The URL can be used to link to this page

Home My WebLink AboutSPECIFICATIONS 4 - 14-00229 - The Grove at Riverside Apts IISPE CIFI CA TIONS THE GROVE AT RIVERSIDE APARTMENTS 325 North 1St Street East Rexburg, Idaho BOOK 3of 3: Details Architect: HUTCHISON SMITH i> ARCHITECTS 270 N. 27" 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) SPE CIT'ICATIONS The Grove at Riverside Apartments 325 North 1St Street East ARCHITECT Hutchison Smith Architects 270 N. 27h 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 ROBERT V. SMITH STATE OF IDAHO 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 Qp�C�S�\GENS, N� 8 p 9 � a9`1 PF OF R 0 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 ■1G\►13NYN._41ilRylelY r II Beck & Baird Landscape Architects 1523 W. Hays Boise, Idaho 83702 Dan Baird Tel: 208-342-4811 Fax: 208-342-3342 �S\ONAL EN Of A 130 N O Q 9g9Tf OF Fp FL M\\ 5/27/14 ®p APff The Grove at Riverside 325 North 1St 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 41 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 The 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 The 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 8662 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 rhe 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 1ECC Energy Compliance E1.0 Electrical Site Plan ELI 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 E2.2f 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 Phe Grove Apartments/13.168 Table of Contents 00010-9 CONSTRUCTION DETAILS 6" BOLLARDS EACH SIDE, SEE B/201- 4' RECESS TOP OF FOUNDATION 8" 6 OVERPOUR SLAB 6" BOLLARD, SEE 5/201 CROWN TOP 6114, SCHEDULE 40 STEEL PIPE BOLLARD. FILL i WITH CONCRETE 4 PRIME 4 PAINT MINIMUM (2) FIN1514 COATS ENCLOSURE SLAB a. k. Q1 18" 9x24" DEEP s CONCRETE FOOTING. B BOLLARD scale: 1/2" = I'-0" SIMULATED STONE CAP TO MATCH BUILDING SPLIT FACE CMU WITH INTEGRAL COLOR PRECAST CONCRETE CAP 8 — \I L----------- 203 -------- SIMULATED STONE VENEER WAINSCOT TO MATCH BUILDING — TRASH ENCLOSURE ELEVATION Seale: 1/4" = P-0" RvISION& 13166 SHEET HUTCHISON AA I SMITH oaTM .p 20 ARCHITECTS G 270 NOM 37t Baiu, ID. 81]@ (208)J38-1213 FAX Q -00 N S UB)JJ811 MaxlAass.com °AMA' MAY 23, 2[114 13- O 7/1(1— I1 A (o" BOLLARDS E SIDE, SEE 5/201 1 11 1 L_JL J PRECAST CONCRETE CAP SPLIT FACE CMU WITH INTEGRAL COLOR SIMULATED STONE CAP TO MATCH BUILDING SIMULATED STONE VENEER WAINSCOT TO MATCH BUILDING TRASH ENCLOSURE ELEVATION COI IT [ A!' PMi I MITI I I L— — — — — — — — — — — — — — — — — — — -- — — 51MULATED STONE CAP TO MATCH BUILDING SIMULATED STONE VENEER WAINSCOT TO MATCH BUILDING TRASH ENCLOSURE ELEVATION Scall: 114" = '_0I1 -t:Uq#f HUTCHSM TH ISON _ -i ARCHITECTS 270 NON, 27,h S, Bo¢c 1D 81702 1208)1]8-1212 FAX f203)39-0011 hseertltitmscain REVISIONS 13168 TM MAY 23, 2014 SHEET 202 13168 ENCLOSURE FLOOR SLAB ACCESS ' SIDEWALK BEYOND —\ SILL CONDITION AT OPENING v spa T.O. CMU T.O. STONE 9-1 u CONCRETE i" T "STEM WALL'. 7 COLD JOINT WITH ROUGH SURFACE - 3" CLR 1/2" _ 1'-0 PRECAST CONCRETE CAP WITH DRIP KEW 8x8x16 SPLIT FACE CMU INTEGRAL COLOR WITH ' VERTICAL REINFORCING AT 32" O.G. IN CENTER OF WALL PER STRUCTURAL BOND BEAM: WITH REINFORCING AT 48" O.G. AND TOP i BOTTOM PER STRUCTURAL. FULLY GROUTED PRE FINISHED METAL FLASHING WITH HEMMED EDGE SET IN CMU JOINT OVER STONE CAP. SIMULATED STONE CAP TO MATCH BUILDING E%3 SIMULATED STONE VENEER WAINSCOT TO MATCH BUILDING ACCESS SIDEWALK DOWELS TO MATCH 4 LAP WALL REINFORCING, LAP INTO GRADE BEAM PER STRUCTURAL REINFORCING PER STRUCTURAL II REINFORCING LAPPED INTO GRADE BEAM PER STRUCTURAL GRADE BEAM WITH REINFORCING PER STRUCTURAL NOTE: CENTER GRADE BEAM ON 2' 0" CENTERLINE OF CMU WALL ABOVE. U TRASH ENCLOSURE SECTION Scale: 1/2'' = I'-0" &TOHUTCH SMTH ISON ARCHITECTS 220 No N 27th St Bom,, ID. 83702 (208)338-1212 FAX(208) 338-0011 1¢ ilc—n 13168 DRAWN: TM MAY 23, 2014 SHEET 203 13168 NOT USED AScale: 3" = II-011 H UTCHISON 068 SHEET oaTM nE SMITH P> ARCHITECTS MNarW DWSI. Bnix, N.AJ]Oi (20P)JJA-12❑ F/,%f20S)JlR(gll F.mnNlau.mm 204 13168 9nn_9na DATE MAY 23, 2014 THE GROVE E at Riverside, �n A��rtmenG SAND BLAST LOGOS AND PAINT IRECE66ES BLACK MONUMENT SIGN A 5r -ale: 1/2 = 11-00 SAND BLAST OU.NER'S LOGO AND PAINT RECESSES IN COLOR TO MATCH OUNER'S GRAPHICS 12" THICK STONE SLAB 54ND BLAST LETTERS AND PAINT RECESSES BLACK HUTCHISON FEVSKM 1068 1 SHEET SMITH Dw,wrr 20 �) ARCHITECTS DATE 13168 2MNnM 27Ji 9t Bm,c, ID. 83701(20.9)J]fl-121? FA%QJfl)JlFglll h. N�sli.amm AIAY 23, 2014 9fJS—Ol1tl TWO FLAG POLES lU 30-0" HIGH WITH U.5. FLAG AND (1)25'-0" HIGH WITH THE IDAHO STATE FLAG, SEE DETAIL A/201. SEE CIVIL DRAWINGS BIKE RACKS, SEE SITE PLAN j 1 CONCRETE SLAB AROUND FLAG POLES, SEE DETAIL A219 LANDSCAPE PLANTER AREA SEE LANDSCAPE DRAWINGS. FIRE LANE CURB STRIPING: PAINT TOP AND FACE OF CURB RED TO I EXTENT SHOWN BY DASHED LINE. I I --4 I I CONCRETE CURB TYPICAL. I i SEE CIVIL DRAWINGS `-`-------------' n FLAG POLE ENLARGED PLAN U scale: 1/4" = P-011 i3 HUTCHISON $ SHEET HFAI SMITH DRA1M1Y 206 ,i ARCHITECTSDA� T 2N NaNl]J,h Bmx. IO fll]OE aox»an-iziz rax (:ow)nwoii new n.— 13168 MAY 23, 2014 (U 301-011 HIGH d (U 25'-011 HIGH ALUMINUM FLAG POLE ALUMINUM BASE 2.11 COLLAR 3/4"0 STEEL GROUND SPIKE. n FLAG POLE BASE -Scd!3: 1/2" = 11-011 SHEET HUTCHISON SMITHIf�07 lVqfo ARCHITECTS onTE Hiss TIO N.MMSL Bm ,N. 83M (20S)33M1212 FA aOR) 33M 11 huvcNlreU.a �%i 2J, 2[114 LOCATE ACCESSIBLE PARKING b" CURB. SEE CIVIL SIGNS 2 . BACK OF CURB, TYPICAL. DRAWINGS SEE AR09. 3 ' i s PRE -CAST PANEL ' 3 TRUNCATED DOME RETECTABLE WAFTING VA SURFAG[ PER ICC,AN51.: A111.1-2003 1055 e " VARIES SEE SITE PLAN ACCESS AISLE: 4' PAINTED BORDER WITH 4" PAINTED . DIAGONALS' AT 24" OL: i NOTE: ALL ACCESSIBLE SLOPES 10 MINIMUM., 2% MAXIMUM. NO PLUS OR MINUS TOLERANCE. ACCESSIBLE LOCATE ACCESSIBLE PAWING SIGNS AT BACK OF CURB, TYPICAL. SEE A/209. i5 SLOP - , 4" PAINTEb STRIPE . Q o E[5g MAk VARIES _ a SEE,SITE -PLAW... 3 4" INTERNATIONAL SYMBOL OF ACCE551BILITY: 3" WHITE STRIPES OVER BLUE BACKGROUND A PARKING STALL & RAMP WVIFEVISION& SHEET HUTCHISON SMITH TM 208 �) ARCHITECTS DATE 3168 2MNw 2>mu sere, in. 93M (2m) 338-1212 fmam)33" ll nnm W ... MAY 23, 2014 15-9 09 X! '' SLOPE. " SLOPE o.' 1:12I MAX. 7 1:12, MAX. o' N i5 SLOP - , 4" PAINTEb STRIPE . Q o E[5g MAk VARIES _ a SEE,SITE -PLAW... 3 4" INTERNATIONAL SYMBOL OF ACCE551BILITY: 3" WHITE STRIPES OVER BLUE BACKGROUND A PARKING STALL & RAMP WVIFEVISION& SHEET HUTCHISON SMITH TM 208 �) ARCHITECTS DATE 3168 2MNw 2>mu sere, in. 93M (2m) 338-1212 fmam)33" ll nnm W ... MAY 23, 2014 15-9 09 BLUE WITH WHITE SYMBOL REFLECTIVE BORDER .125 ALUMINUM SIGN AT ALL HANDICAP STALL ACCESSIBLE PARKING AScale: HAN '# I"= r -o" 'PPED PARKINGI ONLY HUTCHISON �� 13168 BLACK LETTERING DMWN M Tn 2®9 13168 205-209 DAM MAY 23, 2014 .125 ALUMINUM SIGN WITH VAN ROUNDED CORNERS `9 ACCESSIBLE (AT VAN ACCESSIBLE SITE ONLY) 0" 2" SQUARE GALVANIZED STEEL PIPE, GUT LENGTH AS REQUIRED. PROVIDE SIGN MOUNTING HARDWARE AND PIPE CAP GR04N i0P CF FOOTING GRADE OR d P I'I GPI f .I r7 d I .I d I A I I. a u a. ACCESSIBLE PARKING AScale: SIGN I"= r -o" HUTCHISON �� 13168 SHEET DMWN M Ad I SMITH WfqgARCHITECTS 2]ONwW 27N St emce, N.AJ102 (1081JJW1212 'FAXR08)J)R-0011 Aumvhitwna.wm 2®9 13168 205-209 DAM MAY 23, 2014 I POLYMER-GOATED CHAIN LINK FENCE FABRIC EXPANSION BOLTS WELD PLATE PLAYGROUND TOOLED EDGES SUBAGE MATERIAL fiNISH GRADE. SEE CIVIL DRAWINGS 0 4 . CL Lu Tfi t'6,�4 y]"dw L• CONCRETE CURB -;° WITH r5 CONTINUOUS AT TOP 4 BOTTOM. TROWEL FINISH TOP. I � 6" LANDSCAPE FABRIC 4" OF 1j" MINUS DRAIN ROCK PLAYGROUND CURB AND FENCE A HUTCHISON �� SHEET SMITH 211 i% ARCHITECTS UATB 13168 Y!"NmW iN,S� Boise, ID. AI]03 ($"A)))A-131: FRX("A)UFOAII h i" i�.�mn MAY 23, 2014 iifl_91 d 4" CONCRETE SLAB 5"THICKENED SLAB EDGE - NOTE: STOP CONCRETE CURB PER Al2I9 AT ENTRANCE RAMP EXPAN51ON JOINT FILLER NOTE: RAMP 15 3'-4" WI PLAYGROUND SURFACE MATERIAL INSTALL OVER TOP OF RAMP \ l CONCRETE 'RAMP', SLOPE 1:12 MAX. A RAMP AT PLAYGROUND �' H T H FEVISION& SHEET MISON _ 212 o� ARCHITECTS o 270 NOM 27",4 &nae, TO. 0702 (2M)33&1212 rix Q081338 11 h. wawa. YAY 23, 201413168 910-91A A () 1-LANTER PLAN HUTCHISON SMITH ", I ARCHITECTS 220 N10b 2 7t St Bokw. IO. 93902 (208M81212 Fl 1208) 3351101 1 K—iu,mumm rFICAL WEEP Im DRAWN TM DAM WAY 23. 2014 SHEET 213 13168 GARDEN TOP SOIL 21. OR IS" ABOVE FIN15N GRADE PER SITE PLAN _ di I WITH FILTER FABRIC J ROLL-ON "VULKEM" 201 RUBBERIZED DAMP PROOFING FULL HEIGHT. APPLY TO MIN. 60 MIL THICKNE55. AFTER if T CURING APPLY GRAVEL 4 -I FILTER FABRIC. --11=:_Ibi I - l,� 3 I CU. FT. OF GRAVEL E1}�-ff , WITH FILTER FABRIC J AT EACH WEEP HOLE if T COMPACTED -I BACKFILL --11=:_Ibi PRECAST CONCRETE COPING CAP WITH 34" RADIUS TOP EDGES AND MITERED CORNERS DRIP KERS: CULTURED STONE VENEER 2" 0 PVC PIPE AT 48" O.C. 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 5cale; l'-011 REMpe 068 SHEET HUTCHISON SMITH DRA1"m 214 iA ARCHITECTS DATT E 13168 2ANmW xrh Sc Bove, ID. A3702 aax333xizi± FAX ROB)33P 0011 n.m�i,.�, MAY 23, 2014 210-914 A ENLARGED PLAN AT RAMP m SHEET HUTCHISON �SMITH oRAwrt 215 -i ,M ARCHITECTS DATE 13168 1'IONMhl)Y,St Bm,e, ID. &1A} (zas)3aw1xia Fnx rzav»>e-aoil n m, ,,.gym MAY 23, 2014 oIR-117 TOP RAIL: 1 1/2" D.D. (I.66" OD.) STEEL PIPE TYPICAL, POWDER COAT INTERMEDIATE RAIL: 1 1/2" O.P. STEEL PIPE, POWDER COAT VERTICAL POST 1 1/2" OD. STEEL PIPE, POWDER COAT, EQUALLY SPACED. BOTTOM RAIL: 1 1/2" OD. STEEL PIPE, GRADE' POWDER COAT SEE CIVIL DRAWINGS 3/16 GRADE. SEE CIVIL �DRAWIN45 ii uu iLLu � " IS" O.G. I PIPE 5LEEvE. PIPE 4 AT - 2 1/2 STD x 6" (2.88" .411 EACH WAY A„ OD.)., WITH (2) 5/84 x 5" H.A.S. 6-01 n RAMP SECTION- -or -ale: 3/4" = P -O" HUTCHISON `� 13168 SHEET V' ARCHITECTS SMITH DA -T 216 �> Tu TE 13168 2MNoM iJJ,St Bnirc, W. UM (208133"212 FAX (iAR)))FW11 AuucM1i"n�.am MAY 23, 2014 SMITH�' H T ISON SHEET 217 mWN ,i ARCHITECTS 270 Nanh 2]J191. Baine, ID. 93702 (M) 339.1212 FA%(i0fl))38NI1 M1.uu.Nbnmm DATE T MAY 23, 2014 13166 119-010 HVAG GONDENSING UNIT EXTERIOR WALL OF BUILDING 2' l3(6°t 6 2.76 t _6 y4" CLEAR CLEAN VERIFY WITH yI RIEY WITH CCNpmR CONDENSER HWACMR MANLFACTJI;fR LU u > w Jul 12'-m" 4" CONCRETE PAD WITH THICKENED EDGE, 5EE KEYNOTE "21 5HEET 41.0 HVAC PAD AScalp: 1/2" = 1'-0° HUTCHISON i�r� lD SHEET o TM 7m SMITH ARCHITECTS x,o nmw z,m s.. emu. m.aszoz (208)»x.inz FM( ab+p1wwu nmKnez.,x��m 218 13168 218-991 - DATE MAY 23, 2014 i RING RING DOWNSPOUT CONNECTION HUTCHISON X68 SHEET V'SMITH ARCHITECTS °AA`wnt 220 �) TM UAB 13168 no u.wnms�. em.c, in uroz (i0A)I3WI212 enx rxavpxawu havrchdxu.mm MAY 23, 2014 91a_oos PROJECT LOGO 3" HIGH LETTERING The GROVE r I at Riverside an 1 0 1 II Apartment CommUO'!y 4'-0" x 8'-0" x %t' EXTERIOR GRADE PLYWOOD SIGN. BACKGROUND PAINTED WHITE. ATTACH TO P05T5 WITH (3))5" DIA. CARRIAGE 5OLT5 AND WA5HER5 EQUALLY 5PACED. 4x4 P.T. P05T5 GRADE LINE NOTE: ALL LETTERING EXCEPT HSA / VILLAGE BUILDERS COMPANY LOG05 TO BE BLACK LETTERING ON 0 I I WHITE BACKGROUND. H5A LOGO BACKGROUND TO �n BE BLUE. VILLAGE MILDER5 TO BE BLUE I I BACKGROUND WITH WHITE ! BLACK LETTERING II II LJ LJ A TEMPORARY PROJECT SIGN J SHEET SMITH 221 H ISON "B ARCHITECTS °�"� SATE zm rvmn 27theo ,e St. lw. ID, 83702 (209)339-1212(209)339-1212 rnx ane.Mn ay)ne.,,an�t..�,a 13168 MAY 23, 2014 9tA_991 HUT SM, ��I ,H hl ON 11N .CTS u.ItMEaL�ntna llF b HlOE PNO( IRAN BUB deM gug Mw AT � .. ..,.,...„wtC; �w�l,o Vi aQui srt rt� �MIN6M1! ao ®s I aa.e:r eew� I C�ICII� III I p Q FMO�Mq I AIU 9MJw� a� !„SN Gw1rY �lW W. rtAT!lIIIEkT. MAO OAQRL fAltst rslV IIaWb Mn I CY aLv�io®P �."°" �«�. wmMova Tatra MAWWCN.lLIyNp.GN11CAl Fp `, I Mmm � I �. 71.°<f MMAM AMMO lIInIA IAW 8A9Y% � � � MtwA � PoB@bl 4'-0" x 8'-0" x %t' EXTERIOR GRADE PLYWOOD SIGN. BACKGROUND PAINTED WHITE. ATTACH TO P05T5 WITH (3))5" DIA. CARRIAGE 5OLT5 AND WA5HER5 EQUALLY 5PACED. 4x4 P.T. P05T5 GRADE LINE NOTE: ALL LETTERING EXCEPT HSA / VILLAGE BUILDERS COMPANY LOG05 TO BE BLACK LETTERING ON 0 I I WHITE BACKGROUND. H5A LOGO BACKGROUND TO �n BE BLUE. VILLAGE MILDER5 TO BE BLUE I I BACKGROUND WITH WHITE ! BLACK LETTERING II II LJ LJ A TEMPORARY PROJECT SIGN J SHEET SMITH 221 H ISON "B ARCHITECTS °�"� SATE zm rvmn 27theo ,e St. lw. ID, 83702 (209)339-1212(209)339-1212 rnx ane.Mn ay)ne.,,an�t..�,a 13168 MAY 23, 2014 9tA_991 SHEATHING a NAILING PER STRUCTURAL EDGE NAILING PER STRUCTURAL REINFORCING PER STRUCTURAL CONCRETE "STEM WALL" GRADE. 5EE CIVIL DRAWINGS. REINFORCING LAPPED INTO GRADE BEAM PER 5TRUCTURAL. COLD JOINT WITH ROUGH SURFACE GRADE BEAM 51ZE AND REINFORCING PER STRUCTURAL J 5" f 3" CLR STUD WALL PER PLAN, SEE STRUCTURAL 2x P.T. SILL WITH ANCHOR BOLTS PER 5TRUCTURAL CONCRETE SLAB PER STRUCTURAL EXTERIOR FOUNDATION WALL 5 ald: I" = I' -o" REVISIONS -F.-L�I SMITH HUTCHISON M, ARCHITECTS 270 Nonh 27th St Bok, ID817021208)118-1212 Fk% 1208)"11N111 hsaaahilalzcom 13168 )RAWR TM )ATE MAY 23, 2014 FOUNDATION INSULATION SHEET 300 13168 REINFORCING 5TRUCTURAL CONCRETE SL PER STRUCTUI REINFORCING INTO GRADE E 5TRUCTURAL. GRADE BEAT' REINFORCING STRUCTURAL IDATION _ATION CONCRETE SLAB AT DOOR OPENING ASca�13: r _ �-O:l HUTCHISON REVISIONS 13168 SHEET DaTM TM SMITH 301 �) ARCHITECTS no uoneam.s�eo:n.m 83702aoamx-ixia rucanv3snnu n:aaRnaaa�m DATE MAY 23.2014 13168 znn_ �nS SHEATHING 1 NAILING PER STRUCTURAL EDGE NAILING PER STRUCTURAL CONCRETE SLAB PER STRUCTURAL REINFORCING PER STRUCTURAL CONCRETE "STEM WALL" I REINFORCING LAPPED INTO GRADE BEAM PER STRUCTURAL. _ COLD JOINT WITH ROUGH SURFACE GRADE BEAM SIZE AND REINFORCING PER STRUCTURAL STUD WALL PER PLAN. SEE STRUCTURAL. 2x P.T. SILL WITH ANCHOR BOLTS PER STRUCTURAL CONCRETE SLAB PER STRUCTURAL I Rm _ V� SMITH ISON ARCHITECTS 270 NoM 271M1 SL Boma ID. 33702 (208) 338 1212 M(209)338-0011 FunmM1imcb.mm 13168 )RAWhk TM )ATE MAY 23, 2014 - FOUNDATION INSULATION SHEET 302 13168 SHEATHING a 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 SURFACE — GRADE BEAM SIZE AND REINFORCING PER STRUCTURAL FIBER CEMENT SIDING, SEE EXTERIOR ELEVATIONS AND SECTIONS. STUD WALL PER PLAN. SEE STRUCTURAL EDGE NAILING PER STRUCTURAL CONCRETE SLAB PER STRUCTURAL n FOUNDATION AT WING WALL V_ REW10M I SMITHISON ARCHITECTS 270 NvM 27th S[ B02C ID. 83702 (208)338-1212 FdN(209)338-0011 hvuMilah.am 13168 DRAWN TM DATE MAY 23, 2014 SHEET 303 13168 SHEATHING d NAILING PER STUD WALL STRUCTURAL TYPICALER N 2x P.T. SILL WITH ANCHOR REINFORCING PER JAMB BEYOND BOLTS PER STRUCTURAL STRUCTURAL, TYPICAL TYPICAL GOLD JOINT WITH THRESHOLD EDGE NAILING ROUGH SUFU-AGE, PER STRUCTURAL, TYPICAL TYPICAL CONCRETE "STEM WALL", CONCRETE SLAB TYPICAL PER STRUCTURAL e X X X X X 0 < n _ I 6 REINFORCING LAPPED INTO GRADE BEAM PER STRUCTURAL, TYPICAL. 3 CLR GRADE BEAMS PER STRUCTURAL, POURED MONOLITHICALLY GRADE BEAMS AT STORAGE 1% 5Cdi,3: v" - P -O" REVISIONS 13168 SHEET VIHUTCHISON A SMITH oRTM 304 _ �) ARCHITECTS DATE 13168 270 North 27th St, ams, m. 81702¢oauaa-eiz FAX(208) zzx-oou n:a„�mi«,�.ro�� IAAY 23, 2014 illll—ills COLUMN WRAP, SEE A/644 COLUMN PER STRUCTURAL POST BASE WITH EPDXY EMBEDDED THREADED ROD PER STRUCTURAL J GRADE. SEE J CIVIL DRAWINGS. -------- I t REINFORCING LAPPED INTO GRADE BEAM PER STRUCTURAL. COLD JOINT WITH g�� ROUGH SURFACE CLR CONCRETE SLAB PER STRUCTURAL SLOPE 1.5% MAX. GRADE BEAM SIZE AND REINFORCING PER (n STRUCTURAL BALCONY COLUMN AT GRADE BEAM or -ale: I" = I' -0I RENSIONS: HUTCHISON SMITH ARCHITECTS 270 Nonh 27Ih SL Boisa l0. R3702 (208)338-1212 FAX(208)IM WII hwurchi.tt5 13168 )RAVM TM )ATE MAY 23, 2014 SHEET 305 13168 POST BASE WITH EPDXY COLUMN WRAP AT EMBEDDED THREADED -7--7 BALCONY COLUMN. SEE ROD PER STRUCTURAL DETAIL A/644. BUILT UP COLUMN 5A5E DRTM TM WHERE OCCURS ENTRY COLD JOINT OPTIONAL I I COLUMN. SEE DETAIL A/643. I I I EXTERIOR PAVING OR SLOPE 15% MAX. I CONCRETE PER PLAN AT • ° • ENTRY COLUMN OR GRADE o AT BALCONY COLUMN 184 CONCRETE PIER WITH — REINFORCING PER STRUCTURAL CLR ENTRY COLUMN AND BALCONY COLUMN PIER HUTCHISON REVISIONS 13168 SHEET SMITH _ �) ARCHITECTS 270 NoM 271h St Bo6S 1(1.8)]02 (203) pg.1212 FAC (20gUJg-0011 huv Lltau.cam DRTM TM 305 13168 "Sl1/1— x/15 DATE MAY 23, 2014 2x P.T. SILL WITH ANCHOR BOLTS PER STRUCTURAL jl n a SHEATHING d NAILING PER STRUCTURAL V RESILIENT CHANNELS AT I6" O.C. W FIRE RATED GYPSUM BOARD STUD WALL PER PLAN. SEE STRUCTURAL EDGE NAILING PER STRUCTURAL CONCRETE SLAB PER STRUCTURAL INTERIOR SHEAR WALL FOUNDATION Scale: I" = P -o" HUTCHISON Renswr 13168 �SHEET SMITH DRAVft AftTM 3®V &:To ARCHITECTS DATE, 270 New nm St Ba+u. ID. 83702 (2W) 333 ¢a Far (2N)3 11 13168 MAY 23, 2014 3na_-sna 2x P.T. SILL WITH ANCHOR BOLTS PER STRUCTURAL %" GYPSUM BOARD, SEE PLAN FOR FIRE RATING STUD WALL PER PLAN. SEE STRUCTURAL CONCRETE SLAB PER STRUCTURAL i PER PLAN FOOTING SIZE AND REINFORCING PER STRUCTURAL INTERIOR BEARING WvvALL FOUNDATION y/ Scale: r = i, - D" HUTCHIS ON REVISION& 13168 SHEET SMITH DRAN/`TM 3®6 lliff ARCHITECTS DATE 13168 270 Honk 27th ac soiu, ID. 837M (2W)338 -t 212 MXQNi 338-WII =,Rna«e..om MAY 23, 2014 3()6—:5()8 13 NOTE: DO NOT OVER CUT STRINGERS STAIR SKIRT BEYOND - FRAMING ANCHOR PER STRUCTURAL STAIR STRINGER WITH 2x4 REINFORCING PER STRUCTURAL STAGGERED NAILING PER STRUCTURAL P.T. 2x6 WITH ANCHOR BOLTS PER STRUCTURAL SLAB ON GRADE PER STRUCTURAL WOOD STRINGER & SLAB ON GRADEI Scale: 3/4" = 1'-0" REVISION& &To HUTCHISON SMITH 270 No,N 27IM1 SL Boise ID. 83702 „oe,,ARCHITECTS 13168 DRAWfk TM DATE MAY 23, 2014 SHEET 307 13168 SLOPE y" PER FOOT (TYP) I L X I -.. X m A PATIO EDGE 4" CONCRETE SLAB WITH REINFORCING PER STRUCTURAL OVER SUB BASE PER GEOTECHNICAL REPORT I" RADIUS EDGE GRADE. SEE CIVIL DRAWINGS. REVISIONS 13168 SHEET HUTCHISON / SMITH DRAB 308 �) ARCHITECTS DATE 13168 270 Noah 27111 St arose. IN 91702 2nNuix-¢c FIX (21091sH+xiu i�"ardiamsco." IAAY 23, 2014 Rnfi-A(1R 2x P.T. SILL WITH ANCHOR BOLTS PER STRUCTURAL Y," FIBER EXPANSION JOINT SLAB ON GRADE PER STRUCTURAL FIN. 10" CONC. WALL W/ 05 VERT a IS" O.C. l OF WALL) 15 HORIZ 9 12" O.C. OF WALL) CONTINUOUS WATERPROOFING MEMBRANE J U 0 G 108" 1�/j�/A ELEVATOR SHAFT � UL -DESIGN U359 - I I %` FIRE RATED GYPSUM BOARD 2x6 STUDS AT 16" O.C. (2x4 STUDS AT 16" O.C. 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 V'Ox6" HAS AT 24" O.C. 30' 05 30, AT 18" O.C. FIN. FLR I CONT. HORIZ. THRU SLAB (REINF. PER A/309) AT DOOR OF OF ELEVATOR BsCai�: r' = r-011 05 9 12" O.C. EA. WAY TOP 4 BOT. .."ION& X168 SHEET VHUTCHISON SMITH DRAM 309 �i ARCHITECTS TM DATE 270 None 27th SL 90ua M83702 (208)338-12¢ MN h^=mrypag.mm MAY 23, 2014 13168 309 CONCRETE ELEVATOR PIT WALL PER A/303 - I SUMP GRATE CONTINUOUS WATERPROOFING MEMBRANE - CONCRETE MAT SLAB WITH •4 AT 12" O.C. EACH DIRECTION L 3x3x3/I& W/ %4 EMBED EPDXY ANCHOR BOLT 3" FROM EACH END OF ANGLE 1MAT 5LOANB PER A/309 ELEVATOR SUMP V/ : C-als: III = P-01, POUR BREAK WITH WATER STOP AROUND PERIMETER. ET 04 x DOWELS AT IS" O.0 -[:UfWREVISIONS 13168 SHEET HUTCHISON SMITH oRAwrt 309 _ o> I ARCHITECTS DATE 270 NaM Vitt SL Boiu, ED. 83702 (2N) 339-1212 eae rzoauza.aou h,�<miQe..�m AIAY 23, 2014 13168 309 COLUMN PER STRUCTURAL POST BASE PER PLAN WITH EPDXY EMBEDDED THREADED ROD PER STRUCTURAL CONCRETE SLAB PER STRUCTURAL m FOOTING SIZE AND REINFORCING PER STRUCTURAL COLUMN AT CONCRETE SLAB 3�a le: P = 1'-0° REVISIONS: 068 SHEET �IHUTCHISON SMITH DFAN/k 310 �i ARCHITECTS DATE 13168 270No,N 2]tM1 St Boue, ID.8ll02 Izadl Da-ivz FAX (308)))8-0011 �mmrcar..m MAY 23, 2014 SQUARE OR ROUND FORM SI J CONCRETE SLAB ISOLATION JOINT AT COLUMN , scale: 111 = 11-oN DIAMOND ENCLOSURE PER 5/311 j CONCRETE SLAB S E STRUCTURAL / 1 11 1 II V / COLUMN PER STRUCTURAL WELD PER STRUCTURAL BASE PLATE WITH EMBED ANCHOR BOLTS ON I V OF NON -SHRINK GROUT PER STRUCTURAL PER PLAN X X X` u n PER PLAN ------------ n u FOOTING SIZE 4 REINFORCING PER STRUCTURAL REV1810NS 19168 SHEET VHUTCHISON I SMITH DRAM 311 i> ARCHITECTS DATE 13168 270 NOM 29M1 St Diis4ID. 83702 (208) 338-1212 FAX (2pe)338-o011 M1svrtM1ilau.com MAY 23, 2014 SEALED BUILDING WRAP. LAP OVER FLASHING AS SHOUN. n FIBER CEMENT SIDING PER EXTERIOR ELEVATION ✓ FIBER CEMENT STARTER STRIP ® FRE-FINISHED METAL FLASHING WITH DRIP EDGE SEALANT SIMULATED STONE CAP. INSTALL PER MANUFACTURERS RECOMMENDATIONS a w N Q J I U � f � I 111 u J tuK I a Q L U1 F lu SUPPORT BRACKET, AS REQUIRED BY STONE MANUFACTURER SCRATCH COAT ' METAL LATH = r L MORTAR SETTING BED w 't SEALED BUILDING WRAP OVER SHEATHING p MORTAR JOINT SIMULATED STONE VENEER w INSTALL PER MANUFACTURERS o i RECOMMENDATIONS N O SHEATHING PER PLAN a - 1 STONE WAINSCOT AND CAP AScale: (011= P-011 HUTCHISON �� 068 SHEET SMITH V' �^`"� TM 4.®® -i ARCHITECTS DAM 270 Nm 270 St, Mw, W. U70 (309)339.121? FA (208)33A 11 bs lut Lt MAY 23, 2014 13168 400 W A ELEVATOR PIT LADDER HUTCHISON SHEET SMITH DATM 500 -i ARCHITECTS DATE 2" Nmh 3IN 9t. Bauc, IO. 91103 (10A)13A-1313 rwc ON) a3Am1n n—m.— MAY 23, 2014 13168 500 NOTE: ALL WELDS TO BE GROUND SMOOTH. A 641 4T.0. LANDING rF II 11 o n n I - ii it I I ------------ 1-1/2"0 STD PIPE POWDER COATED METAL RAIL. ANCHOR TO WALL AT END WITH METAL BRACKET AT TOP WITH MIN. (2) %"0 LAG BOLTS INTO STRUCTURE. 1"0 STD PIPE POWDER COATED METAL RAIL VO STD PIPE POWDER COATED METAL BALUSTERS 1�"0 STD PIPE POWDER COATED METAL POST I"0 5TD PIPE POWDER COATED METAL RAIL GUARDRAIL AT BALCONY AScale: 1 1/211 = 1'-011 REVISION& 13168 SHEET HUTCHISON SMITH DRAWN TM 501 �B ARCHITECTS DATE 13168 170NaM 17th SL B06q ED. 83702 2081 33e-1111 FTX 208ll38-0"It hwarchilan.mm MAY 23, 2014 S/11— S/J7 DOUBLE JOIST AT VERTICAL POST WHEN FRAMING IS PERPENDICULAR TO BEAM. PROVIDE (2) 2x10 BLOCKING AT STRAP LOCATIONS - MSTC4853' TOP ! BOTTOM OF DOUBLE JOIST --------- + -I- -1- -- T . � } VERTICAL POST AT 4'-0" O.C. MAX. POWDER COATED %" PLATE (MIN). (8) VO x 8" LONG LAG SCREWS - BEAM PER PLAN. STAIN ALL SIDES. GRIND ALL WELDS MATCH BI WIDTH I" SMOOTH, DECKING NOT SHOWN FOR CLARITY n GUARDRAIL CONN/PLAN VIEW `MMFJ Scale: 3" = 1'-0" REVISIONS:13168 SHEET HUTCHISON SMITH °AAM TM 501 -i ARCHITECTS B 200 NoM 27th Bt Boms IB. 83702 (208)319 1213 MX(208)338-0011 Iw it ,.. DATE MAY 23. 2014 ant_ano DECK ELEVATION. SEE EXTERIOR ELEVATIONS AND SPECIFICATIONS END POST PLATE. SEE 5/501 FOR NOTES. TOP RAIL ABOVE. PROVIDE %"x I x IY TAB (TAB TO IN51DE) WITH Y4" x 2Yy" TEC SCREW INTO CORNER POST TNRU TRIM. - RAILING END POST TOP RAIL TAB AND SCREW. X I SEE PLAN BELOW. FIBER GEMENT WRAPPED POST. SEE A/644. ELEVATION - I C CIO I 10 -mL 6x6 DECK CORNER POST. END POST PLATE. SEE 5/501 I / yy° (1%1' PLAN FOR NOTES. GUARDRAIL CORNER POST Scale: 1 1/2° = P -O'' _ RevlsloNs - 13168 SHEET HUTCHISON SMITH D�TM 501 �Z ARCHITECTS DATE 13168 norvonn nm St 6oua io.anOz aoe»rz as-�ziz FAr 09)338-0011 n,,,rcnnae.,om MAY 23, 2014 snl-sn� NOTE: ALL WELDS TO BE GROUND SMOOTH. 1-IR"0 5TD PIPE POWDER COATED METAL RAIL. ANCHOR TO WALL AT END WITH METAL BRACKET AT TOP WITH MIN. (2) %"0 LAG BOLTS INTO STRUCTURE. 1`0 STD PIPE POWDER COATED METAL RAIL i 0 5TD PIPE POWDER COATED METAL BALUSTERS I.Y0 STD PIPE POWDER COATED METAL POST - "0 STD PIPE POWDER COATED METAL RAIL WELD POST TO COLUMN CAP PER STRUCTURAL T.O. LANDING If I I ® I I I f I I I I `-------------- GUARDRAIL AT BALCONY 1'-0 RMASIONS -F:UW SMITH ISON i) ARCHITECTS 270 NcM 27th 8t 00im ID. 83702 (208)338-1212 FAX (208) 338-0011 huarcM1itms.wm 13168 DRANTY TM DATE MAY 23, 2014 SHEET 502 13168 ROOFING OVER UNDERLAYMENT, SEE SPECIFICATIONS *INSULATION BAFFLE: 2x LAID FLAT, FASTENED TO TOP CHORD OF EACH TRUSS WITH CONTINUOUS ROOF SHEATHING, PLYWOOD EXTENDING Y -O" MINIMUM. (NOTCH PER STRUCTURAL 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 g \ 2x6 SUB FASCIA WITH NAILING PER STRUCTURAL PRE -FINISHED METAL SOFFIT WITH VENTED SECTIONS, SEE ROOF PLAN FOR ATTIC VENTING SCHEDULE. FIBER CEMENT FRIEZE BOARD EDGE NAILING EDGE NAILING DOUBLEI TOP PLATE / FIBER CEMENT R-5 CONTINUOUS RIGID INSULATION —J SHEATHING 4 NAILING PER STRUCTURAL — PRE -MANUFACTURED WOOD TRUSS R-60 BLOWN -IN INSULATION, WITH MINIMUM R-21 AT EAVE. SEE SPECIFICATIONS 12 \ 5 ROOF PITCH TRUSS AT STUD WALL Scale: 1" = 1'-C' REVISIONS VISMITH ISON 170 Nonhi]th St Boiu, ID. 83702 (208)338-1212 Ya" RESILIENT CHANNELS AT 16" O.C. %" FIRE RATED GYPSUM BOARD FRAMING ANCHOR PER STRUCTURAL INSULATION, SEE SPECIFICATIONS CRIPPLE STUDS REQUIRED V GYPSUM BOARD HEADER OR STUD WALL PER STRUCTURAL 13168 )RAWN: TM )ATE MAY 23, 2014 SHEET *INSULATION BAFFLE: 2x LAID FLAT, FASTENED TO TOP CHORD OF EACH TRUSS WITH CONTINUOUS PLYWOOD EXTENDING 5'-311 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 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 J FIBER CEMENT SIDING SHEATHING 4 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 5ROOF PIT 5 Y2" RESILIENT CHANNELS AT I6" O.C. %` FIRE RATED GYPSUM BOARD FRAMING ANCHOR PER STRUCTURAL INSULATION, SEE SPECIFICATIONS %" GYPSUM BOARD STUD WALL PER PLAN. SEE STRUCTURAL SCISSOR TRUSS AT STUD WALL scale: P = 1'-0" REVISION& HUTCHISON SMITH �> ARCHITECTS 270 Not 2IW BL Daisy ID. 83702 (208)358.1212 FA (209)8384011 IwarcNtxss.mm 13168 TM DATE MAY 23, 2014 SHEET 13168 BLOCKING PER TRU55 MANUFACTURER AT EACH BAY. SEE STRUCTURAL SELF -ADHERING UNDERLAYMENT, SEE SPECIFICATIONS - 2xh SUB FASCIA WITH NAILING PER STRUCTURAL PRE -FINISHED METAL SOFFIT WITH VENTED SECTIONS, SEE ROOF PLAN FOR ATTIC VENTING SCHEDULE. ®TRUSS AT SEAM 5Gale: 111 = I'-oi' REVISIM& VISMITHISON ARCHITECTS 270 NOM 27th St Oaiu, ID. 83702 (208)339-1212 FA (208)338-0011 hmmhil .w ROOFING OVER UNDERLAYMENT, SEE SPECIFICATIONS ROOF SHEATHING, PER STRUCTURAL PRE -MANUFACTURED WOOD TRUSS 12 5 ROOF PITCH /. ,Y' RESILIENT CHANNELS AT I6" O.G. V FIRE RATED GYPSUM SHEATHING FIBER GEMENT 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 13168 )RAWN TM )ATE MAY 23, 2014 SHEET 602 13168 BLOCKING PER TRU55 MANUFACTURER AT EACH BAY. SEE STRUCTURAL SELF -ADHERING UNDERLAYMENT, SEE SPECIFICATIONS - I 2x6 SUB FASCIA WITH NAILING PER STRUCTURAL PRE -FINISHED METAL SOFFIT WITH VENTED SECTIONS, SEE ROOF PLAN FOR ATTIC VENTING SCHEDULE. WALL LINE BEYOND TRUSS AT BEAM AScale: I" = r -o11 HUTCH .SMTH ISON JITE ARCHITECTS 210 NoM 210 St Baia, ID. 83702 (208)338-1212 FA (209) 338-001 1 Fsa it¢ mm ROOFING: OVER UNDERLAYMENT, SEE SPECIFICATIONS ROOF SHEATHING, PER STRUCTURAL PRE -MANUFACTURED WOOD TRUSS 12 S ROOF PITCH V" RESILIENT CHANNELS AT 16" O.C. V 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 13168 )RAWR TM )ATE MAY 23, 2014 SHEET ow 13168 ROOFING OVER UNDERLAYMENT, SEE SPECIFICATIONS ROOF SHEATHING, PER STRUCTURAL OVERBUILD PER STRUC' ROOF SHEATHING, PER STRUCTURAL EXTEND PLYWOOD SHEATHING MINIMUM 24" ABOVE TOP PLATE. — �" RESILIENT \ CHANNELS AT 1(o" O.C. %" FIRE RATED GYPSUM BOARD — FRAMING ANCHOR PER STRUCTURAL INSULATION, SEE SPECIFICATIONS — CRIPPLE STUDS REQUIRED %" GYPSUM BOARD - EDGE NAILING PER STRUCTURAL FRAMING ANCHOR PER STRUCTURAL OUTLOOKER PER STRUCTURAL - PER DROP TRUSS PER STRUCTURAL - II FRAMING ANCHOR AT EACH OVERBUILD TRUSS PER STRUCTURAL BLOCKING PER TRUSS MANUFACTURER AT EACH BAY. SEE STRUCTURAL - R-60 BLOWN -IN INSULATION, WITH MINIMUM R-21 AT EAVE.SEE SPECIFICATIONS EDGE NAILING FIBER CEMENT FRIEZE BOARD DOUBLE TOP PLATE R-5 CONTINUOUS RIGID INSULATION FIBER CEMENT SIDING SHEATHING 4 NAIL PER STRUCTURAL HEADER OR STUD WALL PER STRUCTURAL TRUSS AT BEAM AScale: 3/411 = 1'-01i HUTCHISON SMITH �> ARCHITECTS 270 NOM 201h St Bois4 ID. 8])02 (208)338-1212 FA OW)338-0 11 hsawhim>z.com 26 ga 'D' STYLE PRE -FINISHED METAL DRIP EDGE CONTINUOUS (TYP) — PER STRUCTURAL PRE -FINISHED METAL SOFFIT 2x6 DF (PRIMED) WITH PRE -FINISHED METAL WRAP CONTINUOUS — SHEATHING 4 NAILING PER STRUCTURAL FIBER CEMENT SIDING R-5 CONTINUOUS RIGID INSULATION A N YI' RESILIENT CHANNELS AT 16" O.C. 5/a" 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 WALL LINE BEYOND BEAM PER STRUCTURAI 13168 1 SHEET TM MAY 23, 2014 LOTOVA SELF -ADHERING UNDERLAYMENT, SEE SPECIFICATIONS — 26 ga 'D' STYLE PRE -FINISHED METAL DRIP EDGE CONTINUOUS (TYP) NAILING PER STRUCTURAL 41 PRE -FINISHED METAL SOFFIT 2x6 DF (PRIMED) WITH PRE -FINISHED METAL WRAP CONTINUOUS FIBER CEMENT SIDING OVER BUILDING WRAP, SEE ELEVATIONS R-5 CONTINUOUS RIGID INSULATION SHEATHING a 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 WITH NAILING STRUCTURAL I I PER STRUGTUR DROP TRUSS PER STRUCTURAL AT SIM: DROP CHORD SCISSOR TRUSS WITH STUD WALL FRAMED UP TO SLOPING BOTTOM CHORD. NAILING PER STRUCTUrA,L 2x4 KICKER AT 4,-0" O.C. IF BRACE IS LONGER THAN S'-0" USE 2x6 KICKER, WOOD TRUSSES PER %8' FIRE RATED GYPSUM BOARD V' 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 %s" GYPSUM BOARD DOUBLE TOP PLATE x STUD WALL PER PLAN. SEE STRUCTURAL FRAMING DETAIL AT GABLE END Scale: 111 = 1'-0" &ToSHUTCH MTH ISON ARCHITECTS 2701,10n 27"L 130!x. ID. 83702 (208)3381212 FA (209)338-M 11 Ia .htc.... 13168 ujy MAY 23, 2014 SHEET 605 13168 t<VCA INU VVCK UNLJtKLAT I-ItN i, Ott Ot-tLANUA uvNO 26 ga 'D' 5TTLE PRE-FINI5HED EDGE NAILING PER STRUCTURAL METAL DRIP EDGE CONTINUOUS (TYP) FRAMING ANCHOR PER STRUCTURAL \� NAILING PER STRUCTURAL ROOF SHEATHING PER STRUCTURAL I I OUTLOOKER PER NAILING PER STRUCTURAL —� STRUCTURAL 2x4 BLOCKING NAILING PER WITH NAILING STRUCTURAL PER STRUCTURAL DROP TRUSS PER STRUCTURAL — R-5 CONTINUOUS 2x4 KICKER AT 4'-0" O.C. RIGID INSULATION IF BRACE IS LONGER THAN SHEATHING d NAILING 8'-0 USE 2x6 KICKER PER STRUCTURAL — R-60 BLOWN -IN INSULATION, STEP FLASHING. SEE WITH R-21 AT EAVE. SEE DETAIL A/101. — SPEGIFICATION$ WOOD TRUSSES PER STRUCTURAL FIRE RATED GYPSUM BOARD Yz" RESILIENT CHANNELS AT 16" O.C. 2x6 CONTINUOUS NAILER WITH Ibd AT S" O.C. TO TOP OF WALL FRAMING ANCHOR PER STRUCTURAL AT EACH KICKER DOUBLE TOP PLATE 1x4 STUD WALL ABOVE 2x6 STUD WALL TO ACCOMMODATE VAULTED CEILING DOUBLE TOP PLATE No" GYPSUM BOARD CRIPPLE STUDS REQUIRED HEADER OR STUD WALL PER STRUCTURAL FRAMING DETAIL Seale: 1'' = I'-0" REVH310NS I SMTHHUTCHISON !T,gd ARCHITECTS 270 Noa 27th SL Bo=. 10.83702 (208)338-1212 FAr(208)338-0 11 by hite .wm PRE -FINISHED J METAL SOFFIT 2x6 OF (PRIMED) WITH PRE -FINISHED METAL WRAP CONTINUOUS FIBER CEMENT 51DING OVER BUILDING WRAP. SEE EXTERIOR ELEVATIONS. ROOFING OVER UNDERLAYMENT, SEE SPECIFICATIONS ROOF PER! Y" RESILIENT CHANNELS AT 1(o" O.C. V FIRE RATED GYPSUM BOARD %" GYPSUM BOARD AT ROOF STEP 13168 DRAY t TM DATE MAY 23, 2014 SHEET 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. — Ya" RESILIENT CHANNELS AT 16" O.G. V 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 4 NAILING PER STRUCTURAL 12 5 ROOF PITCH IiYP) Y? RESILIENT CHANNELS AT 16" O.C. Na" FIRE RATED GYPSUM BOARD FRAMING ANCHOR PER STRUCTURAL DOUBLE TOP PLATE e" GYPSUM BOARD INSULATION, SEE SPECIFICATIONS STUD WALL PER PLAN. SEE STRUCTURAL TRUSS AT STUD WALL REVISION& 13168 SHEET V HUTCHISON pp°°�� SMITH DRTM 607 �i ARCHITECTS DATE 13168 270 NOM 27th Bt BOuq ID. 81702 (208)338-1212F4.X(208)3i8-0011 hsaa,chii¢6.com MAY 23, 2014 GFJS_i.'t i ROOFING OVER UNDERLAYMENT, SEE SPECIFICATIONS ROOF SHEATHING PER STRUCTURAL OVERBUILD TRUSSES PER STRUCTURAL — ROOF SHEATHING, PER STRUCTURAL y„ RESILIENT CHANNELS AT 16" O.G. FIRE RATED GYPSUM BOARD R-60 BLOWN -IN INSULATION, WITH MINIMUM R-21 AT EAVE. SEE SPECIFICATIONS FRAMING ANCHOR PER STRUCTURAL %" GYPSUM BOARD STUD WALL PER PLAN. SEE STRUCTURAL FRAMING DETAIL Ascale: 111 11 -F:UW HUTCHISON SMITH �i ARCHITECTS 270 NOM 27th 8[ Boi ID. 8370 (208)338-1212 FA (208)338-0011 h.hi�wo.wm SHEATHING 4 NAILING PER STRUCTURAL I I �— FRAMING ANCHOR AT EACH OVERBUILD TRUSS PER STRUCTURAL I I — PRE -MANUFACTURED WOOD TRUSS *INSULATION BAFFLE: 2x LAID FLAT, FASTENED TO TOP CHORD OF EACH TRUSS WITH CONTINUOUS PLYWOOD EXTENDING I' -l" MINIMUM, (NOTCH AROUND TRUSS WEBBING AS REQUIRE Ya" RESILIENT CHANNELS AT 16" O.C. V FIRE RATED Lu GYPSUM SHEATHING Lwu FIBER CEMENT SOFFIT 8 N�WITH Ix2 BATTENS. FIBER CEMENT FRIEZE BOARD FIBER CEMENT 511I1 OVER BUILDING WRAP, SEE ELEVATIONS TRUSS BLOCKING PER TRUSS MANUFACTURER BETWEEN EACH TRUSS. SEE STRUCTURAL FOR ADDITIONAL INFORMATI( R-5 CONTINUOUS RIGID INSULATION EDGE NAILING DOUBLE TOP PLATE INSULATION, SEE SPECIFICATIONS SHEATHING d NAILING PER STRUCTURAL AT OVERBUILD 13168 TM DATE MAY 23, 2014 SHEET Le$.. 13168 2x4 BLOCKING WITH NAILING PER STRUCTURAL NAILING PER I x STRUCTURAL —� 2x4 KICKER AT 4'-0" O.G. IF BRACE IS LONGER THAN 8'-011 USE 2x6 KICKER PRE -MANUFACTURED WOOD TRUSSES PER STRUCTURAL 0 ROOFING OVER UNDERLAYMENT, SEE SPECIFICATIONS EDGE NAILING PER STRUCTURAL FRAMING ANCHOR PER STRUCTURAL —� ROOF SHEATHING PER STRUCTURAL OUTLOOKER PER STRUCTURAL — DROP TRUSS PER STRUCTURAL Y" RESILIENT CHANNELS AT Ib" O.C. %s" FIRE RATED GYPSUM SHEATHING FIBER CEMENT SOFFIT WITH Ix2 BATTENS. 2x6 CONTINUOUS NAILER WITH 16d's AT 8" O.G. TO TOP OF WALL. FRAMING ANCHOR PER STRUCTURAL 26 ea '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 CEMENT SIDING OVER BUILDING WRAP, SEE ELEVATIONS SHEATHING t 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 scdis: I" = r_0 W#r' SMITH ISON �i ARCHITECTS 210 NoM 20th 8[ Poi.. I0.83]02 (208)338-1212 FA%QW) 338-0011 Iwartlmab.mm REVISION& 13168 1 SHEET DRAWhk 1M DATE MAY 23, 2014 ZO I' 13168 ROOFING OVER UNDERLAYMENT, ROOFING OVER UNDERLAYMENT, SEE SPECIFICATIONS SEE SPECIFICATIONS ROOF SHEATHING ROOF 5HEATHING PER STRUCTURAL �, PER STRUCTURAL PRE -MANUFACTURED WOOD TRU55E5 PER STRUCTURAL " RESILIENT RESILIENT CHANNELSAT 16" All CHANNELS AT 16" O.G. a/" FIRE RACED GYPSUM SHEATHING V FIRE RATED GYPSUM SHEATHING FIBER CEMENT SOFFIBER CEMENT SOFFIT WITH Ix2 BATTENS. WITH Ix2 BATTENS. FRAMING ANCHORS;t EDGE NAILING PER STRUCTURAL\ DOUBLE TOP PLATE FIBER CEMENT FRIEZE BOARD —j � FIBER GEMENT FIBER CEMENT SIDING OVER FRIEZE BOARD BUILDING WRAP, SEE FIBER CEMENT SIDING ELEVATIONS OVER BUILDING WRAP, %' GYPSUM SHEATHING SEE ELEVATIONS SHEATHING a NAILING %a" GYPSUM SHEATHING PER STRUCTURAL STUD WALL PER PLAN. SHEATHING : NAILING SEE STRUCTURAL PER STRUCTURAL TRUSS AT BALCONY WING WALL A REVI8WN� 13168 SHEEP HUTCHISONSMITH oRTM &!To ARCHITECTS DATT E 13168 270NOM titM1 SG BouF IN.8l10i (]08)838411E FAX (2U8)188 0011 M1ssmcM1itwtt.wm MAY 23, 214 ChS--Ct Z ROOFING OVER UNDERLAYMENT, SEE SPECIFICATIONS ROOF SHEATHING, PER STRUCTURAL BLOCKING PER TRUSS MANUFACTURER AT EACH BAY. SEE STRUCTURAL PRE -MANUFACTURED WOOD TRUSS PER STRUCTURAL BLOCKING PER TRUSS N W MANUFACTURER AT EACH = BAY. SEE STRUCTURAL Xe" RESILIENT ti CHANNELS A7 16" O.C. FRAMING ANCHORS _ J FIRE RATED PER STRUCTURAL 0 GYPSUM BOARD _ FIBER GEMENT SOFFIT WITH Ix2 BATTENS. EDGE NAILING PER I r STRUCTURAL DOUBLE TOP PLATE PER 5TRJCTURALRESILIENT ' NA SHEATHING : AILING CHANNELS AT 16" O.G. 2x6 SUB FASCIA PER STRUCTURAL FIRE RATED WITH NAILING PER GYPSUM BOARD STRUCTURAL FIBER GEMENT SIDING %a' 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 DOUBLE TOP PLATE BALCONY PER STRUCTURAL STORAGE SHEATHING 4 NAILING PER STRUCTURAL FIBER CEMENT SIDING OVER BUILDING WRAP, SEE ELEVATIONS TRUSS AT EXTERIOR STORAGE ASca'e: 3/4" = 1'-0N HUTCHISONSMITH REVISIONS: 13168 SHEET °�M l!To 611 ARCHITECTS 210 NOM 27th SL Bom, ID, 0702 QW)318-1212 FAX (208)339-W II DATE MAY 23, 2014 13168 F 11S—g1 i PRE -MANUFACTURED WOOD TRUSS *INSULATION BAFFLE: 2x LAID FLAT, FASTENED TO TOP CHORD OF EACH TRUSS WITH CONTINUOUS PLYWOOD EXTENDING I' -T" MINIMUM. (NOTCH AROUND TRUSS WEBBING AS REQUIRED) TRUSS BLOCKING PERT 155 MANUFACTURER BETWEEN EACH TRUSS. SEE STRUCTURAL FOR Cl ADDITIONAL INFORMATION. _ Y" RESILIENT CHANNELS AT 16" O.C. Yb" FIRE RATED GYPSUM BOARD EDGE NAILING DOUBLE TOP PLATE EXTERIOR STORAGE %a" GYPSUM BOARD — INSULATION, SEE SPECIFICATIONS SHEATHING 6 NAILING PER STRUCTURAL — FRAMING Scale: 1" = 1'-0" OVERBUILD TRUSSES PER STRUCTURAL ROOFING OVER UNDERLAYMENT, SEE SPECIFICATIONS ROOF SHEATHING, PER STRUCTURAL PRE -MANUFACTURED WOOD TRU55 Y" RESILIENT \ CHANNELS AT 16" O.G. %" FIRE RATED GYPSUM BOARD R-60 BLOWN -IN INSULATION, WITH MINIMUM R-21 AT EAVE. SEE SPECIFICATIONS FRAMING ANCHORS PER STRUCTURAL Y GYPSUM BOARD STUD WALL PER PLAN. SEE STRUCTURAL DETAIL AT OVERBUILD THUTCHISON �SMITH REM10M 13168 SHEET M of M612 ) ARCHITECTS 270 NOM 27IM1 SL Boisc.ID.BAW 12081!!81212 FAX (208) 339-N II M1samchilw¢.wm MAY 23, 2014 13168 F 11S_Fi 2 2x BLOCKING PER STRUCTURAL — %" 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 3�" SOUND BATTS %" FIRE RATED GYPSUM BOARD FIBER GEMENT SIDING OVER BUILDING WRAP, SEE ELEVATIONS SHEATHING a NAILING PER STRUCTURAL R-5 CONTINUOUS RIGID INSULATION ROOFING OVER STEP FLASHING. UNDERLAYMENT, SEE SEE DETAIL A1101. SPECIFICATIONS EDGE NAILING PER ROOF SHEATHING, PER STRUCTURAL STRUCTURAL NAILING PER STRUCTURAL SHEATHING d NAILING PER STRUCTURAL PRE -MANUFACTURED WOOD 6GI66OR TRUSSES AT VAULTED CEILING PER STRUCTURALImoI R-60 BLOWN -IN INSULATION, WITH MINIMUM R-21 AT EAVE. SEE SPECIFICATIONS I ii Y" RESILIENT CHANNELS AT 16" O.C. %" FIRE RATED GYPSUM BOARD EDGE NAILING PER STRUCTURAL V FIRE RATED GYPSUM BOARD BEAM OR STUD WALL PER STRUCTURAL Ya" RESILIENT CHANNELS AT 16" O.G. LOW ROOF AT WALL LINE �GC.I �i: III = II—�❑ V� SMITH ISON �i ARCHITECTS DO NOM 27th St Boiu ID 83702 (208)338-1212 FA (2081338-00)1 haarchita com 13168 DRAWR TM DATE MAY 23, 2014 SHEET 3 61 13168 FIBER CEMENT SIDING OVER BUILDING WRAP, SEE ELEVATIONS SHEATHING d NAILING PER STRUCTURAL R-5 CONTINUOUS RIGID INSULATION — STEP FLASHING. SEE DETAIL A/101. — EDGE NAILING PER STRUCTURAL ROOFING OVER UNDERLAYMENT, SEE SPECIFICATIONS — ROOF SHEATHING, PER STRUCTURAL NAILING PER STRUCTURAL PRE -MANUFACTURED WOOD TRUSSES PER STRUCTURAL %" GYPSUM BOARD EDGE NAILING PER STRUCTURAL FRAMING ANCHOR PER STRUCTURAL — DOUBLE TOP PLATE PER STRUCTURAL — %" GYPSUM BOARD SHEATHING t NAILING PER STRUCTURAL — %" GYPSUM BOARD STUD WALL PER PLAN. SEE STRUCTURAL. INSULATION, SEE SPECIFICATIONS 2x BLOCKING PER STRUCTURAL SILL NAILING PER STRUCTURAL 2x SILL PLATE PER STRUCTURAL GYP -CRETE TOPPING SLAB OVER FLOOR SHEATHING PER STRUCTURAL FLOOR TRUSSES PER STRUCTURAL 3) " SOUND BATTS V RESILIENT CHANNELS AT 16" O.G. %" FIRE RATED GYPSUM BOARD RIM JOIST WITH FRAMING ANCHORS PER STRUCTURAL STUD WALL PER PLAN. SEE STRUCTURAL. %" GYPSUM BOARD INSULATION, SEE SPECIFICATIONS LOW ROOF AT WALL LINE - scale: I" = I'-01' VHUTCHISON SMITH �i ARCHITECTS 270NOM27tFS1. Boiu.ID.83ID2 (208)3.181212 FAX(208)338-0011 hse it .mm 13168 DRAWFk 1M DATE MAY 23, 2014 SHEET 613 13168 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 V RESILIENT CHANNELS AT 16" O.G. 5/aB FIRE RATED GYPSUM BOARD FRAMING ANCHOR PER STRUCTURAL — 2x BLOCKING AT RIDGE, WITH EDGE NAILING PER STRUCTURAL 12 5 ROOF PITCH CONTINUOUS 2x AT RIDGE PER STRUCTURAL R-60 BLOWN -IN INSULATION, WITH MINIMUM R-21 AT EAVE. SEE SPECIFICATIONS Y" GYPSUM BOARD DRAFTSTOP WHERE OCCURS, SEE ATTIC PLAN. 2x6 LEDGER, PER / STRUCTURAL 2x6 CEILING JOIST AT EACH TRUSS. PER STRUCTURAL (2) LAYER�S/a" FIRE RATED G SUM BOARD JOIST HAN ER PER STRUCTURAL SUSPENDED ACOUSTICAL PANEL CEILING SYSTEM CENTERED IN CORRIDOR AT V-0" AFF. SEE REFLECTED CEILING PLAN, EDGE NAILING, PER STRUCTURAL DOUBLE TOP PLATE 5/a" FIRE RATED GYPSUM BOARD 5/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 16" O.C. A TRUSS AT CORRIDOR WALL scale: i° = _o &!THUTCHISON SMITH ANd ARCHITECTS 270 North 20th St Bois41D. 83702 (208)338-1212 FA(298)338-0011 hssuti .wm 13168 DRAWR TM DATE MAY 23, 2014 SHEET l� ' 'l'ti 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 ROOF PITCH WOOD TRUSS, WITH TOP S CHORD EXTENDING TO RIDGE. SEE STRUCTURAL BLOCKING PER TRUSS MANUFACTURER AT EACH BAY. SEE STRUCTURAL CONTINUOUS 2x AT RIDGE, FASTEN PER STRUCTURAL TRUSS VERTICAL LEG TO BEAR ON TOP OF R-60 BLOWN -IN INSULATION, WITH MINIMUM R-21 AT EAVE. SEE SPECIFICATION�— W GYPSUM BOARD DRAFTSTOP WHERE OCCURS, SEE ATTIC PLAN. 2x6 LEDGER, PER STRUCTURAL 2x6 CEILING JOIS� AT EACH TRUSS, PER STRUCTURAL l2J LAYERS/a" FIRE RATED G SUM BOARD JOIST PAN ER PER STRUCTURAL TRUSS MANUFACTURER SUSPENDED ACOUSTICAL PANEL CEILING TO PROVIDE POCKET SYSTEM CENTERED IN CORRIDOR AT FOR BEAM 6'-0" AFP. SEE REFLECTED CEILING PLAN. I 0 FRAMING ANCHOR AT EACH TRUSS FRAMING ANCHOR AT PER STRUCTURAL. EACH TRUSS PER BEAM PER STRUCTURAL STRUCTURAL. HANGER PER TRUSS MANUFACTURER SEE STRUCTURAL WALL LINE BEYOND TRUSS POCKET FOR BEAM REVISION& 13166 SHEET HUTCHISON DRAM TM SMITH 615 X-BW,M ARCHITECTS 2)"NOM 27th St Ba6c, ID. 93702 (208)338-1212 PA%(30B) 338ml1 hm¢M1ilaO.wm DATE MAY 23, 2(]14 13168 F1d_AtA ROOFING OVER UNDERLAYMENT, SEE SPECIFICATIONS EDGE NAILING, PER STRUCTURAL ROOF SHEATHING, PER STRUCTURAL ROOF JOIST PER STRUCTURAL / I JOIST HANGER PER STRUCTURAL GIRDER TRU55 EACH 51DE OF CORRIDOR PER STRUCTURAL 111 GYPSUM BOARD DRAFTSTOP WHERE OCCURS, SEE ATTIC PLAN. R-60 BLOWN -IN INSULATION, WITH MINIMUM R-21 AT EAVE. SEE SPECIFICATIONS 2x6 LEDGER PER STRUCTURAL 2x6 CEILING JOIST PER STRUCTURAL FATTIC WALKWAY. SEE DETAIL A/618. (2) LAYE5/e" FIRE RATED G! BOARD JOIST HAN ER PER 5TRl Y" RESILIENT CHANNELS AT 16" O.G. Va" FIRE RATED GYPSUM BOARD TRUSS FRAMING AT CORRIDOR Scale: 3/4" = P-0" ) SM THISON M!T,gd ARCHITECTS 270NoM 27th S[ Bo[ ID. 83102 (288)338-1212 FA (208)338-0011 h e hi.,. 13168 DRAM TM DATE MAY 23, 2014 SHEET �— SUSPENDED ACOUSTICAL PANEL CEILING RESILIENT SYSTEM CENTERED IN CORRIDOR AT CHANNELS V-011 AFF. SEE REFLECTED CEILING PLAN. AT 16 O.G. EDGE NAILING, PER STRUCTURAL V, FIRE DOUBLE TOP PLATE RATED GYPSUM V FIRE RATED GYPSUM BOARD STUD WALL PER STRUCTURAL WITH BOARD 51/2" SOUND ATTENUATION BATTS SHEATHING 4 NAILING PER STRUCTURAL — X` RESILIENT CHANNELS AT 16" O.G. Y" RESILIENT CHANNELS AT 16" O.G. Va" FIRE RATED GYPSUM BOARD TRUSS FRAMING AT CORRIDOR Scale: 3/4" = P-0" ) SM THISON M!T,gd ARCHITECTS 270NoM 27th S[ Bo[ ID. 83102 (288)338-1212 FA (208)338-0011 h e hi.,. 13168 DRAM TM DATE MAY 23, 2014 SHEET PRE -MANUFACTURED WOOD TRUSS PER STRUCTURAL GIRDER TRU56 EACH SIDE OF CORRIDOR PER STRUCTURAL BLOCKING PER TRUSS MANUFACTURER AT EACH BAY. SEE STRUCTURAL R-60 BLOUN-IN INSULATION, WITH MINIMUM R-21 AT EAVE. SEE SPECIFICATIONS — 2x6 CEILI JOIST PER STRUCI 2x6 LEP ER PER STRUCTURAL SUSPENDED ACOUSTICAL PANEL CEILING Y" RESILIENT SYSTEM CENTERED IN CORRIDOR AT CHANNELS 5'-0" AFF. SEE REFLECTED CEILING PLAN. AT 16 O.C. EDGE NAILING, PER STRUCTURAL V FIRE DOUBLE TOP PLATE RATED s/8" FIRE RATED GYPSUM BOARD GYPSUM STUD WALL PER STRUCTURAL WITH BOARD 5 I/2 SOUND ATTENUATION BATTS SHEATHING d NAILING PER STRUCTURAL — Y" RESILIENT CHANNELS AT 16" O.G. JOIST HANGER PER STRUCTURAL Y" GYPSUM BOARD DRAFTSTOP WHERE OCCURS, SEI ATTIC PLAN. Y" RESILIENT CHANNELS AT I6" O.C. V FIRE RATED GYPSUM BOARD TRUSS FRAMING AT CORRIDOR Scall: 3/4'' = 1'-0" "IONs 13168 SHEET VHUTCHISON SMITH DRAW 617 -i ARCHITECTS DATE 210 NOM 27fM1 S1. Boiu. Io.8A02 (208)338-1212 F.IX (208)338-WII M1uazcM1iimb.mm 13168 A1AY 23, 2014 0.1 A-0.1 0. EDGE NAILING, PER STRUCTURAL — ROOF SHEATHING, PER STRUCTURAL ROOF JOIST PER STRUCTURAL J015T ROOFING OVER UNDERLAYMENT, HANGER PER SEE SPECIFICATIONS STRUCTURAL 12 \ROOF PITCH 5 GIRDER TRU56 EACH SIDE OF CORRIDOR PER STRUCTURAL BLOCKING PER TRUSS MANUFACTURER AT EACH BAY. SEE STRUCTURAL R-60 BLOUN-IN INSULATION, WITH MINIMUM R-21 AT EAVE. SEE SPECIFICATIONS — 2x6 CEILI JOIST PER STRUCI 2x6 LEP ER PER STRUCTURAL SUSPENDED ACOUSTICAL PANEL CEILING Y" RESILIENT SYSTEM CENTERED IN CORRIDOR AT CHANNELS 5'-0" AFF. SEE REFLECTED CEILING PLAN. AT 16 O.C. EDGE NAILING, PER STRUCTURAL V FIRE DOUBLE TOP PLATE RATED s/8" FIRE RATED GYPSUM BOARD GYPSUM STUD WALL PER STRUCTURAL WITH BOARD 5 I/2 SOUND ATTENUATION BATTS SHEATHING d NAILING PER STRUCTURAL — Y" RESILIENT CHANNELS AT 16" O.G. JOIST HANGER PER STRUCTURAL Y" GYPSUM BOARD DRAFTSTOP WHERE OCCURS, SEI ATTIC PLAN. Y" RESILIENT CHANNELS AT I6" O.C. V FIRE RATED GYPSUM BOARD TRUSS FRAMING AT CORRIDOR Scall: 3/4'' = 1'-0" "IONs 13168 SHEET VHUTCHISON SMITH DRAW 617 -i ARCHITECTS DATE 210 NOM 27fM1 S1. Boiu. Io.8A02 (208)338-1212 F.IX (208)338-WII M1uazcM1iimb.mm 13168 A1AY 23, 2014 0.1 A-0.1 0. 12 S ROOF PITGH BLOCKING PER TRUSS MANUFACTURER AT EACH BAY, EACH SIDE OF CORRIDOR SEE STRUCTURAL — Y4" APA RATED SHEATHING WITH 10d NAILS AT 6" O.C. AT PANEL EDGES 4 12" AT INTERMEDIATE SUPPORT. ATTIC -1 �r EQ 2x6 CEILING JOIST WITH 'IJ526" HANGERS EACH END 2x6 LEDGER WITH (3)166'5 AT EACH TRUSS 12 ROOF PITCH 5 24"x4811 ACCE55 DOOR AT EACH DRAFTSTOP. SEE ATTIC PLAN. 2x4 WALKWAY FLOOR JOIST AT 48" O.G WITH "LU2411 HANGERS EACH END. 2x4 DIAGONAL BRACE AT 81-011 O.C: ACROSS (U STUD BAY- STAGGERED EACH SIDE OF WALKWAY WITH (2) Ibd'S EACH END TOi STUDS. 2x4 DIAGONAL BRACE AT 4611 O.C. WITH (2)16d'S EACH END TO STUDS. I I I 2x4 WALL FRAMING AT 24" O.C. AT EACH SIDE OF WALKWAY. 2x SILLS WITH IE AT EACH JOIST. ATTIC WALKWAY ABOVE CORRIDOR Ascale: 3/4'1 = '_ou VISMITH ISON ARCHITECTS 270 NOM 27th St MM ID. 837N (208)338-1212 FA (208)339MII kaarckta¢.wm 13168 DRAVft TM DATE MAY 23, 2014 SHEET 616 13168 2x4 BLOCKING AT RIDGE, PER 5TRUGTURAL EDGE NAILING PER STRUCTURAL BLOCK LAID FLAT AGAINST TRUSS ON ; � EACH SIDE, FASTEN PER STRUCTURAL i— EDGE NAILING ;10 BLOCKING ER STRUCTURAL EVELED TOP LATES :AMINE ANCHOR ER STRUCTURAL -60 BLOWN -IN SOLATION, SEE 'ECIFICATIONS - FILING JOIST ER STRUGNRAL )LAYERS e" RE RATED YP5UM BOARD ELEVATOR HOISTWAY POST UNDER HOIST BEAM TO BE CARRIED DOWN TO FOUNDATION PER STRUCTURAL - KING STUD ON EACH SIDE OF HOIST BEAM POST WITH FASTENERS PER STRUCTURAL - STUD WALL PER PLAN. SEE STRUCTURAL. FRAMING ANCHOR PER STRUCTURAL G EDGE NAILING BLOCKING PER TRUSS MANUFACTURER, WITH FRAMING ANCHORS TO TOP PLATE H015T BEAM PER STRUCTURAL HOIST BEAM FASTENERS PER STRUCTURAL DOUBLE TOP PLATE —� STUD WALL PER PLAN, SEE STRUCTURAL. ROOF DETAIL AT ELEVATOR SHAFT A MT!g � SHEET HUTCHISON SMITH DRim 619 ARCHITECTS DATA 13168 onh ON2]Ib St Baix.M. 8]]02 Roe)]J&121E FA%(20P)3]8-0011 hwnmi,xo.com MAY 23, 2014 Rt0—ft77 11/2" VENTILATION NOTCHES AT b" 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 JOIST HANGER 5 PER STRUCTURAL EDGE NAILING 2x LEDGER FASTEN TO TRUSS PRE -PER STRUCTURAL TURED WOOD TRUSS. SEE U100p TRUSS. SEE POST UNDER HOIST BEAM TO BE CARRIED DOWN TO FOUNDATION PER STRUCTURAL - KING STUD ON EACH SIDE OF HOIST BEAM POST WITH FASTENERS PER STRUCTURAL - STUD WALL PER PLAN. SEE STRUCTURAL. FRAMING ANCHOR PER STRUCTURAL G EDGE NAILING BLOCKING PER TRUSS MANUFACTURER, WITH FRAMING ANCHORS TO TOP PLATE H015T BEAM PER STRUCTURAL HOIST BEAM FASTENERS PER STRUCTURAL DOUBLE TOP PLATE —� STUD WALL PER PLAN, SEE STRUCTURAL. ROOF DETAIL AT ELEVATOR SHAFT A MT!g � SHEET HUTCHISON SMITH DRim 619 ARCHITECTS DATA 13168 onh ON2]Ib St Baix.M. 8]]02 Roe)]J&121E FA%(20P)3]8-0011 hwnmi,xo.com MAY 23, 2014 Rt0—ft77 TRUSS PER STRUCTURAL R-60 BLOWN - INSULATION, W R-21 AT EAVE SPECIFICATIO FASTENERS P STRUCTURAL 2x6 BLOCKIN( FLAT AT 24" C STRUCTURAL FASTENERS P. STRUCTURAL J�" RESILIENT CHANNELS AT %" FIRE RATE GYPSUM BOAT 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/a" FIRE RATED GYPSUM BOARD 3)z" SOUND BATTS BLOCKING AT CEILING LEVEL - ELEVATOR SHAFT &Cale: I" = I' -o° VHUTCHISON SMITH _ �A ARCHITECTS 270Mo 27thk BouglD.81102 (2081338-1212 M(208)338-0011 h hl... 13168 TM MAY 23, 2014 SHEET 620 13168 ROOFING OVER UNDERLAYMENT, SEE SPECIFICATIONS — ROOF SHEATHING PER STRUCTURAL DRAG TRUSS/TRUSS PER STRUCTURAL - LOCATED FROM SHEAR WALL PER STRUCTURAL R-60 BLOWN -IN INSULATION, WITH MINIMUM R-21 AT EAVE. SEE SPECIFICATIONS FRAMING ANCHOR PER STRUCTURAL 2x12 LAID FLAT CONTINUOUS WITH FASTENERS PER STRUCTURAL TRUSS PER STRUCTURAL Y" RESILIENT CHANNELS AT 16" O.C. %" FIRE RATED GYPSUM BOARD 2x4 AT 24" O.C. FASTEN PER STRUCTURAL DOUBLE TOP PLATE — 2x PARTY WALL, SEE WALL SECTION A/A6.8 FIRE RATED GYPSUM BOARD EDGE NAILING PER STRUCTURAL SHEATHING 4 NAILING PER STRUCTURAL EDGE NAILING PER STRUCTURAL Y" RESILIENT CHANNELS AT 16" O.C. V FIRE RATED GYPSUM BOARD EDGE NAILING PER STRUCTURAL (2) LAYERS 2Y," SOUND BATTS, SEE SPECIFICATIONS SHEATHING a NAILING PER STRUCTURAL FIRE RATED GYPSUM BOARD SHEAR TRANSFER DETAIL REVISION& 13168 SHEET HUTCHISON TM L n SMITH DRAWN: Vo) ARCHITECTS DATE 13168 270 NonM1 27th Sc Baiu, 10. 83702 (108)318-1311 FAX (209)336U011 MAY 23, 2014 fi1Q-F;99 ELEVATOR HOISTWAY H015T BEAM PER STRUCTURAL 14015T BEAM FASTENERS PER STRUCTURAL POST UNDER HOIST BEAM TO BE CARRIED DOM TO FOUNDATION PER STRUCTURAL KING STUD ON EACH SIDE OF H016T BEAM FASTENER6 PER Sw STRUCTURAL ROOF DETAIL AT ELEVATOR SHAFT Scale: 1" = P-0" jj!Tm HUTCHISON SMITH ARCHITECTS !]O Naafi 27h Si 0.i.. N. WN (208)338-1212 F6 (208)338-0011 hwn:M1itars.com im DRAWN TM DATE MAY 23, 2014 PIP -21 i 619 13168 NO OPENINGS ALLOWED IN ROOF NO OPENINGS ALLOWED IN ROOF WITHIN 4'-0" OF THE FIRE WALL WITHIN 4'-0" OF THE FIRE WALL TRU55 REQUIRED EACH SIDE OF FIREWALL PER STRUCTURAL FIRE RATED GYPSUM BOARD FIRE RATED GYPSUM BOARD DIRECTLY BENEATH THE UNDERSIDE DIRECTLY BENEATH THE UNDERSIDE OF ROOF DECK, SUPPORTED BY 2x OF ROOF DECK, SUPPORTED BY 2x LEDGERS ATTACHED TO SIDE OF LEDGERS ATTACHED TO SIDE OF TRU66E5 FOR A MINIMUM DISTANCE OF TRUSSES FOR A MINIMUM DISTANCE OF 4'-0" ON BOTH SIDES OF FIRE WALL. 4'-0" ON BOTH SIDES OF FIRE WALL. INSULATION, SEE NOTE: SHEATHING SPECIFICATIONS EXTENDS' TO/yy UNDERSIDE OF ROOF SHEATHING YY" RESILIENT CHANNELS AT 16" O.C. 4 )4" RESILIENT CHANNELS AT 16" O.C. II— FIRE RATED GYPSUM BOARD s/a" FIRE RATED GYPSUM BOARD SHEATHING d NAILING NOTE: EXTEND FIRE WALL INTO PER STRUCTURAL ROOF OVERHANG TO BACK OF SHEATHING 4 NAILING FASCIA BACKER PER STRUCTURAL (2) LAYERS s/a" FIRE RATED GYPSUM 2 -HOUR FIRE WALL EXTENDS FROM BOARD, EACH SIDE OF 2 -HOUR FIRE WALL CONCRETE SLAB BELOW TO 37" SOUND BATTS UNDERSIDE OF ROOF DECK ABOVE. STUD WALL PER PLAN, SEE STRUCTURAL SHEAR TRANSFER DETAIL - AT 2 -HOUR FIRE WALL A&Cale: 3/4'' = I'-0" V HUTCHISON REVISIONS: 13168 SHEET DR TMTM SMITH 622 X-AV�oAffi ARCHITECTS 270 NoM 27th Bt Boiu, ID. 93702 ROA)JJA-1313 FAC ROAD ?)80011 hsavcM1ilap.mm DATE MAY 23, 2014 13168 619-622 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 f CEILING ASSEMBLY PER GA FILE NO. RC2151. (3) LAYERS Va11 FIRE RATED GYPSUM BOARD Ya11 HAT CHANNELS AT 24" O.C. (I) LAYER a/e11 FIRE RATED GYPSUM BOARD 2 -HOUR RATED FIRE BARRIER PER GA FILE NO. WP3SIO. SHEATHING 4 NAILING PER STRUCTURAL 5 ROOF PITCH FRAMING ANCHORS PER STRUCTURAL - 5/all GYPSUM BOARD R-60 BLOU..N-IN INSULATION, WITH MINIMUM R-21 AT EAVE. SEE SPECIFICATIONS INSULATION, SEE SPECIFICATIONS RIM JOIST WITH FRAMING ANCHORS PER STRUCTURAL 3 2" SOUND BATTS — Y," RESILIENT CHANNELS AT 16" O.G. Va" FIRE RATED GYPSUM BOARD BLOCKING PANEL AT 24" O.G. PER STRUCTURAL DOUBLE TOP PLATE (2) LAYERS V FIRE RATED GYPSUM BOARD, EACH SIDE OF FIRE BARRIER 3Y2" SOUND BATTS STUD WALL PER PLAN, LOW ROOF LEDGER m SEE STRUCTURAL MAINTENANCE ROOM JCale: 111 _ l'-011 IHUTTISON &!To ARCHITECTS 270 Nonh YLh SL Baia, ID. 83702 (208)338-1212 FkX(208)339-Mli hwmM1it V.com 13168 1 SHEET DRAWrt TM DATE MAY 2.3, 2014 13168 : SHEATHING PLAN — OVER SEE WOOD ROq TRUSS PER PLAN BUILDING WRAP, SEE ELEVATIONS R-5 CONTINUOUS RIGID INSULATION CONTINUOUS FLASHING EDGE NAILING PER STRUCTURAL — CONTINUOUS 2x NAILER WITH FASTENERS PER STRUCTURAL 2 -HOUR FIRE RATED CEILING ASSEMBLY PER GA FILE NO. RC2151. (3) LAYERS a/a" FIRE RATED GYPSUM BOARD Ye' HAT CHANNELS AT 24" O.C. (1) LAYER Va" FIRE RATED GYPSUM BOARD 2 -HOUR RATED FIRE BARRIER PER GA FILE NO. WP3SIO. — SHEATHING 4 NAILING PER STRUCTURAL FRAMING ANCHORS PER STRUCTURAL - Na" 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 3�" SOUND BATTS — Y" 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 %" 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: P = P -o" HSICHHISON:To ARCHITECTS 270 NoM 27th SL Boiu. ID. 83702 (208)3381212 FAC(208)118A II Wa it"gmm 13168 I SHEET IDRAWit TM DATE MAY 23, 2014 623 13168 V RE CHAt Na" F1 GYP: ATTIC ACCESS DETAIL V) HUT H ISON SMI�jf ARCHITECTS 270 NoM 27N St BoiK ID. 83702 (208) 338-1212 Fd(20)338-0011 ha=rct0 .mm FACTURED 65 IULATION DAM IPENING U,N1-IN INSULATION, .IM R-21 AT EAVE. FICATIONS . _ , —RATED, INSULATED LOCKABLE ATTIC ACCE55 HATCH, SEE SPECIFICATIONS (2 -HR ATTIC ACCESS HATCH AT MAINTENANCE ROOM) 13168 DRAWN: TM DATE MAY 23, 2014 SHEET 624 13168 A NOT USED REVISIONS:13168SHEET HUTCHISON SMITH ° RAVM TM 625 ,i ARCHITECTSDATT E: 13168 »a sonn 27th St aois<.iaw7oz izom»a-n¢ Fax ¢nu n: ne�e-waoRm�aa.com MAY 23, 2014 COS-COQ NOT USED REVISIONS 13168 SHEET HUTCHISON RAVft SMITH DM 626 -i ARCHITECTSOAS T 13168 »o eomann St. Boise, io_xnnz Coai>>x-raiz e,vN ('-oe).1eaou nooRnnnn.�om MAY 23, 2014 R95—A90 NOT USED HUTCHISON SMITH ARCHITECTS 270 NoNl_]Ih SI 9oac ID_83702 (2B)118-1212 FiIX12091 M -Wll hmumM1ila¢mm 13168 DRAWk TM MAY 23, 2014 SHEET 627 13168 NOT USED �°► 51, s r-0, REVISIONSX168 SHEET HUTCHISON °RTM >M SMITH 628 �> ARCHITECTS 27ONonh3Th SL BO,sP.ID_V702 (20%)139-1212 F,lC(20WI] )011 hs.,,h,, ..13168 DATE, MAY 23, 2014 coc_con NOT USED @: 1, = -o�, HUTCHISON REVISIONS 13168 SHEET °�TM ' SMITH -ARCHITECTS i 270 VoeN PN St Bmcc 10.8Ji@ 10ft11;Y-I212 FAX 209133MaH111 hsnartimars.<om 629 13168 919_ppp DATT E: SAY 23, 2014 %" GYPSUM BOARD STUD WALL PER PLAN. SEESTRUCTURAL. INSULATION, SEE SPECIFICATIONS SILL NAILING PER II� PLATE2x SILL PER STRUCTURAL ------ STRUC URAL GYP -CRETE TOPPING SLAB OVER FLOOR SHEATHING PER STRUCTURAL EDGE NAILING PER\ \ ISI / // /— STRUCTURALSES PER STRUCTURAL R-5 CONTINUOUS RIGID INSULATION FIBER CEMENT SIDING IN �/ \� 3Js" SOUND BATTS OVER BUILDING WRAP, SEE ELEVATIONS FRAMING• — aOI_ TRUSS PER STRUCTURAL III EDGE NAILING: PER r� — NT STRUCTURAL ATO.C. .• I— I�►� — — A . PLATE— - BOARD II,�'•— PERSTRUCTURALPERSTRUCTURAL ,,� urj1, —JOIST WITH SEE STUD WALL PER PLAN. - STRUCTURAL. GYPSUMBOARD WALL TO FLOOR CONNECTION kale: I,,= r -o'' VI SMIHUTCHISON �i ARCHITECTS 270NoM 27th 51. Boin. ID. 83702 (208)338-1212 FA%(2N)33"11 Ana61tm .mm 13168 1 SHEET TAI DATE MAY 23, 2014 630 13168 %" GYPSUM BOARD NAILING INTO FIBER CEMENT SIDING BLOCKING PER OVER BUILDING WRAP, STRUCTURAL SEE ELEVATIONS \ A 3Y," SOUND BATT FRAMING ANCHOR STUD WALL PER PLAN. SEE STRUCTURAL. RESILIENT INSULATION, SEE EDGE NAILING PER SPECIFICATIONS 2x SILL PLATE PER 5/8" FIRE RATED STRUCTURAL SILL NAILING PER GYPSUM BOARD STRUCTURAL GYP -CRETE TOPPING SLAB OVER BLOCKING PANEL AT 24" FLOOR SHEATHING PER STRUCTURAL NAILING INTO BLOCKING EDGE NAILINGPER PER STRUCTURAL STRUCTURAL PER STRUCTURAL FLOOR TRU5SE5 PER STRUCTURAL R-5 CONTINUOUS RIGID INSULATION STUD WALL PER PLAN. NAILING INTO FIBER CEMENT SIDING BLOCKING PER OVER BUILDING WRAP, STRUCTURAL SEE ELEVATIONS \ A 3Y," SOUND BATT FRAMING ANCHOR PER STRUCTURAL RESILIENT EDGE NAILING PER CHANNELS AT 16" O.G. STRUCTURAL 5/8" FIRE RATED GYPSUM BOARD DOUBLE TOP PLATE BLOCKING PANEL AT 24" Of - PER STRUCTURAL SHEATHING 4 NAILING RIM JOIST WITH PER STRUCTURAL FRAMING ANCHORS INSULATION, SEE PER STRUCTURAL SPECIFICATIONS STUD WALL PER PLAN. SEE STRUCTURAL. V GYPSUM BOARD WALL TO FLOOR CONNECTION - lot REVISION& 13168 SHEET DRAM TM VHUTCHISON i SMITH 631 �A ARCHITECTS 230 Nonh 27th SL 9oiu, ID. 93702 (208)1]8-1112 FAX (208)338-0011 M1sevcFi¢c¢.<om DATE MAY 23, 2014 13168 F 3f1—FiZ Na" FIRE RATED GYPSUM BOARD 5TUD WALL PER PLAN. Y" RESILIENT CHANNELS AT 16" O.C. SEE STRUCTURAL. s/8' FIRE RATED GYPSUM BOARD M" 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 J016T PER STRUCTURAL PER STRUCTURAL � 3Y" SOUND BATTS FIRED FIBER BOARD V, FIRE RATED Yz" 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 TRU55 PER STRUCTURAL W SOUND BATTS, SEE EDGE NAILING PER SPECIFICATIONS STRUCTURAL Ve," FIRE RATED DOUBLE TOP PLATE GYPSUM BOARD STUD WALL PER PLAN. %4" RESILIENT CHANNELS AT 16" C SEE STRUCTURAL. SHEATHING 4 NAILING FLOORJOIST PER STRUCTURAL s/e' FIRE RATED GYPSUM BOARD A TO WALL CONNECTION Hca lam: I/2'' = P-011 SHUTCH MTH ISON &:To ARCHITECTS 270 NoM 20th St Boi IO. 83702 (208)338-1212 FAC(208)338-0011 I arctwft.mm REVISIONS: 113168 I SHEET AVft 1 TM 13168 MAY 23, 2014 acn_axz %s" FIRE RATED GYPSL STUD WALL PER PLAN. SEE STRUCTURAL. — 5Y" SOUND BATTS, SEE SPECIFICATIONS 2x SILL PLATE PER STRUCTURAL GYP -CRETE TOPPING SLAB OVER FLOOR SHEATHING PER STRUCTURAL NAILING INTO BLOCKING PER STRUCTURAL FLOOR TRUSSES PER STRUCTURAL 3ia" SOUND 1i" RESILIENT CHANNELS AT 16" O.G. NAILING INTO BLOCKING PER STRUCTURAL %" FIRE RATED GYPSUM BOARD BLOCKING PANEL AT 24" O.G. PER STRUCTURAL 5S " SOUND BATTS, SEE SPECIFICATIONS V FIRE RATED GYPSUM BOARD STUD WALL PER PLAN. / SEE STRUCTURAL. / FLOOR JOIST Y" RESILIENT CHANNELS AT I6" O.C. V FIRE RATED GYPSUM BOARD SHEATHING 4 NAILING PER STRUCTURAL EDGE NAILING PER STRUCTURAL JOIST HANGER PER STRUCTURAL FLOOR JOIST PER STRUCTURAL YY" WOOD FIBER BOARD ,�" FIRE RATED GYPSUM BOARD SUSPENDED ACOUSTICAL PANEL CEILING RIM JOIST WITH FRAMING ANCHORS PER STRUCTURAL EDGE NAILING PER STRUCTURAL FRAMING ANCHOR PER STRUCTURAL DOUBLE TOP PLATE PER STRUCTURAL �" RESILIENT CHANNELS AT 16" O SHEATHING 4 NAILING PER STRUCTURAL V FIRE RATED GYPSUM BOARD TO WALL CONNECTION — TScale: 1 1/2" = -0" V REVISIONS:: SHEET HUTCHISON SMITH DRAB 632 JL.AV.oAR ARCHITECTS DATE Z]O NOM 270St Bost ID. 83702 aoai}}s-i:¢ rae a"e)}Jn aoIi nva«mias.wm 13168 l4AY 23, 2014 gin 977 FLOOR TRUSSES PER STRUCTURAL STUD WALL PER PLAN. SEE STRUCTURAL. Y 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 FLOOR JOIST TO BEAM CONNECTION Scale: 11/211 = I1_O1 VISMITH ISON �) ARCHITECTS 210 NoM 27th St BoiM 10. 83702 (208)318-1212 FA (209)33"11 hvamahiwm.. WOOD FIBER BOARD FIRE RATED GYPSUM BOARD SUSPENDED ACOUSTICAL PANEL CEILING BEAM PER STRUCTURAL HANGER PER TRUSS MANUFACTURER DOUBLE TOP PLATE V FIRE RATED GYPSUM BOARD STUD WALL PER PLAN. SEE STRUCTURAL. NOTE: TRUSSES MAY BE ORIENTED PARALLEL WITH THE BEAM. COORDINATE WITH THE PLANS 13168 )RAVM TM )ATE MAY 23, 2014 SHEET 633 13168 %" FIRE RATED GYPSUM BOARD EDGE NAILING PER STRUCTURAL STRAP INSTALLED UNDER WALL ABOVE, CENTERED ON WALL BELOW, PER STRUCTURAL - DOUBLE TOP PLATE ---� FLOOR TRUSSES PER STRUCTURAL Y2" RESILIENT CHANNELS AT 16" O.C. %" FIRE RATED GYPSUM BOARD %" FIRE RATED GYPSUM BOARD EXTENDS UP TO UNDERSIDE OF FLOOR SHEATHING HOLDOWN PER STRUCTURAL, TAKE CARE AS TO NOT DAMAGE FLOOR TRUSS DURING INSTALLATION. - SHEAR TRANSFER - FLOOR TO FLOOR Scale: 1" = 1'-0" Vi I SMITHISON �i ARCHITECTS 270 Non 27th SL How, ID. 83902 (208)338-1212 FA (208)33"11 luumhiltt¢.mm (2) LAYERS 2Y" SOUND BATTS, SEE SPECIFICATIONS SHEATHING AND NAILING PER STRUCTURAL. V FIRE RATED GYPSUM BOARD 2x PARTY WALL PER PLAN. SEE WALL SECTION A/A6.8 AND STRUCTURAL. 2x SILL PLATE WITH TWO ROWS OF NAILING PER STRUCTURAL EDGE NAILING PER STRUCTURAL GYP -CRETE TOPPING SLAB OVER FLOOR SHEATHING PER STRUCTURAL 311 SOUND BATTS FLOOR TRUSSES PER STRUCTURAL Y" RESILIENT CHANNELS AT 16" O.C. V FIRE RATED GYPSUM BOARD 2x PARTY WALL PER PLAN. SEE WALL SECTION A/A6.8 AND STRUCTURAL. SHEATHING AND NAILING PER STRUCTURAL. EXTEND TO UNDERSIDE OF FLOOR SHEATHING. (2) LAYERS Z> " 50UND BATTS, SEE SPECIFICATIONS 13168 I SHEET Iff MAY 23, 2014 W A 13168 W FIRE RATED GYPSUM BOARD 2x PARTY WALL PER PLAN. SEE WALL SECTION A/A6.8 AND STRUCTURAL. (2) LAYERS 2�" SOUND BATTS, SEE SPECIFICATIONS FIRE RATED 2x SILL PLATE WITH TWO GYPSUM BOARD ROWS OF NAILING PER STRUCTURAL EDGE NAILING. EDGE NAILING PER STRUCTURAL PER STRUCTURAL i__,, DOUBLE TOP;; STRAP INSTALLED UNDER WALL ABOVE, CENTERED ON WALL FLOOR TRUSSES PER BELOW, PER STRUCTURAL STRUCTURAL GYP -CRETE TOPPING SLAB OVER FLOOR SHEATHING PER STRUCTURAL 3�" SOUND BATTS Y" RESILIENT L FLOOR TRUSSES PER CHANNELS AT 16" O.C. STRUCTURAL s/s" FIRE RATED 14" RESILIENT GYPSUM BOARD CHANNELS AT 16 O.G. s/a' FIRE RATED FIRE RATED GYPSUM GYPSUM BOARD BOARD EXTENDS UP TO UNDERSIDE OF FLOOR 2x PARTY WALL PER PLAN. SHEATHING SEE WALL SECTION A/A6b AND STRUCTURAL. (2) LAYERS 2Y," SOUND BATTS, SEE SPECIFICATIONS i SMOKE BARRIER - FLOOR TO FLOOR scale: P = l' RENION& V) SMITH HUTCHISON ARCHITECTS DONOM 27th S[ M, IU. 83703 (208)338-1212 FAX(208)339-0011 hm iwm.wm 13168 )RAYM TM )ATE MAY 23, 2014 SHEET 634 13168 (2) LAYERS a/a' FIRE RATED GYPSUM BOARD EDGE NAILING, EACH SIDE PER STRUCTURAL DOUBLE TOP PLATE FLOOR TRUSSES PER STRUCTURAL Ya" RESILIENT CHANNELS AT 16" O.G. %" FIRE RATED GYPSUM BOARD (2) LAYERS %" FIRE RATED GYPSUM BOARD, EXTEND UP TO UNDERSIDE OF FLOOR SHEATHING M" SOUND BATTS, SEE SPECIFICATIONS SHEATHING AND NAILING: PER STRUCTURAL. (2) LAYERS 5/a" FIRE RATED GYPSUM BOARD 2 -HOUR FIRE WALL. EXTENDING FROM FLOOR SLAB TO UNDERSIDE OF ROOF DECK PER PLAN. SEE WALL. SECTION B/A&Z AND STRUCTURAL. 2x SILL PLATE WITH TWO ROWS OF NAILING PER STRUCTURAL STRAP INSTALLED UNDER WALL ABOVE, CENTERED ON WALL BELOW, PER STRUCTURAL GYP -CRETE TOPPING SLAB OVER FLOOR SHEATHING PER STRUCTURAL �d �(w W O -Lu N ULA K (L �mn =W� �ay 3} ` SOUND BATTS FLOOR TRUSSES PER STRUCTURAL Y2" RESILIENT CHANNELS AT 16" O.C. %" FIRE RATED GYPSUM BOARD 2 -HOUR FIRE WALL, EXTENDING FROM FLOOR SLAB TO UNDERSIDE OF ROOF DECK PER PLAN. SEE WALL SECTION 5/A&.8 AND STRUCTURAL. HOLDOWN PER STRUCTURAL. SHEATHING AND NAILING PER TAKE TAKE CARE AS TO NOT STRUCTURAL EXTEND 70 DAMAGE FLOOR TRU56 UNDERSIDE OF FLOOR SHEATHING. DURING INSTALLATION. 3y" SOUND BATTS SEE 2 -HOUR FIRE WALL— SPECIFICATIONS FLOOR TO FLOOR Scale: 1" = I'-0" SHUTCH MTH ISON &To ARCHITECTS 210 NOM lith S[ 80i ID. 83102 (208)338-1212 FAX (208) 338-0011 IaurtM1iitttt.mm 13168 DRAYM TM DATE MAY 23, 2014 SHEET 635 13168 JOIST HANGER PER GYPSUM BOARD SHEATHING d NAILING PER STRUCTURAL STUD WALL PER PLAN. PER STRUCTURAL SEE STRUCTURAL. FRAMING ANCHOR AT 1A INSULATION, SEE SILL NAILING PER SPECIFICATIONS STRUCTURAL 2x SILL PLATE PER EDGE NAILING PER STRUCTURAL STRUCTURAL RIM JOIST WITH GYP -CRETE TOPPING SLAB OVER EXTERIOR FLOOR SHEATHING PER STRUCTURAL STORAGE FLOOR TRUSSES PER DOUBLE TOP STRUCTURAL JOIST PER STRUCTURAL — GYPSUM BOARD JOIST HANGER PER 3)�" SOUND BATTS STRUCTURAL 2x10 LEDGER FASTEN PER STRUCTURAL FRAMING ANCHOR AT 1A RESILIENT EACH FLOOR TRUSS CHANNELS AT 16" O.C. v PER STRUCTURAL RATED EXTERIOR GYPSUM ARD STORAGE RIM JOIST WITH FRAMING ANCHORS EDGE NAILING PER PER STRUCTURAL STRUCTURAL STUD WALL PER PLAN. DOUBLE TOP SEE STRUCTURAL. PLATE GYPSUM BOARD SHEATHING :NAILING INSULATION, SEE PER STRUCTURAL SPECIFICATIONS FLOOR TO WALL CONNECTION Scale: I" = 1'-Oii HUTCHISON -[:UW REV1810N>i 13168 SHEET DRAM TM SMITH 636 JLJJV�oAl ARCHITECTS i]ONaM 27IF S[ Boiaq lD. Bi702 (209) 338 i212 FAX i208i ]18A011 DATE MAY 23, 2014 13168 R'if.—F.dd %" GYPSUM BOARD STUD WALL PER PLAN. SEE STRUCTURAL. SHEATHING 4 NAILING PER STRUCTURAL 2x SILL PLATE PER STRUCTURAL I EXTERIOR SILL NAILING PER STRUCTURAL ----\ STORAGE (2) LAYERS FLOOR SHEATHING AT EXTERIOR STORAGE WITH NAILING EDGE NAILING PER PER STRUCTURAL STRUCTURAL FLOOSTRUCTURAL JOIST PER TURAL FIBER CEMENT SIDING OVER BUILDING WRAP, SEE ELEVATIONS - RESILIENT EDGE NAILING PER CHANNELS AT I6" O.G. STRUCTURAL 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. %" GYPSUM BOARD WALL TO FLOOR CONNECTION I '1 P-0'' HUTCHISON Ad I SMITH �) ARCHITECTS 270 NOM 27th St Boist ID. 83702 (208)318-1212 FAX(208) 338-0011 ha tileE.wm 13168 DRAWR 1M DATE MAY 23, 2014 SHEET 637 13168 FIBER CEMENT SIDING OVER BUILDING WRAP, SEE ELEVATIONS SHEATHING 4 NAILING PER STRUCTURAL 5/a" 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 COMPOSITE DECKING P.T. EXPOSED 2x10 JOIST, FLOOR TRUSSES PER SELECT FOR APPEARANCE STRUCTURAL STAIN. SEE STRUCTURAL --7 11 STRUCTURAL R PER \\ 3" SOUND BAITS P.T. 2x10 LEDGER ' SELECT FOR APPEARANCE. FASTEN PER STRUCTURAL Y" RESILIENT 24 GA PRE -FINISHED CHANNELS AT Ib" 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 4 NAILING INSULATION, SEE PER STRUCTURAL SPECIFICATIONS BALCONY LEDGER CONNECTION 5cals: I" = I' -D" REVISIONS: I MICHHISON jj:Tm ARCHITECTS 200 NOM 27th SL Bouc 10. 83702 (208)338-1212 FAX(209)33"11 hav it m.00m 13168 DRAWN: 4A DATE MAY 23, 2014 SHEET 638 13168 FIBER CEMENT 51DING 5/e' 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 INSTALLED BUT BEFORE HANGER IS 24 GA PRE -FINISHED 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 —7i STRUCTURAL, FASTENERS INTO THE 3Y" SOUND BATTS BACK OF THE BE PER STRUCTURAL ^ ^ LEDGER BEYOND -- BEAM HANGER PER y�" RESILIENT STRUCTURAL CHANNELS AT 16" O.C. 24 GA PRE -FINISHED 5/s" FIRE RATED 'Z' FLASHING GYPSUM BOARD FRAMING ANCHOR AT RIM J015T 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 • ` Scale: 1" = I'-�" REVISIONS SHEET VHUTCHISON RAV I SMITH oRTM 639 UP ARCHITECTS DATE i13168 r -r 270 NOM 27th St Bouq ID. 83703 t20e7 va-ivz FAC (208)3!8-0011 n..zmm�eco.mm MAY 23, 2014 fi.3fi-R44 FIBER CEMENT SIDING OVER BUILDING WRAP, SEE ELEVATIONS - SHEATHING 4 NAILING PER STRUCTURAL - BALCONY 2x SILL PLATE PER STRUCTURAL EDGE NAILING PER STRUCTURAL 24 GA PRE -FINISHED '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 4 NAILING PER STRUCTURAL FIBER CEMENT SIDING OVER BUILDING WRAP, SEE ELEVATIONS i 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 Y," RESILIENT CHANNELS AT 16" O.G. V FIRE RATED GYPSUM BOARD BLOCKING PANEL AT 24" O.C. PER STRUCTURAL EXTERIOR STORAGE STUD WALL PER PLAN. SEE STRUCTURAL. V GYPSUM BOARD TO WALL CONNECTION Scale: In = r-0" MITCHHISON&:To ARCHITECTS 200 NOA 27th SL BoimW. 83701 (208)W-1212 M(208)3]8-0011 hatmhi,¢e.com 13168 )RAWN: TM )ATE: MAY 23, 2014 SHEET k FIBER CEMENT SIDING OVER BUILDING WRAP, FIBER CEMENT SIDING SEE ELEVATIONS OVER BUILDING WRAP, SEE ELEVATIONS SHEATHING 4 NAILING SHEATHING a NAILING PER STRUCTURAL PER STRUCTURAL V FIRE RATED GYPSUM V FIRE RATED GYPSUM BOARD, CONTINUOUS BOARD, CONTINUOUS BEHIND LEDGER BEHIND LEDGER DOUBLE SILL PLATE STUD WALL PER PLAN. PER STRUCTURAL EDGE NAILING PER SEE STRUCTURAL. EDGE NAILING PER ,/ STRUCTURAL STRUCTURAL 24 GA PRE -FINISHED 24 GA PRE -FINISHED TFLASHING Z' FLASHING 2x6 COMPOSITE DECKING 2x6 COMPOSITE PECKING P.T. EXPOSED 2x10 JOIST, STAIN. SEE E APPEARANCE, N SELECT FOR APPEARANCE, SELECT FOR APPEARANCE, STAIN. SEE STRUCTURAL P.T. EXPOSED 2x10 LEDGER, P.T. EXPOSED 2x10 LEDGER 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 ,l 5/e' FIRE RATED GYPSUM FIRE RATED GYPSUM BOARD, CONTINUOUS BOARD, CONTINUOUS BEHIND LEDGER BEHIND LEDGER SHEATHING 4 NAILING SHEATHING 4 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 scale: P m r-0" VHUTCHISON SMITH �> ARCHITECTS 270 NOM 27IM1 St 80im ID. 93702 (208)338-1212 FkX(208)338-0011 FsumNtaO.mm 13168 DRMAft 4A DATE MAY 23, 2014 SHEET 13168 STRAP AT TOP AND BOTTOM OF DOUBLE JOIST AT VERTICAL POST LOCATIONS PER STRUCTURAL v T.O. LANDING P.T. JOIST PER PLAN, PROVIDE DOUBLE JOIST AT VERTICAL POST. STAIN ALL SIDES JOIST HANGER PER STRUCTURAL - A 501 B 501 ROUT OUT BOTTOM OF COMPOSITE DECKING AT FOOT PLATE AND FIT TIGHT TO VERTICAL POST GUARDRAIL AT BALCONY Scale: I" = I'-0" �I SMITH ISON �i ARCHITECTS 270 NoM 27th B[ Bois. 1D. 83702 (208)33&1212 FAC(208)333 WlI htsrchitan.com 5/4" FIBER CEMENT FACE TRIM ADDITIONAL JOIST, STAIN ALL EXPOSED SIDES BEAM PER STRUCTURAL, STAIN ALL EXPOSED SIDES 13168 TM DATE MAY 23, 2014 SHEET 642 13168 CONTINUE � SINGLE TOP PLATE OVER FIBER CEMENT BOARD SOFFIT WITH Ix2 BATTENS AT JOINTS — PRE -FINISHED METAL BEAM WRAP 54 xb" FIBER CEMENT TRIM CAP —� 3/8' FIBER CEMENT PANEL —� 5/4 x8" FIBER CAPITAL BASE SIMULATED STONE CAP SIMULATED STONE VENEER — COLUMN PER STRUCTURAL P.T. PLATE — CONCRETE SLAB PER STRUCTURAL SLOPE 15% MAX. 12 %4 FIBER ROOF 5 CEMENT TRIM, PITC\ PAINTED — 3/e" FIBER CEMENT WRAP, PAINTED — BUILDING BEAM PER WRAP STRUCTURAL COLUMN PER STRUCTURAL — POST BASE WITH EPDXY EMBEDDED THREADED ROD PER STRUCTURAL SEE B/305 o FOR COLUMN o PIER m- B CAP I WRAP 3/81, 3/a" FIBER b CEMENT WRAP, PAINTED BUILDING WRAP COLUMN PER STRUCTURAL n POST WRAP V Scale: 1 1/2" - 1'-0" SIMULATED STONE WAINSCOT MORTAR SETTING BED PER MANUFACTURER'S SPECIFICATIONS O .�. O FIVI r2ZAMI� OA COLUMN PER TH STRUCTURALG SHEATHING d NAILING CTURAL PER STRUCTURAL D BUILDING WRAP ENTRANCE COLUMN STONE BASE �°►Scale: 3/4" = 1'-0'' � Scale: 11/2" = 1'-0" HUTCHISON Ross 13188 SHEET _!To SMITH 643 ,i ARCHITECTS TM DATE 13168 270 NoM 27th St. Boiu IB. 83702 QW) 333-1212 M(208)33"11 ham=, MAY 23, 2014 CRR_Rdd V 9%4 3ER CEMENT )LUMN CAP FIBER CEMENT MID -COLUMN TRIM %" FIBER CEMENT PANEL, PAINTED 5/4 FIBER CEMENT TRIM, PAINTED V FIBER CEMENT, PAINTED BUILDING 1RAP COLUMN, PER STRUCTURAL (4)1x2 FURRING, INSTALL AS REQUIRED TO ADJUST FOR TUIST / BOW IN COLUMN B CAP WRAP 11 ly4" 6Q- 3/" FIBER CEMENT, PAINTED ' BUILDING WRAP COLUMN, PER STRUCTURAL (4)1x2 FURRING, INSTALL AS REQUIRED TO ADJUST FOR SEE WALL SECTION ` TWIST / BOW IN COLUMN 5/A65 FOR COLUMN ^ POST WRAP STRUCTURAL DETAIL v Scale: I/2" I' -m" 5/4 FIBER CEMENT WRAP, PAINTED BUILDING WRAP COLUMN, PER STRUCTURAL (4)1x2 FURRING, INSTALL AS REQUIRED TO ADJUST FOR TWIST / BOW IN COLUMN FIBER CEMENT n POST WRAP WRAPPED POST `LJ Sca'e: 1 1/2" = 1'-0,, CHAMFER FIBER CEMENT COLUMN BASE 5/4 FIBER CEMENT TRIM, PAINTED 5/4 FIBER CEMENT, PAINTED BUILDING WRAP COLUMN, PER STRUCTURAL (4)1x2 FURRING, INSTALL AS REQUIRED TO ADJUST FOR TWIST / BOW IN COLUMN t E BASE2 WRAP BALCONY COLUMN WRAP Scale: 1 1/2'' = 1'-0" HUT ISON SMITH &!To ARCHITECTS 220NOM27th5t BoimlO.83902 (208)338-1212 FA (203)33"11 hseemhila6.wm 13168 DRAWN: TM DATE MAY 23, 2014 SHEET 644 13168 I -JOIST PER STRUCTURAL FLOOR JOIST n TO SEAM CONNECTION Scale: 1 1/2" = 1'_0ii GYP -CRETE TOPPING SLAB OVER FLOOR SHEATHING PE STRUCTURAL BEAM WITH HANGERS AT END PER STRUCTURAL EDGE NAILING PER STRUCTURAL SHEATHING 4 NAILING PER STRUCTURAL JOIST HANGER PER STRUCTURAL �" WOOD FIBER BOARD Y" FIRE RATED GYPSUM BOARD Y" RESILIENT CHANNELS AT 16" O.C. V FIRE RATED GYPSUM BOARD SUSPENDED ACOUSTICAL PANEL CEILING. _V/2" SOUND BATTS REwsloNS 1.3168 SHEET HUTCHISON SMITH DR TM645 �) ARCHITECTS DATE zhF 1I 2)ONOM St Boiu. ID. B.]]02 (208)p8-1212 eix (zoa)»s.00u ivaercminn.wm MAY 23, 2014 Ads—AdA %" GYPSUM BOARD �IHUT H ISON SMIi) ARCHITECTS 270 NuM 2711E SC ftwq 1D. 83102 (208)338-1212 M(208)339 WWI hSdL[hilxumm 13168 DRAVft TM DATE MAY 23, 2014 SHEET • 13168 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 STRUCTURAL FIBER CEMENT SIDING OvER BUILDING WRAP, 3y" SOUND SEE ELEVATIONS BATTS FRAMING ANCHOR AT EACH FLOOR TRUSS ' PER STRUCTURAL Y" RESILIENT EDGE NAILING PER CHANNELS AT I6" O.C. STRUCTURAL a/8' FIRE RATED DOUBLE TOP GYPSUM BOARD PLATE SUSPENDED GYPSUM BOARD CEILING. SEE DETAILS A/900 4 A/901. 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. GYPSUM BOARD WALL TO FLOOR CONNECTION `♦ Scale: I" = 1'-0" �IHUT H ISON SMIi) ARCHITECTS 270 NuM 2711E SC ftwq 1D. 83102 (208)338-1212 M(208)339 WWI hSdL[hilxumm 13168 DRAVft TM DATE MAY 23, 2014 SHEET • 13168 Y FIRE RATED GYPSUM BOARD STUD WALL PER PLAN. SEE STRUCTURAL. FIRE RATED 5)�" SOUND BATTS, SEE GYPSUM BOARD SPECIFICATIONS 2x SILL PLATE PER STRUCTURAL DOUBLE TOP PLATE GYP -CRETE TOPPING SLAB OVER FLOOR SHEATHING PER STRUCTURAL FLOOR TRUSSES PER � JOIST HANGER PER STRUCTURAL STRUCTURAL / r I -JOIST PER STRUCTURAL WEB STIFFENERS PER JOIST MFR 3Y" SOUND BATTS Y2" RESILIENT CHANNELS AT 16" O.G. V FIRE RATED 3Y," SOUND GYPSUM BOARD BATTS Yz" RESILIENT SUSPENDED ACOUSTICAL PANEL CHANNELS AT 16" O.G. CEILING OR SUSPENDED GYPSUM BOARD CEILING AT SIM. FIRE RATED 5 GYPSUM BOARD /a FIRE RATED GYPSUM BOARD a/a" FIRE RATED GYPSUM STUD WALL PER PLAN. BOARD EXTENDS UP TO SEE STRUCTURAL. UNDERSIDE OF FLOOR 5Y" SOUND BATTS, SEE SHEATHING SPECIFICATIONS WALL TO FLOOR CONNECTION AScale: I" = P-0 -F:UV HUTCHISON SMITH JLJJV�oB ARCHITECTS 220 No"h 27th St Boim 1D. 83702 (208)338-1212 FAX(208)338-0011 hsaarchiuc6.wm 13168 DRAVVR TM DATE MAY 23, 2014 SHEET 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; -JOIST PER STRUCTURAL WEB STIFFENERS PER JOIST MFR M" SOUND BATTS Y" RESILIENT CHANNELS AT 16" O.C. �— a/a" FIRE RATED CEILING JOIST PER GYPSUM BOARD STRUCTURAL 5/a" FIRE RATED SUSPENDED ACOUSTICAL PANEL GYPSUM BOARD CEILING OR SUSPENDED GYPSUM BOARD CEILING AT SIM. CENTRAL %a" FIRE RATED STAIR GYPSUM BOARD STUD WALL PER PLAN. FIRE RATED GYPSUM SEE STRUCTURAL. BOARD EXTENDS UP TO 5Y` SOUND BATTS, SEE UNDERSIDE OF FLOOR SPECIFICATIONS SHEATHING WALL TO FLOOR CONNECTION - 40, scale: III = 1' -OIC -[:UR�810N& 13168 SHEET HUTCHISON SMITH ° 6' TM 4,8 MiV ARCHITECTS DATE Boix 1l 2]0 NoM 27th St ID. 83i@ 808)138-1212 FAX 1208U8A" 311 k"vcM1itw6.wm MAY 23, 2014 Rd5—RdR %" FIRE RATED GYPSUM BOARD 3y" 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 - 3�" SOUND BATTS, SEE SPECIFICATIONS FLOOR JOIST TO WALL CONNECTION To' SMITH ISON ?IO NotlM1 lith S[BoisglD Slii,>"a,,ARCHITECTS %" 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 3Y2" SOUND BATTS J " RESILIENT CHANNELS AT 16" O.G. V FIRE RATED GYPSUM BOARD BLOCKING WITH FRAMING ANCHORS PER STRUCTURAL STUD WALL PER PLAN. SEE STRUCTURAL. %" FIRE RATED GYPSUM BOARD WY" SOUND BATTS, SEE SPECIFICATIONS 13168 DRAWN 1M DATE MAY 23, 2014 SHEET %" FIRE RATED GYPSUM BOARD 314" 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. — V FIRE RATED GYPSUM BOARD — M" SOUND BATTS, SEE SPECIFICATIONS FLOOR JOIST TO WALL CONNECTION 5Cal_: 1II = x_041 REVISIONS: VHUTCHISON SMITH 270 NOM2TF SL Boue. ID.813� 120ftll18-12RMX CHITECTS( V GYPSUM BOARD STUD WALL PER PLAN. SEE STRUCTURAL. 5Y2" 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 3Y," SOUND BATTS ,Y' RESILIENT CHANNELS AT 16" O.G. %s" FIRE RATED GYPSUM BOARD BLOCKING PANEL AT 24" O.G. PER STRUCTURAL RIM BOARD WITH FRAMING ANCHORS PER STRUCTURAL STUD WALL PER PLAN. SEE STRUCTURAL. V FIRE RATED GYPSUM BOARD 5)4" SOUND BATTS, SEE SPECIFICATIONS ik3[l.7 TM MAY 23, 2014 SHEET 650 13168 FRAMING ANCHORS AT EACH STUD PER STRUCTURAL •ELEVATR 11, mg 1, P�wpgmp • I%►i: DOUBLE TOP W5" SOUND BATTS, SEE WOOD FIBER BOARD SPECIFICATIONS I/2" FIRE RATED SHEATHING a NAILING GYPSUM BOARD PER STRUCTURAL SUSPENDED ACOUSTICAL %" FIRE RATED PANEL CEILING GYPSUM BOARD 2x6 BLOCKING WITH FRAMING ANCHORS PER STRUCTURAL STUD WALL PER PLAN. Yz" RESILIENT CHANNELS SEE STRUCTURAL. AT 16" O.C. Yz" RESILIENT CHANNELS SHEATHING 4 NAILING AT 16" O.C. FIRE RATED EDGE NAILING PER GYPSUM BOARD STRUCTURAL SEE STRUCTURAL. 2x SILL PLATE PER 3Y," SOUND BATTS, SEE STRUCTURAL SPECIFICATIONS GYP -CRETE TOPPING SLAB 5Y" SOUND BATTS, SEE OVER FLOOR SHEATHING A[— PER STRUCTURAL STUD WALL PER PLAN. FLOOR JOIST PER SEE STRUCTURAL. FRAMING ANCHORS AT EACH STUD PER STRUCTURAL •ELEVATR 11, mg 1, P�wpgmp • I%►i: DOUBLE TOP PLATE WOOD FIBER BOARD STUD WALL PER PLAN. I/2" FIRE RATED SEE STRUCTURAL. GYPSUM BOARD FIRE RATED SUSPENDED ACOUSTICAL GYPSUM BOARD PANEL CEILING 3" SOUNp BATTS, SEE 2x6 BLOCKING WITH FRAMING ANCHORS PER STRUCTURAL SPECIFICATIONS Yz" RESILIENT CHANNELS AT 16" O.C. SHEATHING 4 NAILING PER STRUCTURAL STUD WALL PER PLAN, SEE STRUCTURAL. FLOOR JOIST TO FIRE RATED G GYPSUM BOARD WALL CONNECTION 5Y" SOUND BATTS, SEE SPECIFICATIONS Scale: 1'' = I'-0" g:UWHUTCHISON SMITH JL-MJP ARCHITECTS 270 N.h 27"St B.i ID. 837@ (208)338-1212 FA (20R)318-0011 ke it".rom 13168 SHEET DR TM 651 T v^MAY 23, 2014 R13168 d0_R57 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 V FIRE RATED NAIL JOIST TO TOP GYPSUM BOARD PLATE PER STRUCTURAL �" 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 3>4" SOUND ELEVATOR Barrs HOISTWAY NAILING PER STRUCTURAL DOUBLE TOP V RESILIENT PLATE CHANNELS AT 16" O.C. STUD WALL PER PLAN. 5/e" FIRE RATED SEE STRUCTURAL. GYPSUM BOARD SUSPENDED ACOUSTICAL 5/g' FIRE RATED PANEL CEILING GYPSUM BOARD BLOCKING WITH FRAMING 3)/2" SOUND BATTS, SEE ANCHORS PER STRUCTURAL SPECIFICATIONS RIM BOARD WITH FRAMING ANCHORS PER STRUCTURAL STUD WALL PER PLAN. SEE STRUCTURAL. FIRE RATED FLOOR JOIST TO G GYPSUM BOARD S" SOUND BATTS, SEE WALL CONNECTION SPECIFICATIONS Scab: 1" = 1'-0" HUTCHISON Ad I SMITH A ARCHITECTS va"oMaainsc easaio.a�,3 13168 I SHEET TM MAY 23, 2014 552 13168 NOT USED HUTCHISON REVISIONS 13168 SHEET DMTM / SMITH 653 ,i ARCHITECTSDAT II lmm 270 Noah 290lSc Bo641D_R1901 QOtl)318-tJ2 FA%(±UN)]1N-Wu'aorthn<c¢ T E: MAY 23, 2014 13168 R5 S_f.Sd NOT USED Scale: I" e -0, REVISIONS HUTCHISON SMITH ARCHITECTS SIU NaM 271M1 SL B-1, ID. 91702 (20x) 3191212F.X 120x1 d38L011 hsoamnnmis.mm N1.1. ,M DATE MAY 23, 2014 SHEET 654 13168 FLOOR SHEATHING AT LANDING 3 NOSING, TYPICAL LANDING NOSING B Scale: I I!2" I' -SD" WALL- BETWEEN STAIRS, BEYOND STAIR \ SKIRT i i t NAILING PER STRUCTURAL /5/i'FIRE RATED GYPSUM BOARD I GYP -CRETE TOPPING SLAB OVER FLOOR SHEATHING PER STRUCTURAL STRINGER PER STRUCTURAL WITH 2x4 NOTE: REINFORCING DO NOT OVER STRINGER HANGER PER GUT STRINGERS STRUCTURAL STAIRS AT 0 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 Scab: 3/4" = 1'-0" -t: HUTCHISON UW SMITH ARCHITECTS 270NOM 27th SC Bout ID. 83703 (208)338-1212 FAX(208)338011 hsaartM1iu¢B.wm 13168 TM DATE MAY 23, 2014 SHEET 655 13168 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 5/a11 FIRE RATED GYPSUM SHEATHING R-5 CONTINUOUS RIGID INSULATION SHEATHING 4 NAILING PER STRUCTURAL STUD WALL PER PLo 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 - 13 Scale: 3/411 = r-011 HUTCHISON Ad I SMITH �i ARCHITECTS 270 NnM 271F St Boia4 ID. 8377 (208)3381213 FA.\(263)338L 11 IuuRAilak.rom 13168 I SHEET IDRAVN TM DATE MAY 23, 2014 13168 5/e" 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 —1 DOUBLE TOP PLAT PER STRUCTURAL �I STUD WALL PER PLAN. SEE STRUCTURAL V' RESILIENT CHANNELS AT 16" O.C. %" FIRE RATED GYPSUM BOARD 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 – STAIRS AT SHEATHING 4 NAILING PER STRUCTURAL Y" RESILIENT CHANNELS AT 16" O.G. V FIRE RATED GYPSUM BOARD GYP -CRETE TOPPING SLAB OVER FLOOR SHEATHING PER STRUCTURAL NOTE: DO NOT OVER CUT STRINGERS 5 655 II I SECOND FLOOR LANDING Scale: 3/4" = P-0" WALL- BETWEEN STAIRS, BEYOND STAIR SKIRT NAILING PER STRUCTURAL STRINGER PER STRUCTURAL WITH 2x4 REINFORCING STRINGER HANGER PER STRUCTURAL V FIRE RATED GYPSUM BOARD REVI810N>� X168 SHEEP VIHUTCHISON SMITH °RTM 656 �B ARCHITECTS TM DATE 170 NoM 211h SL Bois5ID. 8])01 (208)339-1212 Fp%(208)1i8C011 hsaamhi�zm.mm 13168 MAY 23, 2014 C=q. CCn 5/a" 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 a NAILING PER STRUCTURAL f DOUBLE TOP PLATE PER STRUCTURAL STUD WALL PER PLAN. SEE STRUCTURAL YY" RESILIENT CHANNELS AT I6" O.C. V FIRE RATED GYPSUM BOARD 2x8 FLOOR JOIST AT STAIR LANDING PER STRUCTURAL JOIST HANGER PER STRUCTURAL BEAM PER STRUCTURAL SHEATHING d NAILING PER STRUCTURAL Ys" RESILIENT CHANNELS AT Iro" O.G. V FIRE RATED GYPSUM BOARD STAIR SKIRT GYP -CRETE TOPPING SLAB OVER FLOOR SHEATHING PER STRUCTURAL NOTE: DO NOT OVER CUT STRINGERS V FIRE RATED GYPSUM BOARD — NAILING PER STRUCTURAL STRINGER PER STRUCTURAL WITH 2x4 REINFORCING STRINGER HANGER PER STRUCTURAL V FIRE RATED GYPSUM BOARD STAIRS AT SECOND FLOOR LANDING Scale: 3/4" = P-0` ]::UVI HUT H ISON SMIARCHITECTS 270NDM27th St. 9aiu.ID.83702 (20) 338 FA (208)338-0011 hvtmhi�etts.�om 13188 DRAWN: TM DATE MAY 23, 2014 SHEET 65 13168 STAIR SKIRT %" FIRE RATED GYPSUM BOARD STRINGER PER STRUCTURAL WITH 2x4 REINFORCING STRINGER HANGER PER STRUCTURAL CEILING JOIST PER STRUCTURAL %,, FIRE RATED GYPSUM BOARD NAILING PER NOTE: STRUCTURAL DO NOT OVER BEAM PER CUT STRINGERS STRUCTURAL STAIRS AT UPPER INTERMEDIATE LANDING Scale: 3/4" = 1'-0" SMITH ISON ARCHITECTS 270 No 2M St Bom ID. 83702 (208)338-1212 FAX(208)333 WWI hae Lilc6.mm 13166 TM DATE MAY 23, 2014 SHEET 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 a STRUCTURAL NAILING PER JOIST HANGER PER STRUCTURAL STRUCTURAL STUD WALL PER PLAP 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 %,, FIRE RATED GYPSUM BOARD NAILING PER NOTE: STRUCTURAL DO NOT OVER BEAM PER CUT STRINGERS STRUCTURAL STAIRS AT UPPER INTERMEDIATE LANDING Scale: 3/4" = 1'-0" SMITH ISON ARCHITECTS 270 No 2M St Bom ID. 83702 (208)338-1212 FAX(208)333 WWI hae Lilc6.mm 13166 TM DATE MAY 23, 2014 SHEET 13168 WALL- BETWEEN STAIRS, BEYOND STAIR SKIRT -1 -) _n — I I / FIRE RATED GYPSUM BOARD V FIRE RATED GYPSUM BOARD GYP -CRETE TOPPING SLAB OVER FLOOR SHEATHING PER STRUCTURAL JOIST HANGER PER STRUCTURAL STRINGER PER STRUCTURAL WITH 2x4 REINFORCING NOTE: DO NOT OVER STRINGER HANGER PER CUT STRINGERS STRUCTURAL STAIRS AT FIBER CEMENT SIDING OVER BUILDING WRAP, SEE ELEVATIONS s/e" FIRE RATED GYPSUM SHEATHING R-5 CONTINUOUS RIGID INSULATION SHEATHING a NAILING PER STRUCTURAL STUD WALL PER PL, 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 W FIRE RATED GYPSUM BOARD NAILING PER STRUCTURAL BEAM PER STRUCTURAL UPPER INTERMEDIATE LANDING Scale: 3/4" = P -o" REVISIONS. HUTCHISON SMITH �i ARCHITECTS 200 NoM 27th St Bain, ID. 83702 (208)338-1212 FA.C(208)33"]1 he it".com 13168 DRAWN IN 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 - FLOOR TRU55ES 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. W, FIRE RATED GYPSUM BOARD SHEATHING 4 NAILING PER STRUCTURAL V RESILIENT CHANNELS AT 16" O.C. V FIRE RATED GYPSUM BOARD GYP -CRETE TOPPING SLAB OVER FLOOR SHEATHING PER STRUCTURAL WALL- BETWEEN STAIRS, BEYOND MDF CAP WITH APRON STAIR SKIRT JOIST HANGER PER STRUCTURAL mil V FIRE RATED GYPSUM BOARD NAILING PER STRUCTURAL STRINGER PER 2x8 FLOOR J015T AT STAIR STRUCTURAL WITH LANDING PER STRUCTURAL 2x4 REINFORCING CEILING JOIST PER STRUCTURAL NOTE: CEILING JOIST DO NOT OVER PER STRUCTURAL BEAM PER STRUCTURAL CUT STRINGERS STRINGER HANGER PER STRUCTURAL WALL- BETWEEN STAIRS, BEYOND %a" FIRE RATED STAIRSAT GYPSUM BOARD THIRD FLOOR LANDING A5ca le: 3/4" = I'-011 REVIeION& X168 SHEET HUTCHISON SMITH DRAM TM 658 �J ARCHITECTSDATT E 13168 370 NOM 37N SG Baisa 10.8J]@ (308)338-1213 FA%(JOB)JJB0011 hseercLil¢b.wm AWAY 23, 2014 FSS—FF7 WALL- BETWEEN STAIRS, BEYOND STAIR SKIRT E -T� � 6E II � U - �^ 3 L i � i NAILING PER STRUCTURAL STRINGER PER STRUCTURAL WITH 2x4 REINFORCING V FIRE RATED I GYPSUM BOARD I CENTRAL STAIR I g1 GYP -CRETE TOPPING SLAB OVER FLOOR SHEATHING PER CENTRAL $® STRINGER HANGER_ PER STRUCTURAL NOTE: DO NOT OVER - SHEATHING 4 NAILING PER STRUCTURAL - WE FIRE RATED EAST GYPSUM BOARD CORRIDOR 2g - 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 tA51 - SUSPENDED CORRIDOR ACOUSTICAL PANEL yg CEILING SYSTEM. SHEATHING 4 NAILING PER STRUCTURAL - V FIRE RATED GYPSUM BOARD STUD WALL PER PLAN. SEE STRUCTURAL 5V8' FIRE RATED GYPSUM BOARD 2x8 BLOCKING PER STRUCTURAL NAILING PER STRUCTURAL V 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: 3/411 = I' -o" Ad I SMITHISON �i ARCHITECTS 2M NoM 27tB St Bom, 1D. 83102 (2W)338 1212 FA (208) 338-00 11 Waait".wm 13168 DRAVMI: TM DATE MAY 23, 2014 SHEET V FIRE RATED GYPSUM BOARD NAILING PER STRUCTURAL — STRINGER PER STRUCTURAL WITH 2x4 REINFORCING STRINGER HANGER PER STRUCTURAL V FIRE RATED GYPSUM BOARD BEAM PER STRUCTURAL NOTE: DO NOT OVER CUT STRINGERS STUD WALL PER PLAN. SEE STRUCTURAL %" FIRE RATED GYPSUM BOARD CENTRAL STAIR AT SECOND FLOOR LANDING B Scale: 3/411 = 11 -011 SHUTCH MTH ISON &TO ARCHITECTS 270 NoM 27th SL Boiu, ID. 81M (208)118.1212 FA<(209)338L 11 haaam ilm¢.mm 13168 )RAAWlt TM )ATE MAY 23, 2014 SHEET 659 13168 SHEATHING 4 NAILING Y2" WOOD FIBER BOARD V FIRE RATED PER STRUCTURAL GYPSUM BOARD V FIRE RATED DOUBLE TOP PLATE GYPSUM BOARD CENTRAL PER STRUCTURAL EAST STAIR CORRIDOR 2® SUSPENDED CENTRALACOUSTICAL 5/sil FIRE RATED PANEL STUD WALL PER PLAN. GYPSUM BOARD SYSTEM. SEE STRUCTURAL STAIR SKIRT 4 NAILING 2x8 FLOOR JOIST AT STAIR GYP -CRETE TOPPING TURAL LANDING PER STRUCTURAL SLAB OVER FLOOR TED GYPSUM BOARD EDGE NAILING PER SHEATHING PER STRUCTURAL STRUCTURAL 2x8 LEDGER, FASTEN PER STRUCTURAL 2x6 LEDGER, FASTEN PER STRUCTURAL 2x6 FLOOR JOIST PER STRUCTURAL STUD WALL PER PLAN. SEE STRUCTURAL %" FIRE RATED GYPSUM BOARD CENTRAL STAIR AT SECOND FLOOR LANDING B Scale: 3/411 = 11 -011 SHUTCH MTH ISON &TO ARCHITECTS 270 NoM 27th SL Boiu, ID. 81M (208)118.1212 FA<(209)338L 11 haaam ilm¢.mm 13168 )RAAWlt TM )ATE MAY 23, 2014 SHEET 659 13168 Y2" WOOD FIBER BOARD V FIRE RATED GYPSUM BOARD 1T�EAST DOUBLE TOP PLATE JOIST HANGER PER STRUCTURAL PER STRUCTURAL SUSPENDED CENTRALACOUSTICAL PANEL STAIRCEILING SYSTEM. 4 NAILING TURAL TED GYPSUM BOARD STUD WALL PER PLAN. SEE STRUCTURAL %" FIRE RATED GYPSUM BOARD CENTRAL STAIR AT SECOND FLOOR LANDING B Scale: 3/411 = 11 -011 SHUTCH MTH ISON &TO ARCHITECTS 270 NoM 27th SL Boiu, ID. 81M (208)118.1212 FA<(209)338L 11 haaam ilm¢.mm 13168 )RAAWlt TM )ATE MAY 23, 2014 SHEET 659 13168 WALL- BETWEEN STAIRS, BEYOND MDF CAP WITH APRON — JOIST HANGER PER STRUCTURAL STAIR SKIRT i r—a`— i LZ i i i %" FIRE RATED GYPSUM BOARD NAILING PER STRUCTURAL — STRINGER PER STRUCTURAL WITH 2x4 REINFORCING CEILING JOIST PER STRUCTURAL CENTRAL STAIR GYP -CRETE TOPPING SLAB OYER FLOOR SHEATHING PER STRUCTURAL STAIR DO NOT OVER STRINGER HANGER L GUT STRINGERS 1 PER STRUCTURAL 5/a" FIRE RATED GYPSUM BOARD " WOOD FIBER BOARD FIRE RATED GYPSUM BOARD J015T HANGER PER STRUCTURAL SUSPENDED ACOUSTICAL PANEL EAST CEILING SYSTEM. IRRIDOR 2x LEDGER, FASTEN ma -1 PER STRUCTURAL \� SHEATHING 4 NAILING PER STRUCTURAL STUD WALL PER PLAN. SEE STRUCTURAL FIRE RATED GYPSUM BOARD CEILING JOIST PER STRUCTURAL BEAM PER STRUCTURAL WALL- BETWEEN STAIRS, BEYOND CENTRAL STAIR AT THIRD FLOOR LANDING Scale: 3/4" = P-0" uVI SM IT ISON 1.J.0J ARCHITECTS 270 NoM 27th St Bom ID. 83702 (208)1381211 FAY(208)3M-0011 M1saartM1it". 13168 DRAWk TM DATE MAY 23, 2014 SHEET 660 13168 SHEATHING 4 NAILING PER STRUCTURAL WE FIRE RATED GYPSUM BOARD EAST STUD WALL PER PLAN. SEE STRUCTURAL Faw ® 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 FIRE RATED GYPSUM BOARD J015T HANGER PER STRUCTURAL SUSPENDED ACOUSTICAL PANEL EAST CEILING SYSTEM. IRRIDOR 2x LEDGER, FASTEN ma -1 PER STRUCTURAL \� SHEATHING 4 NAILING PER STRUCTURAL STUD WALL PER PLAN. SEE STRUCTURAL FIRE RATED GYPSUM BOARD CEILING JOIST PER STRUCTURAL BEAM PER STRUCTURAL WALL- BETWEEN STAIRS, BEYOND CENTRAL STAIR AT THIRD FLOOR LANDING Scale: 3/4" = P-0" uVI SM IT ISON 1.J.0J ARCHITECTS 270 NoM 27th St Bom ID. 83702 (208)1381211 FAY(208)3M-0011 M1saartM1it". 13168 DRAWk TM DATE MAY 23, 2014 SHEET 660 13168 V FIRE RATED GYPSUM BOARD V x 16" PLYWOOD SKIRT BACKING ATTACH TO WALL FRAMING STAIR STRINGER 2x WALL FRAMING STAIR FRAMING DETAIL Scale: 1 1/2" = P-0" REVISIONS HUTCHISON SMITH =,"Hoz„ns BOog> zN73JARCHITECTS 13168 DRAWrt TM DATE MAY 23, 2014 §q I 661 13168 FIBER GEMENT BD. OVER BUILDING WRAP, SEE ELEVATIONS- 5/all FIRE RATED GYPSUM SHEATHING SHEATHING 4 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 - 4x8 HORIZONTAL BEAM PER STRUCTURAL NAILING PER STRUCTURAL /00 I I 2x8 LEDGER FASTEN IAT EACH STUD PER STRUCTURAL I 5/a'I FIRE RATED GYPSUM SHEATHING-----. I SHEATHING 4 NAILING PER STRUCTURAL--------.— STUD TRUCTURALSTUD WALL PER PLAN. ` SEE STRUCTURAL—� FLR. .� ELEV.. STAIR WELL OR FIRE RI5ER ROOM SHEATHING SHIM 2x8 TOP PLATE PER STRUCTURAL GYP -CRETE TOPPING j SLAB OVER FLOOR 11 SHEATHING PER I STRUCTURAL 1 I JOIST PER STRUCTURAL JOIST HANGER PER STRUCTURAL 17 — _ — NOTE: OCCURS AT SIM HORIZONTAL BEAM IN THE WALL AT STAI R AScale: III = II—K/II REVISIONS: X168 SHEET AdI HUTCHISON SMITH oRAwrt 662 �i ARCHITECTS DATE zia Nona 27th St eoue, io. e!ioz (108)338IE13 FAX (208) 338 131680011 n:,aRn�mv.wm A1AY 23, 2014 Ft5-CC7 2x8 ABOVE AND BELOW 4x8 NAIL TOGETHER W/ (2) ROWS OF Ibd A 10" O.G. (2)VI) THRU BOLT THRU THE ENTIRE SECTIONS NOTE: AT SIM 2x8 ARE CONTINUOUS OVER PERPENDICULAR BEAM AT INTERSECTION - NEST THE PERPENDICULAR BEAM BETWEEN THE (2)2x8 HORIZONTAL BEAM IN THE WALL JCdlE: P = li-on SHUTCH MTH ISON &:To ARCHITECTS 270 Nodi 271h Bt Bai ID. 83702 (208)338-1212 FAC(208)338- 11 h mhiwm.mm 13168 DRAWN TAI DATE: MAY 23. 2014 SHEET FIBER CEMENT SIDING OVER BUILDING WRAP, SEE ELEVATIONS %` FIRE RATED GYPSUM SHEATHING SHEATHING t NAILING PER STRUCTURAL - HORIZONTAL BEAM BEYOND- 7 WITH (2) FRAMING ANCHORS CONNECTED TO THE BEAM J PER STRUCTURAL ' IIUM V i- _J RIM J015T WITH FRAMING ANCHORS PER STRUCTURAL DOUBLE TOP PLATE PER STRUCTURAL - COLUMN PER STRUCTURAL GYP -CRETE TOPPING SLAB OVER FLOOR SHEATHING PER STRUCTURAL FLOOR JOISTS WITH HANGERS PER STRUCTURAL 2x4 CEILING JOIST WITH HANGERS PER STRUCTURAL BEAM PER STRUCTURAL FRAMING ANCHOR ONE SIDE PER STRUCTURAL COLUMN PER STRUCTURAL < BEAM TO WALL CONNECTION AT STAIR CSCa fie: III _ 11 oil K/ REVOON& 13168 SHEET °RTM VHUTCHISON SMITH 662 ,i ARCHITECTS DATE, 2IDNo h2>W SC Boiu, ID 83702 (208)318-1212 FAX (208)])8-0011 FuartM1ilm¢.wm MAY 23, 2014 13168 F SS_C. f.7 Y4" MDF SHELF WITH %"' RADIUS 4'-0" HIGH 2x4 WALL PER PLAN WE FIRE RATED GYPSUM 50ARD CLEAR FLOOR SPACE FOR MECHANICAL VENTS PER PLAN 4'-0" HIGH WALL AT LAUNDRY Scale: iii = 1'_011 REVISIONS: I HUTCHSMTH ISON &!To ARCHITECTS 270 Noah 27th SL Botm, 10. 83102 (208)338-1212 FA 12081 .3.38-0011 hvartFiltttrmm 13168 DRAVft TM MAY 23, 2014 SHEET 664 13168 V GYPSUM BOARD HEADER PER STRUCTURAL %" FIRE RATED - - GYPSUM BOARD r OUTLINE OF MAIL BOXES. SEE SPECIFICATIONS PLYWOOD SHELF 2x4 LEDGER WITH FASTENING PER STRUCTURAL STUD WALL PER PRE -FINISHED METAL PLAN. SEE �� FLASHING WITH DRIP EDGE STRUCTURAL - - - VB' GYPSUM BOARD 2x4 STUDS AT 16" O.G. 2x SILL WITH POWDER DRIVEN EDGE 2x BILL WITH POWDER DRIVEN FASTENERS PER STRUCTURAL NAILING PER FASTENERS PER STRUCTURAL CONCRETE SLAB STRUCTURAL CONCRETE SLAB PER PLAN PER PLAN 7--X-X--X X X X X X X X X X u SECTION AT MAILBOXES scale: P c li_0n HUTCHISON SMITH 1-1\CHITECTS 370 NOM 2Th SL Boiaq lD. Bl� (208)338-122 13168 DRAVM TM MAY 23, 2014 SHEET NOT USED A5cal�: I" = I'-0, REVISIONS HUTCHISON SMITH ARCHITECTS X90 Fow 271M1 SL B..1, ID. 0702 126113 19.1212 FAX (2M 1116-0)11 esearcM1nttsmm 13168 DRAWN: TM DATE MAY 23, 2014 SHEET 666 13168 A r- _9 501 SIM. JOIST HANGER PER STRUCTURAL COMPOSITE DECKING I I A 502 FLOOR JOIST PER I I STRUCTURAL ROUT OUT BOTTOM OF COMPOSITE DECKING AT COLUMN CAP AND FIT T.O. LNG I TIGHT TO VERTICAL POST SINGLE -PLY MEMBRANE ROOFING SYSTEM, SEE ( �— METAL DETAILS III, 112 4113. _ FLASHING CAP SHEATHING d NAILING FIBER CEMENT PER STRUCTURAL BOARD FACE TRIM BEAM PER STRUCTURAL TAPERED CEILING JOIST PER STRUCTURAL (TAPERED lY" TO WD Yz" RESILIENT C14AWELS AT 16" O.C. FIBER CEMENT SOFFIT WITH Ix2 FIBER CEMENT BATTENS JOIST HANGER PER STRUCTURAL BALCONY SECTION Neale: I" = P-0° REVISIONS HUTCH �ldSMITH ISON ARCHITECTS 270NOMMR Boitt,B3.83702 (208)3391212 M(208)3 MI) IuaarMiBch.mm 13168 )RAWFt TM )ATE MAY 23, 2014 SHEET BALCONY SECTION REVISIONS -FILHUTCHISON kq W - SMITH JLJIV ARCHITECTS PO Nudh 37Ifl SL Boise. ID_83702 (208) lin [212 F.YC 12081338.1Mll1 lu'aarehils¢wm 13188 1 SHEET (DRAWN: TM DATE MAY 23, 2014 13168 ROOFING OVER UNDERLAYMENT, SEE SPECIFICATIONS PRE -MANUFACTURED WOOD TRU55 26 GA. STYLE 'D' PRE -FINISHED METAL DRIP EDGE CONTINUOUS (TYP) a> TOP OF GUTTER 2 BELOW BOTTOM OF DRIP EDGE PRE -FINISHED METAL GUTTER ---_ SCREW GUTTER TO FASCIA THROUGH NEOPRENE WASHER 2x6 DF. (PRIMED) FASCIA WITH PRE -FINISHED METAL WRAP CONTINUOUS 2x6 SUB FASCIA WITH NAILING PER STRUCTURAL PRE -FINISHED METAL SOFFIT 2x4 AT EACH TRUSS GUTTER DETAIL AScale: 3" = P -o" Vi I SMITH ISON &! ARCHITECTS 270 NoM 37th 8c Bo¢e 1D. 8370 (308)338-1311 B.IC(203)3MMII hamhittt .wm REVISION& 113168 I SHEET ��7 1316868 AIAY 23, 2014 7nn_7ns 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 KICK -OUT FLASHING SELF -ADHERING MEMBRANE INSTALL SHINGLE NAILS 4i2" FROM WALL. DO NOT PENETRATE STEP FLASHING ASPHALT SHINGLES SELF -ADHERING ROOFING UNDERLAYMENT UNDERLAYMENT ROOF SHEATHING PER PLAN STEP FLASHING DETAIL Sca Is: N.T.S. HUTCHISON AEN>� 13168 SHEET !To vlsb'SMITH DRM 701 ARCHITECTS DATE 13168 2)ONaM 27tM1 St DOiu, ID. 93101 (108)])8 -lilt FA%(208)118-0011 n:,�miknmm MAY 23, 2014 inn_ ins 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 SITE t LOCATIONS. PAINT. i ROOF SHEATHING PER PLAN ASPHALT SHINGLES OVER UNDERLAYMENT PER SPECIFICATIONS PLUMBING VENT DETAIL Scale: N.T.S. REVISION& :TANdISMITH HUTCHISON ARCHITECTS 270 NoM 1768t BoBp ID. 83702 (208)338-1212 FA (208) 338-00 11 Iw tmm.mm 13168 )RAWN: TM )ATE MAY 23, 2014 SHEET 702 13168 GALVANIZED STAINLESS STEEL CLAMP EXHAUST VENT. PAINT.STORM COLLAR Z PAINT. SEALANT S�'4ipo ROOF SHEATHING PER PLAN ASPHALT SHINGLES OVER UNDERLAYMENT PRE -FINISHED METAL FLASHING PER SPECIFICATIONS JACK NO EXPOSED FASTENERS. COLOR TO MATCH SHINGLES / FLUE VENT DETAIL Scale: N.T.S. REVISIONS &!T,gd �H�ICHHISON ARCHITECTS 270 NOM 29h St BOim 1D. 83702 (208)338-1212 FAX(208)338-0011 haamhit"4 13168 )RAWR TM )ATE MAY 23, 2014 SHEET 703 13168 36" SELF-ADNER/NG UNOERLAYMENT A5PHALT 614INGLE5 LAP ROOFING UNDERLAYMENT I 2" OVER 5ELF-ADHERING ' UNDERLAYMENT IN A CONTINUOUS BEAD OF PLASTIC I A5PHALT CEMENT ' CLIP CORNER OF SHINGLES ROOFING VALLEY FLASHING DETAIL Hca Is: N.T.e, HUTCHISON REVISIONS: 13168 SHEET SMITH DFTM 704 ,iI ARCHITECTS DATE 13168 zoo e"nnrnns<eoa<. io_annz eoxi o=x-ia1a r,�e coni 3zx-wni n:"„d��,.<°m MAY 23, 2014 7nn_7ns 7 SHEATHING BACK %4'I MIN. RIDGE VENT INSTALLATION .UCTIONS. SEE ROOF PLAN 'IRE WALL LOCATION WHERE INUOUS SHEATHING IS IRED. Scale: 3" = I'-0" REVISION& -F:UW HUTCHISONI SMITH i) ARCHITECTS 270 No N 27th SL Bouq ID. 93702 (208)335-1212 FM(208)33"11 hsaamhila'�.com NAILING PER STRUCTURAL 'PROPYLENE RIDGE VENT 18 SQUARE INCHES NET FREE AREA PER LINEAL FOOT. LL RIDGE SHINGLE OVER IOOD ROOF TRUSSES I' O.C. OCKING EACH SIDE STRUCTURAL ,.,INUOUS2x PER STRUCTURAL 13168 )RAWN: TM )ATE MAY 23, 2014 SHEET 705 13168 NOTES: FIRE STOPPING PER 3M SYSTEM NO. WL2088 F RATING I -HR OR 2 -HR TO MATCH RATING OF WALL A65EMBLY T RATING I -HR OR 2 -HR TO MATCH RATING OF WALL A55EMBLY I -HR OR 2 -HR FI' RATED WALL ME "IRE CAULK OR -HR, 1114" AT 2- :0N6TRUCTION. ELEVATION 'IPE PENETRATI 7" DIA. BEAD C CAULK OR PUTT' SECTION FIRE STOP PIPE PENETRATION 5cd le: N.T.S. REVISION& -1::UV HUTCHI SMITH ISON ARCHITECTS 270Nm 27th St Bono ID. 82102 (208)338-1212 M(208)338-0011 huerthi,aa wm 13168 DRAWN: TM DATE MAY 23, 2014 SHEET 13168 NOTES: FIRE STOPPING PER 3M SYSTEM NO. WL3001 F RATING I -HR OR 2 -HR TO MATCH RATING OF WALL ASSEMBLY T RATING I -HR OR 2 -HR TO MATCH RATING OF WALL ASSEMBLY ELEVATION I -HR OR 2 -HR FIRE RATED WALL MEMBRANE FIRE CAULK OR PUTTY, 5/8" AT I -HR, 11/4" AT 2 -HR FIRE RATED CONSTRUCTION. CABLE PENETRATION 1/4" DIA. BEAD OF FIRE CAULK OR PUTTY r Scalp: N7-5. REVISIONS HUTCHISON SMITH ARCHITECTS 270 NoM 27th St B"ix, ID. 83702 (208)3384212 FA (208) 33801 1 h 6iwW,.m WALL CAVITY SECTION 13166 I SHEET DRAWN: TM DATE MAY 23, 2014 "I 13168 0 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 PANED Scale: 3" = I' -o" REMION& V� HSI CHHISON �i ARCHITECTS 2I0N0M 2/1h St 9oi S 1D. 83702 (208)338-1212 FA (208)}38-0011 ba=hil .mm 13168 )RAYM TAI )ATE MAY 23, 2014 SHEET FIBER CEMENT SIDING. SEALED BUILDING WRAP. LAP OVER FLASHING. DO NOT CAULK THIS JOINT. PRE -FINISHED METAL FLASHING OVER MOUNTING BLOCK V4" x FIBER CEMENT MOUNTING BLOCK FIELD VERIFY EXACT SIZE 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 Scale: 3" = I' -o" REVISION& VI SM IT ISON 0i ARCHITECTS 270 NOM 2710 St Boi 10.83]02 (208)318.1212 FA (208)i38-0011 hLilCL t"wm 13168 TM DATE MAY 23, 2014 SHEET SIMULATED STONE VENEER SAWCUT DRIP KERF AT HEADER STONE 2" REVEAL AROUND ALL SIDES. TYPICAL - V4" x FIBER CEMENT MOUNTING BLOCK. FIELD VERIFY EXACT SIZE BASED ON ITEM BEING ATTACHED. ,�" 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 AT STONE ®DETAIL • ` Scale: 3" =-[:U HUTCHISON REVI8bN>� 13165 SHEET _ DRAM TM / SMITH 710 of ARCHITECTS PO MM 27Ih SL MmID. 83702 (208) 333-1212 F,ix (208) 338m1 1 DATE MAY 23, 2074 7 3168 7nq-71n FLASHING/BUILDING WRAP UNDER SILL 1" x l " BUCK AROUND OPENING CAULK ALL AROUND FASTENER SILL PER SPECIFICATIONS W, GYPSUM BOARD 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. BATT INSULATION — SHEATHING PER PLAN 1x6 FRAMING � WINDOW SILL AT STONE oc�;a gid: i REV1810N& 13168 SHEET VHUTCHISON / SMITH �) ARCHITECTS ito NoM 27th SC Dom ID. 83702 (108)]381] FbrQ08)3?8-0011 n..�ma�om °w,wrr 801 13168 am _ ano IAAY 23, 2014 i WINDOW JAMB AT STONE Scale: 6" = 1'-o" REVISION& VIS I CHHISON DO NaM MBt. Boiu. ID. 83702 (?Bg)M-12 ARCHITECTS 270 .ATED STONE VENEER, EXTERIOR 'ATIONS :RAMING CONTINUOUS RIGID ATION )THING PER PLAN .ANT ADHERING WING MEMBRANE 4" FIBER CEMENT SEE EXTERIOR 'ATIONS. PAINT. ANT ED BUILDING WRAP - FLASHING AT JAMB ANT BEHIND FIN 13168 DRAVM 1M DATE MAY 23, 2014 SHEET 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 Scale: %" = I'-0° VISMITH ISON i� ARCHITECTS 270 NoM 27th St Bojm ID. 83702 (208)338-1212 PAC(208) 338.0011 h r6iimmmm 13168 DRAWN: TM DATE MAY 23, 2014 SHEET r HE 5�8 Bf C. Of CEMENT SIDING, SEE 210R ELEVATIONS fHiNG 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 1TIONS. PAINT. INT BEHIND NAIL FIN WT ADHERING FLASHING BANE )WINDOW HEAD AT SIDING - sr A ale: &" = 1'-0" HUTCHISON REVISION& 13168 SHEET SMITH °RAND 8O5 �i ARCHITECTS °AMA' 1 3168 270 NOM filth St Boiu, ID. SU702(]08)3)8.1312 FAC (206)))8-0011 Mu¢hi¢cn.mm MAY 23, 2014 Ani—Roo % ( B0� CAU BAT 2x6 Scale: %" = 1'-0" SHEATHING PER PLAN SEALED BUILDING WRAP R-5 CONTINUOUS RIGID INSULATION SIMULATED STONE VENEER SEE EXTERIOR ELEVATIONS SEALANT I" x t " BUCK AROUND OPENING x 4" FIBER CEMENT TRIM, SEE EXTERIOR ELEVATIONS. PAINT. SPRAY -FOAM INSUL WOOD DOOR FRAME, PAINT DOOR PER DOOR SCHEDULE REMIONS 066 1 SHEET HUTCHISON SMITH °Rnwnt 806 �i ARCHITECTS OATS 270 NoM 27W SL Boise, IO. S370 (209)FAX (208) 338-00hsuazcM1i¢c¢.cam 13168 MAY 23, 2(114 Ant_A(10 DOOR JAMB AT SIDING Scale: io° = 1_0 N �I SMITHISON i) ARCHITECTS 270 Notlh 27th SL Boi ,Ip. 83702 (308)3381212 FAC(208)33"]1 Faau�hiian.com SHEATHING PER PLAN =1BER CEMENT SIDING, SEE EXTERIOR ELEVATIONS BATT INSULATION R-5 CONTINUOUS RIGID INSULATION SEALANT SEALED BUILDING U1RAP I" x I2" BUCK AROUND OPENING 5'4 x 4" FIBER CEMENT TRIM, SEE EXTERIOR ELEVATIONS. PAINT. SPRAY -FOAM INSULATION UIOOD DOOR FRAME, PAINT DOOR PER DOOR SCHEDULE 13168 )RAYM TM )ATE MAY 23, 2014 SHEET DOOR JAMB AT SIDING Scale: &" = 1'-0" REVISIONS: HUTCHISON SMITH CHITECTS 270 NOM 27th SL Boiu, ID. 837M (208) SHEATHING PER PLAN FIBER CEMENT SIDING, SEE EXTERIOR ELEVATIONS BATT INSULATION R-5 CONTINUOUS RIGID INSULATION SEALANT SEALED BUILDING WRAP I" x V BUCK AROUND OPENING V4 x 4" FIBER CEMENT TRIM, SEE EXTERIOR ELEVATIONS. PAINT. SPRAY -FOAM INSULATION WOOD DOOR FRAME, PAINT DOOR PER DOOR SCHEDULE 13168 DRANTk TM DATE MAY 23, 2014 SHEET • r • / • CONCRETE SIDEWALK SLOPE 1.5% MAX. EXPANSION JOINT DOOR AND FRAME. SEE DOOR SCHEDULE, SHEET A92 AND SPECIFICATIONS. NEW ALUMINUM THRESHOLD PER HARDWARE SCHEDULE IN SPECIFICATION. SET IN SEALANT OR DRY -PACK SEE DOOR SCHEDULE. ,THRE5H0LD5 AT ENTRY DOORS TO BEY" HIGH MAXIMUM AND MEET ADA REQUIREMENTS. CONCRETE SLAB ON GRADE DOOR THRESHOLD DETAIL &call: all - '-01 i REVISIONS 13168 SHEET HUTCHISON / SMITH D1 TM 809 Vo, ARCHITECTS DATE 1 ]voeonn 17th s,. oo:�o in 81702 (208) 338.1212 FAX taoni>>nmii 1u�emnnrou.cmn MAY 23, 2014 nni _ l—R nno INSTALL SUSPENDED GsYP CEILING: SYSTEM PER UL L526 GYPSUM BOARD SUSPENDED CEILING GRID SYSTEM Scale: 111 = 11-01i HUTCHISON SMITH ARCHITECTS 270 NoM 27th SG Bobs. 10.$3702 (208)338-1212 FdN(208)33"11 M1 axhit%M< 13168 )RAM TM )ATE MAY 23, 2014 SHEET INSTALL SUSPENDED GYP CEILING SYSTEM PER UL L526 GYPSUM BOARD SUSPENDED CEILING GRID SYSTEM AScale: 3" = P -o" HUTCHISON REVISIONS 13168 SHEET SMITH DRAVM TM 901 �i ARCHITECTST OATS 13168 no Xunn nm sc eon. io.snaz (208) 338-1212 FAX (208)1)80011 n.+aarmn«v.mm AWAY 23, 2014 onn_onm