ACOUSTICAL PANEL CEILING SYSTEM CENTERED IN CORRIDOR AT AT 16" O.G. S'-0" AFF. SEE REFLECTED CEILING PLAN. 5/e" FIRE RATED EDGE NAILING, PER STRUCTURAL GYPSUM BOARD DOUBLE TOP PLATE FRAMING ANCHOR a/a' FIRE RATED GYPSUM BOARD PER STRUCTURAL a/a" FIRE RATED STUD WALL PER STRUCTURAL WITH GYPSUM BOARD 5 1/2" SOUND ATTENUATION BATTS SHEATHING 4 NAILING PER STRUCTURAL Y` RESILIENT CHANNELS AT I6" O.C. n TRUSS AT CORRIDOR WALL 5r -ale: i" = 1'-0'' HUTCHISON SMITH �i ARCHITECTS 21014mth 27th 5l. Boiu, (D. 837M (208)]38-124 FAX (208)]18-0011 hsaucAiWE.mm REV810NR 13168 SHEET 614 13168 614-618 DRTM DATE MAY 23, 2014 ROOFING OVER UNDERLAYMENT, SEE SPECIFICATIONS ROOF SHEATHING, PER STRUCTURAL EDGE NAILING, PER STRUCTURAL PRE -MANUFACTURED WOOD TRUSS, WITH TOP CHORD EXTENDING TO RIDGE. SEE STRUCTURAL BLOCKING PER TRUSS MANUFACTURER AT EACH BAY. SEE STRUCTURAL - TRUSS MANUFACTURER TO PROVIDE POCKET FOR BEAM FRAMING ANCHOR AT EACH TRU55 PER STRUCTURAL. 2x BLOCKING AT RIDGE, WITH EDGE NAILING PER STRUCTURAL 12 5 ROOF PITCH CONTINUOUS 2x AT RIDGE, FASTEN PER STRUCTURAL TRUSS VERTICAL LEG TO BEAR ON TOP OF BEAM R-60 BLOWN -IN INSULATION, WITH MINIMUM R-21 AT EAVE. SEE SPECIFICATIONS — Y2" GYPSUM BOARD DRAFTSTOP WHERE OCCURS, SEE ATTIC PLAN. 2x6 LEDGER, PER / STRUCTURAL 2x6 CEILING JOIS� AT EACH TRUSS. PER STRUCTURAL (2) LAYER5/a" FIRE RATED GYr5UM BOARD JOIST HAN ER PER STRUCTURAL SUSPENDED ACOUSTICAL PANEL CEILING SYSTEM CENTERED IN CORRIDOR AT 6-0" APF. SEE REFLECTED CEILING PLAN. FRAMING ANCHOR AT EACH TRUSS PER STRUCTURAL. BEAM PER STRUCTURAL — V HANGER PER TRUSS MANUFACTURER SEE STRUCTURAL WALL LINE BEYOND TRUSS POCKET FOR BEAM ASCG le: III c HUTCHISON REVISIONS: 13168 SHEET SMITH °mo'"'"t 61� &:TANd ARCHITECTS DATE 13168 270 NOM 27W St Boiu.ID, 8J)03 (208)333-1212Fnx aoawauon MAY 23, 2014 614-618 ) " RE5ILIEP CHANNELS AT 16" O.C. V FIRE RATED GYPSUM BOARD ROOFING OVER UNDERLAYMENT, SEE SPECIFICATIONS EDGE NAILING, PER STRUCTURAL ROOF SHEATHING, PER STRUCTURAL ROOF JOIST PER STRUCTURAL / I J015T HANGER PER STRUCTURAL GIRDER TRUSS EACH SIDE OF CORRIDOR PER STRUCTURAL )4" GYPSUM BOARD DRAFTSTOP WHERE OCCURS, SEE ATTIC PLAN. R-60 BLOWN -IN INSULATION, WITH MINIMUM R-21 AT EAVE. SEE SPECIFICATIONS — 2x(o LEDGER PER STRUCTURAL 2x6 CEILING J015T PER STRUCTURAL I F/� ATTIC WALKWAY. / SEE DETAIL A/618. (2) LAYERS V FIRE RATED G PSUM BOARD JOIST HAN ER PER STRUCTURAL SUSPENDED ACOUSTICAL PANEL CEILING SYSTEM CENTERED IN CORRIDOR AT 6-0" AFF. SEE REFLECTED CEILING PLAN. EDGE NAILING, PER STRUCTURAL DOUBLE TOP PLATE %" FIRE RATED GYPSUM BOARD - STUD WALL PER STRUCTURAL WITH 5 1/2" SOUND ATTENUATION BATTS C RESILIENT CHANNELS AT 16" O.C. V FIRE RATED GYPSUM BOARD SHEATHING 4 NAILING PER STRUCTURAL J ) " RESILIENT CHANNELS AT 16" O.C. TRUSS FRAMING AT CORRIDOR Asale: 3/41t = REVIS1ON& 13168 SHEET HUTCHISON SMITH DRAW TM 616 iA ARCHITECTS DATE Norm nm „r. 1A—rI 3168 xva Nosa eo(n.s»"ewn>_ az Iza-iFAX (3081 A-00 911 m.v�niura.mm MAY 23, 2014 R1 d—R1 R PRE -MANUFACTURED WOOD TRUSS PER STRUCTURAL EDGE NAILING:, PER STRUCTURAL ROOF SHEATHING, PER STRUCTURAL ROOF JOIST PER STRUCTURAL JOIST ROOFING OVER UNDERLAYMENT, HANGER PER SEE SPECIFICATIONS STRUCTURAL 12 \ \ROOF PITCH 5 JOIST HANGER STRUCTURAL RUC URAL GIRDER TRUSS EACH SIDE OF CORRIDOR PER STRUCTURAL — SUSPENDED ACOUSTICAL PANEL CEILING �" RESILIENT Yz" GYPSUM BLOCKING PER TRUSS CHANNELS BOARD MANUFACTURER AT EACH BAY. AT 16 O.G. DRAFTSTOP SEE STRUCTURAL V FIRE WHERE R-60 BLOWN -IN INSULATION, WITH MINIMUM RATED OCCURS, SEE R-21 AT EAVE. SEE SPECIFICATIONS GYPSUM ATTIC PLAN. 2x6 CEILING JOIST PER STRUCT 2x6DELER PER STRUCTURAL SUSPENDED ACOUSTICAL PANEL CEILING �" RESILIENT SYSTEM CENTERED IN CORRIDOR AT y" RESILIENT CHANNELS S'-0" AFF. SEE REFLECTED CEILING PLAN. CHANNELS AT 16 O.G. EDGE NAILING, PER STRUCTURAL AT 16" O.C. V FIRE DOUBLE TOP PLATE V FIRE RATED RATED 5/a° FIRE RATED GYPSUM BOARD GYPSUM BOARD GYPSUM STUD WALL PER STRUCTURAL WITH BOARD 5 1/2" SOUND ATTENUATION BATTS SHEATHING E NAILING PER STRUCTURAL �" RESILIENT CHANNELS AT 16" O.C. TRUSS FRAMING AT CORRI®OR AScale: 3/4" = 1'-0" REVISIONS: 13168 SHEET HUTCHISON °�M SMITH 617 �B ARCHITECTS IiO NOM ITh St Boiu, ID. HJIOI (I08)UB-1212 FAX (2081338 IX111 hseercM1i�mb.mm DATE MAY 23, 2014 13168 Rid—R1R 12 5 ROOF PITCH BLOCKING PER TRUSS MANUFACTURER AT EACH BAY, EACH SIDE OF CORRIDOR SEE STRUCTURAL — %" APA RATED SHEATHING WITH 10d NAILS AT 6" O.C. AT PANEL EDGES 412" AT INTERMEDIATE SUPPORT. om 12 ROOF PITCH 1 5 24"x48" ACCESS DOOR AT EACH DRAFTSTOP. SEE ATTIC PLAN. 2x4 WALKWAY FLOOR JOIST AT 48" O.0 WITH 11,124" HANGERS EACH END. EQ2'-0" EQ .r11-1 2x4 DIAGONAL BRACE AT 8'-0" O.G.- ACROSS lU STUD BAY- STAGGERED EACH SIDE OF WALKWAY WITH (2) 16d'S EACH END TO STUDS. 2x4 DIAGONAL BRACE AT 48" O.G. WITH (2)16d'S EACH END TO STUDS. 2x4 WALL FRAMING AT 24" O.G. AT EACH SIDE OF WALKWAY. 2x6 GE JOIST WITH ".1526"/ , / EIACH JIOIS7 HANGERS EACH E EACH END AT 2x6 LEDGER WITH (3) Ibd'S AT EACH TRUSS ATTICWALKWAY ABOVE CORRIDOR A Scm -A 1A 11 = I'— -,)II REvIioNS: 13168 SHEET HUTCHISON SMITH °RTM 61 ARCHITECTS DATE' 13168 no Bonn 27th St solo. io.anaz ¢aau3a-¢¢ FAX ROB)]ta-0011 hs."ewixu.mm MAY 23, 2014 R1 d—R1 R ;10 BLOCKING ER STRUCTURAL EVELED TOP -ATES TAMING ANCHOR ER STRUCTURAL -60 BLOWN -IN SOLATION, SEE 'ECIFICATION5 EILING JOIST ER STRUCTURAL )LAYERS RE RATED YPSUM BOARD U1 Lx4 pLuLT%,l V[0 HI KIWC, rrm STRUCTURAL EDGE NAILING PER STRUCTURAL BLOCK LAID FLAT AGAINT ON EACH SIDE, FASTEN PER STRUCTURAL L EDGE NAILING ELEVATOR HOISTWAY 11/2' VENTILATION NOTCHES AT 6" O.0 TYPICAL ABOVE ELEVATOR SHAFT ROOF VENTS AT ELEVATOR SHAFT SEE ROOF PLAN ROOF J015T PER STRUCTURAL ROOF SHEATHING 12 PER STRUCTURAL ROOF PITCH 5 JOIST HANGER PER STRUCTURAL EDGE NAILING 2x LEDGER FASTEN TO TRU55 PER STRUCTURAL PRE -MANUFACTURED �\ WOOD TRUSS. SEE POST UNDER HOIST BEAM TO BE CARRIE[ DOWN TO FOUNDATION PER STRUCTURAL KING STUD ON EACH SIDE OF HOIST BEAM P05T WITH FASTENERS PER STRUCTURAL STUD WALL PER PLAN. SEE STRUCTURAL. FRAMING ANCHOR PER STRUCTURAL DOUBLE TOP PLATE STUD WALL PER PLAN. EDGE NAILING BLOCKING PER TRUSS MANUFACTURER, WITH FRAMING ANCHORS TO TOP PLATE HOIST BEAM PER STRUCII HOIST BEAM FASTENERS PER STRICT SEE STRUCTURAL. - ROOF DETAIL AT ELEVATOR SHAFT Scale: I" = 11 _x " V' SMITH ISON i) ARCHITECTS roNm 2)d, 8� Mm. N. 83702 (208)3)8-1212 FN (208)338U 11 "wnhnars.wm A. TM DATE MAY 23, 2014 SHEET 619 13168 TRUSS PER STRUCTURAL R-60 BLOWN INSULATION, W R-21 AT EAVE SPECIFICATIC FASTENERS P STRUCTURAL 2x6 BLOCKIN( FLAT AT 24" C STRUCTURAL FASTENERS P STRUCTURAL )s" RESILIENT CHANNELS AT %" FIRE RATE GYPSUM BOAI FRAMING ANG PER STRUCTUI ELEVATOR HOISTWAY INSULATION, SEE SPECIFICATIONS 2x6 STUD WALL AT ATTIC PER STRUCTURAL DOUBLE TOP PLATE STUD WALLS PER PLAN. SEE STRUCTURAL 5/e'I FIRE RATED GYPSUM BOARD SY" SOUND BATTS BLOCKING AT CEILING LEVEL - ELEVATOR SHAFT REVISION&: 13168 SHEET HUTCHISON SMITH DR TM620 �i ARCHITECTSDATT E 13168 270 NOM 2]Ih Sc Bois41U.83703 (208) 318-1212 FAX (208)338-0011 hsamf,ircas.wm MAY 23, 2014 819-877 v = - ROOFING OVER UNDERLAYMENT, SEE SPECIFICATIONS ROOF SHEATHING NAILING PER PER STRUCTURAL /— STRUCTURAL DRAG TRU55/TRUSS PER STRUCTURAL - LOCATED FROM SHEAR WALL PER EDGE NAILING STRUCTURAL PER STRUCTURAL R-60 BLOWN -IN INSULATION, WITH SHEATHING 4 NAILING MINIMUM R-21 AT PER STRUCTURAL EAVE. SEE SPECIFICATIONS FRAMING ANCHOR MATCH SHEATHING SIZE PER STRUCTURAL AND NAILING PATTERN PER SHEAR WALL BELOW 2x12 LAID FLAT CONTINUOUS WITH FASTENERS PER STRUCTURAL TRUSS PER STRUCTURAL EDGE NAILING PER STRUCTURAL RESILIENT CHANNELS Y2" RESILIENT 5/g" FIRE RATED CHANNELS AT 16" O.C. GYPSUM BOARD s/8. FIRE RATED 2x4 AT 24" O.C. FASTEN GYPSUM BOARD PER STRUCTURAL EDGE NAILING DOUBLE TOP PER STRUCTURAL PLATE (2) LAYERS 2Y2" SOUND 2x PARTY WALL, BATTS, SEE SEE WALL SECTION SPECIFICATIONS A/A6.8 SHEATHING 4 NAILING PER STRUCTURAL FIRE RATED GYPSUM BOARD FIRE RATED GYPSUM BOARD SHEAR TRANSFER DETAIL Scale: r" = 11-0,. HUTT ISON ARCHITECTS 270 NoM 27N St Boi 1D. 93702 (209)338-1212 FA (208)338-0011 k"ucEa.. 13168 DRAWN: TM DATE MAY 23, 2014 SHEET VI 621 13168 B ROOF DETAIL AT ELEVATOR SHAFT HUTCHISON EIEV1810N& 8 SHEET II II II II 619 iB ARCHITECTS ]ONalh 27& SL Boiu. N. B)703 R0811JA-1212 FA%ROPJ 338-0011 hseanNkcrs.wm DATE LIAY 23, 2014 13168 R10_R7q P0 SBE == FASTENERS�... STRUCTURAL ELEVATORPER P05T LNQER HOIST BEAM TO i HOISTWAY 15E CARRIED DOW TO FaNDATION PER KIWj ... . .' •-�t �. ,/ ►/'o • •FASTENERS PER STRICTURAL �n. B ROOF DETAIL AT ELEVATOR SHAFT HUTCHISON EIEV1810N& 8 SHEET / SMITH""Y 619 iB ARCHITECTS ]ONalh 27& SL Boiu. N. B)703 R0811JA-1212 FA%ROPJ 338-0011 hseanNkcrs.wm DATE LIAY 23, 2014 13168 R10_R7q 2 -HOUR FIRE WALL EXTENDS FROM V vvrw, �r n oiv� yr c-nvuF rN4C wr" CONCRETE SLAB BELOW TO 3Y" SOUND BATT5 UNDERSIDE OF ROOF DECK ABOVE. STUD WALL PER PLAN, SEE STRUCTURAL 0 SHEAR TRANSFER DETAIL - AT 2 -HOUR FIRE WALL Scale: 3/4" = P-0" REVWNB -C:UV SM TH ISON _ �i ARCHITECTS 270 NoM 27th St BoiKM. 83102 (208)338-1212 FAX(208)338-0011 hwmhitaa.wm 13168 )RAYM TM )ATE MAY 23, 2014 SHEET 622 13168 WITHIN 4'-0" OF TI4E FIRE WALL WITHIN 4'-0" OF THE FIRE WALL TRUSS REQUIRED EACH SIDE OF FIREWALL PER STRUCTURAL FIRE RATED GYPSUM BOARDFIRE DIRECTLY BENEATH THE UNDERSIDE OF ROOF DECK, SUPPORTED BY 2x LEDGERS ATTACHED TO SIDE OF TRUSSES FOR A MINIMUM DISTANCE OF BOTH SIDES OF FIRE WALL. MROOF RATED GYPSUM BOARD DIRECTLY BENEATH THE UNDERSIDE OF ROOF DECK, SUPPORTED BY 2x LEDGERS ATTACHED TO SIDE OF TRUSSES FOR A MINIMUM DISTANCE OF 4'-0" ON BOTH SIDES OF FIRE WALL. INSULATION, SEE SPECIFICATIONS Y�11 RESILIENT CHANNELS AT I6" O.C. Y)" RESILIENT CHANNELS At 16" O.C. FIRE RATED GYPSUM BOARD s/a" FIRE RATED GYPSUM BOARD SHEATHING 4 NAILING PER STRUCTURAL SHEATHING 4 NAILING NOTE: EXTEND FIRE WALL INTO ROOF OVERHANG TO BACK OF FASCIA BACKER PER STRUCTURAL (2) LAYERS V FIRE RATED GYPSUM 2 -HOUR FIRE WALL EXTENDS FROM V vvrw, �r n oiv� yr c-nvuF rN4C wr" CONCRETE SLAB BELOW TO 3Y" SOUND BATT5 UNDERSIDE OF ROOF DECK ABOVE. STUD WALL PER PLAN, SEE STRUCTURAL 0 SHEAR TRANSFER DETAIL - AT 2 -HOUR FIRE WALL Scale: 3/4" = P-0" REVWNB -C:UV SM TH ISON _ �i ARCHITECTS 270 NoM 27th St BoiKM. 83102 (208)338-1212 FAX(208)338-0011 hwmhitaa.wm 13168 )RAYM TM )ATE MAY 23, 2014 SHEET 622 13168 FIBER CEMENT SIDING OVER BUILDING WRAP, SEE ELEVATIONS — R-5 CONTINUOUS RIGID INSULATION CONTINUOUS FLASHING EDGE NAILING PER STRUCTURAL — 2x6 BLOCKING WITH FASTENERS PER STRUCTURAL — ROOF SHEATHING 12 PER PLAN ROOFING OVER UNDERLAYMENT,SEE SPECIFICATIONS — PRE -MANUFACTURED WOOD ROOF TRUSS PER PLAN LEDGER AND FASTENERS PER STRUCTURAL TRUSS HANGER PER STRUCTURAL R-60 BLOWN -IN INSULATION, WITH MINIMUM R-21 AT EAVE. SEE SPECIFICATIONS - PER PLAN 2 -HOUR FIRE RATED ri CEILING ASSEMBLY PER GA FILE NO. RC2151. (3) LAYERS V FIRE RATED GYPSUM BOARD Y8° HAT CHANNELS AT 24" O.C. CU LAYER %" FIRE RATED GYPSUM BOARD 2 -HOUR RATED FIRE BARRIER PER GA FILE NO. WP3910. SHEATHING 4 NAILING PER STRUCTURAL 5 ROOF PITCH FRAMING ANCHORS PER STRUCTURAL - V GYPSUM BOARD R -(o0 BLOWN -IN INSULATION, WITH MINIMUM R-21 AT EAVE. SEE SPECIFICATIONS INSULATION, SEE SPECIFICATIONS RIM JOIST WITH FRAMING ANCHORS PER STRUCTURAL 3) " SOUND BATTS — Yz" RESILIENT CHANNELS AT 16" O.G. FIRE RATED GYPSUM BOARD BLOCKING PANEL AT 24" O.G. PER STRUCTURAL DOUBLE TOP PLATE (2) LAYERS %" FIRE RATED GYPSUM BOARD, EACH SIDE OF FIRE BARRIER 3�" SOUND BATTS, V STUD WALL PER PLAN, LOW ROOF LEDGER m SEE STRUCTURAL MAINTENANCE ROOM Ascale: i° = 11-0[1 HUTCHISON REVISIONS 13168 SHEET SMITH °Rnw 6123 -i ARCHITECTS DATE: 270 eonn 27th si ftmMNG lo. eJ>oz (z081 JJe-1212 X (208) 338-11011 13168MAY 23, 2014 907_90A = SHEATHING rlvmm l rl 1G1Y1 olvIJNU vvrm PLAN BUILDING WRAP, SEE ELEVATIONS — R-5 CONTINUOUS RIGID INSULATION :ING OVER CONTINUOUS FLASHING !PLAYIFICAT NT, SEE :IFICATIONS EDGE NAILING PER STRUCTURAL — CONTINUOUS 2x NAILER WITH FASTENERS PER STRUCTURAL PRE-MANU CTURE WOOD ROCf TRUSS PER PLAN 2 -HOUR FIRE RATED CEILING ASSEMBLY PER GA FILE NO. RG -2151. (3) LAYERS V FIRE RATED GYPSUM BOARD %" HAT CHANNELS AT 24" O.C. lU LAYER 5/a" FIRE RATED GYPSUM BOARD 2-14OUR RATED FIRE BARRIER PER GA FILE NO. WP3(310. — SHEATHING 4 NAILING PER STRUCTURAL Ftq FRAMING ANCHORS PER STRUCTURAL - %" GYPSUM BOARD R-60 BLOWN -IN INSULATION, WITH MINIMUM R-21 AT EAVE. SEE SPECIFICATIONS INSULATION, SEE SPECIFICATIONS RIM JOIST WITH FRAMING ANCHORS PER STRUCTURAL 31 " SOUND BATTS — Y2" RESILIENT CHANNELS AT 16" O.G. a/a" FIRE RATED GYPSUM BOARD BLOCKING PANEL AT 24" O.G. PER STRUCTURAL DOUBLE TOP PLATE (2) LAYERS a/a" FIRE RATED GYPSUM BOARD, EACH SIDE OF FIRE BARRIER M" SOUND BATTS STUD WALL PER PLAN, SEE STRUCTURAL LOW ROOF AT WALL LINE - MAINTENANCE ROOM Scale: I" = 11-0" &ToI SM HISON ARCHITECTS 220 NOM 27th 80i 10.83)02 (208)3381212 FkX(208)339-W11 Imv Wh W.wm REVISOM 13168 )RAWNY TM )ATE MAY 23, 2014 SHEET 623 13168 Yz" RE CHAIN 5/s" F I GYP: ATTIC ACCESS DETAIL Scale: I" = I'-0" HUTCHISON SMITH �i ARCHITECTS 210 NoM 27th SL Boim ID 8.1102 (208)338-1212 FA (208)338-0011 hsaarchit m.rvm FACTURED SS dLATION DAM )PENING Udl-IN INSULATION, .IM R-21 AT EAVE. FICATION5 . RATED, INSULATED LOCKABLE ATTIC ACCESS HATCH, SEE SFECIFICATION5 (2 -HR ATTIC ACCESS HATCH AT MAINTENANCE ROOM) 13168 TM MAY 23, 2014 SHEET 624 13168 NOT USED REVISIONS HUTCHISON SMITH ARCHITECTS 2711 NnN, 271b St B -1.1D.83702 (209)1181213 FAN (208) 31tl 0011 luue¢hil¢ts.rom 13168 DRAWN: TM DATE MAY 23, 2014 SHEET 626 13168 F13 NOT USED �I SMITH ISON r) ARCHITECTS 270NoBh2Bh St Boise. 10.9190? (2091318-1212 F.U12Oftll]8-XII haarchncc¢.min 13168 tuy MAY 23, 2014 SHEET 627 13168 NOT USED &Gd,.,3: I° = ,'_O' REVISIONS X168 SHEET HUTCHISON SMITH ° M T 6'28 -i ARCHITECTS DATE 13168 270 Norm±gym St. eoa, I_awox ixuxiI'S -izi: FAX izuxi zzx-omi �na<mn,w�.win MAY 23, 2014 aos_aoo NOT USED 5cais: I" s 11_0, REVISIONS -[:UW HUTCHISON SMITH ARCHITECTS 290 Noi,h 29th St Boise. ID. 13702 (N1) 111-1 2 12 FAR 12081 U8-WII 1¢mrch.osis oi 13168 DRAWN: TM MAY 23, 2014 SHEET 629 13168 SILL NAILING: PER STRUCTURAL — EDGE NAILING PER STRUCTURAL R-5 CONTINUOUS RIGID INSULATION FIBER CEMENT SIDING OVER BUILDING WRAP, SEE ELEVATIONS — FRAMING ANCHOR AT EACH FLOOR TRUSS PER STRUCTURAL — EDGE NAILING PER STRUCTURAL DOUBLE TOP PLATE SHEATHING 4 NAILING PER STRUCTURAL — INSULATION, SEE SPECIFICATIONS 5/e11 GYPSUM BOARD STUD WALL PER PLAN. SEESTRUCTURAL. INSULATION, SEE SPECIFICATIONS 2x SILL PLATE PER STRUCTURAL GYP -CRETE TOPPING SLAB OVER FLOOR SHEATHING PER STRUCTURAL FLOOR TRUSSES PER STRUCTURAL A" SOUND BATTS Y" RESILIENT CHANNELS AT Ib" O.G. %" FIRE RATED GYPSUM BOARD RIM JOIST WITH FRAMING ANCHORS PER STRUCTURAL STUD WALL PER PLAN. SEE STRUCTURAL. %" GYPSUM BOARD WALL TO FLOOR CONNECTION Scale: lu c ,i -0u Vi SMITH ISON ARCHITECTS 270 North 270 8t Bom 10. 83702 (208)138-1212 FA)((209)338A 11 h =bil ,wm 13168 DRAYM TM DATE MAY 23, 2014 SHEET 630 13168 %" GYPSUM BOARD NAILING INTO FIBER CEMENT SIDING BLOCKING PER OVER BUILDING WRAP, STRUCTURAL SEE ELEVATIONS \ A A" SOUND BATT FRAMING ANCHOR STUD WALL PER PLAN. SEE STRUCTURAL. INSULATION, SEE EDGE NAILING PER SPECIFICATIONS CHANNELS A7 16" O.C. 2x SILL PLATE PER ro '7z STRUCTURAL SILL NAILING PER STRUCTURAL GYP -CRETE TOPPING SLAB OVER , FLOOR SHEATHING PER STRUCTURAL PLATE NAILING INTO BLOCKING EDGE NAILING PER PER STRUCTURAL STRUCTURAL PER STRUCTURAL SHEATHING d NAILING FLOOR TRUSSES PER RIM JOIST WITH STRUCTURAL R-5 CONTINUOUS FRAMING ANCHORS RIGID INSULATION —� NAILING INTO FIBER CEMENT SIDING BLOCKING PER OVER BUILDING WRAP, STRUCTURAL SEE ELEVATIONS \ A A" SOUND BATT FRAMING ANCHOR PER STRUCTURAL y" RESILIENT EDGE NAILING PER CHANNELS A7 16" O.C. STRUCTURALV FIRE RATED GYPSUM BOARD DOUBLE TOP PLATE BLOCKING PANEL AT 24" O.G. PER STRUCTURAL SHEATHING d NAILING RIM JOIST WITH PER STRUCTURAL FRAMING ANCHORS INSULATION, SEE PER STRUCTURAL SPECIFICATIONS STUD WALL PER PLAN. SEE STRUCTURAL. %" GYPSUM BOARD WALL TO FLOOR CONNECTION ® •' Scale: I" = P—o'' HUTCHISON SMITH ARCHITECTS 270 NOM 27th SL fti ID. 83702 (208)338-1213 M (208) 338-W I I luemchilc6.wm 068 OAAWk TM )ATE MAY 23, 2014 SHEET 631 13168 5/e" FIRE RATED GYPSUM BOARD STUD WALL PER PLAN. Y," RESILIENT CHANNELS AT 16" O.C. SEE STRUCTURAL.5/e' FIRE RATED GYPSUM BOARD E SOUND BATTS, SEE SHEATHING 4 NAILING SPECIFICATIONS PER STRUCTURAL 2x SILL PLATE PER EDGE NAILING PER STRUCTURAL STRUCTURAL GYP -CRETE TOPPING SLAB OVER FLOOR SHEATHING JOIST HANGER PER PER STRUCTURAL STRUCTURAL FLOOR TRUSSES FLOOR JOIST PER PER STRUCTURAL F STRUCTURAL 3Y" SOUND BATTS %� WOOD FIBER BOARD 5/a" FIRE RATED FIRE RATED GYPSUM BOARD GYPSUM BOARD SUSPENDED ACOUSTICAL V' RESILIENT CHANNELS PANEL CEILING AT 16" O.C. BLOCKING WITH FRAMING FRAMING ANCHOR AT EACH ANCHORS AT EACH FLOOR TRUSS PER STRUCTURAL TRUSS PER STRUCTURAL 5Y" SOUND BATTS, SEE EDGE NAILING PER SPECIFICATIONS STRUCTURAL %" FIRE RATED DOUBLE TOP PLATE GYPSUM BOARD STUD WALL PER PLAN. I" RESILIENT CHANNELS AT I6" C SEE STRUCTURAL. JOIST SHEATHING 4 NAILING FLOORQ l®IV 1 PER STRUCTURAL 5/8" FIRE RATED GYPSUM BOARD A TO WALL CONNECTION S�a.s: 1 1/2" = I'-0" IMI�HISON &!To ARCHITECTS 270 NoM 27th SL Boi¢ ID. 83702 (208)338-1212 MN(208)338-00❑ lummhlwm mm 13168 DRAVft TM DATE MAY 23, 2014 SHEET 632 13168 STUD WALL PER PLAN. V SEE STRUCTURAL. Y" RESILIENT CHANNELS AT I6" O.C. 5Y" SOUND BATTS, SEE 5/e" FIRE RATED GYPSUM BOARD SPECIFICATIONS SHEATHING d NAILING PER STRUCTURAL 2x SILL PLATE PER STRUCTURAL EDGE NAILING PER GYP -CRETE TOPPING SLAB STRUCTURAL OVER FLOOR SHEATHING PER STRUCTURAL JOIST HANGER PER NAILING INTO BLOCKING STRUCTURAL PER STRUCTURAL FLOOR JOIST PER FLOOR TRUSSES STRUCTURAL PER STRUCTURAL SY" SOUND BA Y" RESILIENT CHANNELS Y" WOOD FIBER BOARD AT I6 O.G. Y" FIRE RATED GYPSUM BOARD NAILING INTO BLOCKING PER STRUCTURALSUSPENDED ACOUSTICAL NL. 5/a" FIRE RATED PANEL CEILING GYPSUM BOARD RIM JOIST WITH FRAMING BLOCKING PANEL AT 24" O.C. ANCHORS PER STRUCTURAL PER STRUCTURAL EDGE NAILING PER STRUCTURAL 5Y" SOUND BATTS, SEE FRAMING ANCHOR SPECIFICATIONS PER STRUCTURAL FIRE RATED DOUBLE TOP PLATE GYPSUM BOARD PER STRUCTURAL Y" RESILIENT CHANNELS AT 16" O.C. STUD WALL PER PLAN. SEE STRUCTURAL. SHEATHING d NAILING PER STRUCTURAL FLOORJOIST %" FIRE RATED GYPSUM BOARD TO WALL CONNECTION BScale: 1 1/2" _-0" REVISIONS' SHEET HUTCHISON SMITH oRAwrc 63 �i ARCHITECTS DATE n"Nenh nm sc 9oua ID. 83702 rzoe»¢ ze-i:iz rac 09l voo xii n:.arcnaan.wm 13168MAY 23, 2014 nln_az: FLOOR TRUSSES PER STRUCTURAL STUD WALL PER PLAN. SEE STRUCTURAL. %" FIRE RATED GYPSUM BOARD GYP -CRETE TOPPING SLAB OVER FLOOR SHEATHING PER STRUCTURAL EDGE NAILING PER STRUCTURAL JOIST HANGER PER STRUCTURAL FLOOR JOIST PER STRUCTURAL Y9 WOOD FIBER BOARD Y," FIRE RATED GYPSUM BOARD SUSPENDED ACOUSTICAL PANEL CEILING BEAM PER STRUCTURAL HANGER PER TRUSS MANUFACTURER DOUBLE TOP PLATE WE FIRE RATED GYPSUM BOARD STUD WALL PER PLAN. SEE STRUCTURAL. v v FLOOR JOIST NOTE: TRUSSES MAY BE ORIENTED PARALLEL WITH THE BEAM. TOBEAM CONNECTION COORDINATE WITH THE PLANS e>cale: 1 1/2'' = l' -O" � HUTCHSMITHISDN &!T,gd ARCHITECTS 270 NoM 27th St DoiK ID. 0102 (208)1)8-1212 FA (209)338-W II hm it",wm 13168 DRAWR TM DATE MAY 23. 2014 SHEET 633 13168 (2) LAYERS 2Y," SOUND BATTS, SEE SPECIFICATIONS SHEATHING AND NAILING PER STRUCTURAL. FIRE RATED WE FIRE RATED GYPSUM BOARD GYPSUM BOARD EDGE NAILING 2x PARTY WALL PER PLAN. PER STRUCTURAL fSEE WALL SECTION A/Ab.8 AND STRUCTURAL, STRAP INSTALLED UNDER WALL 2x SILL PLATE WITH TWO ABOVE, CENTERED ON WAROWS BELOW PER STRUCTURAL NG PER LL EDGE NAI� DOUBLE TOP LINGIPER STRUCTURAL PLATE � FLOOR TRUSSES PER STRUCTURAL GYP -CRETE TOPPING SLAB OVER FLOOR SHEATHING PER STRUCTURAL RESILIENT 3y� SOUND BATTS C , CHANNELS AT I6" O.C. s/a" FIRE RATED Q a FLOOR TRUSSES PER GYPSUM BOARD STRUCTURAL FIRE RATED GYPSUM Ys" RESILIENT BOARD EXTENDS UP TO CHANNELS A7 16" O.C. UNDERSIDE OF FLOOR s/a" FIRE RATED SHEATHING GYPSUM BOARD HOLDOWN PER STRUCTURAL. 2x PARTY WALL PER PLAN. TAKE CARE AS TO NOT SEE WALL SECTION A/A6.8 DAMAGE FLOOR TRUSS AND STRUCTURAL. DURING INSTALLATION. SHEATHING AND NAILING PER STRUCTURAL. EXTEND TO UNDERSIDE OF FLOOR SHEATHING. (2) LAYERS 2Y" SOUND SHEARTRANSFER- BATTS, SEE SPECIFICATIONS ® LFLOOR TO FLOOR Scale: r = I' -o" -F:U4W REVISIONS:REVISIONS:13166 SHEET HUTCHISON SMITH DMTM 634 JLJjWJ ARCHITECTS DATE 7 270 NoM 2]N SL Baia, IO. BJ]Od (209)338-1212 FAX (a08�Jt8-0011 m�,�"... MAY 23, 2014 azA 9 _u V FIRE RATED GYPSUM BOARD 2x PARTY WALL PER PLAN. SEE WALL SECTION A/A6.8 AND STRUCTURAL. (2) LAYERS 2V SOUND BATT$, SEE SPECIFICATIONS V FIRE RATED 2x SILL PLATE WITH TWO GYPSUM BOARD ROWS OF NAILING PER STRUCTURAL EDGE NAILING PER STRUGTUR,AL EDGE NAILING PER STRUCTURAL DOUBLE TOP; STRAP INSTALLED UNDER WALL ABOVE, CENTERED ON WALL FLOOR TRUSSES LATPER BELOW, PER STRUCTURAL STRUCTURAL GYP -CRETE TOPPING SLAB OVER FLOOR SHEATHING PER STRUCTURAL 3Y" SOUND BATTS Y" RESILIENT L FLOOR TRUSSES PER CHANNELS AT 16" O.G. STRUCTURAL V FIRE RATED RESILIENT GYPSUM BOARD CHANNELS AT 16" O.G. FIRE RATED V FIRE RATED GYPSUM GYPSUM BOARD BOARD EXTENDS UP TO UNDERSIDE OF FLOOR 2x PARTY WALL PER PLAN. SHEATHING SEE WALL SECTION A/A6.8 AND STRUCTURAL. (2) LAYERS M" SOUND BATTS, SEE SPECIFICATIONS s • r A Scale: I" = 1' -OD REVISIONS: V�HUTCH SMITH ISON 1i> ARCHITECTS 270NoM27th5t Bouu ID.8A03 (208) 338-1212 FAX (208)338.0011 hwrchi,tt6.wm 13168 DRAVft TM MAY 23, 2014 SHEET M 3Y" SOUND BATTS, SEE SPECIFICATIONS SHEATHING AND NAILING PER STRUCTURAL, (2) LAYERS V FIRE RATED GYPSUM BOARD 2 -HOUR FIRE WALL. EXTENDING FROM FLOOR SLAB TO UNDERSIDE OF ROOF PECK PER PLAN. SEE WALL. SECTION BlA6B AND STRUCTURAL. (2) LAYERS V FIRE RATED GYPSUM BOARD 2x SILL PLATE WITH TWC EDGE NAILING, EACH ROWS OF NAILING PER SIDE PER STRUCTURAL STRUCTURAL DOUBLE TOP PLATE STRAP INSTALLED UNDEI ABOVE, CENTERED ON W FLOOR TRUSSES PER BELOW, PER 5TRUCTURAI STRUCTURAL GYP -CRETE TOPPING SL FLOOR SHEATHING PER Fuz: ( i� o� Lu L qavwwwwmm9P q4 S 3Y" SOUND BATTS FLOOR TRUSSES PER Y" RESILIENT STRUCTURAL F\> CHANNELS AT 16" O.C. RESILIENT //- CHANNELS AT 16" O.G. %" FIRE RATED GYPSUM BOARD V FIRE RATED GYPSUM BOARD (2) LAYERS `'/n" FIRE Z. -I RATED GYPSUM BOARD, EXTEND UP TO UNDERSIDE OF FLOOR SHEATHING HOLDOWN PER STRUCTURAL. TAKE CARE AS TO NOT DAMAGE FLOOR TRUSS DURING INSTALLATION. 2 -HOUR FIRE WALL - FLOOR TO FLOOR Seale: P , 1'_0" FrUTCH SMTH ISON &:To ARCHITECTS 270 NoM 27th SL Boim. ID. 837@ (208)338-1212_ FA (2081338-0011 haamhilx¢.mm 2 WALL ALL AB OVER - iTRUCTURAL 2 -HOUR FIRE WALL. EXTENDING FROM FLOOR SLAB TO UNDERSIDE OF ROOF DECK PER PLAN. SEE WALL SECTION B/A6B AND STRUCTURAL. SHEATHING AND NAILING PER STRUCTURAL.EXTEND TO UNDERSIDE OF FLOOR SHEATHING. 3J/2" SOUND BATTS, SEE SPECIFICATIONS 13168 DRAWK TM DATE MAY 23. 204 SHEET l�l'rl'�J 13168 JOIST HANGER PER %" GYPSUM BOARD SHEATHING d NAILING STUD WALL PER PLAN. PER STRUCTURAL SEE STRUCTURAL. PER STRUCTURAL INSULATION, SEE SILL NAILING PER SPECIFICATIONS STRUCTURAL CHANNELS AT 16" O.C. PER STRUCTURAL 2x SILL PLATE PER EDGE NAILING PER STRUCTURAL STRUCTURAL GYPSUM BOARD STORAGE GYP -CRETE TOPPING SLAB OVER EXTERIOR FLOOR SHEATHING PER STRUCTURAL STORAGE FLOOR TRUSSES PER STRUCTURAL STRUCTURAL JOIST PER STRUCTURAL SEE STRUCTURAL. JOIST HANGER PER 3,�" SOUND BATTS STRUCTURAL 2xI0 LEDGER FASTEN PER STRUCTURAL FRAMING ANCHOR AT y�" RESILIENT EACH FLOOR TRUSS CHANNELS AT 16" O.C. PER STRUCTURAL RATED EXTERIOR GYPSUM BOARD STORAGE RIM JOIST WITH FRAMING ANCHORS EDGE NAILING PER PER STRUCTURAL STRUCTURAL STUD WALL PER PLAN. DOUBLE TOP SEE STRUCTURAL. PLATE GYPSUM BOARD SHEATHING t NAILING INSULATION, SEE PER STRUCTURAL SPECIFICATIONS FLOOR TO WALL CONNECTION REVISIONS 13166 SHEET HUTCHISON DRAM TM SMITH 636 �B ARCHITECTS 2>ONOM E7iM1 SI Boise, 10.8J]02 QW)338-1212FAX (208)338-0011 IwarcM1itxb.mm DATE MAY 23, 2014 13166 F iF_Rdd %" GYPSUM BOARD STUD WALL PER PLAN. SEE STRUCTURAL. SHEATHING 4 NAILING PER STRUCTURAL 2x SILL PLATE PER STRUCTURAL SILL NAILING PER EXTERIOR STRUCTURAL V111 STORAGE (2) LAYERS FLOOR SHEATHING AT EXTERIOR STORAGE WITH NAILING EDGE NAILING PER PER STRUCTURAL STRUCTURAL FLOOR J015T �. STRUCTURALPER FIBER CEMENT SIDING OVER BUILDING WRAP, SEE ELEVATIONS — Ys" RESILIENT EDGE NAILING PER CHANNELS AT 16" O.G. STRUCTURAL V FIRE RATED FRAMING ANCHOR GYPSUM BOARD PER STRUCTURAL RIM JOIST WITH FRAMING ANCHORS DOUBLE TOP PLATE PER STRUCTURAL EXTERIOR SHEATHING 4 NAILING STORAGE PER STRUCTURAL STUD WALL PER PLAN. SEE STRUCTURAL. Y GYPSUM BOARD ®WALL TO FLOOR CONNECTION :kale: 1" = I'-01, -t:C4WREVISION:;: 13168 SHEET HUTCHISON SMITH DRTM 637 �i ARCHITECTST DATE 13168 n"eoM nmsc aoc:e [D. S3702 (209) 339-1212FbC (208p}E-0011 n�mna�.wm MAY 23, 2014 C. ZF.-0.dd FIBER CEMENT SIDING OVER BUILDING WRAP, SEE ELEVATIONS SHEATHING 4 NAILING PER STRUCTURAL 5/e" GYPSUM BOARD R-5 CONTINUOUS STUD WALL PER PLAN. RIGID INSULATION SEE STRUCTURAL. SILL NAILING PER INSULATION, SEE STRUCTURAL SPECIFICATIONS EDGE NAILING PER 2x SILL PLATE PER STRUCTURAL STRUCTURAL 24 GA PRE -FINISHED Z' FLASHING GYP -CRETE TOPPING SLAB OVER FLOOR SHEATHING PER STRUCTURAL 2x6 COMP051TE DECKING P.T. EXPOSED 2x10 JOIST, STAIN. F STRUCTURALNCE, FLOOR TRUSSES PER SELECT FOR APPEARANCE, STRUCTURAL JOIST HANGER PER 3Y" SOUND BATTS STRUCTURAL P.T. 2x10 LEDGER SELECT FOR APPEARANCE. FASTEN PER STRUCTURAL RESILIENT 24 GA PRE -FINISHED CHANNELS AT 16" O.C. Z' FLASHING FIRE RATED FRAMING ANCHOR AT G GYPSUM BOARD EACH FLOOR TRUSS RIM JOIST WITH PER STRUCTURAL FRAMING ANCHORS EDGE NAILING PER PER STRUCTURAL STRUCTURAL STUD WALL PER PLAN. DOUBLE TOP SEE STRUCTURAL. PLATE %" GYPSUM BOARD SHEATHING It NAILING INSULATION, SEE PER STRUCTURAL SPECIFICATIONS BALCONY LEDGER CONNECTION AScale: I" = I'-mll REVISIONS SHEET HUTCHISON MW ORTM V' SMITH e� g� 638 ARCHITECTS 370 NaM 27N SL Bo6p ID. B3)W Q091 339-1212 FAX (208)338-0011 Aaaart"attb.<om °AMA' MAY 23, 2014 73768 GiC_CAA FIBER CEMENT SIDING 5/8' GYPSUM BOARD OVER BUILDING WRAP, SEE ELEVATIONS STUD WALL PER PLAN. SHEATHING 4 NAILING SEE STRUCTURAL. PER STRUCTURAL INSULATION, SEE SPECIFICATIONS R-5 CONTINUOUS RIGID INSULATION 2x SILL PLATE PER SILL NAILING PER STRUCTURAL STRUCTURAL PROVIDE FULL HEIGHT BLOCKING EDGE NAILING PER BEHIND BEAM. INSTALL BLOCKING STRUCTURAL AFTER SCREWS HAVE BEEN 24 GA PRE -FINISHED INSTALLED BUT BEFORE HANGER IS INSTALLED. SEE STRUCTURAL 'Z' FLASHING 2x6 COMPOSITE DECKING GYP -CRETE TOPPING SLAB OVER WRAP BEAM WITH FLOOR SHEATHING PER STRUCTURAL PRE -FINISHED METAL CONTINUOUS FLOOR TRUSSES PER BEAM PER STRUCTURAL STRUCTURAL FASTENERS INT • v. BACK OF THE 151EAM __Zy PER STRUCTURAL jAij �ljjll LEDGER BEYOND ----/ ..,_ ... 13168 113168 639 BEAM HANGER PER V RESILIENT STRUCTURAL CHANNELS AT 16" O.G. 24 GA PRE -FINISHED %" FIRE RATED 'Z' FLASHING GYPSUM BOARD FRAMING ANCHOR AT RIM JOIST WITH EACH FLOOR TRUSS FRAMING ANCHORS PER STRUCTURAL. PER STRUCTURAL EDGE NAILING PER STUD WALL PER PLAN. STRUCTURAL SEE STRUCTURAL. DOUBLE TOP %" GYPSUM BOARD PLATE INSULATION, SEE SHEATHING 4 NAILING SPECIFICATIONS PER STRUCTURAL BEAM TO WALL CONNECTION (AJ &Gals: I'' = i'_0II HUTCHISON VI SMITH REVISIONS: 13168 113168 639 DR �i ARCHITECTS DATE 13168 270 NOM 27tM1 St Boiu, ID. 83702 (208)118-1212 FAX (209)339-0011 htaaMihcu.rom MAY 23, 2014 Rift—fdd FIBER CEMENT SIDING OVER BUILDING WRAP, SEE ELEVATIONS — SHEATHING d NAILING PER STRUCTURAL — BALCONY 2x SILL PLATE PER STRUCTURAL EDGE NAILING PER STRUCTURAL 24 GA PRE-FIN15HED 'Z' FLASHING 2x6 COMPOSITE DECKING P.T. EXPOSED 2x10 JOIST, SELECT FOR APPEARANCE, STAIN. SEE STRUCTURAL — P.T. EXPOSED 2x10 LEDGER, SELECT FOR APPEARANCE, STAIN. ALIGN AND SPACE FASTENERS UNIFORMLY PER STRUCTURAL 24 GA PRE -FINISHED Z' FLASHING EDGE NAILING PER STRUCTURAL FRAMING ANCHOR PER STRUCTURAL — DOUBLE TOP PLATE PER STRUCTURAL — PATIO SHEATHING d NAILING PER STRUCTURAL FIBER CEMENT SIDING OVER BUILDING WRAP, SEE ELEVATIONS FLOOR STUD WALL PER PLAN. SEE STRUCTURAL. V GYPSUM BOARD EXTERIOR STORAGE SILL FASTENING PER STRUCTURAL (2) LAYERS FLOOR SHEATHING AT EXTERIOR STORAGE WITH NAILING PER STRUCTURAL NAILING INTO BLOCKING PER STRUCTURAL FLOOR JOIST PER STRUCTURAL X11 RESILIENT CHANNELS AT 1611 O.G. V FIRE RATED GYPSUM BOARD BLOCKING PANEL AT 24" O.C. PER STRUCTURAL EXTERIOR STORAGE STUD WALL PER PLAN. SEE STRUCTURAL. %" GYPSUM BOARD TO WALL CONNECTION Scale: 111 = 1'-0'' REVISIONS: THUTCH d SM TH ISON �i ARCHITECTS 210 NOM 27th St BOiu ID. 83102 (208)338-1212 FAX(208) 338-0011 hsevchlta1s.wm 13168 1 SHEET IDRAWPt TM1 DATE MAY 23, 2014 `* IJ 13168 FIBER CEMENT SIDING OVER BUILDING WRAP, FIBER GEMENT SIDING SEE ELEVATIONS OVER BUILDING WRAP, SEE ELEVATIONS SHEATHING e NAILEL SHEATHING 4 NAILING PER STRUCTURAL PER STRUCTURAL 5/e' FIRE RATED G 5/8' FIRE RATED GYPSUM BOARD, CONTINUOBOARD, CONTINUOUS BEHIND LEDGER BEHIND LEDGER DOUBLE SILL PLASTUD WALL PER PLAN. PER STRUCTURAL SEE STRUCTURAL. EDGE NAILING PEEDGE NAILING PER STRUCTURAL STRUCTURAL 24 GA PRE -FINISHED 1 1 24 GA PRE -FINISHED 'Z' FLASHING'Z' FLASHING 2x6 COMPOSITE DECKING 2x6 COMPOSITE DECKING P.T. EXPOSED 24 JOIST, P.T. EXPOSED 2x10 JOIST, SELECT FOR APPEARANCE, SELECT FOR APPEARANCE, STAIN. SEE STRUCTURAL 5TAIN. SEE STRUCTURAL i P.T. EXPOSED 2x10 LEDGER, P.T. EXPOSED 2x10 LEDGEF SELECT FOR APPEARANCE, SELECT FOR APPEARANCE, STAIN. ALIGN AND SPACE STAIN. FASTEN PER FASTENERS UNIFORMLY PER STRUCTURAL STRUCTURAL 24 GA PRE -FINISHED 24 GA PRE -FINISHED Z' FLASHING Z' FLASHING STUD WALL PER PLAN. DOUBLE TOP PLATE SEE STRUCTURAL. PER STRUCTURAL 5/a" FIRE RATED GYPSUM FIRE RATED GYPSUM BOARD, CONTINUOUS BOARD, CONTINUOUS BEHIND LEDGER BEHIND LEDGER SHEATHING ! NAILING SHEATHING d NAILING PER STRUCTURAL PER STRUCTURAL FIBER CEMENT SIDING FIBER CEMENT SIDING OVER BUILDING WRAP, OVER BUILDING WRAP, SEE ELEVATIONS SEE ELEVATIONS )BALCONY AT WING WALL Ascam: i° = i'_oii REVISOM 13166 SHEET VHUTCHISON SMITH DR641 iB ARCHITECTS DATE 13168 290 NaM 29h8[ B6q M. 83702 (208)118-1212 FAX (208) 338-0011 IwuchitMs.mm MAY 23, 2014 RIF; —Rdd A 501 STRAP AT TOP AND BOTTOM OF DOUBLE I B JOIST AT VERTICAL POST I 501 LOCATIONS PER STRUCTURAL ROUT OUT BOTTOM OF COMPOSITE DECKING AT FOOT PLATE AND FIT LANDING I TIGHT TO VERTICAL POST n n u u METAL FLASHING CAP 5/4" FIBER CEMENT P.T. JOIST PER PLAN, FACE TRIM PROVIDE DOUBLE JOIST AT VERTICAL POST. ADDITIONAL JOIST, STAIN ALL STAIN ALL SIDES EXPOSED SIDES JOIST HANGER PER STRUCTURAL BEAM PER STRUCTURAL, STAIN ALL EXP05ED SIDES GUARDRAIL AT BALCONY wale: 1" = I' -o" REVISIONS: WW� SMITTHISON �) ARCHITECTS 270 No" 27th S[ Boim ID. 83702 (20A)3M-1212 FAX(20)338Ao11 haurcLitttb.mm 13168 TM DATE MAY 23, 2014 SHEET 642 13168 CONTINUE V 12 5/4 FIBER SINGLE TOP PLATE OVERPITCH ROOF 5 CEMENT TRIM, 0 PAINTED BEAM V FIBER GEMENT WRAP, PAINTED BUILDING FI7CEEMENTBOARD BEAM PERWRAS STRUCTURAL COLUMN PER BNTS STRUCTURAL PRE -FINISHED METAL BEAM WRAP 8 B CAP WRAP Scale: 1 1/2" = 1'-0" 5/4 xb" FIBER CEMENT TRIM GAP V FIBER bpi %° FIBER CEMENT WRAP, GEMENT PANEL G PAINTED 643 BUILDING 5/4 x8" FIBER WRAP CAPITAL BASE 8 COLUMN PER 643 STRUCTURAL SIMULATED n POST WRAP STONE CAP W Scale: 1 1/2" D SIMULATED r— 643 SIMULATED STONE WAINSCOT STONE MORTAR SETTING BED VENEER POST BASE PER MANUFACTURER'S COLUMN PER WITH EPDXY = fE SPECIFICATIONS STRUCTURAL 11 EMBEDDED I -O THREADED P.T. PLATE ROD PER CONCRETE STRUCTURAL SLAB PER STRUCTURAL SEE 5/305 -SLOPE 15io o FOR COLUMN MAX, o PIER Li COLUMN PER METAL LATH STRUCTURAL 2x STUD FRAMING SHEATHING 4 NAILING PER STRUCTURAL PER STRUCTURAL SEALED BUILDING WRAP /per ENTRANCE COLUMN STONE BASE Gale: 3/4" = 1'-0" Scale: 11/2" = 1'-0" -[�U4WREVISIONS 13168 SHEET Ad HUTCHISON SMITH DR TM643 Ajj�Vo,M ARCHITECTS DATE: 13188 270 NaM i](h St Boi50.ID. 83)02 (208)P&1212 FA%(i08)A8-0011 M1saartM1itttc.wm MAY 23, 2014 RiR—AAA 3ER CEMENT )LUMN CAP FIBER CEMENT MID -COLUMN TRIM %" FIBER CEMENT PANEL, PAINTED 5/4 FIBER CEMENT TRIM, PAINTED V FIBER CEMENT, PAINTED BUILDING WRAP COLUMN, PER STRUCTURAL (4) Ix2 FURRING, INSTALL AS REQUIRED TO ADJUST FOR TWIST / BOW IN COLUMN B CAP WRAP II ,3/4"1 Ya" FIBER CEMENT, PAINTED ' �0 BUILDING WRAP COLUMN, PER STRUCTURAL (4) Ix2 FURRING, INSTALL AS REQUIRED TO ADJUST FOR TWIST / BOW IN COLUMN SEE WALL SECTION POST WRAP B/A65 FOR COLUMN STRUCTURAL DETAIL C Scale: 1 I/2" I' -m" 91�' 5/4 FIBER CEMENT WRAP, PAINTED BUILDING WRAP COLUMN, PER STRUCTURAL (4) Ix2 FURRING, INSTALL AS REQUIRED TO ADJUST FOR TWIST / BOW IN COLUMN FWRAPPEDMENT D POST WRAP Scale: I L'?" CHAMFER FIBER CEMENT COLUMN BASE 5/4 FIBER CEMENT TRIM, PAINTED 5/4 FIBER CEMENT, PAINTED BUILDING WRAP COLUMN, PER STRUCTURAL (4) Ix2 FURRING, INSTALL AS REQUIRED TO ADJUST FOR TWIST / BOW IN COLUMN E BASE WRAP scale: I/2" = 1'-m" BALCONY COLUMN WRAP Scale: I I/2'' = I'-0" .;1:0Lira] ,6�1 V' SMITH ISON �i ARCHITECTS 210 NoM 27th St Baud ID. 83702 (208)3381212 M(208)33"11 hm"mhil=.mm uji MAY 23, 2014 SHEET 644 13168 1 -JOIST PER STRUCTURAL FLOOR JOIST TO BEAM CONNECTION 5cafe: I I/2" = P-0 11 REVISION& SHUTCH MTH ISON &:To ARCHITECTS 270 NOM 27N S, Baia. 1D. 8373 (208)338-1212 FA QN)338-0011 1waraiiab.wm GYP -CRETE TOPPING SLAB OVER FLOOR SHEATHING PE STRUCTURAL BEAM WITH HANGERS AT EA END PER STRUCTURAL EDGE NAILING PER STRUCTURAL SHEATHING 4 NAILING PER STRUCTURAL JOIST HANGER PER STRUCTURAL JOIST PER STRUCTURAL �" WOOD FIBER BOARD ) " FIRE RATED GYPSUM BOARD V RESILIENT CHANNELS AT 16" O.C. %` FIRE RATED GYPSUM BOARD SUSPENDED ACOUSTICAL PANEL CEILING. 3) " SOUND BATTS 13168 DRAWN: TM DATE MAY 23, 2014 SHEET 645 13168 WE GYPSUM BOARD &THUTCHISON ,gd SMITH 270 NOM 271M1 St Boiu, 10. 81;p081ll8-1iCHITECTS 13168 DRAVM TM DATE MAY 23, 2014 SHEET STUD WALL PER PLAN. SEE STRUCTURAL. INSULATION, SEE SPECIFICATIONS SILL NAILING PER 2x SILL PLATE PER STRUCTURAL STRUCTURAL NAILING INTO BLOCKING PER STRUCTURAL EDGE NAILING PER GYP -CRETE TOPPING SLAB OVER STRUCTURAL FLOOR SHEATHING PER STRUCTURAL FLOOR JOIST PER STRUCTURAL R-5 CONTINUOUS _ _ RIGID INSULATION NAILING PER 7 STRUCTURAL FIBER CEMENT SIDING OVER BUILDING WRAP, SOUND SEE ELEVATIONS BA TTS FRAMING ANCHOR AT EACH FLOOR TRUSS1 _ _. " PER STRUCTURAL Y" RESILIENT EDGE NAILING PER CHANNELS AT 16" O.G. STRUCTURAL WE FIRE RATED DOUBLE TOP GYPSUM BOARD PLATE SUSPENDED GYPSUM BOARD CEILING. SEE DETAILS A/900 4 A/90I. SHEATHING 4 NAILING BLOCKING PANEL AT 24" O.G. PER STRUCTURAL PER STRUCTURAL RIM JOIST WITH INSULATION, SEE FRAMING ANCHORS SPECIFICATIONS PER STRUCTURAL STUD WALL PER PLAN. SEE STRUCTURAL. 5/e" GYPSUM BOARD WALL TO FLOOR CONNECTION Jcals: 1'' = 1'-011 &THUTCHISON ,gd SMITH 270 NOM 271M1 St Boiu, 10. 81;p081ll8-1iCHITECTS 13168 DRAVM TM DATE MAY 23, 2014 SHEET V FIRE RATED GYPSUM BOARD STUD WALL PER PLAN. SEE STRUCTURAL. FIRE RATED5) " SOUND BATTS, SEE GYPSUM BOARDV/� SPECIFICATIONS 2x SILL PLATE PER STRUCTURAL DOUBLE TOP PLATEGYP-CRETE TOPPING SLAB OVER FLOOR SHEATHING PER STRUCTURAL FLOOR TRUSSES PERJOIST HANGER PER STRUCTURAL STRUCTURAL I -JOIST PER STRUCTURAL WEB STIFFENERS PER JOIST MFR 3] " SOUND BATTS )z" RESILIENT CHANNELS AT 16" O.C. s/s" FIRE RATED SOUND GYPSUM BOARD BATTS Y," RESILIENT SUSPENDED ACOUSTICAL PANEL CHANNELS AT 16" O.G. CEILING OR SUSPENDED GYPSUM BOARD CEILING AT SIM. %5" FIRE RATED s GYPSUM BOARD /e FIRE RATED GYPSUM BOARD 5/g," FIRE RATED GYPSUM STUD WALL PER PLAN. BOARD EXTENDS UP TO SEE STRUCTURAL. UNDERSIDE OF FLOOR 5Y:" SOUND BATTS, SEE SHEATHING SPECIFIGATIONS ® MALL TO FLOOR CONNECTION • ` Scale: i" = 1'-O" SMTHHUTCHISON jj:Tm ARCHITECTS 270 NoM 20th St Boi ID. 83702 (208)338-1212 M(2M)339-0 11 h mhit re.wm 13168 )AAAWR TM )ATE MAY 23, 2014 SHEET 647 13168 V FIRE RATED GYPSUM BOARD STUD WALL PER PLAN. FIRE RATED SEE STRUCTURAL. GYPSUM BOARD 51 " SOUND BATTS, SEE SPECIFICATIONS CENTRAL 2x SILL PLATE PER STAIR STRUCTURAL DOUBLE TOP PLATE GYP -CRETE TOPPING SLAB OVER FLOOR SHEATHING PER STRUCTURAL FLOOR JOIST PER JOIST HANGER PER STRUCTURAL STRUCTURAL; I -JOIST PER STRUCTURAL WEB STIFFENERS PER JOIST MFR 3�" SOUND BATTS J�" RESILIENT CHANNELS AT 16" O.G. �- 5/8' FIRE RATED CEILING JOIST PER GYPSUM BOARD STRUCTURAL FIRE RATED SUSPENDED ACOUSTICAL PANEL GYPSUM BOARD CEILING OR SUSPENDED GYPSUM BOARD CEILING AT SIM. CENTRAL STAIR G FIRE RATED GYPSUM BOARD STUD WALL PER PLAN. FIRE RATED GYPSUM SEE STRUCTURAL. BOARD EXTENDS UP TO 5)4" SOUND BATTS, SEE UNDERSIDE OF FLOOR SPECIFICATIONS SHEATHING WALL TO FLOOR CONNECTION Aocale, P - -01, HUTCHISON REVISION& 068 SHEET NOR SMITH °RTM `'A,8 aARCHITECTS TM V�f DATE 13168 270 NOM 2>fh SL Bowe, ID. BI]@ (208) 3M. FAX QBB)??8-0011 nwm"Bxe.mm MAY 23, 2014 RdS—AdA u %" FIRE RATED GYPSUM BOARD 312" SOUND BATTS, SEE SPECIFICATIONS — STUD WALL PER PLAN. SEE STRUCTURAL. FRAMING ANCHORS AT EACH STUD PER STRUCTURAL ELEVATOR HOISTWAY FRAMING ANCHOR AT BLOCKING PER STRUCTURAL DOUBLE TOP PLATE STUD WALL PER PLAN. SEE STRUCTURAL. — %` FIRE RATED GYPSUM BOARD — 3J " SOUND BATTS, SEE SPECIFICATIONS — FLOOR JOIST TO WALL CONNECTION Scale: P1 = 11.011 SMITH ISON i� ARCHITECTS 270 NOM27th SL Baud ID. 85702 (208)M-1212 Fh (208)338-M 11 hm"mhita xom V GYPSUM BOARD STUD WALL PER PLAN. SEE STRUCTURAL. 5Y" SOUND BATTS, SEE SPECIFICATIONS EDGE NAILING PER STRUCTURAL 2x SILL PLATE PER STRUCTURAL GYP -CRETE TOPPING SLAB OVER FLOOR SHEATHING PER STRUCTURAL FLOOR TRUSSES PER STRUCTURAL 314" SOUND BATTS )�" RESILIENT CHANNELS AT 16" O.C. Va" FIRE RATED GYPSUM BOARD BLOCKING WITH FRAMING ANCHORS PER STRUCTURAL STUD WALL PER PLAN. SEE STRUCTURAL. %" FIRE RATED GYPSUM BOARD 5Y" SOUND BATTS, SEE SPECIFICATIONS 13168 DRAWPY 1M DATE MAY 23, 2014 SHEET %" GYPSUM BOARD SEE STRUCTURAL FRAMING ANCHORS AT EACH STUD PER STRUCTURAL ELEVATOR HOISTWAY FRAMING ANCHOR AT BLOCKING PER STRUCTURAL DOUBLE TOP PLATE STUD WALL PER PLAN. SEE STRUCTURAL. - V FIRE RATED GYPSUM BOARD M2" SOUND BATTS, SEE SPECIFICATIONS - FLOOR JOIST TO WALL CONNECTION Scale: 1'' = 1'-0" REVISIONS: !T,od IHUT HISON ARCHITECTS 210NoM27thk Boix,ID.82102 (208)338-1212 FAC QW) 33"]1 hvumhltw .wm ,19 RESILIENT CHANNELS AT 16" O.C. %" FIRE RATED GYPSUM BOARD BLOCKING PANEL AT 24" O.C. PER STRUCTURAL RIM BOARD WITH FRAMING ANCHORS PER STRUCTURAL STUD WALL PER PLAN. SEE STRUCTURAL. %" FIRE RATED GYPSUM BOARD 5Y" SOUND BATTS, SEE SPECIFICATIONS 13168 I SHEET KT MAY 23, 2014 Me 13168 STUD WALL PER PLAN. SEE STRUCTURAL. 5) " SOUND BATTS, SEE SPECIFICATIONS EDGE NAILING PER STRUCTURAL 5/8' FIRE RATED 2x SILL PLATE PER GYPSUM BOARD STRUCTURAL " SOUND BATTS, SEE GYP -CRETE TOPPING SLAB SPECIFICATIONS OVER FLOOR SHEATHING PER STRUCTURAL FLOOR PER STUD WALL PER PLAN. I STRUCTURALSES SEE STRUCTURAL FRAMING ANCHORS AT EACH STUD PER STRUCTURAL ELEVATOR HOISTWAY FRAMING ANCHOR AT BLOCKING PER STRUCTURAL DOUBLE TOP PLATE STUD WALL PER PLAN. SEE STRUCTURAL. - V FIRE RATED GYPSUM BOARD M2" SOUND BATTS, SEE SPECIFICATIONS - FLOOR JOIST TO WALL CONNECTION Scale: 1'' = 1'-0" REVISIONS: !T,od IHUT HISON ARCHITECTS 210NoM27thk Boix,ID.82102 (208)338-1212 FAC QW) 33"]1 hvumhltw .wm ,19 RESILIENT CHANNELS AT 16" O.C. %" FIRE RATED GYPSUM BOARD BLOCKING PANEL AT 24" O.C. PER STRUCTURAL RIM BOARD WITH FRAMING ANCHORS PER STRUCTURAL STUD WALL PER PLAN. SEE STRUCTURAL. %" FIRE RATED GYPSUM BOARD 5Y" SOUND BATTS, SEE SPECIFICATIONS 13168 I SHEET KT MAY 23, 2014 Me 13168 FRAMING ANCHORS AT EACH STUD PER STRUCTURAL 3YP SOUND BATTSr • /_ NIL DOUBLE TOP PLATE y2" WOOD FIBER BOARD STUD WALL PER PLAN. 1/2" FIRE RATED SEE STRUCTURAL. GYPSUM BOARD FIRE RATED SUSPENDED ACOUSTICAL GYPSUM BOARD PANEL CEILING 3Y" SOUND BATTS, SEE 2x6 BLOCKING WITH FRAMING SPECIFICATIONS ANCHORS PER STRUCTURAL Y," RESILIENT CHANNELS AT 1611 O.C. SHEATHING 4 NAILING PER STRUCTURAL STUD WALL PER PLAN. SEE STRUCTURAL. FLOOR JOIST TO G FIRE RATED GYPSUM BOARD WALL CONNECTION 5Z SOUND BATTS, SEE SPECIFICATIONS Scale: 111 - - -0H VIHUT H ISON SMI�) ARCHITECTS 270 NoM M SC Baia, IB. 83M (20-)338-1212 FA(209)338-011 luvrc t..mm 13168 I SHEET DRAM 1651 M" SOUND BATTS, SEE SPECIFICATIONS DATE SHEATHING 4 NAILING MAY 23, 2014 PER STRUCTURAL 5/s11 FIRE RATED GYPSUM BOARD STUD WALL PER PLAN. SEE STRUCTURAL. )4" RESILIENT CHANNELS AT 16" O.C. FIRE RATED EDGE NAILING PER GYPSUM BOARD STRUCTURAL 2x SILL PLATE PER 3,�` SOUND BATTS, SEE STRUCTURAL SPECIFICATIONS GYP -CRETE TOPPING SLAB OVER FLOOR SHEATHING PER STRUCTURAL STUD WALL PER PLAN. SEE STRUCTURAL. FLOOR JOIST PER I— _ � I— � I FRAMING ANCHORS AT EACH STUD PER STRUCTURAL 3YP SOUND BATTSr • /_ NIL DOUBLE TOP PLATE y2" WOOD FIBER BOARD STUD WALL PER PLAN. 1/2" FIRE RATED SEE STRUCTURAL. GYPSUM BOARD FIRE RATED SUSPENDED ACOUSTICAL GYPSUM BOARD PANEL CEILING 3Y" SOUND BATTS, SEE 2x6 BLOCKING WITH FRAMING SPECIFICATIONS ANCHORS PER STRUCTURAL Y," RESILIENT CHANNELS AT 1611 O.C. SHEATHING 4 NAILING PER STRUCTURAL STUD WALL PER PLAN. SEE STRUCTURAL. FLOOR JOIST TO G FIRE RATED GYPSUM BOARD WALL CONNECTION 5Z SOUND BATTS, SEE SPECIFICATIONS Scale: 111 - - -0H VIHUT H ISON SMI�) ARCHITECTS 270 NoM M SC Baia, IB. 83M (20-)338-1212 FA(209)338-011 luvrc t..mm 13168 I SHEET DRAM 1651 DATE 13168 MAY 23, 2014 ada_aso STUD WALL PER PLAN. SEE STRUCTURAL. HOISTWAY DOOR AT 5Y" SOUND BATTS, SEE SIM. CONDITION SPECIFICATIONS EDGE NAILING PER STRUCTURAL 2x SILL PLATE PER STRUCTURAL FIRE RATED NAIL JOIST TO TOP GYPSUM BOARD PLATE PER STRUCTURAL 3Y" SOUND BATTS, SEE GYP -CRETE TOPPING SLAB SPECIFICATIONS OVER FLOOR SHEATHING PER STRUCTURAL FLOOR JOIST PER STUD WALL PER PLAN. STRUCTURAL SEE STRUCTURAL. FRAMING ANCHORS AT EACH STUD PER STRUCTURAL 3Y," SOUND ELEVATOR BATTS HOISTWAY NAILING PER STRUCTURAL DOUBLE TOP RESILIENT PLATE CHANNELS AT 16" O.G. STUD WALL PER PLAN. 5/a° FIRE RATED SEE STRUCTURAL. GYPSUM BOARD SUSPENDED ACOUSTICAL 5/a" FIRE RATED PANEL CEILING GYPSUM BOARD BLOCKING WITH FRAMING 3�" SOUND BATTS, SEE ANCHORS PER STRUCTURAL SPECIFICATIONS RIM BOARD WITH FRAMING ANCHORS PER STRUCTURAL STUD WALL PER PLAN. SEE STRUCTURAL. V FIRE RATED FLOOR JOIST TO GYPSUM BOARD WALL CONNECTION SYS" SOUND BATTS, SEE SPECIFICATIONS HUTCHISON R�10N& 13168 SHEET SMITH DPA1""� 652 �) ARCHITECTS DATE: ]]O NwN E]N SG Bo6q ID. 83702(208)338-1E13 FA%(2OB)JJBL011 13168 MAY 23, 2014 Fd0-9S7 NOT USED REVISIONS HUTCHISON / SMITH ,i ARCHITECTS 270rvonn±7,n St eoLse, m. 81702 (208»'8-¢12 PAX 12(1fl1y)&WII hn—1 nKe�mn 13168 )RAWN: TM )ATE MAY 23, 2014 SHEET 653 13168 rLVVK SHtAI HIN 311 AT LANDING NOSING, TYPICAL LANDING NOSING BScale: 1 1/2" - I' -O" WALL- BETWEEN STAIRS, BEYOND STAIR SKIRT —\ e., i i NAILING PER 5TRUCTURAL STRINGER PER STRUCTURAL WITH 2x4 REINFORCING STRINGER HANGER PER STRUCTURAL 0 GYPSUM BOARD B I GYP -CRETE TOPPING 655 I SLAB OVER FLOOR SHEATHING PER / STRUCTURAL INL -- ; - NOTE: DO NOT OVER CUT STRINGERS STAIRS AT FIBER CEMENT SIDING OVER BUILDING: WRAP, SEE ELEVATIONS W FIRE RATED GYPSUM SHEATHING R-5 CONTINUOUS RIGID INSULATION SHEATHING 4 NAILING PER STRUCTURAL STUD WALL PER PL SEE STRUCTURAL EDGE NAILING PER STRUCTURAL 2x8 LEDGER, FASTEN TO EACH STUD PER STRUCTURAL JOIST HANGER PER STRUCTURAL 2x8 FLOOR JOIST AT STAIR LANDING PER STRUCTURAL 2x8 BLOCKING PER STRUCTURAL NAILING PER STRUCTURAL DOUBLE TOP PLATE PER STRUCTURAL WALL FRAMING PER STRUCTURAL WITH (2) 2x6 PLANKED IN THE WALL AT STRINGER LOCATION PER STRUCTURAL LOWER INTERMEDIATE LANDING Scale: 3/4" = P-0" Vi I SMITH ISON ARCHITECTS 220WD MS[ BoimlD.83102 (208)338-1212 Fd (208)33"11 hwrcM1ilw6.mm 13168 )RAVM TM )ATE MAY 23, 2014 SHEET NAILING PER STRUCTURAL STRINGER PER STRUCTURAL WITH 2x4 REINFORCING STRINGER HANGER PER STRUCTURAL STAIR SKIRT %" FIRE RATED GYPSUM BOARD GYP -CRETE TOPPING SLAB OVER FLOOR SHEATHING PER STRUCTURAL NOTE: DO NOT OVER CUT STRINGERS STAIRS AT FIBER CEMENT SIDING OVER BUILDING WRAP, SEE ELEVATIONS V FIRE RATED GYPSUM SHEATHING R-5 CONTINUOUS RIGID INSULATION SHEATHING 4 NAILING PER STRUCTURAL STUD WALL PER PL SEE STRUCTURAL EDGE NAILING PER STRUCTURAL 2x8 LEDGER, FASTEN TO EACH STUD PER STRUCTURAL JOIST HANGER PER STRUCTURAL 2x8 FLOOR JOIST AT STAIR LANDING PER STRUCTURAL 2x8 BLOCKING PER STRUCTURAL NAILING PER STRUCTURAL DOUBLE TOP PLATE PER STRUCTURAL WALL FRAMING PER STRUCTURAL WITH (2) 2x6 PLANKED IN THE WALL AT STRINGER LOCATION PER STRUCTURAL LOWER INTERMEDIATE LANDING Scale: 3/4'' = 1'-0'' REVISIONS: T,gdISMTHHUTCHISON ARCHITECTS 2701ooNi 27th St Boise, 1D. 83702 (208)318-1212 FAX (208) 11 hsaamhinem.rom 13168 TM MAY 23, 2014 SHEET 655 13168 SHEATHING d NAILING PER STRUCTURAL V RESILIENT CHANNELS AT 16" O.G. V FIRE RATED GYPSUM BOARD WALL- BETWEEN STAIRS, BEYOND r— STAIR SKIRT %" FIRE RATED PER STRUCTURAL GYPSUM BOARD DOUBLE TOP PLATE I 8 PER STRUCTURAL 1 655 / STUD WALL PER PLAN. SEE STRUCTURAL GYP -CRETE TOPPING SEE STRUCTURAL SLAB OVER FLOOR EDGE NAILING PER FIRE RATED GYPSUM BOARD SHEATHING PER STRUCTURAL STRUCTURAL STRUCTURAL / I STRINGER PER LANDING PER STRUCTURAL STRUCTURAL WITH 2x8 LEDGER, FASTEN 2x4 REINFORCING All PER STRUCTURALI DOUBLE TOP PLATE PER STRUCTURAL NOTE: PER STRUCTURAL WALL FRAMING PER STRUCTURAL WITH DO NOT OVER %8' FIRE RATED (2) 2x6 PLANKED IN THE WALL AT CUT STRINGERS W STRINGER LOCATION PER STRUCTURAL JOIST HANGER PER SECOND FLOOR LANDING ` \ STRUCTURAL 3/4" = 11-01, FLOOR TRUSSES REVISION& 068 PER STRUCTURAL DRAWN TM SHEATHING d NAILING PER STRUCTURAL \ DOUBLE TOP PLATE PER STRUCTURAL STUD WALL PER PLAN. SEE STRUCTURAL Y2" RESILIENT CHANNELS AT 16" O.C. FIRE RATED GYPSUM BOARD NAILING PER STRUCTURAL 2x8 FLOOR JOIST AT STAIR STRINGER PER LANDING PER STRUCTURAL STRUCTURAL WITH 2x8 BLOCKING PER STRUCTURAL 2x4 REINFORCING NAILING PER STRUCTURAL STRINGER HANGER DOUBLE TOP PLATE PER STRUCTURAL NOTE: PER STRUCTURAL WALL FRAMING PER STRUCTURAL WITH DO NOT OVER %8' FIRE RATED (2) 2x6 PLANKED IN THE WALL AT CUT STRINGERS GYPSUM BOARD STRINGER LOCATION PER STRUCTURAL STAIRS AT SECOND FLOOR LANDING AScale: 3/4" = 11-01, REVISION& 068 SHEET DRAWN TM VHUTCHISON SMITH 656 �B ARCHITECTS 37ONOM 3]th Sl Biu,oID. SJ)Oi (209) 338-1212 FAX(208) ))8-0011 hsnarchitttx.mm DATE MAY 23, 2014 13168 AS" -RRA "—A V FIRE RATED GYPSUM BOARD STUD WALL PER PLAN. SEE STRUCTURAL — EDGE NAILING PER STRUCTURAL 2x8 LEDGER, FASTEN PER STRUCTURAL — JOIST HANGER PER STRUCTURAL FLOOR TRUSSES PER STRUCTURAL SHEATHING 4 NAILING PER STRUCTURAL DOUBLE TOP PLATE PER STRUCTURAL STUD WALL PER PLAN, SEE STRUCTURAL Y" RESILIENT CHANNELS AT 16" O.C. 5/el' FIRE RATED GYPSUM BOARD 2x8 FLOOR JOIST AT STAIR LANDING PER STRUCTURAL JOIST HANGER PER STRUCTURAL BEAM PER STRUCTURAL SHEATHING 4 NAILING PER STRUCTURAL V RESILIENT CHANNELS AT 1611 O.C. 5/ell FIRE RATED GYPSUM BOARD STAIR SKIRT GYP -CRETE TOPPING SLAB OVER FLOOR SHEATHING PER STRUCTURAL NOTE: DO NOT OVER CUT STRINGERS STAIRS AT SECOND FLOOR LANDING B&Cale: 3/4" = I1_011 HUT ISDN SMITH 11!Ts ARCHITECTS 270NOM27(h5[ MmIlD.83702 (208)338-1212 FA (208)A8-0011 hwrthimma.mm 5/all FIRE RATED GYPSUM BOARD — NAILING PER STRUCTURAL STRINGER PER STRUCTURAL WITH 2x4 REINFORCING STRINGER HANGER PER STRUCTURAL %81 FIRE RATED GYPSUM BOARD 13168 DRAWN: TM DATE MAY 23, 2014 SHEET 656 13168 I STAIR SKIRT %" FIRE RATED GYPSUM BOARD STRINGER PER STRUCTURAL WITH 2x4 REINFORCING STRINGER HANGER PER STRUCTURAL CEILING JOIST PER STRUCTURAL V FIRE RATED GYPSUM BOARD NAILING PER NOTE: STRUCTURAL DO NOT OVER BEAM PER CUT STRINGERS STRUCTURAL STAIRS AT UPPER INTERMEDIATE LANDING Scale: 3/4" = I'-0" HUTCHISON SMITH &T,od I ARCHITECTS 270 NOM 27tM1 8t Boi ID. 83702 (208)338-1212 FA%(208)338 WI1 hvwcM1i¢ch.<om 13168 DRAWk TA DATE MAY 23, 2014 SHEET 657 13168 FIBER CEMENT SIDING OVER BUILDING WRAP, SEE ELEVATIONS V FIRE RATED V FIRE RATED GYPSUM BOARD GYPSUM SHEATHING GYP -CRETE TOPPING R-5 CONTINUOUS SLAB OVER FLOOR RIGID INSULATION SHEATHING PER SHEATHING e STRUCTURAL NAILING PER JOIST HANGER PER STRUCTURAL STRUCTURAL STUD WALL PER PLAT SEE STRUCTURAL EDGE NAILING PER STRUCTURAL 2x8 LEDGER, FASTEN TO EACH STUD PER STRUCTURAL 2x8 FLOOR JOIST AT STAIR LANDING PER STRUCTURAL JOIST HANGER PER STRUCTURAL CEILING JOIST PER STRUCTURAL V FIRE RATED GYPSUM BOARD NAILING PER NOTE: STRUCTURAL DO NOT OVER BEAM PER CUT STRINGERS STRUCTURAL STAIRS AT UPPER INTERMEDIATE LANDING Scale: 3/4" = I'-0" HUTCHISON SMITH &T,od I ARCHITECTS 270 NOM 27tM1 8t Boi ID. 83702 (208)338-1212 FA%(208)338 WI1 hvwcM1i¢ch.<om 13168 DRAWk TA DATE MAY 23, 2014 SHEET 657 13168 WALL- BETWEEN STAIRS, BEYOND STAIR SKIRT %" FIRE RATED GYPSUM BOARD STRINGER PER STRUCTURAL WITH 2x4 REINFORCING STRINGER HANGER PER STRUCTURAL FIRE RATED 'SUM BOARD GYP -CRETE TOPPING SLAB OVER FLOOR SHEATHING PER STRUCTURAL JOIST HANGER PER STRUCTURAL NOTE: DO NOT OVER CUT STRINGERS FIBER CEMENT SIDING OVER BUILDING WRAP, SEE ELEVATIONS 5/e11 FIRE RATED GYPSUM SHEATHING R-5 CONTINUOUS RIGID INSULATION SHEATHING 4 NAILING PER STRUCTURAL STUD WALL PER PLf SEE STRUCTURAL EDGE NAILING PER STRUCTURAL 2x8 LEDGER, FASTEN TO EACH STUD PER STRUCTURAL 2x8 FLOOR JOIST AT STAIR LANDING PER STRUCTURAL JOIST HANGER PER STRUCTURAL CEILING JOIST PER STRUCTURAL 5/e11 FIRE RATED GYPSUM BOARD NAILING PER STRUCTURAL BEAM PER STRUCTURAL STAIRS AT UPPER INTERMEDIATE LANDING BScale: 3/411 = r-®'1 Mi CHHISON ARCHITECTS 270 NOM 27th St Boiu. ID. 83702 (208)338-1212 MX (208) 11 htaarcM1itttts.com 13168 DRAM 1M DATE MAY 23, 2014 SHEET 657 13168 %" FIRE RATED GYPSUM BOARD STUD WALL PER PLAN. SEE STRUCTURAL — EDGE NAILING PER STRUCTURAL 2x8 LEDGER, FASTEN PER STRUCTURAL — JOIST HANGER PER STRUCTURAL 2x LEDGER, FASTEN PER STRUCTURAL – SHEATHING d NAILING PER STRUCTURAL Y` RESILIENT I CHANNELS AT 16" O.C. V FIRE RATED 1 GYPSUM BOARD 1 GYP -CRETE TOPPING SLAB OVER FLOOR SHEATHING PER STRUCTURAL JOIST HANGER PER STRUCTURAL IN WALL- BETWEEN STAIRS, BEYONC MDF CAP WITH APRON STAIR SKIRT FLOOR TRUSSES PER STRUCTURAL SHEATHING d NAILING PER STRUCTURAL �m DOUBLE TOP PLATE 1 PER STRUCTURAL STUD WALL PER PLAN. SEE STRUCTURAL FIRE RATED )�" RESILIENT CHANNELS GYPSUM BOARD AT 16" O.G. NAILING PER s/e' FIRE RATED GYPSUM BOARD STRUCTURAL STRINGER PER 2x8 FLOOR JOIST AT STAIR STRUCTURAL WITH LANDING PER STRUCTURAL 2x4 REINFORCING CEILING JOIST PER STRUCTURAL NOTE: CEILING JOIST PER STRUCTURAL DO NOT OVER BEAM PER STRUCTURAL CUT STRINGERS STRINGER HANGER PER STRUCTURAL WALL- BETWEEN STAIRS, BEYOND FIRE RATED STAIRSAT GYPSUM BOARD THIRD FLOOR LANDING AScale: 3/4" = 1'-0" "t:U4WREVI310Nsi HUTCHISON X68 SHEET DRAB SMITH 658 Mo> ARCHITECTS 270 NOM 276 SL Boisa ID. 9.1702 (208) 338-1214 FA%(i0B)JJB-0011 DATE IAAY 23, 2014 13168 9SS_99O (WALL- BETWEEN STAIRS, BEYOND ISTAIR SKIRT NAILING PER STRUCTURAL STRINGER PER STRUCTURAL WITH 2x4 REINFORCING %" FIRE RATED GYPSUM BOARD CENTRAL STAIR 261 GYP -CRETE TOPPING SLAB OVER FLOOR SHEATHING PER CENTRAL STAIR STRINGER HANGER PER STRUCTURAL NOTE: DO NOT OvER - SHEATHING 4 NAILING PER STRUCTURAL — V FIRE RATED EAST M BOARD CORRIDOR 263 - STUD WALL PER PLAN. SEE STRUCTURAL - 2x8 FLOOR JOIST AT STAIR LANDING PER STRUCTURAL - EDGE NAILING PER STRUCTURAL - 2x8 LEDGER, FASTEN PER STRUCTURAL 2x6 LEDGER, FASTEN PER STRUCTURAL 2x6 FLOOR JOIST PER STRUCTURAL " WOOD FIBER BOARD FIRE RATED GYPSUM BOARD JOIST HANGER PER STRUCTURAL EA51 (— SUSPENDED CORRIDOR ACOUSTICAL PANEL 1® CEILING SYSTEM. SHEATHING 4 NAILING PER STRUCTURAL - W FIRE RATED GYPSUM BOARD STUD WALL PER PLAN. SEE STRUCTURAL %" FIRE RATED GYPSUM BOARD 2x8 BLOCKING PER STRUCTURAL NAILING PER STRUCTURAL %" FIRE RATED CUT STRINGERS DOUBLE TOP PLATE PER STRUCTURAL GYPSUM BOARD WALL FRAMING PER STRUCTURAL WITH (2) 2x6 PLANKED IN THE WALL AT STRINGER LOCATION PER STRUCTURAL CENTRAL STAIR AT SECOND FLOOR LANDING AScale: 3/4" = —011 -F:UWHUTCHISON REVISIONS:13168 SHEET MVM SMITH DM 659 JLJJ�VoAl ARCHITECTS SAMA' 13_ 9 Bo 2]O NOM 27,h $L i94 M. 8370 a�$i neinz FAX QOtl)$)$-0011 n,.arcnjrcm.�om MAY 23, 2014 att_aa� V FIRE RATED GYPSUM BOARD NAILING PER STRUCTURAL — STRINGER PER STRUCTURAL WITH 2x4 REINFORCING STRINGER HANGER PER STRUCTURAL a/e't FIRE RATED GYPSUM BOARD BEAM PER STRUCTURAL — NOTE: DO NOT OVER CUT STRINGERS STUD WALL PER PLAN. SEE STRUCTURAL %a" FIRE RATED GYPSUM BOARD CENTRAL STAIR AT SECOND FLOOR LANDII Scale: 3/4" = I' -o" HUTCHISON SMITH &!TA ARCHITECTS 270 NoM 27th St &Li 10.8370 (208)338-1212 F.SS(208)338-0011 h at jmb.mm L 13168 DRAWN: TM DATE MAY 23, 2014 SHEET I SHEATHING 6 NAILING 2x6 LEDGER, FASTEN PER STRUCTURAL V FIRE RATED PER STRUCTURAL GYPSUM BOARD CENTRAL 2x6 FLOOR JOIST PER STRUCTURAL EAST STAIR CORRIDOR V FIRE RATED \ STUD WALL PER PLAN. GYPSUM BOARD SEE STRUCTURAL STAIR SKIRT2x8 FLOOR JOIST AT STAIR GYP -CRETE TOPPING JOIST HANGER LANDING PER STRUCTURAL SLAB OVER FLOOR PER STRUCTURAL EDGE NAILING PER SHEATHING PER STRUCTURAL STRUCTURAL CENTRAL 2x8 LEDGER, FASTEN CORRIDOR ACOUSTICAL PANEL STAIR7® PER STRUCTURAL NOTE: DO NOT OVER CUT STRINGERS STUD WALL PER PLAN. SEE STRUCTURAL %a" FIRE RATED GYPSUM BOARD CENTRAL STAIR AT SECOND FLOOR LANDII Scale: 3/4" = I' -o" HUTCHISON SMITH &!TA ARCHITECTS 270 NoM 27th St &Li 10.8370 (208)338-1212 F.SS(208)338-0011 h at jmb.mm L 13168 DRAWN: TM DATE MAY 23, 2014 SHEET I 2x6 LEDGER, FASTEN PER STRUCTURAL 11 2x6 FLOOR JOIST PER STRUCTURAL Y, WOOD FIBER BOARD \ Ya" FIRE RATED GYPSUM BOARD DOUBLE TOP PLATE JOIST HANGER PER STRUCTURAL PER STRUCTURAL EAST SUSPENDED CENTRAL CORRIDOR ACOUSTICAL PANEL STAIR7® CEILING SYSTEM. 1 1 SHEATHING : NAILING PER STRUCTURAL V FIRE RATED GYPSUM BOARD NOTE: DO NOT OVER CUT STRINGERS STUD WALL PER PLAN. SEE STRUCTURAL %a" FIRE RATED GYPSUM BOARD CENTRAL STAIR AT SECOND FLOOR LANDII Scale: 3/4" = I' -o" HUTCHISON SMITH &!TA ARCHITECTS 270 NoM 27th St &Li 10.8370 (208)338-1212 F.SS(208)338-0011 h at jmb.mm L 13168 DRAWN: TM DATE MAY 23, 2014 SHEET WALL- BETWEEN STAIRS, BEYOND MDF CAP WITH APRON JOIST HANGER PER STRUCTURAL I STAIR SKIRT %" FIRE RATED GYPSUM BOARD - NAILING PER STRUCTURAL STRINGER PER STRUCTURAL WITH 2x4 REINFORCING CEILING JOIST PER STRUCTURAL STRINGER HANGER PER STRUCTURAL V FIRE RATED ,GYPSUM BOARD_ CENTRAL STAIR GYP -CRETE TOPPING SLAB OVERFLOOR SHEATHING PER STRUCTURAL STAIR NOT DO NOT OVER CUT STRINGERS " WOOD FIBER BOARD )z" FIRE RATED GYPSUM BOARD JOIST HANGER PER STRUCTURAL SUSPENDED ACOUSTICAL PANEL EAST CEILING SYSTEM. RRIDOR 2x LEDGER FASTEN 2631 PER STRUCTURAL \` SHEATHING 4 NAILING PER STRUCTURAL STUD WALL PER PLAN. SEE STRUCTURAL V FIRE RATED GYPSUM BOARD CEILING JOIST PER STRUCTURAL BEAM PER STRUCTURAL WALL- BETWEEN STAIRS, BEYOND THIRD FLOOR LANDING -Scale: 3/4" = I' HUTCHISON REVISIOM 13168 SHEET SMITH DRAM TM 660 �> ARCHITECTS DATE 13168 270 Nom, 27th SL soon ED. 83702 (2N) 338 iziz raXanai us.00ii Wvrnnaa.com MAY 23, 2014 as�_990 SHEATHING 4 NAILING PER STRUCTURAL %" FIRE RATED GYPSUM BOARD EAST STUD WALL PER PLAN. SEE STRUCTURAL )EAST RRID 363 EDGE NAILING PER STRUCTURAL 2x8 LEDGER, FASTEN PER STRUCTURAL EDGE NAILING PER STRUCTURAL DOUBLE TOP PLATE PER STRUCTURAL 2x6 LEDGER, FASTEN PER STRUCTURAL 2x6 FLOOR JOIST PER STRUCTURAL " WOOD FIBER BOARD )z" FIRE RATED GYPSUM BOARD JOIST HANGER PER STRUCTURAL SUSPENDED ACOUSTICAL PANEL EAST CEILING SYSTEM. RRIDOR 2x LEDGER FASTEN 2631 PER STRUCTURAL \` SHEATHING 4 NAILING PER STRUCTURAL STUD WALL PER PLAN. SEE STRUCTURAL V FIRE RATED GYPSUM BOARD CEILING JOIST PER STRUCTURAL BEAM PER STRUCTURAL WALL- BETWEEN STAIRS, BEYOND THIRD FLOOR LANDING -Scale: 3/4" = I' HUTCHISON REVISIOM 13168 SHEET SMITH DRAM TM 660 �> ARCHITECTS DATE 13168 270 Nom, 27th SL soon ED. 83702 (2N) 338 iziz raXanai us.00ii Wvrnnaa.com MAY 23, 2014 as�_990 V FIRE RATED GYPSUM BOARD V x Ib" PLYWOOD SKIRT BACKING ATTACH TO WALL FRAMING STAIR STRINGER 2x WALL FRAMING STAIR FRAMING DETAIL A scale: I I/2" = I' -O° REVISIONS: X168 SHEET HUTCHISON �n SMITH ° RAVM TM 661 ll!To ARCHITECTSDATT E 13168 IiO NoM IiN B[ BoiK ID. 317M (208)338-1212FA%QOB)3J80011 hsnarchitanmm MAY 23, 2014 R45—FF7 FIBER CEMENT BD. OVER BUILDING WRAP, SEE ELEVATIONS V FIRE RATED GYPSUM SHEATHING SHEATHING d NAILING PER STRUCTURAL STUD WALL PER PLAN. SEE STRUCTURAL (2) ROWS OF SILL NAILING STAGGERED PER STRUCTURAL - 2x8 SILL PLATE PER STRUCTURAL EDGE NAILING PER STRUCTURAL 48 HORIZONTAL BEAM PER STRUCTURAL NAILING PER STRUCTURAL /00 I ' 2x8 LEDGER FASTEN IAT EACH STUD PER STRUCTURAL I 5/a" FIRE RATED GYPSUM SHEATHING—� I SHEATHING 4 NAILING PER STRUCTURAL-----. I STUD WALL PER PLAN. ` SEE STRUCTURAL--� Fl -R. ..� ELEV. STAIR WELL OR FIRE RISER ROOM SHEATHING SHIM 2x8 TOP PLATE PER STRUCTURAL 1 GYP -CRETE TOPPING I SLAB OVER FLOOR SHEATHING PER I STRUCTURAL I i I JOIST PER STRUCTURAL I J015T HANGER PER STRUCTURAL NOTE: OCCURS AT SIM HORIZONTAL BEAM IN THE WALL AT STAIR. sCais: I" _ r-01, HUTCHISON a! Tod SMITH 1)O NOM])tM1 SL Bokc. ID. „,,,ARCHITECTS 13168 )RAWR TM )ATE MAY 23, 2014 SHEET PROVIDE 'HGAIO' ON INSIDE CORNER - NOT SHOWN FOR CLARITY. OCCURS ON BOTH SIDES AT SIM. G i 2x8 ABOVE AND BELOW 48 NAIL TOGETHER W/ (2) ROWS OF16dg16"O.C. (2)Y"D THRU BOLT THRU THE ENTIRE SECTIONS NOTE: AT SIM 2x8 ARE CONTINUOUS OVER PERPENDICULAR BEAM � \yl AT INTERSECTION - NEST THE PERPENDICULAR BEAM BETWEEN THE (2) 2x8 NOTE: DO NOT SPLICE BEAM MEMBERS HORIZONTAL BEAM IN THE WALL BSCa�e: III = I—//SII VISMITH ISON i� ARCHITECTS 270NcM27th 8v Boi ID. 81202 (2W) 338 FAR1208)338-0011 hsaasFi4c6.wm 13168 DRAWN: TM MAY 23, 2014 SHEET ig FIBER CEMENT SIDING OVER BUILDING WRAP, WITH HANGERS PER PER \ SEE ELEVATIONS DOUBLE TOP PLATE STRUCTURAL COLUMN PER STRUCTURAL FIRE RATED BEAM PER STRUCTURAL GYPSUM SHEATHING GYP -CRETE TOPPING SLAB COLUMN PER STRUCTURAL OVER FLOOR SHEATHING PER SHEATHING d NAILING lr� STRUCTURAL PER STRUCTURAL CScale: FLOOR JOISTS WITH HANGERS �CONNECTION III = ,—/T II fC/ PER STRUCTURAL HORIZONTAL BEAM BEYOND WITH (2) FRAMING ANCHORS CONNECTED TO THE BEAM J PER STRUCTURAL J RIM JOIST WITH FRAMING ANCHORS PER STRUCTURAL ` 2x4 CEILING JOIST WITH HANGERS PER PER \ DOUBLE TOP PLATE STRUCTURAL PER STRUCTURAL BEAM PER STRUCTURAL FRAMING ANCHOR ONE SIDE PER STRUCTURAL COLUMN PER STRUCTURAL BEAM TO WALL AT STAIR CScale: �CONNECTION III = ,—/T II fC/ HUTCHISON REVISION& 13168 SHEET DRAM TM SMITH 662 �B ARCHITECTS M8.1212 FAX (208)3311 M1vaaFimvwm 310 Nonffi hiSI. Boisq lD. 83702(208)M8.1212B-00 DATE MAY 23, 2014 13168 R55 -FRS 3/4" MDF SHELF WITH %a" RADIUS 4'-0" HIGH 2x4 WALL PER PLAN %" FIRE RATED GYPSUM BOARD CLEAR FLOOR SPACE FOR MECHANICAL VENTS PER PLAN ® 4'-0" HIGH WALL AT LAUNDRY ° Scale: I" = I' -o. THUTCHISON REVISIONS:13168 SHEET o SMITH DRn� TM 664 ARCHITECTSDATT E 13168 270 NOM 29h 8t Boua ID. B)]01 (?08))18-1112 FAX (108)Ue--0011 M1saarcM1itttu.mm MAY 23, 2014 RR2—RRS V GYPSUM BOARD HEADER PER STRUCTURAL %` FIRE RATED - - GYPSUM BOARD r OUTLINE OF MAIL BOXES. SEE SPECIFICATIONS Imo/ Y" PLYWOOD SHELF ' 2x4 LEDGER WITH FASTENING PER STRUCTURAL STUD WALL PER PRE -FINISHED METAL PLAN. SEE FLASHING WITH DRIP EDGE STRUCTURAL - - - V GYPSUM BOARD 2x4 STUDS AT 16" O.C. 1x SILL WITH POWDER DRIVEN EDGE 2x SILL WITH POWDER DRIVEN FASTENERS PER STRUCTURAL NAILING PER FASTENERS PER STRUCTURAL CONCRETE SLAB STRUCTURAL CONCRETE SLAB PER PLAN PER PLAN SECTION AT MAILBOXES scale: I" = I'-0" REVISION& HUTCHISON SMITH `CHITECTS 170 NOM 27th St Boisa In e,� (208) 339-1212 13168 DRAWN: TM DATE: MAY 23, 2014 SHEET NOT USED A5ca!p: 111 - ,'_0 REVISIONS: UvHUTCHISON jd SMITH _ of I ARCHITECTS 2205oM 27th SL Bois, 1D. 81712 12W,13-1211 FAX009038-H111 1u'-0.'.'... 13168 DRAWN: TM DATE MAY 23, 2014 SHEET 666 13168 JOIST HANGER PER STRUCTURAL COMPOSITE DECKING FLOOR JOIST PER STRUCTURAL — T.O.L$— ANDING SINGLE -PLY MEMBRANE ROOFING SYSTEM, SEE DETAILS 111,112 6113. SHEATHING t NAILING PER STRUCTURAL TAPERED CEILING JOIST PER STRUCTURAL (TAPERED V4" TO 5Y") V RESILIENT CHANNELS AT Ib" Or FIBER CEMENT SOFFIT WITH Ix2 FIBER CEMENT BATTENS I JOIST HANGER PER STRUCTURAL • I I ROUT OUT BOTTOM OF COMPOSITE DECKING AT COLUMN CAP AND FIT 75 TIGHT TO VERTICAL POST ��— METAL FLASHING CAP FIBER CEMENT BOARD FACE TRIM BEAM PER STRUCTURAL i A 111 BALCONY SECTION scale: 1" = P -o" -t:C4W MI CHHISON CHITECTS 270 NOM nm steo� ID. 83702 aas,ns.i:'Z 13168 DRAVVR TM MAY 23, 2014 SHEET BALCONY SECTION Scale: 111 = l'— o" HUTCHISON SMITH ARCHITECTS 270 NoM 27th SL Bois, ID. 83702 (2W)339-1212 FAX(203)1380011 hsvrchita�.mm 13168 DRAVVR >M DATE MAY 23, 2014 SHEET 13168 PRE -MANUFACTURED WOOD TRU55 26 GA STYLE 'D' PRE -FINISHED METAL DRIP EDGE CONTINUOUS (TYP) Ay TOP OF GUTTER y BELOW BOTTOM OF DRIP EDGE PRE -FINISHED -_� METAL GUTTER SCREW GUTTER TO FASCIA THROUGH NEOPRENE WASHER 2x6 DF. (PRIMED) FASCIA WITH PRE-FINI5HED METAL WRAP CONTINUOUS 2x6 SUB FASCIA WITH NAILING PER STRUCTURAL PRE -FINISHED METAL SOFFIT 2x4 AT EACH TRUSS GUTTER DETAIL AScale: 3" = I' -F: HUTCHISON UW SMITH �i ARCHITECTS 270 NoM 27th St Bom4 ID. 83702 (208)])8-1212 M(208)3J8-0 11 M1aa i=,mm 13168 DRAWN TM DATE MAY 23, 2014 SHEET Us of 13168 SIDING PER EXTERIOR ELEVATIONS 24 GA. PRE -FINISHED METAL STEP FLASHING LACED IN EACH COURSE OF SHINGLES. LAP STEP FLASHING MIN. OF 2". NAIL EACH INDIVIDUAL PIECE W/ (U ROOFING NAIL WHERE LAP OCCURS. DO NOT NAIL THROUGH (2) PIECES OF STEP FLASHING INSTALL SHINGLE NAILS 41/1" FROM WALL. DO NOT PENETRATE STEP FLASHING ASPHALT SHINGLES SELF -ADHERING -- ROOFING UNDERLAYMENT UNDERLAYMENT ROOF SHEATHING PER PLAN KICK -OUT FLASHING SELF -ADHERING MEMBRANE STEP FLASHING DETAIL Sca le: N.T.S. HUTCHISON REVISIONS 13T168 SHEET SMITH DRAVM 701 ARCHITECTS TM DATE 13168 270 NoM 27th St Bone, ID. 83702 (308)3381212 MX(208)3380011 h =hitm.mm MAY 23, 2014 7l1f1-7(15 " lc - PRE -FINISHED METAL FLASHING JACK NO EXPOSED FASTENERS. COLOR TO MATCH SHINGLES. NEW 41 LEAD FLASHING JACK AND CAP WITH VANDAL PROTECTION VTR EXTENSION INSIDE JACK SUPPLIED BY PLUMBING CONTRACTOR SEE PLUMBING PLANS FOR SIZE i LOCATIONS. PAINT. / ROOF SHEATHING PER PLAN ASPHALT SHINGLES OVERUNDERLAYMENT PER SPECIFICATIONS PLUMBING VENT DETAIL Scale: N,T,S. V HUTCHISON SMITH aB ARCHITECTS 270 NoM i]Ih St Boiu, ID. B]]02 (2081 A8 1212 FA%R08)U8-0011 hsaamM1itw¢.rom REVISIONS: 068 SHEET n 7®2 13168 'inn enc oRTM TM IAAY 23, 2014 STAINLESS STEEL GALVANIZED CLAMP EXHAUST VENT. PAINT. STORM COLLAR. PAINT. SEALANT PRE -FINISHED METAL FLASHING JACK NO EXPOSED FASTENERS. COLOR TO MATCH SHINGLES - UA FLUE VENT DETAIL Scale: N.T.S. HUTTHCHISON SMI ARCHITECTS 270 NoM 27ffi SL BoiM ID. 83702 (208)338-1212 MN (208) 338MI I Waamhit&¢.m ROOF SHEATHING PER PLAN ASPHALT SHINGLES OVER UNDERLAYMENT PER SPECIFICATIONS 13168 DRAWIt TM DATE MAY 23, 2014 SHEET 703 13168 ASPHALT SHINGLES ' i . 36" SELF-ADHERM UNOERLAYMENT LAP ROOFING UNDERLAYMENT ' 2" OVER SELF -ADHERING ' UNDERLAYMENT IN A I CONTINUOUS BEAD OF PLASTIC IASPHALT CEMENT ROOFING . I r^I Ti. is Ionil, a.11_ 1 VALLEY FLASHING DETAIL Sca Is: N.7.5. -I:UW REVISIONS: 13168 SHEET HUTCHI SON SMITH DR"'M 704 ,i ARCHITECTS DATE z+o uonxnth u soue.Ia 91702e0903rr1212 Fnx (aiH) 118)lln:o.,.m«.rom 13168 MAY 23, 2014 7!1(1-7l15 0 SHEATHING BACK %1' MIN. RIDGE VENT INSTALLATION :UCTIONS. SEE ROOF PLAN 'IRE WALL LOCATION WHERE INUOU5 SHEATHING 15 IRED. NAILING PER STRUCTURAL 'PROPYLENE RIDGE VENT 18 SQUARE INCHES NET FREE AREA PER LINEAL FOOT. LL RIDGE SHINGLE OVER COD ROOF TRUSSES I' O.C. OCKING EACH SIDE STRUCTURAL .,.,INUOUS 2x PER STRUCTURAL RIDGE OR HIP VENT DETAIL &Cale: 3'' = I'-0" aiVHUTCHISON / SMITH ) ARCHITECTS 270NoM 27@ St BoI. ID. 83702 (208)338-1212 M(208)328-0011 haarchltm.mm 13168 DRAWrk TM DATE MAY 23, 2014 SHEET 13168 NOTES: FIRE STOPPING PER 3M SYSTEM NO. WL2088 F RATING I -HR OR 2 -HR TO MATCH RATING OF WALL A55EMBLY T RATING I -HR OR 2 -HR TO MATCH RATING OF WALL A55EMBLY 1 -HR OR 2 -HR FI RATED WALL ME °IRE CAULK OR -HR, 11/4" AT 2- ;ONSTRUCTION. ELEVATION 'IPE PENETRAT 11 1" DIA BEAD C CAULK OR PUTT' SECTION FIRE STOP PIPE PENETRATION Scale: N.T.s. :ToSHUTCH MTH ISON ARCHITECTS 210 NoM 27th St Bai ID. 83702 (208)3381212 FAX(208)338-0011 Faeemltitaa.wm 168 SHEET TM 706 TM 13168 MAY 23. 2014 NOTES: FIRE STOPPING PER 3M SYSTEM NO. WL3001 F RATING I -HR OR 2 -HR TO MATCH RATING OF WALL ASSEMBLY T RATING 1 -HR OR 2 -HR TO MATCH RATING OF WALL A55EMBLY ELEVATION I -HR OR 2 -HR FIRE RATED WALL MEMBRANE FIRE CAULK OR PUTTY, 5/8" AT I -HR, 1 1/4" AT 2 -HR FIRE RATED CONSTRUCTION. CABLE PENETRATION 1/4" DIA. BEAD OF FIRE CAULK OR PUTTY — SECTION WALL CAVITY FIRE STOP CABLE PENETRATION Sca Is: N.T.S. ;ta•Ar r• "t:UV SMITH ISON �i ARCHITECTS 270 Non 27th St BoiK ID. 83702 (2M)338 IM FA (208)338-0011 I rchilmu.mm 13168 I SHEET IDRAVM TM DATE MAY 23, 2014 13168 FIBER CEMENT SIDING. SEALED BUILDING WRAP. LAP OVER FLASHING. PRE -FINISHED FLASHING ON TOP OF GEAR SET IN SEALANT. FIBER CEMENT SIDING PANELS. SEE EXTERIOR ELEVATIONS. SELF -ADHERING WATERPROOF UNDERLAYMENT. EXTERIOR ELECTRIC GEAR SELF -ADHERING WATERPROOF UNDERLAYMENT. LAP OVER METAL FLASHING. DO NOT CAULK HERE FIBER CEMENT SIDING PANELS. SEE EXTERIOR ELEVATIONS. FLASHING AT ELECTRICAL PANEL Scale: 3" = P -o" REVISIONS: &THUTCHISON ANd SMITH ARCHITECTS 270 Ko 27th St ft15 ID. 83702 (208)338-1212 FA (209)33"11 kmmhilcts.rnm 13168 DRAWN: TM DATE, MAY 23, 2014 SHEET 708 13168 FIBER CEMENT SIDING. SEALED BUILDING WRAP. LAP OVER FLASHING. DO NOT CAULK THIS JOINT. PRE -FINISHED METAL FLASHING OVER MOUNTING BLOCK 514" x FIBER CEMENT MOUNTING BLOCK FIELD VERIFY EXACT 51ZE BASED ON ITEM BEING ATTACHED. EXTERIOR MOUNTED ITEM. SEE MECHANICAL, ELECTRICAL AND ARCHITECTURAL ELEVATIONS. SELF -ADHERING WATERPROOF UNDERLAYMENT. LAP OVER SEALED BUILDING WRAP. 2" REVEAL TYPICAL AROUND ALL SIDES. CAULK ALL AROUND FIBER CEMENT MOUNTING BLOCK FIBER CEMENT SIDING. SEALED BUILDING WRAP. MOUNTING BLOCK DETAIL AT SIDING &Cale: 3" = 1'-0" T,gdISMTHHUTCHISON ARCHITECTS 27ONoM 27th St Buis, 10. 83702 (208)338-1212 FAX(208) 3380011 Iwarchit¢9.wm 13168 )RAAYM TM )ATE MAY 23, 2014 SHEET SIMULATED STONE VENEER SAWCUT DRIP KERF AT HEADER STONE 2" REVEAL AROUND ALL SIDES. TYPICAL- %` x FIBER CEMENT MOUNTING BLOCK FIELD VERIFY EXACT SIZE BASED ON ITEM BEING ATTACHED. Y:" SHIM EXTERIOR MOUNTED ITEM. SEE MECHANICAL, ELECTRICAL AND ARCHITECTURAL EXTERIOR ELEVATIONS. SELF -ADHERING WATERPROOF UNDERLAYMENT. LAP OVER METAL FLASHING. DO NOT CAULK THIS JOINT. PRE -FINISHED METAL FLASHING OVER TOP OF STONE. SIMULATED STONE VENEER SEALED BUILDING WRAP. MOUNTING BLOCK D ETAI L AT STONE REVISIONS 0� SHEET HUTCHISON SMITH DRAM 710 �B ARCHITECTS 210 NoM 211h St Boi ID. 83102 (208)338-1212 FV (203)338-0 11 N h,..mm ATE; MAY 23, 2014 13166 7nn_lln FLASHING/BUILDING WRAP UNDER SILL — I" x N" BUCK AROUND OPENING CAULK ALL AROUND - FASTENER SILL PER SPECIFICATIONS V, GYPSUM BOARD BATT INSULATION 2xb FRAMING � WINDOW SILL AT STONE &Cale: 6" = -o° SEALANT SIMULATED STONE CAP. SEE DETAIL A/400 SEALANT BEHIND NAIL FIN SELF ADHERING FLASHING MEMBRANE SEALED BUILDING WRAP R-5 CONTINUOUS RIGID INSULATION SIMULATED STONE VENEER SEE ELEVATIONS AND SPECIFICATIONS. SHEATHING PER PLAN A REVISION& 13168 SHEET VHUTCHISON SMITH °F�'`""� TM 801 �1 ARCHITECTS DATE 1 3168 270NoM 17N SC Boiu, ID. 837N(208)338 I212 FAX(2W) 333-001 1 hsumhilaR.com MAY 23, 2014 arn–A_ano A WINDOW JAMB AT STONE soma le: &` = REVISIONS: HUTCHISON SMITH ARCHITECTS 270 NOM 27M SC Baia. ID. 83702 (208)338-1212 FA (208)338-MiI hsart li .wm .ATED STONE VENEER, EXTERIOR 'ATIONS 'RAMING :ONTINUOUS RIGID ATION .THING PER PLAN ANT ADHERING HING MEMBRANE V FIBER GEMENT SEE EXTERIOR ATIONS. PAINT. n_t,ii ED BUILDING WRAP - FLASHING AT JAMB ANT BEHIND FIN 13166 DRAWN: TM DATE MAY 23, 2014 SHEET 802 13168 FLA51-IING/BUILDING WRAP UNDER SILL I" x t ` BUCK AROUND OPENING CAULK ALL AROUND FASTENER SILL PER SPECIFICATIONS 5I8 GYPSUM BOARD BATT INSULATION 2x6 FRAMING AWINDOWSILL AT SLING scale: /o" = '—o" SEALANT SELF ADHERING FLASHING MEMBRANE x 4" FIBER CEMENT TRIM SEALANT SEALED BUILDING WRAP R-5 CONTINUOUS RIGID INSULATION FIBER CEMENT SIDING SEE EXTERIOR ELEVATIONS SHEATHING PER PLAN 2x6 FRAMING THUTCHISON REVISIONS 13168 SHEET o SMITH Dr�TM 803 �A ARCHITECTS DATE 13168 -p i]ONOM 27IM1 SI eoiaa ID. 33702 (2"BUJB-Illi FAX(2W) 138-0"11 M1sumM1ilttb.wm MAY 23, 2014 AM/1D SHEATHING PER PLAN R-5 CONTINUOUS RIGID INSULATION FIBER CEMENT SIDING, SEE EXTERIOR ELEVATIONS SEALED BUILDING WRAP - OVER FLASHING SEALANT SEALANT BEHIND NAIL FIN x 4" FIBER CEMENT TRIM, SEE EXTERIOR ELEVATIONS. PAINT, SEALANT SELF ADHERING FLASHING MEMBRANE. WINDOW JAMB AT SIDING 5cals: e?" = 1i-0ii VI SMITHISDN _ �) ARCHITECTS 270 NoM 27th 8[ Boiu, 1O. 83702 (208)338-1212 FA[(208)338-WII hwrcYiilan.mm 13168 )RAVM TM )ATE MAY 23, 2014 SHEET HE %a Bi FA C' CEMENT SIDING, SEE DIOR ELEVATIONS 'HIND PER PLAN ;ONTINUOUS RIGID 4TION ED BUILDING WRAP )VER FLASHING. )T CAULK GAP 24 ga. PRE -FINISHED METAL FLASHING SEALANT ED BUILDING WRAP )VER FLASHING. FIBER CEMENT SEE EXTERIOR !TIONS. PAINT. INT BEHIND NAIL FIN WT ADHERING FLASHING BANE WINDOW HEAD AT SIDING Ascale: / II _ II_�II REVISIONS 13168 SHEET HUTCHISON SMITH Dm TM805 �Z ARCHITECTS °AMA tlh 13168 _R l]ONo20h SL Boiu, ID. BJ]0? (308))J8�121] fAC (308)J]8�0011 hsemlJt¢b.com MAY 23, 2014 R/ll— A/10 %11 1 BOF CAU BAT 2x(o DOOR JAMB AT STONE REVISIONS: aW1I HUTCH SMTH ISON i ARCHITECTS 270 NOM DIN SL Bois. M 83702 (1"8)338-1212 M(208)3880011 Fuiarchnw.wm SHEATHING PER PLAN SEALED BUILDING WRAP R-5 CONTINUOUS RIGID INSULATION SIMULATED STONE VENEER SEE EXTERIOR ELEVATIONS SEALANT I" x 1�" BUCK AROUND OPENING x 4" FIBER CEMENT TRIM, SEE EXTERIOR ELEVATIONS. PAINT. SPRAY -FOAM INSUL WOOD DOOR FRAME, PAINT DOOR PER DOOR SCHEDULE 13168 )RAVft TM )ATE MAY 23, 2014 SHEET 806 13168 acale: I&` = I' -o'' HUTCHISON SMITH 170 Notlh 27th St 9 ID. &!T,od (pg)}ARC2 FkX aHITECTS 08) 33" 11 Wa�ttmm mm SHEATHING PER PLAN =1BER CEMENT SIDING, SEE EXTERIOR ELEVATIONS BATT INSULATION R-5 CONTINUOUS RIGID INSULATION SEALANT SEALED BUILDING WRAP " x t " BUCK AROUND DPENING % x 4" FIBER CEMENT TRIM, SEE EXTERIOR ELEVATIONS. PAINT. SPRAY -FOAM INSULATION WOOD DOOR FRAME, PAINT DOOR PER DOOR SCHEDULE 13168 DRAWN: TM MAY 23, 2014 SHEET DOOR JAMB AT SIDING &Cale: %" = I' -o" SHEATHING PER PLAN FIBER CEMENT SIDING, SEE EXTERIOR ELEVATIONS BATT INSULATION R-5 CONTINUOUS RIGID INSULATION SEALANT SEALED BUILDING WRAP I" x h" BUCK AROUND OPENING x 4" FIBER CEMENT TRIM, SEE EXTERIOR ELEVATIONS. PAINT. SPRAY -FOAM INSULATION WOOD DOOR FRAME, PAINT DOOR PER DOOR SCHEDULE REVISIONS 168 SHEET HUTCHISON SMITH M DR 8 ® 8 i ARCHITECTS DATE 1 3168 no rvonn 27th SL eoua m. aazoz (208) 338 a¢ M (2W)u.aou sn„z.en>a.rom MAY 23, 2014 A(1i—A—Af1Q CONCRETE SIDEWALK SLOPE 15% MAX. EXPANSION JOINT DOOR AND FRAME. SEE DOOR SCHEDULE, SHEET AW AND SPECIFICATIONS. NEW ALUMINUM THRESHOLD PER HARDWARE SCHEDULE IN SPECIFICATION. SET IN SEALANT OR DRY -PACK SEE DOOR SCHEDULE. aTNRESHOLDS AT ENTRY DOORS TO BE Ya" HIGH MAXIMUM AND MEET ADA CONCRETE SLAB ON GRADE DOOR THRESHOLD DETAIL AScale: 3" = I' -o" HUTCHI S ON REVISIONS ON SHEET a�SMITH DRTM AM 809 ) ARCHITECTS DATE 1 3168 27"NoM 27N S[ Boi50.10.8))0E (208)118-1212 FAC (208)138L"II hsaartiiilrt6.mm MAY 23, 2014 Al1i—R7—A(7Q INSTALL 61,16FENDED GsYP CEILING: SYSTEM PER UL L52C GYPSUM BOARD SUSPENDED CEILING GRID SYSTEM Scale: lu=.li_0u HUTCHISON SMITH ARCHITECTS 2701,1mN 27th S[ Boi 1D. 83702 (208)338-1212 FAX (208) 318-0011 W.hi..mm 13168 MAY 23, 2014 SHEET 900 13168 CHANNEL MOULDING MAIN TEE 0 �0I 0 0 0 __- Ll ° 0 ° UX7D ° 6 GYP. BRD. SCREW INTO MOLDING / AT PERIMETER. WALL PER PLAN INSTALL SUSPENDED GYP CEILING SYSTEM PER UL L526 GYPSUM BOARD SUSPENDED CEILING GRID SYSTEM Scale: 3" = 1'-0" HUTCHISON / SMITH �B ARCHITECTS 270 NoM M SC Boi ID. 83702 (208)338-1212 FAC(208)338-WiI M1wuNilm6.wm 13168 TM MAY 23, 2014 SHEET 901 13168