Loading...
HomeMy WebLinkAboutPlansGENERAL NOTES A. TINE LATEST EDITION OF AIA DOCUMENT A201 I. THE BUILDING INSPECTOR SHALL BE NOTIFIED BY THE 'GENERAL CONDITIONS OF TIIE CONTRACT FOR CONTRACTOR WEB{ THERE 15 NEED O= INSPECTION AS CONSTRUCTION", 15 HEREBY MADE A PART OF THESE REGUIRED BY THE INTERNATIONAL BUILDING CODE OR CONTRACT D00R-ERT5, EXCEPT AS AMENDED HEREIN. BY ANY LOCAL CODE OR ORDINANCE. CORES ARE ON FILE AND ARE AVAILABLE FOR INSPECTION AT THE OFFICE OF THE ARCHITECT. J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY AND CARE OF ADJACENT PROPERTIES B. THE GONTRAGT DOGUMBNTS CONSIST OF THE DURIN5 GON51R)GTION FOR COMPLIANCE w1TH AGREE14W, THE GENERAL NOTES AND THE DRANINGS, FEDERAL AND STATE OS.HA REGULATIONS, AND FOR WHICH ARE COOPERATIVE AND CONTRUWS. WORK THE PROTECTION OF ALL WORK UNTIL IT 15 DELIVERED INDICATED OR REA50NA13LY IMPLIED IN ANY ONE OF COMPLETED TO THE OWNER THE DOCt MENTS SHALL BE SLPPLIE12 A5 THOIXH RALLY COVERED IN ALL. ANY DISC.REPAWY BE PEEN K. ALL DIMENSIONS NOTED TAKE PRECEPENCE OVER THE DIFFERENT PARTS SHOULD BE REPORTED TO THE SCALED DIMENSIONS. DIM E510N5 NOTED "H.TS.' ARCHITECT IMMEDIATELY. DES NDT TO SCALE. G. ALL WORK SHALL COMPLY WITH ALL STATE AND L. CONTRACTOR SHALL VERIFY AND COORDINATE ALL LOCAL CODES AND ORDINANCES, AND SHALL BE OPENINGS 711R0116H FLOOR5, CEILINGS AND WALLS PC-RFORFED TO THE HIGHEST 5TANDARD5 OF WITH ALL ARONTECTURAL, STRUCTURAL., MECHANICAL, CRAFTSMANSHIP BY JOURNEYMAN OF THE PLUMBING AND ELECTRICAL DRANNGS. APPROPRIATE TRADES. M. CONTRACTOR WILL A555IR1E RESPONSIBILITY FOR D. THESE DOGUMBNT5 ARE INTENDED TO INCU.VE ALL ITEMS REWIRING COORDINATION AND RESOLUTION LABOR, MATERIALS, EQUIPMENT AND 5ERVIGE5 DURING THE BIDDING PROCESS. REQUIRED TO COMPLETE ALL WORK DESCRIBED HEREIN. IT 15 THE RESPONSIBILITY OF THE N. VERIFY ALL SPACE DIMENSIONS AS SHOWN WITH CONTRACTOR TO BRING TO THE ATTENTION OF THE E:QSTIN6 JOB CONDITIONS BEFORE STARTING ARCHITECT ANY CONDITIONS NEIGH HILL NOT PERMIT CONSTRUCTIONR, GONSTRUCTON ACCORDING TO THE INTE3NnoN5 OF THESE DOCAWN15. IT 15 THE RESPONSIBILITY OF THE 0. WERE WORK 15 INSTALLED OR EXISTING FINISHES ARCHITECT TO PROVIDE DETAILS AND/OR DIRECTIONS ARE D1511I1BED, REFINISH SUCH AREAS TO MATCH REGARDING DESIGN INTENT HERE IT 15 ALTERED BY EXISTING. THE EXISTING CONDITIONS OR W1E2E NEGLECTED IN THE DOCUMEH1`5. P. CHEGK AND VERIFY CONTRACT DOCUMENTS, FIELD CONDITIONS FOR AGGURAGY, GOWIRMING THAT ALL E. ANY MATERIALS PROPOSED FOR SUBSTITUTION OF WORK 15 BUILD ABLE AS 514OPI N BEFORE PROCEEDING nKnE SPECIFIED OR GALLED OUT BY TRADE NAME IN WITH GON5TR1YTION. IF THERE ARE ANY QE5TION5 THESE DOCUMENTS SHALL BE PRESENTED TO THE REGARDING THESE OR OTHER COORDINATION ARCHITECT FOR REVIE•L THE CONTRACTOR SHALL QE5TIOH5, THE GOMRAGTOR 15 RESPONSIBLE FOR 5LeMIT SAMII1E5 NWEN REQUIRED 13Y THE ARCHITECT, OBTAINING, CLARIFICATION WITH THE ARCHITECT AMID ALL 9" SAMPLES SAMPLES SHALL BE BEFORE PROCEEDING, WITH YHORK OR RELATED WORK RE/IEMED BY THE ARCHITECT BEFORE THE WORK 15 IN ,GVESnON. PERFORMED. WORK MUST CONFORM TO THE REVIEWED SAMPLES. ANY PICRIC NEIGH DOES NOT G. E C44 MISGEJANEOU5 ITEM OF CUTTING, PATChpNG, OR CAONPORM SHALL BE REMOVED AND REPLACED WITH FITTING 5 NOT NECE56AFJLY INDNIDUALLY WORK MGH CONFORMS AT THE GONTRAGTORS DESCRIBED HEREIN. NO SPECIFIC, DE5GRIPTION OF EXPESE. 9115 OLTRACTOR SHALL SUBMIT REGUIe5T5 ORTINS, PATCHING, OR FITTING REQUIRED TO AND 5AM1PLE5 FOR THE REVIBV THROUGH THE PROPERLY ACCOMMODATE THE SCOPE OF WORK GENERAL CONTRACTOR MEN HORK 15 LET THROUGH 5HALL RELIEVE THE CONTRACTOR FROM THE HIM OR HER. REQUIRED VERIFICATIONS AND RESPONSIBILITY TO PERFORM SIUC.H WORK AS SUBMITTALS TO BE MADE IN ADEQUATE TIME AS NOT REQUIRED. TO DELAY WORK IN PROGRESS. R ANY Gue5TIONS REGARDING THE INTEW OF THE F. ALL R5GM5T5 FOR 51155TITUTIO5 OF ITEMS DRAMIN65 OR SPECIFICATIONS ARE TO BE CLARIFIED SPECIFIED SHALL BE SUBMITTED IN WRITING TO THE WITH THE ARCHITECT BEFORE ORDERING MATERIAL5 ARGNITECT AND WILL BE CO51DERED ONLY IF OR PROCEEDING WITH THE HORK IN QESTION OR BETTER SE3.2VIGE FACILITATES MORE ADVANTAGEOUS RELATED WORK. DELIVERY DATE, OR A LESSER PRICE NTH CREDIT TO THE CLIENT WILL BE PROVIDED WITHOVr SACRIFICING 5. ALL ITEMS ARE NEW LNILB55 GALLED CUT AS EXISTING. QUALITY, APPEARANCE, AND/OR RRNGTION, MOM NO GIRCU-STANCE WILL THE ARCHITECT BE REQUIRED TO T. AREA OF SEPTIC FIELDS MUST BE LEFT UNDISTURBED PROVE THAT A PRODUCT PROPOSED FOR AND PROTECTED WRING CONSTRUCTION. SUBSTITUTION 15 OR 15 NOT OF EQUAL QUALITY TO THE CONTRACTOR 15 RESPONSIBLE FOR STAKING AREA E PRODUCT SPECIFIED. FENGIN6 AROUND IT. 6. ALL WORK SHALL BE EREf TED PLUS AND TR1E-170-1-INE IN ACCORDANCE WITH EEST PRAGTIGE5 OF THE TRADE AND MAHWAGTiRRBRS RECOMMENDATIONS FOR THE PARnOLNR ITEM. H. SHOP DRMNNS5 SHALL BE 51,11"TTED TO THE ARCHITECT FOR HIS OR HER REVIEW YIFERE GALLED FOR ANYWHERE IN THESE DOCUMENTS. REVIBI SHALL BE MADE BY TIE ARGNITEGT BEFORE THE WORK 15 BEGUHi, AND WORK SHALL CONFORM TO THE REIA54ED SWOP DRANNCTv, SIB.ECT TO REPLAG@ffNT AS REGAAWD FOR SAMPLES IN PAR E., ABOVE. ARCHITECTURAL SYMBOLS 0103 LE $ I -PAN 461.0' Ter OR l;EWII1W PONT BEVATIaS 0 j' EXISTING CONTa1RS BEVATION NMW ON HkSH 51DE jMM URS EBr COONTOCON NOTED ON HIGH SIDE ITB -I T TEST BORING DE5LRIPiION LEVY LLE Y g,0/AnON OKNXA TYPE DESIGNATION I W-I 2X6 OOUDIN 6mv PM614ATION PETAL. RE ERBIOE DRANN6 NMB R MILDING SECTION, KkL SECTION, AND ELEVATION 14715i0a DRAYLN6 NaBER -b'J• a"FaM 1 v 2I:v;I 1/20 PRIW&ON DES&ATION 202 DOOR 06B2 DESLsxanox O DASH AtOLXir LINE- - - - - - - - 17AR1 MID iX11BIF 1)6T I W DASH® U NE ------------------------ BREAK LINE # DRAWING TITLE MEET SCALE FOR aNTER LANE5, RWR LINES IN EXTERM HPVATIQYS, PROXYTED LINES FOR FR 'ERTY UN M BMWAR( UNE-3 FOR HOM UNE5 (ABODE OR BaOW TO BREAK OFF PARTS OF PRAMN65 A MINE TITLE AND SOME PROIECT INFORMATION PROJECT: BUFFALO VALLEY APARTMENTS APPLICABLE BUILDING CODE: 2015 I.B.C. ✓/ 3637 HIGHWAY 82 CODES: ENERGY CODE: 2009 IECC V GLENWOOD SPRINGS, CO 81601 PLUMBING CODE: 20151.P.C. ✓ MECHANICAL CODE: 2015 I.M.C.✓ PARCEL ID: 21852710029 ELECTRICAL CODE: 2014 N.E.C. FIRE/LIFE SAFETY: 2015 I.F.C. LEGAL FUEL & GAS CODE: 21015 I.F.G.C.✓ DESCRIPTION: SEE PLAT & SURVEY GARFIELD COUNTY LAND USE CODE✓ ANSI & ADA - Al 17.1 20091 C ZONE DISTRICT: SETBACKS: C/L✓ / DESIGN CRITERIA: 50' FRONT, 20' ALL OTHER✓ ROOF SNOW LOAD: 40 PSFL CONCRETE WE NG: SEVERE WINO SPEED 90 MPH MAX HEIGHT: 40'� SEISMIC: B FAR: 5:1 ✓ DECAY: NONE FROST DEPTH: 36" ✓ PROPERTY TERMITE/DECAY: NONE TO S IGHT✓ AREA: 96,020 SF (2.204 t ACRE) V WINTER DESIGN TEMP: -2 DE . F PROPOSED IBC BLDG. 1 R-2 = 29,672 SF BLDG. 2 R-2 = 28,873 SF ICE SHIELD: YES ✓ FLOOR AREA: BLDG 1 S-1 = 2,712 SF BLDG. 2 S-1 = 3,606 SF AIR FREEZING INDEX: 2500 D F MEAN ANNUAL TEMP: VARIAB GRADE LINES: SEE ELEVATIONS WIND SPEEDIEXPOSURE: 11 OCCUPANCY R-2 PRIMARY WITH S-1 AT LOWER INSULATION REQUIREMENTS: TYPE: LEVELS, (SEPARATED {1-HOUR) MIXED USE) CEILING/ROOF: R-38 ✓ CONSTRUCTION WALLS: R-20✓ TYPE: TYPE VB, 3-STORY FLOORS: R-30 OR FILL CAVITY SPRINKLER: FULLY SPRINKLED, (NFPA 13) INCLUDING BALCONY BASEMENT WALLS R-10/13 (TO FROST 9 AREAS & ATTIC SPACES, SEE FLOOR PLANS FOR FIRE SLAB PERIMETER: R-10 0 24" DEPTH V` XT. LOCATIONS � CRAWLSPACE: R10/13 WINDOW/DOORS U=.35V SOILS: VREF: HP GEOTECH REPORT NO. 113 106A, SKYLIGHTS U=.6 NOVEMBER 30, 2015 L/ ABBREVIATIONS ABV. above EAFA. each face - M.N. manhole SF.GL. safety glass A.F.F. above finished floor E east MFR. manufacture (er) SOW. schedule AEG. access ELEC. electric (at) MRS. marble SNT. sealant ACC.FL access floor EP. electrical panelboard MAS. masonry 51'G. seating AP. access panel EAL. electric water cooler MO. masonry opening 51IK section ACOU. acoustcal EL. elevation MAIL. material SHTH. sheathing ACPL acoustical plaster ELEV. elevator MAX. maximum 5HT. sheet ACT ALRPL acousticat the acryI lc EMER6. ENCL. emergency (ore) MESH, M.G. mechanical 5H.GL sheet glass plaster enclose medicine cabinet 5H0. shore / shoring ADD. addendum EG. equal MED. medium 5IM. similar ADH. adhesive EdNP. equipment MBR master bedroom SKYLT. skyllght AD-1. a�lacent E5G. escalator MEMB. membrane 5L sleeve ADJUST. adjustable EXGAV, excavate MTL metal S.C. solid core A66. aggregate EMT. exhaust M.F.P. metal floor decking 5P. sound proof (ing) NC, air conditioning EXIST. existing M.R.D. metal roof decking 5.TL. sound transmission ALT. alternate EXP. expansion M.THR. metal threshold coefficient ANLM aluminum ExT. exterior M meter 5 south ANCH. anchor, ontarage MM millimeter 5PCIP spacer ANOD. anodized F.O. face of MINK. millwork 5PKR, speaker APPROX approximate F.BD. fiberboard MIN. minimum SPEC. specification (s) ARQf. architect (oral) F.6La fiberglass MR. mirror SCE. square AD. area drain FIN finish (ed) MISS. miscellaneous 55TL. stainless steel A6B. asbestos FINFL.R finished floor MOD. modular STD. standard A5FK asphalt FA fire alarm KX6. moulding STA. station A.T. asphalt the PRIM. fire brick MT. mount STL. steel AUTO. a omatic F.E. fire extinguisher MTD. mounted STOP. storage F.E.C. fire extinguisher cabinet MOV. move (able) SD. storm drain El5w. basement F.H.5. fire hose cabinet H)LL mullion STRICT. structure / structural DR&. bearing F.PL fireplace S.C.T. str,cUr•al cloy tile BPL. bearing plate FP. fireproof MAT. natural 5115F, suspended BOX. bed joht FRL fire-resistant coating N.R. noise reduction SYM, symmetrical 5WW_ bench mark FRT. Fire-retardolt NRG. noise reduction coeFf. SYN. synthetic BTNN. between FLSH6. flashing NOK nominal SYS, system BEV. bevel (ed) FLEX flexible NONi nonmetallic BITLH. b{turninous FIR floor N north TKBD. tack board BLK block FLRLO. floor clean out N.I.C. not In contract TKSTR tack strip BLK6. blocking FD. floor drain N.TS. not to scale TEL. telephone BD. board FLRPL floor plate T.V. televislon B5, both sides FLUOR fluorescent 05a obscure T.G. terra Gotta SA both ways T-LR.Jr. floor joint OL. on center TZ. terrazzo BIM, bottom FOUND. foundation OPAL. opaque THHC thick (ness) BRK. brick FR6. framing OF&. Opening RR. threshold E RZ. bronze RRAIR fresh air OAJ5T. open web Joist TPTN. toilet partition BLDG. building F.B.O. furnished bbyu others OPP. opposite TPD15P. toilet paper dispenser BLU.P. built up roofing RR furred (ng7 OPPH. opposite hand TOIL tolerate BBO. bullletin bd- R)T. future OPPS. opposite surface Ttb tongue and groove OD. outside dlameter TB. towel bar GAB. cabinet GA. guage, B.A. overall TOL. top of column CPT. carpet GAIN. galvanized O.H. overhead TDLONG.top of concrete 05W. casement GSKT. gasket TOP. top of footing G.I.P cast In place GL. general contractor RUT. paint T.O.J. top of joist G.5T. cast stone GL glass PTO. painted TRANS. trmsom CB. catch bash GLBLK. glass block FNL. panel T tread CK. caulk (Trig) GLL.MU. glazed cone. masonry unit P.D. panic bar Tyr. typical CL& ceiling 45L5.T, glazed structural tile F.TDISP. paper towel dispenser C1611F. ceiling height GB. grab bar P.TREG. paper towel receptacle UL. undercut GEM. cement CRT. grout PAR parallel LIFIN unfinished GM centimeter GAB. gypsum wall board PK6. parking LR. urinal CEL ceronic GYPG. ggperete PBD. particle hoard G.T. ceramic the GYPPL gypsum plooter PTR partition V.JT. vJolnt G.M.T. ceramic mosaic the GYF.T. gypsum tile PVMT. pavement V.B. vapor barrier CHBO. chalk board PEW. perforated VAR. voles GRAM chamfer (ed) HOW. hardboard PERIM. perimeter VNR. veneer C IRO. ctromiun "M hardware PLA6. piaster VERM. vermiculite CLIP clear (once) Hi hardwood PLAM. plastic laminate VERT. vertical CEO. closet HD.JT. head joint PL. plate VA5. vertical grain COL. column fDR. header P.L.F. pounds per lineal foot VIN vinyl COMB. combination H76. heating PL.6L. plate glass V114a vinyl base COMFIT. compartment. HVAG heating/ventilation/ FT. point VINF. vinyl fabric COMPO. composition (composite) air conditioning P.VL. polyvinyl chloride VIN.T. vinyl the GOMPR. compress (ed) (lord (Ible) WvYD. hheeaavvyy duty P.TLONG.post-tensioned concrete GONG. concrete HT. helgh} P.G€,ONG.Pre L i or reIT foot er mea I'SCT. wainscot C.M.U. concrete mason unit HEX hexag anal FF''ou wall to wall CONTIN construction HB. tollow P.S.F.pounds per square foot P P sQ N.H.MH. wall hu�q CO}fiIN. continuous H.C. care hollow core PS.I, pounds per square Inch HyL. water closet COMM contract/contractor H.M. hollow metal PREFAB. prefabricated waterproofing GLL contract limit line HOR1Z. horizontal PREFIN. prefinished YLREP. G.JT. control joint HR hour PS.CONG.prestressed concrete �. WQ�fs�pellent CPPR copper r H.D. he du heavy ty P.L.property Ilne MAR welded wire fobrlc �c�+ d HYNH hot water heater IN Nest CORP. corrict Cl G.T. quarry tile YH, width /wide GTR counter IBL. International Building code NOW. window G.FL counter flashing INGIN Incinerator REBT. rabbet RG1.5. wire lass GTR51C counter sunk INCL include (Ing) PAD. radius KM. cane mesh G%. course ID. Irskte diameter REF. reference/refer to NUO without GUFT. cubic foot ISUL. insulate (Ing) RFL. reflect (ed) Cve) (or) ND wood C I.YD. cubic yard INN. Interior RE R. refrigerator WDB. wood base DFR. dapper INTERIM. INV. Intermediate invert REG. REINF. register reinforce (ed) MPr. working point D.P. dampproofing REP. reinforced concrete pipe DL dead load JLL. janitor closet REM. remove DB401_. demolish Jr. joint REa resilient DEP. depress (ed) J.F. joint filler RET. return SYMBOLS USED AS AEIEIREVIATIONS, DAL detail 11517. joist R.A. return air DLAG. diagonal Rva reverse (side) d ¢ angle DIAM. diameter KPL. kick plate REV. revision / revise C centerNne, channel DISPR. dispenser KIT. kitchen R.I.I. right hand d DIV. division K.O. knock out RDA'U right of way penny perpendicularl M door R riser -L D.H. double Nang L EL label RVT. rivet round DIN. down LAB laboratory PD. roof drain IP D5. dowrepout LAM. laminate WHCH. roof hatch L angle Dom. drain board LAV. lavatory RF6. roofing D.T.drain the LH. laft hand RM. room DWR. drawer L&TN lenngc7th RD. rough opening DWG. drowng LT. Ilght IRS. rubber base D.P. drinking fountain LL. light control RB.T. rubber the 12A dishwasher LTPF, lightproof R351, rubble stone LTIWT. light weight LM5. limestone LTL lintel ILL. live load LPT. low point LTLOMG. Ilghtweight concrete SURVEY : ARCHITECTURAL HEIGHT EQUATION BLDG. 1: SURVEY ELEVATION 5,878.332' = ARCH. ELEVATION 100'-011 BLDG. 2: SURVEY ELEVATION 5,868.622' = ARCH. ELEVATION 100I-0" FIREBRICK FACE 13PIGK RtL�l�Sti41��1�4S�It11�lI� I ' CONCRETE BLDGK • POROU5 FILL BATT , /BLqKETL005E FILL =ieeoele_ ., CAULK r , NBAGKER 'O JOINT FILLER _�. 5ETT I • Ii ALUMINUM I0 A HOOD: _I TEMPERED HARDBOARD . 3A i1 •D and CEMENT •I ;OAR MORTAR BOARD 5TONE VENEER MARBLE FLOOR J • ~ II' CARPET VICINITY MAP INDEX A0.0 COVER SHEET / PROJECT INFORMATION AD.1 TYPICAL ADA INFORMATION (RI.I BUILDING I: CODE & ZONING REVIEW CRI.2 BUILDING I: CODE & ZONING REVIEW C111.3 BUILDING 2: CODE & ZONING REVIEW CRI.4 BUILDING 2: CODE & ZONING REVIEW CRLS ASSEMBLIES, BUILDING I WALL & CEILING TYPES (111.6 ASSEMBLIES, BUILDING 1, WALL & CEILING TYPES CRI.7 ASSEMBLIES, BUILDING 2, WALL & CEILING TYPES (RI.8 ASSEMBLIES, BUILDING 2, WALL & CEILING TYPES CR1.9 ASSEMBLIES SURVEY: IOFI EXISTING CONDITIONS SURVEY CIVIL: (I SITE DEMOLITION (2 SITE LAYOUT AND DIMENSIONS C3 UTILITY PLAN (4 GRADING AND DRAINAGE (5 STORMWATER MANAGEMENT PLAN C6.1 ROAD AND PIPELINE PROFILES C6.2 ROAD AND PIPELINE PROFILES C7 WALL ELEVATIONS C8.1 DETAILS C8.2 DETAILS ARCHITECTURAL AIA OVERALL ARCH. SiTE PLAN LLO LANDSCAPE PLAN A2.1 BUILDING I: BASEMENT LEVEL FLOOR PLAN W/ENLARGED PLANS A2.2 BUILDING I: GRADE LEVEL FLOOR PLAN W/ENLARGED PLANS A2.3 BUILDNG I: LEVELS 2 & 3 FLOOR PLAN W/ENLARGED PLANS A2.4 BUILDING 2: BASEMENT LEVEL FLOOR PLAN W/ENLARGED PLANS A2.5 BUILDING 2: GRADE LEVEL FLOOR PLAN W/ENLARGED PLANS, FINISH SCHEDULE A2.6 BUILDNG 2: LEVELS 2 & 3 FLOOR PLAN W/DOOR SCHEDULE A2.7 BUILDINGS i & 2 ROOF PLANS A3.1 EXTERIOR ELEVATIONS, WINDOW SCHEDULE A3.2 EXTERIOR ELEVATIONS A3.3 EXTERIOR ELEVATIONS STRUCTURAL- SO.0 GENERAL NOTES SILO BUILDING I FOUNDATION PLAN 5LCA BUILDING I RETAINING WALL PLAN 51.1 BUILDING I GRADE LEVEL FLOOR FRAMING PLAN S1.2 BUILDING I LEVEL 2 FLOOR FRAMING PLAN SI.3 BUILDING I LEVEL 3 FLOOR FRAMING PLAN S1.4 BUILDING I ROOF FRAMING PLAN SLS BUILDING 2 FOUNDATION PLAN SI.5A BUILDING 2 RETAINING WALL PLAN SI.6 BUILDING 2 GRADE LEVEL FLOOR FRAMING PLAN S1.7 BUILDING 2 LEVEL 2 FLOOR FRAMING PLAN SLB BUILDING 2 LEVEL 3 FLOOR FRAMING PLAN SI.9 BUILDING 2 ROOF FRAMING PLAN S2.0 FOUNDATION DETAILS S2.1 FRAMING & FOUNDATION DETAILS S2.2 FRAMING DETAILS MECHANICAL M2.1 MECHANICAL BLDG. I BASEMENT LEVEL M2.2 MECHANICAL BLDG. I GRADE LEVEL M2.3 MECHANICAL: BLDG. 1 LEVELS 2 & 3 M2.4 MECHANICAL BLDG. 2 BASEMENT LEVEL M2.5 MECHANICAL: BLDG. 2 GRADE LEVEL M2.6 MECHANICAL BLDG. 2 LEVELS 2 & 3 M2.7 MECHANICAL DETAILS M2.8 MECHANICAL SCHEDULE PLUMBING: P2.1 PLUMBING: BLDG. I BASEMENT LEVEL P2.2 PLUMBING: BLDG. I GRADE LEVEL P2.3 PLUMBING: BLDG. I LEVELS 2 & 3 P2.4 PLUMBING: BLDG. 2 BASEMENT LEVEL P2.5 PLUMBING: BLDG. 2 GRADE LEVEL P2.6 PLUMBING: BLDG. 2 LEVELS 2 & 3 & DETAILS P2.7 PLUMBING DETAILS P2.8 DETAILS/RISER P2.9 DETAILS/RISER P2.10 DETAILS/RISER P2.11 SCHEDULES/RISER LIGHTING/ELECTRICAL A4.1 BUILDING I: SECTIONS EL2.1 LIGHTING: BLDG. I BASEMENT LEVEL A4.2 BUILDING 2: SECTIONS EL2.2 LIGHTING: BLDG. I GRADE LEVEL A4.3 WALL SECTIONS EL2.3 LIGHTING: BLDG. I LEVELS 2 & 3 EL2.4 LIGHTING: BLDG. 2 BASEMENT LEVEL A6.1 DETAILS E12.5 LIGHTING: BLDG. 2 GRADE LEVEL DETAILS APPROVED fk" 3 A6.3 EL2.1 IGNITING: SCHEDULE $BLS OBTAILS A6.4 DETAILSJr, IES I ELECTRICAL ELECTRICAL SITE PLAN SUBJECT TO NOTED IES-2 ELECTRICAL SITE PHOTOMETRIC EXCEPTIONS & INSPECTIONS E2.1 ELECTRICAL BLDG. I BASEMENT LEVEL E2.2 ELECTRICAL BLDG. I GRADE LEVEL GARFIEELD COUNTY E2.3 ELECTRICAL BLDG. I LEVELS 2 & 3 E3UILD N DEPA fv1ENT '` DATE (`} i EiY� E2.4 E2.5 E2.6 ELECTRICAL BLDG. 2 BASEMENT LEVEL ELECTRICAL BLDG. 2 GRADE LEVEL ELECTRICAL: BLDG. 2 LEVELS 2 & 3 E2.7 ELECTRICAL ONE LINE DIAGRAMS 1'r"r FIELD DOPY E2.8 ELECTRICAL DETAILS & SCHEDULES E2.9 ELECTRICAL SCHEDULES NO INSPECTION WITHOUT E2.I0 ELECTRICAL SPECIFICATIONS THESE PLANS ON SITE Page Of ' RESIDENTIAL UNITS TYPE & SITE BUILDING I: I -BED 2-BED 3-BED BUILDING 2: I -BED 2-BED 3-BED LEVEL 3= 3 4 1 LEVEL 3= 0 6 1i Y� LEVEL 2= 3 4 I LEVEL 2= 0 b 1 GRADE LEVEL = 3 4 1 GRADE LEVEL = 0 6 L BASEMENT LEVEL = 2 3 0 BASEMENT LEVEL = 0 4 0 TOTALS I I + 15 + 3 = 29 UNITS TOTALS 0 + 22 + 3 = 25 UNITS U�iv TOTALS: 54 TOTAL UNITS - I I EACH [-BED, 37 EACH 2-BED, 6 EACH 3-BED '(n� j��• "`NOTE: BUILDING 1, NORTHWEST CORNER, 3-BED, GRADE LEVEL UNIT, HAS I BEDROOM CONVERTIBLE TO A RENTAL OFFICE.) ACCESSIBLE UNITS: ALL GRADE LEVEL UNITS ARE TYPE 'A' OR TYPE 'B' UNITS. 54 UNITS z 2% (I.B.C. 1107.6.2n) = 1:08 = 2 TOTAL TYPE 'A' UNITS, I UNIT IS 2-BEDS AND I UNIT IS 3-BEDS. SEE FLOOR PLANS FOR SPECIFIC LOCATIONS. 4 _ DIRECTORY OWNERS MECHANICAL ENGINEER PARTNERS III, LLC BIGHORN CONSULTING ENGINEERS, INC. NORM BACHELDOR 569 SOUTH WESTGATE DRIVE, SUITE #1 15 BUCKSKIN DRIVE GRAND JUNCTION, CO 81501 CARBONDALE, CO 81623 TEL: (970) 241.8709 ARCHITECT CIVIL Z GROUP ARCHITECTS, PC MOUNTAIN CROSS ENGINEERING, INC. RANDY HENRIE CHRIS HALE, P.E. ADDRESS: 411 EAST MAIN ST. #205 826 i GRAND AVENUE ASPEN, CO 81611 GLENWOOD SPRINGS, CO 81601 TEL (970) 925.1832 TEL (970) 945.5544 CELL (970) 355.9713 SURVEYOR SOILS ENGINEER SURVCO HEPWORTH-PAWLAK GEOTECHNICAL, INC SAM PHELPS, PLS STEPHEN PAWLAK 826 q GRAND AVENUE 5020 COUNTY ROAD 154 GLENWOOD SPRINGS, CO 81601 GLENWOOD SPRING 81601 TEL (910) 945.5946 TE - 45 88 STRUCTURAL -j�/� t p' �1 ' AI* Wwzo e �49 V> `� EVOLVE STRUCTURAL DESIGN lArrinitl•(/OA-P Oh -%/1r7/• 011 SARA MI(KUS, P.E. pe,4z A Vv� /�`I 1040 MAIN STREET CARBONDALE, CO 81623 TEL (970) 510.0773 CELL: (970) 618.7108 411 E. Main St. 205 ASPEN, CO 81611 (970) 925.1832 G1101JP a r c h i t e c t s 0 f W z v) Q O Q W LAJ ..J Q Q LA. m Seal: pin C 0[ l_ li ,ncni 91' 4 �LO 4 #1 DATE JISSUED FOR 11.04.16 PERMIT SET i Construction Issue Date: p3 Drawing Tide: PROJECT INFORMATION J m Sheet #: V J J H17 Q- Lei LL7 CV 00 LO x n M M N -miI rn K c CU 'n EL Em V c ~ CUuf m'aLLn pyright 2016 ZGroup Architects GENERAL NOTES 1. Contractor responsible to coordinate locating all utilities, potholing if necessary. Call 811 72 hours prior to digging. Contractor responsible for any and all damage to utility lines. 2. Contractor responsible to obtain all necessary permits and/or approvals prior to beginning construction. 3. Contractor to coordinate with geotechnical engineer for recommendations concerning trench stability, safety, and shoring. 4. Maintain 18" separation between any utilities that may need to be crossed. If 18" can not be maintained notify engineer for alternatives. 5. The following codes and editions were used: - ACI Building Code (ACI 318-89) - Manual of Steel Construction (9th Edition) 6. The contractor shall verify all dimensions, elevations and site conditions before starting work and notify the architect and engineer immediately of any discrepancies. 7. All omissions and conflicts between the various elements of the working drawings and/or specifications shall be brought to the attention of the architect and engineer before proceeding with work. 8. The contractor shall review completely the soils report and follow ail recommendations therein. Design assumes that all recommendations in the soils report will be implemented. 9. Finished excavation shall be neat and true to line with all loose material and standing water removed from excavations. 10. Concrete work shall conform to the requirements of ACI 301, specifications for structural concrete for buildings. - Minimum strength: f'c = 3500 psi at 28 days. - Slump: 4" t 1" - Maximum water/cement ratio:w/c =0.45. - Air = 4.0% - 7.0% - Aggregate: per ASTM C33, maximum 1" No water shall be added on site which will increase slump to above 5". Concrete to be mixed per ASTM C94 maximum temperature in mixer: 90' f. 11. Curing shall immediately follow the finish operation. Keep concrete continuously moist for at least 7 days using a polyethylene film securely held in place or an alternate approved method. 12. Place per ACI standard 614. 13. Cement shall be per ASTM C150, Typell, low alkali. 14. Submit mix design to architect for review by engineer a minimum of one week prior to first concrete delivery. No admixtures containing chloride salts are permitted. 15. Concrete shall not be in contact with aluminum. 16. Rebars: deformed steel, fy = 60 ksi. ASTM spec. A615 grade 60. All rebar bends to be made cold. 17, Reinforcing in concrete placed against earth without forms is to be supported with approved nonmetallic chairs, or another method approved by the engineer. 18. Minimum cover on rebar where concrete is cast against earth is 3" and 2" in other locations. o 0 0 0 uo n ini below. Call before you dig. X1872,3 ID/ 0 4,3 LOCATION 8 9 3 (Teo) 00 \\ LOCATION R25.0' 0 STOP SIGN NOG \ O "E SIGN \,O B\ CURB & GUTTER STOP ound ar r,e O ,SIGN astl� C FL sa, �3 19596 4 SIDEWALK No / p �Z<� ♦ ♦ � SIGN T Z SIDEWALK RAMP W/ \ �Q Rt0' CURB RETURNS 6 g SIDEWALK RAMP W/ yew , \ FLARED SIDES PER ADA ,�j 1 .+ ♦ 2i; c^ ♦ So" FpANO 9�,[ �SIGN. �O EMERGENCY ACCESS DRAINAGE PAN ♦06„ O� 4" ASPHALT & ' ♦ F�� R20' - - �" CURB &GUTTER �x 10" BASE COURSE R1.0' 50.0' B ti ON PROPERLY Q PREPARED SUBGRADE / R5.0' I M CONCRETE STEPS OUTFALL CURB ♦ �" M PER ARCH. DWGS. 5 ♦ \ O SIDEWALK RAMP W/ 24.0 CURB RETURNS SIDEWALK 1 0' 8.0' ZCi 11.0' V :� �. 8 DRAINAGE PAN \1 25 SIGNS (2) [� •�� %°1� Z: NMI 0,= Q 0 10C� R L t+ Q u d 0 ;9 COORDINATE WITH GARFIELD COUNTY ROAD & BRIDGE FOR LOCATIONS AND TO UPDATE SIGNAGE FOR = co N1 'O o E SPEED LIMIT REDUCTION 1� C C 0 ; III 3 33 Lo Lo = y o Z: Z: O > m �a� � � W a L N O Z: N � m o WL)�Q. _ FIRE/CRASH GATE / 9'all� v' ` �� �'�� SIGN O \ i 'lop � A� MOUNTABLE CURB Line J 6.0' 0411+ o y �v �'�� ' ��9>vr� B• / NO 9.0' � 4" ASPHALT & �� � PAW �✓ �.A 10" BASE COURSE jSIGN CURB &GUTTER 6 ON PROPERLY PREPARED SUBGRADE -OUTFALL CURB A 18.0' �*" yn �y^ 00 aSIDEWALK , 11 8 0 S I / n 1i \ ooti� AO / SIDEWALK _ OUTFACE CURB 26 Fo nd clear With A / Ille. Plastic p // / � � Cap. DRAINAGE PAN /i / 161 0' S.0, ADA PARKING STALLS / A W/ SIDEWALK RAMP AND �� e 4. 0' POST MOUNTED SIGNAGE a Reb r a CI � %� 24.0' � 10.0, F2. 0' •S ,'• k\ DADA PARKING STALLS y45 o W/ SIDEWALK RAMP AND to / try pO' PARKINISLAND R5 0 � �0 - �� / POST MOUNTED SIGNAGE . .`c v� G / �v - °��./ s OUTFALL CURB � v� v o, 4f LL CURB \ Te8 NCO � � �� OUTFACE CURB � 5_� 9 0, � B OUTFAe 164.2' 20 o ♦ � oy 8.0' ✓ 20.0' x� �2.5' -� MAILBOX KIOSK �PL6.0' 3.0' 0, SIDEWALK v 13. 0' y C 4" ASPHALT PAINTING (0 ♦ � ��G �� FOR PARKING (TYP) � � �, d 20.0' 40.0 \ x / 4" ASPHALT & 9.0 ' \ e 'o 149.0' V / %© 18.0' 7`r 10" BASE COURSE "� >y ON PROPERLY Jl- \ 149.0' / BOUTFALL CURB 66.0' 36.0 \ PREPARED SUBGRADE 10.0 `8 OUTFALL CURB. 40.0' ros¢ esso DRAINAGE PAN / Ao. A / 4" ASPHALT PAINTING �/ �s FOR PARKING (TYP) 0 4 ASPHALT & PARKING ISLAND 240.0' 10" BASE COURSE \ � I OUTFACE CURB >� A ON PROPERLY / B o b� 2 N PREPARED SUBGRADE $ o 1175�� hN /0,/ V� R5.0 18.0' i TRASH ENCLOSUR R R OUTFALL CURB 110, PER ARCH. DWGS. 86.0' ADA PARKING STALLS W/ SIDEWALK RAMP AND e �0 a sa oa 5s /X 4f POST MOUNTED SIGNAGE 09 9 \ / 4R \ D SIDEWALK , V A � R50' / ALE / N p 0 N6 0 01 93 ♦°'�, \\ h° 2� o ' 587M cn i .O = V EN C N ca 0 Cc C 0 U N 0 0 Z w 0 U U) z 0 0 0 U N o m > w O o U 0 a a 0] x U x U 0) ui ui o a o � � 0 0 DATE 07/01 /19 SCALE 1 "=20' ENGINEER C. HALE DWG FILE BuffVa l ley -Rev 1 JOB 554-001 SHEET GENERAL NOTES 1. Sewer and water to be constructed per specifications of Glenwood Springs. 2. Traffic control to be per M.U.T.C.D. and applicable specifications. 3. Existing utility locations have been estimated. Contractor responsible to coordinate locating all utilities, potholing if necessary. Coordinate with engineer for design alternatives if conflicts are encountered. Contractor responsible for any and all damage to utility lines. Call 811 72 hours prior to digging. 4. Contractor to coordinate with geotechnical engineer for recommendations concerning trench stability, safety, and shoring. 5. Elevations based on building finished floor elevations. Contractor to verify pipe elevations and slopes as shown prior to construction. Coordinate with engineer for design alternatives if necessary. 6. Gravity flow sewer pipe to be PVC SDR26 unless specifically noted otherwise. 7. Water pipe to be Ductile Iron Pressure Class 52 unless specifically noted otherwise. 8. Contractor responsible to obtain all necessary permits and/or approvals prior to beginning construction. 9. Maintain 18" separation between any utilities that may need to be crossed. If 18" can not be maintained notify engineer for alternatives. 10. The contractor shall verify all dimensions, elevations and site conditions before starting work and notify the architect and engineer immediately of any discrepancies. 11. All omissions and conflicts between the various elements of the working drawings and/or specifications shall be brought to the attention of the architect and engineer before proceeding with work. 12. The contractor shall review completely the soils report and follow all recommendations therein. Design assumes that all recommendations in the soils report will be implemented. 13. Finished excavation shall be neat and true to line with all loose material and standing water removed from excavations. 14. Pipe to be installed per manufacturers recommendations and soils compacted per geotechnical engineers specifications. 0 0 below. C a I I before you dig. r •� \43 oo� 1872,3 loll �\ HOT TAP 10" INTO EXISTING 12". 0 C X I ) VALVE �® CONTRACTOR TO POTHOLE AND VERIFY '0 / INVERT PRIOR TO CONSTRUCTION. w 0 C ® NOTIFY ENGINEER FOR DESIGN CL s ALTERNATIVES IF NECESSARY. v v U) i _ se OxOp T \ EJECTOR TO TIE TO EXISTING SS FORCE MAIN Z: O O ? ( ' SERVICE. SS INVERT ELEVATION UNKNOWN. O ' APPROX EL = 5889t V 3 CONTRACTOR TO POTHOLE AND VERIFY R d ,°� A INVERT PRIOR TO CONSTRUCTION. C u NOTIFY ENGINEER FOR DESIGN ,�c_ `, ALTERNATIVES IF NECESSARY. ^ j L / [� > o > c �•�O�/ ry x m ABANDON EXISTING 6" WATER "� a hh SERVICE CONNECTION FOR � r J 5 / S 9 4 � PREVIOUS BUFFALO VALLEY SITE LU u PROPOSED CONNECTION TO GAS. �/ �� Round C r nd PER THE CITY OF GLENWOOD i ° CONTRACTOR TO CALL SOURCEGAS ��/ �Q P No. 9598 d SPRINGS REQUIREMENTS. TS. 1.800.47TO CO TWO WEEKS PRIOR i \ w � 0 �0 NEED 70 COORDINATE CONNECTION s PROPOSED CONNECTION TO PHONE. C3 /p �\e 4 EXISTING 3/4" WATER SERVICE� w 6 °No 1 �,P/ .� CONNECTION TO 1-1/2" WATER CONTRACTOR 70 CALL CENTURYLINK e ♦ `e #1.800.475.7526 TWO WEEKS PRIOR / E / xOs RESIDENCE. G REROUTE SERVICE TO NEED TO COORDINATE CONNECTION\LINE AS uh v , NECESSARY. 9COORDINATE .6155 PROPOSED CONNECTION TO CABLE TV. WITH MR.INGLEHART 5 / ` U 1 ss CONTRACTOR TO CALL COMCAST PRIOR TO RELOCATION.. 9 ♦ Sv^ #1.888.824.4010 TWO WEEKS PRIOR TO v"pPe ♦ so J o 7 J , C_ NEED TO COORDINATE CONSTRUCTION �0 / O� �Ps / ♦ \ ,O� r� RELOCA EX. 00 ' 46 FIRE HYDRANT 10"X8"X6" TEE & \ Q E, J°s Eedesiai e htiTHRUST BLOCK O \ h" 6" GATE 2 VALVE / 3Q WATER CLASSDIP 2 3 PROPOSED CONNECTION TO w /b+ FIRE HYDRANT \ XCEL ENERGY. CONTRACTOR ♦ \_ F ail � LAPh 4P V AA y a TO CALL THREE WEEKS PRIOR ♦ Jam- noun ar \ 9 TO NEED TO COORDINATE CONNECTION T,.nsformer q x 30 LF OF 6" PVC \ � 3x- , ♦ a / /, �. SDR/ 26 01X MINA GAS SEE MECH.EDWGS. \ /99'r?�F PROPOSED CONNECTION TO GAS. r°t' i /FOR CONTINUATION BPS )�v 1✓1 CONTRACTOR TO CALL SOURCEGAS 45' BEND / \/ \ g1.800.475.7526 TWO WEEKS PRIOR ♦ 101 P. ry 15 LF OF 6" PVC \ TO NEED TO COORDINATE CONNECTION ♦ O 3DR-26 ® 1X MIN / \ ♦ / 45' BEND y� �y ey \ CLEAN —OUT (2) ONE EACH WAY ♦ / & BLOCK 6" PVC SANITARY SEWER CONNECTION. SEE \ ` \ O 45' BEND / / MECH. DWGS. FOR CONTINUATION ♦ V I / INV = 5874.33 \ SS LINES TO BE 18" ' / / \ �T MIN. BELOW WATER. \ CONNECTIONS FOR \ \ POWER, PHONE, & n� apPLS sA \ CABLE TV. SEE , No. 19 9 > \ 00000*0' as Property C s� ?��"� Nam. OFC. DWGS. FOR NTINUATIM ♦ 5,y5 6" GATE ♦ z �o VALVE / \ 6. DIP 8"X6"X6" TEE &T oV� ♦ / �� ,55 L ROCLASS w. W THRUST BLOCK N�,, ♦ �� / WASE 45' SENDA \\ A. 2r 4f 2`e3 �\\Ia / h' & BLOCK / WATER AND FIRE CONNECTION. SEE >S ° \ < 4%C N MECH. DWGS. FOR CONTINUATION ♦ � A• FIRE HYDRANT V q- ` �: // Q CLEAN —OUT (2) ` O�/ ONE EACH WAY O�gs'0j ° S5 60 ^� `ro ro CO V ` 'L�1� 6"X6"X6" TEE & 3r lz- � p�� ^ O THRUST BLOCK '�' \ \ / \ ®6" GATE y_14P 5 VALVE 45' BEND N Q 6" GATE & BLOCK \ 4 7 3 VALVE / • '� 10 LF OF 6" DIP 'se 45' BEND I WATER CLASS 52 a . so• &BLOCK � 9 � V \ \ ?Ssk �Q11 ry 20 LF OF 6" DIP \ WATER CLASS 52 O ,X a / DUPLEX EJECTOR SYSTEM \ \ "� 118 PER PLANS APPROVED BY CDPHE—WQCD \ 5 g 7 / TI 3 / GAS CONNECTION. SEE MECH. DWGS. FOR CONTINUATION �o CLEAN —OUT q / \ \ vONE EACH WAY \ / SANITARY SEWER CONNECTION. SEE \ , MECH. DWGS. FOR CONTINUATION a=2 INV = 5864.60 u% 0 ' 65... \SDR-26 ® 1X MIN \ / WATER AND FIRE C CTION. SEE ` MECH. DWGS. FOR CON A110N ° \ol\ \\ ,/ ♦ � \ \ '\ � j � NEED TO COORDINATE CON /y � � PROPOSED CONNECTION TO 6 ° o �r XEL ENERGY. CONTRACTOR OO2, � � TO CALL THREE WEEKS PRIOR C1 93 O901, ° ^n\ oo, ♦CONNECTION COORDINATE c 0 V 3 d m N c 0 w o U Z :2 U O O N O U L v > W of c U a a a Q > 0] S U S U rn r` Ld \ O Q to o 0 DATE 07/01/19 SCALE 1 `20 ENGINEER C. HALE DWG FILE BuffValley—Rev1 JOB 554-001 SHEET C3 GENERAL NOTES 1. Contractor responsible to coordinate locating all utilities, potholing if necessary. Call 811 72 hours prior to digging. Contractor responsible for any and all damage to utility lines. 2. Contractor responsible to obtain all necessary permits and/or approvals prior to beginning construction. 3. Contractor to coordinate with geotechnical engineer for recommendations concerning trench stability, safety, and shoring. 4. Maintain 18" separation between any utilities that may need to be crossed. If 18" can not be maintained notify engineer for alternatives. 5. The following codes and editions were used: - ACI Building Code (ACI 318-89) - Manual of Steel Construction (9th Edition) 6. The contractor shall verify all dimensions, elevations and site conditions before starting work and notify the architect and engineer immediately of any discrepancies. 7. All omissions and conflicts between the various elements of the working drawings and/or specifications shall be brought to the attention of the architect and engineer before proceeding with work. 8. The contractor shall review completely the soils report and follow all recommendations therein. Design assumes that all recommendations in the soils report will be implemented. 9. Finished excavation shall be neat and true to line with all loose material and standing water removed from excavations. 10. Concrete work shall conform to the requirements of ACI 301, specifications for structural concrete for buildings. - Minimum strength: f'c = 3500 psi at 28 days. - Slump: 4" t 1" - Maximum water/cement ratio:w/c =0.45. - Air =4.0%- 7.0% - Aggregate: per ASTM C33, maximum 1" No water shall be added on site which will increase slump to above 5". Concrete to be mixed per ASTM C94 maximum temperature in mixer: 90' f. 11. Curing shall immediately follow the finish operation. Keep concrete continuously moist for at least 7 days using a polyethylene film securely held in place or an alternate approved method. 12. Place per ACI standard 614. 13. Cement shall be per ASTM C150, Typell, low alkali. 14. Submit mix design to architect for review by engineer a minimum of one week prior to first concrete delivery. No admixtures containing chloride salts are permitted. 15. Concrete shall not be in contact with aluminum. 16. Rebars: deformed steel, fy = 60 ksi. ASTM spec. A615 grade 60. All rebar bends to be made cold. 17. Reinforcing in concrete placed against earth without forms is to be supported with approved nonmetallic chairs, or another method approved by the engineer. 18. Minimum cover on rebar where concrete is cost against earth is 3" and 2" in other locations. 19. Under no circumstances shall any surface drainage system be tied and/or connected to the subsurface, foundation, and/or under slab drainage system. 20. Perforated and solid pipe and fittings to be PVC schedule 40 or SDR-35 unless noted otherwise. 21. Pipe to be installed per manufacturers recommendations and soils compacted per geotechnicai engineers specifications. 22. minimum pipe slope shall be 2.0% for 4" and 1.0% for larger. o 0 0 o o0 o o oon below. Call before you dig. �.� � � I ♦\ �v � aiC." O \\ \ \ \ \ \ \ CONNECT TO EXISTING IRR. LINE AND ! � 4 3 \ - q \ EXTEND TO NEW SHED LOCATION. \ II \ \ N r - \ MATCH PIPE MATERIAL, SIZE, &SLOPE. 0 y ELEVATION, UNKNOWN. \ 1 1\ \\ O MEN -0 U w PRIOR TO BEGINNING CONSTRUCTION. 'CONTRACTOR POTHOLE AND \ \,\ \ \ \ rn CONTACT ENGINEER FOR DESIGN CONNECT TO EXISTING PIPE CULVERT. \ \ \ _ E r }f \ ALTERNATIVES IF NECESSARY. a •� ' Ex. INV. UNKNOWN. ESTIMATED INV=87.St \ \ �► J c 1 \ \ 1 1 ` \ i / / /- _ y \ \ \ CONTRACTOR TO POTHOLE AND VERIFY \ v = o T CONTACTNENGINEEROFOR ESIIGNTION. \ \ \ F.� C O E / / \ 1 \\ �✓ f \ \ \ ALTERNATIVES IF NECESSARY. \ \ O O r SALVAGE AND RELOCATE \ \ \ \ \ i-�y� \ r \ \ \\ T � V � IRRIGATION SHED AND EQUIPMENT. r \ \ I \ REWIRE ELECTRICAL SYSTEMS AND I \ \ \ ` , W \ ' \ 1 RECONSTRUCT PUMPING AND \ cp s INLET BOX \/ L \ / GRATE I ❑ \ t9 n I } \\ \ SPRINKLER SUPPLY AND RIM EL = 93.10 \ \ DISTRIBUTION SYSTEMS \ \ ` �P , INV IN = OUT = 87.5t \ \ ?�'�y� i \ SUMP =INV - 6" \ W = c / \ Ej 92.2o> ( / CONSTRUCT DRAINAGE DO \ \ \ i' Q x /J/ J - - \ { SWALE FOR IRRIGATION l I F \ a e�. nd \ 5 8 9 4 ) � > INTO STORM INLETAIL-WATER TO T I i / \ s�00 \ __ Nl4 59 sa.zs,� \ \/ \ \\ I=J L Lo u' s \ "a a) O \ \ \ k 04 INLET BOX W/ GRATE f\ \ \ l \ \ \ \ \ \ \ ti RIM EL = 92.0t \ sa.3, \ \\ \ T \ \ < INV IN = OUT = 85.15 ! °M a�� / \ \ I INLET BOX W/ GRATE \ s �.� <s 9 SUMP = 84.65 \\ I RIM EL = 76.0±<5 INV IN= OUT =72.54\ \ / / i / / \ ���` .�� \ \ v v v i I t SUMP = 72.04 f2gv J / v v 94.1 v INLET BOX W/ GRATE \ \\\ \ \\ RIM EL = 85.15 RETAINING WALL }+ u \ U INV IN = OUT = 82.80 RIP -RAP APRON - \ DETENTION POND INV = 5872.15 SUMP = 82.30 / a ked s13 undary \ \ / �- 2.• 30'Xl7'Xl.2* LXWXD 8p \ 7 2:1 SIDE SLOPES \ \ �Op a7sa � 1 CLEAN & REGRADE TOP EL = 5873.0 / / \\ \ �� \ 1, \\ \ \ \ BOTTOM EL = 5871.8 EX. SWALE AS NEEDED / /� % _ \ \ / \ \ 93ss AA V V A v 2-YR VOLUME = 240 Cu.Ft. / �% RETAINING WALL S \ ' \\ \\\ \ \ \ \ \ 2-YR DEPTH = 5872.5 79.75 \ V \•� L.. �.AC i \ V A V rI \ \ \ \ \ \ \ 25-YR VOLUME = 437 Cu.Ft. / i �� 7 \ \ \ \\, \ VV\ \ 25-YR DEPTH = 5873.0 % j /I rs 85 \ \88.8 \ ��� "� \\\\\\\\ \\ \ \ \ \ \\\ \\\ \ AV RIP -RAP APRON / / 750 / siS \ k GRADE AREA \ \��4 \ \\ \ / I l c 9zs sv �' L \\ \ \\ \ \ \ \ \INV = 5871.7 r\ / J / 0% C� , TO DRAIN TO , \ / \ \ \ as.7 Cc■s J \ \\ \\\\ \ \\\ \\ \ \\\ \ \ n CL AREA INLET \ \ � � \„ \ \86.3 C \A VAA V AA VA \ �RIPRAP APRN }I 7az .�/ RIM EL = 76.70 \ a \ Q 9 IN OUT = 74.-M / \ \ \ \ 87,5 \ \ \\\ \\ \ \\\\\\\12" PVC 01% 74.20 .�. \ INV IN = 5871.8 �? / \®m 6.aa CSUMP = 10 1 /2"0 ORIFICE FOR 2-YR- \ \ 11"0 ORIFICE FOR 25-YR PLS 1 ry i U \ / .a GRADE AREA TO 3 RIP \ - / g No `-RAP APRON O \ \\\ \\\ \\ ��\\\ \\ \\ \ \ \ \ \ fJ ( �11 as rope C INV = 5872.00 $ \ / `7 / \ \ \ \ \\ ( / DRAIN INTO SWALE7 7 V/ ca \ \\ \ \\ o), \ \\ \ \\ \ \\ \ \\ \ \ \\PLACE RIP -RAP / }s 7is / \ t \ \ I 1 / as.7 } W \\ t 73.a AT GUTTER END + n.9 _; \ INLET BOX W/ GRATE V/ \ \ \ h3.o RIM EL = 85.10 ♦� \\ \\ \\\ \\\\ \\\ \\o\ \tea\' �\ / \ 2� �\ �/ \\ T \\ \\ \ 4f 3a 7 / �\ SUMP 8230- 82.80 LM \ \ \ \ \ \To\, 1 t / \ \ \ \ \ \ \ INLET BOX W GRATE \ e \ RIM EL = 76.25 lip \\ \ \ \\\,1\\\\ \\ \\ ✓ �o- \ \ INV IN =OUT = 73.30 \ \ \\ \ d 7za v \\\yyy \ \ ? \ SUMP = 72.80 \ \ \ ` \ n.7 E3.7 Fj \ L DRAINAGE SWALE \ \\\\ \\� `yam\.`\\\ \\\\\\ \ \Y`�,'\\�\\\\ \ / \ \ \ \ 72•A \ \ \\ \ /� \ (� RETAINING //V NING WALL \ \ \ \ P \o \ 2� j -4*, °>• \ \ \ \ \ \ \ \ 'ryq, \ �c SOp3S \ / 7 \\ ( 77.s az. \ \ \ \ \ \74.0 \ \\ \ \ \ \ \ \\ \\\ \ \ \\ \ \\\ 7 \ 9 \ \ \ GRADE AREA \\ \ \ \\\\\ \\ \ ss \ J ` \ \ \ \ \ \ \ \ \ \ o, \ \ \ TO INLET AI MIN a , \ - - /� N W \ a \ RETAINING WALL �f \ \ \ 77.1 2 ��' aa.o J \��\\\�\ I \ \ \ \ - \ \ \ \ STEEP SLOPES: 50%t \\ \ \ \ \ AREA INLET 5875 \ \ 7ss \ \ \ \ \\\ \\ \ TO REMAIN UNDISTRUBED \\\ \ \ \ \ a \ \ \ \ rya~° \ RIM EL = 77.10 /SUMPU=f 746515 / / '. / 5875 9 \ \ \ \ \ \ / / /�i / / T. \ T \ \ \ \ \ \\ ss.o \ \ \ \ \ INLET BOX W.10 RATE EL \ \ \ \ Ib \\ \\ \\ \\ \ ;y \ \ \ \ \ \ \ \ INV IN = OUT = 74.951" 70,7 75.0 SUMP = 74.45 75-4 \\\ �\\\\ \ \\\ \\RETAIN\G \\\ \ \ \ \ \ \ \ \ \ GRADE A A TO / DRAIN 3% N - \\ \ / ` \ u -� t 'rangy A A / / � o I / \/// / \ Z o \ \\ \ \\ \ \ 1 6 \77.JQ�- ns RETAININGALL' / / ; c o 77.78 0 Zt Ld \ \ \ \ \ \ \ \ \ 68.2 \ \ / 7 . 8 / Q 68.1 \ \ / \ \ 7.8 \ / , 73.7 / / / i J 00 U U // � \ V\A V A \ v / 6aez v / �`„� \ fixo2sc 78.5 / / / A 7&84F ' \\ \ 73.2 \ DATE \\\\\\\\\�y \\\ \\\ )y \ \ / /07/01/19 79.0� SCALE 73.2 .�� F / / ALE 1 =20 73.0 / 0 10 s8.2 / / se.o �/ / ENGINEER 75 8.1 ^ 58 /e - ^ C. HALE \ \\ \\ \ \ \\ + \\ \\\ GRADE AREA TO / 72.0 \ / \ \ \\ \ \ \\\� \\ DRAIN 3% MIN i�\\ / / RETAINING WALL 67.8 676 -STEEP SLOPES: 50%f x7034. ,, i \ \ \\ \ \ \ \\ \ \\\\ \\ \\ - - per"TO REMAIN UN\ TRUBED = GRADE A \ 9.5, O/ / , / \ \ ��\ \ \ \ \ \ \\\ '�3 riV ' ` ` _ - DRAIN 3% MIN DWG FILE \ BuffVaIley- Rev 1 JOB 5870,1 554-001 \ SHEET IL \ • C n 6 ' .- ;::ti°:;; :tia:: r;A:A:A:^r:^:A: :^:: d r R xv:.x."xrx""""x"i i ♦"x""yxr - ' " xr vx.xr".xr il"x irxv. xrx xv f " \ �" rxr,, ,,,"l.,r �; r �.T.".=.r.'r.I%I 4 8 r 13 23 16AyAykyIyI �.r 21 yi^,1 1 1 1 21,w". / L_,r,.xr, / . iky / V a..r... r r x. 'A AA / ^:,. r, . .r.r"rxr ' // 25 �- / ✓17 - / \/Iy 21 a� e 'yx"N 4 8 "00 1 9 `<e \ �l"� x . � / 8 \; v v 10 a IyIy :rx ::+ \ 1 �^ ;r".,, .,x.x:" x �x ." "x�.rxrx"x�."x" x-xrxrxr"rx x"xrx ax:.r;:,r,.,: 21 _ 20 � 21 ' 1 / \� y is ,. 7 4 24 / / \ \ / "z. Y,y�f o Xly iyl, // \ \ \ ; \� 17 r r'rx IyIy.r."x �-\�y ® O\ / xrr". 21 12 4 / ' rAF . 22 8 8 \\ �� 4 V \IYAYI 21 16 � r v \T:z ` yr�Y I Y, z- <\ 24 5 yAyAyl 2t A+A, lyl 20 \ \yl,kyl \ly ar r �xv yx. /\ \ / \ C 17 / / 24 4 .A\AIll Y, ..tD B,, r. / \ t7 \r.T:�:,x % vv 1 /{\ y AaA\:I:A:AA;AA:A:: , . " . " ""x x \� yLyIyll Y'.. BUILDING 2 LOCATION �, r.\Ay:IyYly : TyY �/ / - 4 REVISED, REF: CIVIL SHEETS :;:' / �i ;\,l �, ♦ `� \:A;AAA:A: z ji ♦ 17 '� :A.LA�;A.A:1;a:{Arr; :AIylylll '-'A' \.,.i:,: :::\ :T.TAy, ♦ \ \ \ ::AA;:;A;avr'"' SCALE ♦ ;.�tiv so to o ao ♦ I+r'`ACAY01, A ♦ I SITE PLAN ♦ ALI 1" = 20' v SITE PLAN NOTES: 1. IN THE EVENT OF DIMENSIONAL OR EXISTING CONDITIONS DISCREPANCY, CONTACT ARCHITECT AT (970) 925-1832. 2. CONTRACTOR TO FIELD VERIFY ALL SITE, EXISTING CONDITIONS & DIMENSIONS PRIOR TO CONSTRUCTION. 3. ELEMENTS BELOW GRADE ARE UNKNOWN. CARE SHOULD BE TAKEN DURING EXCAVATION & DEMOLITION NOT TO DISTURB ELEMENTS NOT SLATED FOR DEMOLITION. VERIFY LOCATION OF UNDERGROUND UTILITY LINES W/ LOCAL SERVICE DEPARTMENTS. 4. PROVIDE TEMPORARY BARRICADES & OTHER FORMS OF PROTECTION AS REQUIRED TO PROTECT OWNERS' PERSONAL PROPERTY & GENERAL PUBLIC FROM INJURY DUE TO ALL CONSTRUCTION ACTIVITIES. 5. COVER & PROTECT ALL EQUIPMENT, FIXTURES & PROPERTY TO REMAIN DURING ALL PHASES OF CONSTRUCTION. 6. CONTRACTOR TO PATCH ALL AREAS DAMAGED OR REMOVED DURING CONSTRUCTION. 7. ALL EXISTING TREES TO REMAIN WHERE NOTED. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RE -VEGETATED. COORDINATE ALL WORK WITH LANDSCAPE PLANS. 8. FINISH GRADE TO BE SLOPED A MINIMUM OF 1.5% AWAY FROM STRUCTURE FOR POSITIVE DRAINAGE. SEE CIVIL FOR GRADING PLANS. 9. ALL DIMENSIONS ARE TO ROUGH FRAMING U.N.O. 10. REFERENCE STRUCTURAL FOR ALL FOOTING LOCATIONS, REINFORCEMENT & SIZES. 11. CONTRACTOR IS RESPONSIBLE FOR EC110 ALL UTILITY COORDINATING CO S & LOCATIONS OF PEDESTALS & TRANSFORMERS. NN N 12. CONTRACTOR IS RESPONSIBLE FOR ALL SITE DEWATERING & SHORING OF EARTH OR STRUCTURES & FOR OBTAINING STATE & LOCAL PERMITS. 13. REFER TO CIVIL DRAWINGS FOR ALL CONTOURS, DRAINAGE & UTILITIES. 14. REFER TO LANDSCAPE DRAWINGS FOR ALL TREES, PLANTING & SITE STRUCTURES. 15. ELECTRICAL CONTRACTOR RESPONSIBLE FOR DETERMINING EXISTING ELECTRICAL TRANSFORMER SIZE & SERVICE, AND COORDINATING LOCATION OF TRANSFORMER w/ LOCAL ELECTRICAL UTILITY COMPANY TO ENSURE LOCATION IS ACCEPTABLE. THIS SHALL BE INCLUDED IN ELECTRICAL CONTRACTORS SCOPE OF WORK. 16. UTILITY CONTRACTOR IS RESPONSIBLE FOR COORDINATING LOCATIONS OF NEW UNDERGROUND UTILITY LINES w/ OTHER ASPECTS OF THE JOB, INCLUDING BUT NOT LIMITED TO, SURFACE DRAINAGE, LANDSCAPING FEATURES, SITE RETAINING & SHORING WALLS, FOOTINGS, LIGHTING, UTILITIES DESIGN, IRRIGATION, ETC. 17. FOUNDATION DRAINS SHALL BE INSTALLED THROUGH OUT, ROUTE TO DAYLIGHT OR DRYWELL. COORDINATE LOCATIONS w/ CIVIL & LANDSCAPE. 18. ALL EXTERIOR CONCRETE SLABS, PATIOS, OR OTHER HARDSCAPE ARE TO SLOPED AWAY FROM STRUCTURE A MINIMUM OF 1/4" PER P-0" FOR POSITIVE DRAINAGE, u.N.o, 19. CONTRACTOR SHALL INSTALL & COORDINATE LOCATIONS FOR ALL PVC SLEEVES BELOW ANY CONCRETE, ASPHALT, OR OTHER HARDSCAPE; FOR IRRIGATION, ELECTRICAL WIRING OR OTHER WORK. 20. VERIFY ALL COLORS, PRODUCTS, FINISHES AND PAINTS WITH ARCHITECT. SITE KEYED LEGEND: VEGETATION REFER TLANDSCAPE PLAN y NEW TREES - VEGETATION - u REFER TO LANDSCAPE PLAN \ v CONCRETE FLATWORK O t SITE PLAN KEYED NOTES: < PLAZA PAVER SYSTEM, SEE PLANS AND DETAILS. OSEE LANDSCAPE PLANS FOR PLANTINGS, SHRUBS, TREES, RE -SEEDING AND OTHER LANDSCAPE ITEMS. < CONCRETE WALK, RAMP, OR PATIO, SEE PLANS AND DETAILS. < CONCRETE VALLEY PAN, REF: CIVIL FOR ALL DRAINAGE ITEMS. \ INJECTOR PUMP SYSTEM WITH BACK-UP GENERATOR, REF: CIVIL & MEP. \ STONE RETAINING WALL, REF: CIVIL. < POCKET PARK, DESIGN BUILD BY OTHERS, REF: OWNER/GC OLIGHT POLE, TYP., REF: STRUCTURAL FOR FOUNDATION, REF: ELECTRICAL FOR FINAL LOCATIONS AND CORRESPONDING BUILDING MOUNTED LIGHTING OTRASH ENCLOSURE, REF: ARCHITECTURAL & STRUCTURAL <8> MAILBOX BANK, TYR, EACH ENTRY ALCOVE, SEE PLANS. 11 BIKE RACK, TYP., EACH ENTRY ALCOVE, SEE PLANS. 12 42" GUARDRAIL, SEE PLANS & DETAILS. 13 36" HANDRAIL, SEE TYP. DETAILS. 14 GAS METERS, CONFIRM/REF: MEP. 15 POWER METERS, CONFIRM/REF: MEP. 16 ASPHALT PARKING LOT, DRIVE, & PARKING STALLS, REF: CIVIL. ttAC COMPRESSORS, TYP., REF: MEP. AT GRADE PROVIDE 3 } CONCRETE PAD, SIZE IS 4° MIN. LARGER THAN UNIT (ALL SIDES) OR CLUSTER. 18 PICNIC TABLE(S), CONFIRM PRODUCT AND QUANTITY WITH OWNER. 19 WINDOW WELL, REF: FLOOR PLANS. < O FUTURE CAR CHARGING STATION, PROVIDE SUB -GRADE CONDUIT, 21 CURB & GUTTER, REF: CIVIL FOR ALL DRAINAGE ITEMS. 22 MSE RETAINING WALL, REF: CIVIL 23 SECONDARY CHURCH PROPERTY ACCESS, 24 BOULDER GROUPING TO BLOCK VEHICLE ACCESS ON ENTRY PLAZAS, REF: A__��CS CAPE RETE RETAINING WALL, REF: CIVIL & STRUCTURAL 411 E. Main St. 205 ASPEN, CO 81611 (970) 92S-1832 ("ROUP a r c h i t e c t s O <n W z d �•, <n O Octi O �, Z Q J O .j III Q O I..L� U.. �I Seal: Coto �O S * HMI WSKI f� 0 06 ci �SFD AR�� # DATE ISSUED FOR 11.04.16 PERMIT SET 12.16.16 SUPP. INFO SI 1.0 1 01.12.17 PERMIT RESPONSE 2 07.01.191 CONSTRUCTION SET Construction 07.D 1.19 Issue Date: Drawing Title: SITE PLAN Sheet #: a..F— • wpyright 2016 Z-Group Achite= BUILDING HEIGHT. STORIES & AREA CALCULATIONS: BEGIN TOP 105'-6", SI TOP OF }* OF STEM N..- -1-� BUILDING 1: GRADE LEVEL CODE PLAN CRI.I 1/8" = 1'4' I)BUILDING 1: BASEMENT LEVEL CODE PLAN CR I . I 1 /8" = 1'-0" ENISIONS i5 « BY: I-xlvoo o NOTE: These drawing revisions must accompany the previously approved set of plans at job site for Building Inspector's reference. GENERAL NOTES: 1. MEASURED AS: THE AREA INCLUDED WITHIN SURROUNDING EXTERIOR WALLS (OR EXTERIOR WALLS AND FIRE WALLS) EXCLUSIVE OF VENT SHAFTS AND COURTS. AREAS OF THE BUILDING NOT PROVIDED WITH SURROUNDING WALLS SHALL BE INCLUDED IN THE BUILDING AREA IF SUCH AREAS ARE INCLUDED WITHIN THE HORIZONTAL PROECTION OF THE ROOF OR FLOOR ABOVE. BUILDING 1 LEVEL 3 (R2) = 8,088 SF LEVEL 2 (R2) = 8,088 SF GRADE LEVEL (R2) = 8,088 SF BASEMENT LEVEL (R2) = 5,408 SF BASEMENT LEVEL S1) = 2712 SF TOTAL = 32,384 SF BUILDING 2 LEVEL 3 (R2) = 8,068 SF LEVEL 2 (R2) = 8,068 SF GRADE LEVEL (R2) = 8,068 SF BASEMENT LEVEL (R2) = 4,669 SF BASEMENT LEVEL (S1) = 3.606 SF TOTAL = 32,479 SF ALLOWABLE AREAS. STORIES, & HEIGHTS: PER I.B.C. TABLE 503, TYPE VB, WITH SPRINKLER INCREASE FOR HEIGHT AND NUMBER OF STORIES ABOVE GRADE PLANE (SECTION 504.2), AND AREA INCREASE (SECTION 506.3, NFPA 13): R2 = 3 STORIES AND 60 FT. ABOVE GRADE PLANE, 14,000 SF PER STORY AND 63,000 TOTAL SF PER BUILDING. S1 = 1 STORY AND 60 FT. ABOVE GRADE PLANE, 36,000 SF PER STORY AND 36,000 TOTAL SF PER BUILDING, OR, 2 STORIES AND 60 FT. ABOVE GRADE PLANE, 27,000 SF PER STORY AND 54,000 SF TOTAL SF PER BUILDING. ***(FOR THESE CALCULATIONS INCREASES FOR DISTANCE TO PROPERTY LINES HAVE NOT BEEN TAKEN INTO ACCOUNT)*** OCCUPANT LOAD CALCULATIONS: BUILDING 1 LEVEL 3 = 39 OCC. LEVEL 2 = 39 OCC. GRADE LEVEL = 41 OCC. BASEMENT LEVEL = 34 OCC. (S1 = 10 OF BASEMENT TOTAL) TOTAL = 153 OCC. BUILDING 2 LEVEL 3 = 37 OCC, LEVEL 2 = 37 OCC. GRADE LEVEL = 37 OCC. BASEMENT LEVEL = 32 OCC. (S1 = 12 OF BASEMENT TOTAL) TOTAL = 143 OCC. I.B.C. GRADE PLANE CALCULATIONS: GENERAL NOTES: 1. FOR PURPOSES OF DETERMINING GRADE PLANE, THE AVERAGE GRADE AT EACH EXTERIOR WALL WAS USED. THE PERIMETER LENGTH OF EACH BUILDING INCLUDES THE ENTRY ALCOVE UP TO THE STAIR, AND PERIMETER LENGTH OF BALCONY ALCOVES. 2, FOR PURPOSES OF GRADE PLANE CALCULATIONS, 100'-0" IS THE ASSIGNED ELEVATION, TAKEN FROM THE TOP OF BASEMENT SLAB FOR EACH BUILDING. ***SEE ELEVATIONS FOR I.B.C. GRADE PLANE LOCATION FOR EACH BUILDING. BUILDING 1 GRADE ELEVATION x PERIMETER LENGTH = GRADE AREAS, UPPER = 108.626 x 149.67708' = 16,259.8 WALK AREAS, UPPER = 109,21875' x 44.0833333' = 4814.363 PATIO AREAS, UPPER = 108.9166667' x 39.27083S = 4277.158 GRADE AREAS, LOWER = 99.541667' x 165.0625' = 16,430.65 WALK AREAS, LOWER = 99.9166667' x 44.0833333' = 4404.327 PATIO AREAS, LOWER = 99 666667' x 80.4375' = 8016.938 TOTALS 5226145796' 54,202.84 411 E. Main St. 205 ASPEN, CO 81611 (970) 925-1832 G1101JP a r c h i t e c t s LLJ J ..J Q O C rn CD z_ Of d O O z W J (D 0 Q 1 Seal: W 54,202.84 DIVIDED BY 522.6145796' = 103.7147515 AVERAGE GRADE PLANE ELEVATION F COto� S BUILDING 2 9 O GRADE ELEVATION x PERIMETER LENGTH = p GRADE AREAS, UPPER = 108.625' x 138.625' = 15,058.14 S WALK AREAS, UPPER = 109.21875' x 88.166667' = 9629.453 * HMI W S K I PATIO AREAS, UPPER = 108.9166667' x 48.875' = 5323.302 tr 0 06 GRADE AREAS, LOWER = 99.541667' x 178.83333' = 17,801.37 '� * V WALK AREAS, LOWER = 99.9166667' x 0' = 0 PATIO AREAS. LOWER = 99 666667' x 63.125 ' = 6291.458 2SFQ ARCS TOTALS 517.624997' 54,103.72 54,103.72 DIVIDED BY 517.624997 = 104.5230086 AVERAGE GRADE # DATE ISSUED FOR PLA E ELEVATION 11.04.16 PERMIT SET GARFIELD COUNTY BUILDING 12.16.16 SUPP. INFO SI 1.0 HEIGHT CALCULATIONS: 1 01.12.17 PERMIT RESPONSE REF: ELEVATIONS 2 07.01.19 CONSTRUCTION SET FOR BOTH BUILDINGS, FROM TOP OF BASEMENT SLAB TO TOP OF ROOF MID —POINT = 41,703', SUBTRACT 40' MAX. HEIGHT = BASEMENT SLABS MUST BE AT LEAST 1.703' MINIMUM BELOW AVERAGE EXISTING GRADE OR MORE. SEE SHEET C4 FOR EXISTING BUILDING CORNER ELEVATIONS, BUILDING 1 POINT 1 = 5,88construction 07.01.19 POINT 2 = 5,886.6969' issue Date: POINT 3 = 5,879.99' Drawing Title: POINT 4 = 5.876.8S BUILDING I: CODE TOTAL = 23,524.52' AVERAGE EXISTING GRADE, TOTAL DIVIDED BY 4 = 5,881,13' & ZONING REVIEW J TOP OF BASEMENT SLAB = 5,878.332 BASEMENT SLAB IS 2,798' BELOW AVERAGE GRADE PLANE, COMPLIANCE IS MET. sheet#: 1 P G BUILDING 2 POINT 1 = 5,871.92' ` POINT 2 = 5,869.07' POINT 3 = 5,872.34' POINT 4 = 5,870.34' TOTAL = 23,483.67' AVERAGE EXISTING GRADE, TOTAL DIVIDED BY 4 = 5,870.92' R I TOP OF BASEMENT SLAB = 5,868.622 BASEMENT SLAB IS 2.298' BELOW AVERAGE GRADE PLANE, COMPLIANCE IS MET.140W PP G DE E A SH 0 = 88 582' *** RIDGE, ID -POINT, AND EAVE LINE ELEVATIONS SHO ARE TO TOP OF SHEATHING. IT IS RECOMMENDED THAT BUILDING HEIGHTS BE CHECKED AT COMPLETION OF FRAMING. *** wpmsht2016 Z-Gmupac,iteas BEGIN 105'-0 BUILDING 2: GRADE LEVEL CODE PLAN CR1.3 / 118" = 1'4' 2 (R1.3 BUILDING 2: BASEMENT LEVEL CODE PLAN u8e = r-0° BUILDING HEIGHT, STORIES & AREA CALCULATIONS: GENERAL NOTES: 1, MEASURED AS: THE AREA INCLUDED WITHIN SURROUNDING EXTERIOR WALLS (OR EXTERIOR WALLS AND FIRE WALLS) EXCLUSIVE OF VENT SHAFTS AND COURTS. AREAS OF THE BUILDING NOT PROVIDED WITH SURROUNDING WALLS SHALL BE INCLUDED IN THE BUILDING AREA IF SUCH AREAS ARE INCLUDED WITHIN THE HORIZONTAL PROJECTION OF THE ROOF OR FLOOR ABOVE. BUILDING 1 LEVEL 3 (R2) = 8,088 SF LEVEL 2 (R2) = 8,088 SF GRADE LEVEL (R2) = 8,088 SF BASEMENT LEVEL (R2) = 5,408 SF BASEMENT LEVEL S1 = 2,712 SF TOTAL = 32,384 SF BUILDING 2 LEVEL 3 (R2) = 8,068 SF LEVEL 2 (R2) = 8,068 SF GRADE LEVEL (R2) = 8,068 SF BASEMENT LEVEL (R2) = 4,669 SF BASEMENT LEVEL I'S1) = 3.606 SF TOTAL = 32,479 SF ALLOWABLE AREAS. STORIES & HEIGHTS: PER I.B.C. TABLE 503, TYPE VB, WITH SPRINKLER INCREASE FOR HEIGHT AND NUMBER OF STORIES ABOVE GRADE PLANE (SECTION 504.2), AND AREA INCREASE (SECTION 506.3, NFPA 13): R2 = 3 STORIES AND 60 FT. ABOVE GRADE PLANE, 14,000 SF PER STORY AND 63,000 TOTAL SF PER BUILDING. S1 = 1 STORY AND 60 FT. ABOVE GRADE PLANE, 36,000 SF PER STORY AND 36,000 TOTAL SF PER BUILDING, OR, 2 STORIES AND 60 FT. ABOVE GRADE PLANE, 27,000 SF PER STORY AND 54,000 SF TOTAL SF PER BUILDING. ***(FOR THESE CALCULATIONS INCREASES FOR DISTANCE TO PROPERTY LINES HAVE NOT BEEN TAKEN INTO ACCOUNT)*** OCCUPANT LOAD CALCULATIONS: BUILDING 1 LEVEL 3 = 39 OCC. LEVEL 2 = 39 OCC. GRADE LEVEL = 41 OCC. BASEMENT LEVEL = 34 OCC. (S1 = 10 OF BASEMENT TOTAL) TOTAL = 153 OCC. BUILDING 2 LEVEL 3 = 37 OCC. LEVEL 2 = 37 OCC. GRADE LEVEL = 37 OCC, BASEMENT LEVEL = 32 OCC. (S1 = 12 OF BASEMENT TOTAL) TOTAL = 143 OCC. I.B.C. GRADE PLANE CALCULATIONS: GENERAL NOTES: 1. FOR PURPOSES OF DETERMINING GRADE PLANE, THE AVERAGE GRADE AT EACH EXTERIOR WALL WAS USED. THE PERIMETER LENGTH OF EACH BUILDING INCLUDES THE ENTRY ALCOVE UP TO THE STAIR, AND PERIMETER LENGTH OF BALCONY ALCOVES. 2. FOR PURPOSES OF GRADE PLANE CALCULATIONS, 100'-0' IS THE ASSIGNED ELEVATION, TAKEN FROM THE TOP OF BASEMENT SLAB FOR EACH BUILDING. ***SEE ELEVATIONS FOR I.B.C. GRADE PLANE LOCATION FOR EACH BUILDING. BUILDING 1 GRADE ELEVATION x PERIMETER LENGTH = GRADE AREAS, UPPER = 108.625' x 149.67708' = 16,259.8 WALK AREAS, UPPER = 109.21875' x 44.0833333' = 4814.363 PATIO AREAS, UPPER = 108.9166667' x 39.270833' = 4277.158 GRADE AREAS, LOWER = 99.541667' x 165.0625' = 16,430.65 WALK AREAS, LOWER = 99.9166667' x 44.083333S = 4404.327 PATIO AREAS. LOWER = 99.666667' x 80.4375' = 8016.938 TOTALS 522.6145796' 54,202.84 54,202.84 DIVIDED BY 522.6145796' = 103,7147515 AVERAGE GRADE PLANE ELEVATION BUILDING 2 GRADE ELEVATION x PERIMETER LENGTH = GRADE AREAS, UPPER = 108.625' x 138.625' = 15,058.14 WALK AREAS, UPPER = 109.21875' x 88,166667' = 9629.453 PATIO AREAS, UPPER = 108.9166667' x 48.875' = 5323.302 GRADE AREAS, LOWER = 99.541667' x 178.83333' = 17,801.37 WALK AREAS, LOWER = 99.9166667' x 0' = 0 PATIO AREAS. LOWER = 99.666667' x 63.125 ' = 6291.458 TOTALS 517.624997' 54,103.72 54,103.72 DIVIDED BY 517.624997 = 104,5230086 AVERAGE GRADE GARFIELD COUNTY BUILDING HEIGHT CALCULATIONS: REF: ELEVATIONS FOR BOTH BUILDINGS, FROM TOP OF BASEMENT SLAB TO TOP OF ROOF MID -POINT = 41.703', SUBTRACT 40' MAX. HEIGHT = BASEMENT SLABS MUST BE AT LEAST 1.703' MINIMUM BELOW AVERAGE EXISTING GRADE OR MORE. SEE SHEET C4 FOR EXISTING BUILDING CORNER ELEVATIONS, BUILDING 1 POINT 1 = 5,881.01' POINT 2 = 5,886.69' POINT 3 = 5,879.99' POINT 4 = 5,876.83' TOTAL = 23,524.52' AVERAGE EXISTING GRADE, TOTAL DIVIDED BY 4 = 5,881.13' TOP OF BASEMENT SLAB = 5,878.332 BASEMENT SLAB IS 2.798' BELOW AVERAGE GRADE PLANE, COMPLIANCE IS MET. POINT 1 = 5,871.92' POINT 2 = 5,869,07' POINT 3 = 5,872.34' POINT 4 = 5,870.34' TOTAL = 23,483.67' AVERAGE EXISTING GRADE, TOTAL DIVIDED BY 4 = 5,870.92' TOP OF BASEMENT SLAB = 5,868.622 BASEMENT SLAB IS 2.298' BELOW AVERAGE GRADE PLANE, COMPLIANCE IS MET. rr U A tv ti bh = '66 mz *** RIDGE, ID -POINT, AND EAVE UNE ELEVATIONS SHO ARE TO TOP OF SHEATHING. IT IS RECOMMENDED THAT BUILDING HEIGHTS BE CHECKED AT COMPLETION OF FRAMING. *** i3 I 411 E. Main St. 205 ASPEN, (0 81611 (970) 925-1832 I i GRo li ' I 1 a r c h i t e c t s O f� L Ui W z_ a. to 0 Q O z LL3 Q Z J W J J -Q f Q L` 1..1.E m I Seal: F C040 90 O S �C HMI WSKI �SFD AR�� # DATE ISSUED FOR 1 I.04.16 PERMIT SET 12.16.16 SUPP. INFO SI 1.0 1 01.12.17 PERMIT RESPONSE 2 07.01.19 CONSTRUCTION SET Construction U7 0I I9 Issue Date: Drawing Title: BUILDING 2: CODE & ZONING REVIEW Sheet #: copyright 2016 ZGroup Architects BUILDING I: GRADE LEVEL ASSEMBLIES PLAN 4 CRL5 1/8" = 1'-0" " 2. CRL5 BUILDING I: BASEMENT LEVEL ASSEMBLIES PLAN 1/8" = 1'-01, FLOOR/CEILING TYPES (C-1 GENERAL NOTES: 1. SEE STRUCTURAL SHEETS FOR SPECIFIC FRAMING AND CONNECTION REQUIREMENTS. 2. SEE FINISH DESCRIPTIONS FOR FINISHES. 3. IN WET LOCATIONS, USE MOISTURE, MOLD & MILDEW RESISTANT G.W.B. IN THE THICKNESS AND TYPE INDICATED. 4. MECHANICAL ROOMS AND VERTICAL CHASES: USE r TYPE 'X' G.W.B. 5, WHERE VERTICAL CHASE PENETRATES FLOOR ASSEMBLY, r TYPE "X' G.W.B. TO CONTINUE THRU ASSEMBLY FOR CONTINUOUS AND UNINTERRUPTED SHAFT. 6, ALL PENETRATIONS OF FLOOR ASSEMBLY TO BE FIRE —STOPPED, INCLUDES BUT IS NOT LIMITED TO: TOILET PENETRATIONS, FIRE —SPRINKLER LINES, WATER LINES, UTILITIES, MECHANICAL ITEMS, ELECTRICAL ITEMS, ETC. PROVIDE PRODUCT DATA FOR REVIEW. FOR FLOOR/CEILING TYPES DESCRIPTION, WHEN APPLICABLE, LISTS ARE ARRANGED IN ORDER FORM TOP TO BOTTOM. 1 — DWELLING TO DWELLING SEPARATION ASSEMBLY: GA FC 512 REQUIREMENTS: .5 HOUR, STC = 50, [CC = 50 SRM-25 SOUND MAT ***CONFIRM WITH MFR. SOUND MAT LOCATION i" GYPSUM CONCRETE T & G PLYWD. FLOOR (PER ASSEMBLY) 12" NOM. OPEN CHORD WOOD TRUSS 3 r SOUND BATT RESILIENT CHANNEL r TYPE 'X' G.W.B. 2 — STORAGE TO DWELLING SEPARATION UL ASSEMBLY: GA FC 512 REQUIREMENTS: 1 HOUR, STC = 50, ICC = 50 SRM-25 SOUND MAT ***CONFIRM WITH MFR. SOUND MAT LOCARON 1" GYPSUM CONCRETE T & G PLYWD. FLOOR (PER ASSEMBLY) 12" OM. OPEN CHORD WOOD TRUSS 2 R— 0 I U ON TYPE 'X' G.W.B. 3 — DWELLING TO ROOF ASPHALT SHINGLE OR METAL ROOF FINISH SYSTEM ROOF SHEATHING, REF: STRUCTURAL PRE —FABRICATED TRUSS SYSTEM R-38 INSULATION r G.W.B., TYPE 'X' OPTIONAL 4 — CORRIDOR TO ROOF ASPHALT SHINGLE FINISH SYSTEM ROOF SHEATHING, REF: STRUCTURAL PRE —FABRICATED TRUSS SYSTEM r G,W.B., TYPE 'X' OPTIONAL 5 — CORRIDOR TO CORRIDOR ASSEMBLY: 2009 I.B.C. TABLE 720.1 (3), ITEM 21 {ALSO PER 2009 I.B.C., SECTION 104.111 REQUIREMENTS: .5 HOUR W CONCRETE SLAB (SLOPES TO 2" MIN.) DRAIN BOARD WATERPROOF MEMBRANE EXTERIOR GRADE, WATER RESISTANT SHEATHING, REF. STRUCTURAL 9 }" NOM. TJI OR 9 1" NOM. OPEN CHORD WOOD TRUSS TYPE 'X' G.W,B., EXTERIOR GRADE 6 — STORAGE TO EXTERIOR IMPERVIOUS PAVER SYSTEM DRAIN BOARD WATERPROOF MEMBRANE TAPERED INSULATION SHEATHING, REF: STRUCTURAL METAL JOIST, REF: STRUCTURAL R-38 INSULATION r G.W.B., TYPE 'X' 7 — STORAGE TO CORRIDOR ASSEMBLY: 2009 I.B.C. TABLE 720.1 (3), ITEM 21 REQUIREMENTS: 1 HOUR 3 � CONCRETE SLAB (SLOPES TO 2" MIN.) DRAIN BOARD WATERPROOF MEMBRANE EXTERIOR GRADE, WATER RESISTANT SHEATHING, REF, STRUCTURAL 9 r NOM. TJI OR 9 r NOM. OPEN CHORD WOOD TRUSS R-38 INSULATION 2—LAYERS r TYPE 'X' G.W.B. COLUMN TYPES (S-1) GENERAL NOTES: 1. SEE STRUCTURAL SHEETS FOR SPECIFIC FRAMING AND CONNECTION REQUIREMENTS. 2. SEE FINISH DESCRIPTIONS FOR FINISHES. 3. IN WET LOCATIONS, USE MOISTURE, MOLD & MILDEW RESISTANT G.W.B. IN THE THICKNESS AND TYPE INDICATED. FOR COLUMN TYPES DESCRIPTION, WHEN APPLICABLE, LISTS ARE ARRANGED IN ORDER FORM EXTERIOR TO INTERIOR. GENERAL NOTES: 1. SEE STRUCTURAL SHEETS FOR SPECIFIC L — F ACR 2 REQUIREMENTS, 2. SEE STRUCTURAL SHEETy FOR BRACED WALL REQUIREMENTS. 3. FOR EXTERIOR BRACED WALL: EXTERIOR FACE IS SHEATHING LOCATION. 4. FOR INTERIOR BRACED WALL. SHEATHING TO BE CONTINUOUS ON ONE SIDE, CONTRACTOR OPTION AS TO WHICH SIDE RECEIVES SHEATHING, EXCEPTION: FOR INTERIOR WALLS THAT CONTINUE TO FORM EXTERIOR WALLS, EXTERIOR FACE OF EXTERIOR PORTION SHALL DICTATE SIDE TO RECEIVE SHEATHING. 5. SEE FINISH DESCRIPTIONS AND/OR ELEVATIONS FOR FINISHES. 6. PROVIDE WEATHER BARRIER EXTERIOR SIDE OF EXTERIOR WALLS. 7. IN WET LOCATIONS, USE MOISTURE, MOLD & MILDEW RESISTANT G.W.B. IN THE THICKNESS AND TYPE INDICATED. 8. U.N.O., MECHANICAL ROOMS AND VERTICAL CHASES: USE r TYPE 'X' G.W.B. 9. EXCEPTING BASEMENT AND BELOW GRADE WALLS, EXTERIOR FRAME WALLS TO RECEIVE CLASS I OR CLASS 11 VAPOR RETARDER ON INTERIOR SIDE. FOR WALL TYPE DESCRIPTIONS, WHEN APPLICABLE, LISTS ARE ARRANGED IN ORDER FORM EXTERIOR TO INTERIOR. 1 — INTERIOR WALL, DWELLING SEPARATION ASSEMBLY: GA WP 3243 REQUIREMENTS: .5 HOUR, STC = 50 ***WHEN ADJACENT TO BASEMENT LEVEL STORAGE AREA FIRE —RATING IS 1 HOUR. 1 LAYER, r TYPE 'X' G.W.B. 2X6 WOOD STUD & INSULATION RESILIENT CHANNEL (F.V. WHICH SIDE OF WALL) i LAYER, r TYPE 'X' G.W.B. ***WHERE WALL IS ADJACENT TO LOWER LEVEL STORAGE AREAS OR CONTINUES AS EXTERIOR WALL, INSTALL R-20 INSULATION 2 & 2A— INTERIOR WALL, DWELLING SEPARATION, BRACED WALL ASSEMBLY: GA WP 3243 REQUIREMENTS: .5 HOUR, STC = 50 ***WHEN ADJACENT TO BASEMENT LEVEL STORAGE AREA FIRE —RATING IS 1 HOUR. 1 LAYER, r TYPE 'X' G.W.B. BRACED SHEATHING PER STRUCTURAL 2X6 WOOD STUD & INSULATION BRACED SHEATHING PER STRUCTURAL (TYPE 2A ONLY) RESILIENT CHANNEL (F.V. WHICH SIDE OF WALL) 1 LAYER, r TYPE 'X' G.W.B. ***WHERE WALL IS ADJACENT TO LOWER LEVEL STORAGE AREAS OR CONTINUES AS EXTERIOR WALL, INSTALL R-20 INSULATION 3 — CORRIDOR WALL (EXTERIOR WALL) ASSEMBLY: GA WP 3243 REQUIREMENTS: .5 HOUR (1 HOUR AT EGRESS COURT), STC = 50 i LAYER, r TYPE 'X' G.W.B., EXTERIOR GRADE 2X6 WOOD STUD & INSULATION, R-20 RESILIENT CHANNEL (F.V. WHICH SIDE OF WALL) 1 LAYER, r TYPE 'X' G.W.B. 4 — CORRIDOR WALL (EXTERIOR WALL), BRACED WALL ASSEMBLY: GA WP 3243 REQUIREMENTS: .5 HOUR (1 HOUR AT EGRESS COURT), STC = 50 1 LAYER, r TYPE 'X' G.W.B., EXTERIOR GRADE BRACED SHEATHING PER STRUCTURAL 2X6 WOOD STUD INSULATION, R-20 RESILIENT CHANNEL (F.V. WHICH SIDE OF WALL) 1 LAYER, r TYPE 'X' G.W.B. 5 — EXTERIOR WALL, SEE STRUCTURAL FOR SPECIFIC BRACED WALL LOCATIONS BRACED SHEATHING PER STRUCTURAL 2X6 WOOD STUD R-20 INSULATION 1 LAYER, r TYPE Y G.W.B. 6 — EXTERIOR WALL, BALCONY SEPARATION ASSEMBLY: GA WP 3243 REQUIREMENTS: .5 HOUR, STC = 50 1 LAYER, r TYPE 'X' G.W.B., EXTERIOR GRADE BRACED SHEATHING PER STRUCTURAL 2X6 WOOD STUD & INSULATION, R-20 BRACED SHEATHING PER STRUCTURAL RESILIENT CHANNEL (F.V. WHICH SIDE OF WALL) 1 LAYER, r TYPE 'X' G.W.B. 7 — EXTERIOR WALL, CONTINUED FROM INTERIOR DWELLING SEPARATION WALL BRACED SHEATHING PER STRUCTURAL 2X6 WOOD STUD R-20 INSULATION 2 LAYERS, r TYPE 'X' G.W.B. 8 — INTERIOR WALL, 2X6 1 LAYER, r G.W.B., TYPE 'X' OPTIONAL, VERIFY W/G.C. (TYPE 'X' AT MECH. & CHASE) 2X6 WOOD STUD SOUND ATTENUATION INSULATION — OPTIONAL, VERIFY W/OWNER 1 LAYER, r G.W.B., TYPE 'X' OPTIONAL, VERIFY W/G.C. (TYPE 'X' AT MECH. & CHASE) ***OPTIONAL, IF DESIRED TO FLUSH WITH CONNECTING SEPARATION WALL, ADD ADDITIONAL LAYER OF G.W.B.*** 9 — INTERIOR WALL, 2X4 1 — STORAGE AREA COLUMNS SUPPORTING SEPARATION ASSEMBLY BETWEEN STORAGE AND DWELLINGS 10 — ASSEMBLY: 2009 I.B.C., SECTION 721.6, TABLE 721.6.2(1) AND TABLE 721.6.2(2) €ALSO PER 2009 I.B.C., SECTION 104.111 REQUIREMENTS: 1 HOUR 1 LAYER, r G.W.B., TYPE 'X' OPTIONAL, VERIFY W/G.C. (TYPE 'X' AT MECH. & CHASE) 2X4 WOOD STUD SOUND ATTENUATION INSULATION — OPTIONAL, VERIFY W/OWNER 1 LAYER, g G.W.B., TYPE 'X' OPTIONAL, VERIFY W/G.C. (TYPE 'X' AT MECH. & CHASE) CORRIDOR WALL (EXTERIOR WALL), NON —HABITABLE SPACE ASSEMBLY: U314 REQUIREMENTS: 1 HOUR 1 LAYER, r TYPE 'X' G.W.B., EXTERIOR GRADE 1 LAYER (ALL SIDES), r TYPE 'X' G.W.B. (40 MINUTES) 2X6 WOOD STUD PSL COLUMN (REF: STRUCTURAL) (20 MINUTES) R-20 INSULATION ***FIRE PROTECTION TO EXTEND FULL—LENGTH OF COLUMN AND INCLUDE 1 LAYER, r TYPE 'X' G.W.B. — AT PORTION EXTENDING UP TO EXT. AT STAIR LOCATION, FASTENERS.*** USE EXTERIOR G.W.B. BOTH SIDES NOTES: 1. IF PROPRIETARY PRODUCTS BRANDS TYPES, OR MATERIALS ARE SPECIFICALLY NOTED IN THE TESTED ASSEMBLIES FOR FIRE OR SOUND REQ., THEN THOSE MATERIALS & PRODUCTS ARE REQUIRED. 11 — INTERIOR WALL, DWELLING SEPARATION, STEM WALL CORNER ASSEMBLY: GA WP 3243 REQUIREMENTS: .5 HOUR, STC = 50 1 LAYER, r TYPE 'X' G.W.B. 2X6 WOOD STUD & INSULATION, R-20 WOOD FRAME FURRING FOR FLUSH CONDITION AT STEM WALL CORNER RESILIENT CHANNEL (F.V. WHICH SIDE OF ALL) 1 LAYER, r TYPE 'X' G.W.B. STEM WALLS CLARIFICATION: 12 — STEM WALL AT SLAB ON GRADE STEM WALL INSULATION IS R-10 CONTINUOUS. WATERPROOFING SYSTEM AT FULL —HEIGHT BASEMENT WALLS, CONCRETE WALL PER STRUCTURAL INSULATION OPTION IS R-10 CONTINUOUS, n0.I1nAl Al. OV 0IDDIAIn vrn,ry LL,/nn OR, R-13 CAVITY \ ^ _ OPTIONAL: R-10/R-13 13 — STEM WALL AT HABITABLE AREA WATERPROOFING SYSTEM INSULATION, VERIFY W/G.C. 411 E. Main St. 205 ASPEN, CO 81611 (970) 925-1832 G1101JP a r c h i t e c t s 111/1 O F� U LJJ _Z a Q i O Q LLI J C9 LLJ J Q Q LL. LL. 1 i Ili �i �h Seal: f cozo 90 O S %C HMt VVSKI �! 0 06 Sp # DATE ISSUED FOR 11.04.16 PERMIT SET 12.16.16 SUPP. INFO SI 1.0 1 01.12.17 PERMIT RESPONSE 2 07.01.19 CONSTRUCTION SET Construdion 07.01.19 Issue Date: Drawing Title: ASSEMBLIES, BUILDING I WALL & CEILING TYPES Sheet M CR I 5 Copyright 2016 2-Group Architects i WALL Gypsum Products - NOT USED, S1929394969&II REPLACED Fire and S sembly - Wood -Framed Walt Base Layer. 518" (15. cughRoc101 Fireguard Xud or 5111"(15.9 mm) DeOSArmor Plus Fireguard gypsum board applied horizontally side of 2" x 4* wood studs IS* (406 tom) o.m staggered 8" (203 mm) o c. an 2'x 6' wood plates with 1-718 5d coated nails 24' (610 tom) o.c. Face Layer 503' (15.9 tom) ToughRock® Fireguard XTM or 51 m) DensArmor Plus Fireguard gypsum board applied honzontally to studs wah 2-3r8" (60 mm) 8d coated mm) o.c. Stagger vertical joints 16' (406 mm) o.c. each layer and side. Horizontal bracing required at mi Sound Tested with nails for base layer spaced 6' (152 mm) o.c Hourly Rating_ 2-hour STC RatIN: 6054 STC Fire Test Reference: GA WP 3910 Sound Test Reference: NGC-2377 Approved for Assembly: ToughRock® Fireguard CO Products ToughRock9 Fireguard XTM Products ToughRock® Fireguard XT11 Mold-Guarclon Products DensAmtar Pines) Fireguard® Products DeoeGlai Fireguard® Sheathing DensShield® Fireguard® Tile Backer DensArmor Plus& Fireguard CO) Products ToughRock® Lite-Weight Fire -Rated Products ua d o MPC interior riots s mblssaanlA"rid abovepubs tnrhimu Fan pa r aad Flo am -For conatn ,a IRCa s 9 (TrP 1 f. aaamAma P P Piro 9 ry I' uof Uensanraor Piasb Fad uaNW h nave not been appmvetl by ULC for 60ng n ,nett assembae as of me tlale d m pubacallon at n g lip PeMtmanw (r}pe OAP) ansiatur Pa oat Pmarta Merlereu ULCInn inventhee nester 2. hmar W actin, a GAEoa oesb = Aasealmon lMed as AuP ..arm Me GABW F Reasuse s Oeapn Manual only lot one prod, Par et r, or test for and may rim of Nnas diadems mfemnceA in me ilusrmtons above. Please consent the epecawd lk, cUE, lleC or other use Ibmg or test tor a rapolbR lot, Lappevetl Products 3. approved by Gto, finr at sure. For ULC assembliesrmsofar above.Toar, Pk.cn Lite-Waid, Firi-Rated Gypsum RoarO (type LWX1 is not appeved by ULLfpr! ling in sure assnrrblcs as of ma date of m'n pubRcaaon. Please tleck with ULG fnr wneM in(amanun. Created and Punted - 2/1112016 - of gpgypsum.cone 2012. Georgia-Pacific Gypsum LLC All lights pounced. Unless oinorasc noted, al [atoms, m ann9 the Gcomwa-Padec brp, we owned by or leorwd to Gcwgu_Pa Gypsum LLC. I ASS CRI 2 (R1.6 BXIj V - Fait Kelibijai RatiM - A1111 UL 263 RXIV V7 - FEm AeaGWnce Ratings - CAWWX-WG1 CeatiHed fm' Canada Tdai�,a t11.. v� BLcx�Nn-3q, mis s®rri4wa lhas4-aa4r- F"aridr ILdFYa-ltis4AmemdlmF "LWira6adral �t fie W. BUILDING I: LEVELS 2 & 3 ASSEMBLI 1/811 = 11-011 an. WITH ASSEMBLY, GA WP 3243, SEE SHEET CR I.10 1101UUNI'AL SLCITON I -Wand Studs- liken2by4in.alwmatingtmop,xniwside:ofnam2by6in. wtxM,late . Spaced 24 in (%'max tm rucM1 .,Tale nfwnnd,lae,, ,[asgwmd 12 in. (1C. ,m a,prnite side. 2. Cylamm Raard4— 518 in, thick, two layersmad W either horirontalty or vertically. Inner lays attached to surds with the 1-7/9 in. nails spaced 6 in. OC. Omer layer anal eel to studs over Trice, layer with the 2-318 inlong nails spaced 8 in, OC. vertical joints located over shads. All pints in face layers aaggered with joints in base Jo his of each lase layer offset with joints ofbase layer on oppoule side. widdas other Tan 48 m gyps. based in be installed horiumaally. When -,Mci embers*(hems5, 5A fir5Fn amassed, Face layer aztacheim fimng chaamelc ring Tvpe R Mrgle lwaf steel ,craven cry eA ntaz I! in. r .face lays- adisaalliIIIIIIIJiL long Type S brgle-lva creel Wrews armed max x in. C. AMERICAN GYPSUM CO —Ty 2A. Cypsam Itpard*—(.ens an alternate m trem 2) ick gvpsnm panels, With beveled, squme, w tapmed edge, applied either horn venicaity. ease layer gypec n Panels fastened to training with 1-14 in, tteg'ry threatl gyp arm papal steel screws spaced a max 16 in. OC, Willi Iasi screw I baaN-Face lsyl,alavhed with l-7B m. hag Typw ,tenet xm:ws sp max R in M. tur=11 used in u'id Is,, atnr lM1 Mends arc mix: man, lWha,namblly. AMFRICAN GhTSTIM CO -- 2R_Gyprum (As an altrnlatcminm 3) Fnr u,cwith=_1111asc lave b'1'P' .fzvamWmfmming with)-Il4 in.kmg TypeW ,axes,, thr� gyps cl s raw,panW a max 16 in. OC, with tact renew I in. From edge of hi wreathed With 1-713 in. long Type W bugle -head steel srcws,paced in. 0C. When mad in widths Mother than 49 in., 9yM1au^ boards am to be walled hraixammny handation, hem 447 or 41) is rcgmmd AMFRICAN Oink CO— type AG-( 2C. Cwpnum Remrd* — (As w altemam to hem 21 5/9m chick, two layea applied vertically. timer laver attached m sods whh the-7rR irv. riddle spaced6 in. OC. sharer leyerarached m cords over inner layer w10a the 2-Vig in. king nails spaced R..-OC. Vertical jen. located ever ands. All joints in One, layersstucered with jnims in hate layers Inims of each hate layer rrf£.etwithjadmc o,1 Fast layer fin 3A in long, side. As he m boarde fo 6 mr6d heal drywall rcrm� Ing cement Inng and 2- LR in Imsg, nary he nrhmimnW for the fd 1-!R in and 2-31R in. long cement caused nvk. When used in widths when tan 49 in . gypsum board To be installed Itnri or. mlly. Rmn aad Rlankens Placed m sm l eaviry as described in Irem 4E, When Sled F'raptla¢ M1lemhenT fibers 5, 5A m 5BJ sup uwW bast lays ateachal to limas channel, With 1 an Joe, I , p S bu¢Iv head ted,cruns p.I'd mad 16 io OQ lace layer shad.,] alb 1-5+R m bug Type S barl hpial slocl armns spatted max 8m OC. AMERICAN(:YP91f111CO Typcx AGX I,M-Rlapad AG-C 3_ Joi ils and NaOhead,—Oypsmrt broad joint- uoveevl with tapw aad and compound Nail heads ancred with joint con errand As an alternate, norm 332 m. thick b l,..,,Lr plaater may be applicd m noire cwfhuu a1'(7assifnW veraor Iacuboard Joint, minfurccsL 4. Ram and Rlanheta'—h0rumrvaq 3-H2 in. tom. thickness glass w minend fiber ban ism Innis, stapled m sni See Baits add Bbakcts (BUZ) cal -gory lid, 61 ufC'bmifird canpxwee. 4A-F6rer,Sprayed* Opticaul AsdeaRcmmemRamand Blankciagarn4)- SPmya Im]ecRuhsc masdaY.Thu. fiber is applied with wacr in enmpletcly fill the enclosed cavity in accordance with the applicaion insmuemam, supplied with Ap, ny..:o-mr:r�,,.a+i,a•+w,sn carersnouns..n:..a,..sn>da.,:m.n_...,.,=,r.,.:as:.,_:w:n�-..w..✓.xm�s,:,.".�:e sn ES PLAN 79 ,made with a nominal dry-ekn,ity of 2.71hRs. Almr„ae Application hfmhM: The labor is applied ,intent water oralbesin, at a isnitral dry density of 3.5 Will, to aeeonlamc wah Ibc application inwmmivaa s.'ricel with ibo peasha r. When trend 5 5A. 5B is u W, 1'ibe; Spmycvl a 11 be 4YS735, IN5745, INS765LU or IN 5770LU U S GREF-NFIBER L I. C INS735& INS745 frr use with wu m dry appiicaest. IiI OLD, WS5I SLID. M954I LD, INST35, I149745, IN5765LD, and TNS77flLD arc to he used fan dry applieanon oely 4B Faller, Sprayed—Opmaal— As an unceram to Brifis addRfanketslf4um4)- spiny p,Td cd collalow, fbt. -Tin fiber isapplaud with widur m completely fill the wkw.d cavity in roaddame, with thc applicarion in,haefi ro supplied wish ahu panduct The firimmerm dry deny shallbo 430 ffwJfrt. IN fEILINAI'IONAL CRLLULOJE CORP —C'elbar-RL 4C. Rafts aad Blankets* —Required in rice with resilient channek, Item 6, min. 3 in, thick mineral wad bats, fricuum-fined to fill interior Mwan. ROXULINC—Type SAIL- UND fD4:RMAFIKERINC -Type SAFB 3n-Sales and RlankM*—Rcquimd fnr w' ,Tent cianncls. Tmm6 (As anallemacmhem4C)-min3in Chic- rhea Ma ring the Ill. clacsifirxinn Marking as to Surf and•nr Fire Resivame, frictinn-frred to fill the interim eftbe wall.. Rlnnkets(RRNP or R717.) CateR"dea fnr tits of C;laccifed own 4L. Bans and—(Regnired for use(iypwun Board hear 2(:)—Glass fiber insulation, {a thick, mist. density ofO.80 pcf, with a Raau spend of25 m bras developed of 50 ce l� fddiuu-lilted to completely LR the send c Bale aad UklnkcB C'nlsury JBE.NV}for names ufmauutw:lamas. _.teel Framin¢S/emhers* (OptionaLlutShtvn) Funmgchanndsmal Stevi 000 From ing Manta: ac dcw:nMdbchaw: a.l-)vn gCnnwis-4ormedof No.25USGgalvsteel.2-9/16 in, or 2-23/32 in, wide by 7113 in. deep, spaced 24 in. OC Penxndicularlo aids. Channels secured to studs as described in Item b. hods of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG gals steel wire hear rnrbend of overlap. As analleruant ends of adjoining contends ,a,.u.,..�,i en.a..uas.rnruunra:Mr:>�..w,,,mmmr..".._ .�, >n_,:nn..�-.awm_=van=s•*.mTa x sward 'om S, maybe overlapped 6 is arM secured m6etM1a with Km cell -tapping 56 framing screws, min. 7116m. long arthe midpmt ofthe rnmrla,. with one »crew fin each flange nfthe channel Gypmm M rd amxlreA m fi,rdng canrzk ac descnTwA in Teem 2. b. Sled Framin¢ bimbtn* — Used m adecb fender dhwtmis (ecma) in studs (lam I). Clips a,mcd 4b in. (X;., awl awueW to ,lads with No. 8 x 2-V2 in. awlx,tr;waB even dmugh Its uaica A. t'mring,hadmi, arc lineman Gaol ism clips. RS1C'd clip iM 2-9116 is wide Purring chmamds. RS[G] (LlSJ alipi a- /32 in. wide Gtmog chwmvls. PAC. TNTE NALLLC Types RSTC-t,RS1C-I (2.751 5A. Steel Freddie, Memiera*—f(Jpa unl— Furring channels a ad Ska:l Fending klurrilmra an dcurihW below: it. Furring Channel,— Ford" aNn.25. s L2-3,R m. Wide by 7,R in des,,. spaced 24 in. fX' „ound ands. Chanrek secnrod en mul, s described in item b. F. - ing channels me hearlaPped 6 i,. ..it had together With der sfNn. Ill SW CT gaty steel wire near each end nfsverkp. As he alternate, ends of adjoining channels may he overlapped 6 in, and esoned mgaher with tan wiRmpping JF6 framing screws. min. 7116 in. long m the midroim ofthe overlap, with once screw an each flange ofthe ohm eel. Gvpsam board attached eo fennag channels as desent,ei in her, 2. h. teei Fianna¢ Members thind 1 d aw.h fiaring chamuls (bud atis mph, Ch,w pn d48m nC Goinu slips samrcd to stud, with No 8x 1-Ill in vwar. drywalF -though the will, hale. Futons eham,cl, am fri use, hoed arm ,fine M=QINC Type Gomm Clip 58. See i Fuming Memken*—(()ptianal, Not SMrwn)—Fmm,g eM1anncis and re,olicnt c,mal solatitm clip as dcwribal below_ 'hnnn —F fN.25 MSG alvacel. aced a. Furrlrr¢ C ek mined a o g Shared 24in. C1(. perpendirnlarm den&. (lnnnels secnrW m 4tlafa as described in Item b. F.nds ofadjoiningchanerels merlapped (in. midsunned m ideIiwirh fourselfetopping No.dge). ypsumitling screws (2 Per side i in, and 4 in. fmm em+mp edge). board asking ha£wringallbe sasdescribedin Irem2. ILMOUt (bared holadmi lips be ypl hedA13 to lode With We.ima OU2 to home Ich ml oCOPSt type A237R loaned asumImasly2in, fmm eachend inocha channel channellath Gypsumn. OC, aside joints fawetted into channel with serves ,laced 8 in. OC, em�n�ramr•+m.avximwwenw..ea...weavanrn:w: �r<«uoma,m am�am �ao.ornmaasa. m odes®-r.wwr+.�.swu..rmuea tpammaeb 12ia 6aaa jlua0 diuel4a � � hitt9owa TVk7R ®alnFaldet[Faa.all --aafi<aaa ri>Qb, 25lLTG a.4ttnd-elosd epnirzaT 24u.OL".. Prima,ead tsh haddite ithdanwhd delksow,Iaa.dauoalleaped ledida, Cme Pkfa,pr IIY1diddad. LYq. 1Y}0Yb,6b'4f Clarai4 i!61f, iawdaima ]YVB 4U dr4li 6 try 7.7(ua- 4W.BAIr6il wta—St•Wr�wJ—Tenn ,Yaoam12by4 iQ rid mrua"Ib76 wit ,aadamldbloddwt4ltna aa.104 2by 4mlbws It vI- dheriro'm 26y 4u rd aia3 0, log ladataia ap®la� I6ia Cat_ ivti-a0,. hoammpla. wotaapnYs auaaraaYb4 aad ..deb it mn urY W Tie wYi Ptinim wood ardra�bls 6aadlly w�l .... 2br4v. aml re,a f mk=d la" Il a Ideal lildrrba amp l m aQ 1601.IX:. aartu07.66®arva me tm>aa.ia� w 1mnF®ilatvaxuln per Ind oddly- Nu-IsuCtaU,r6tin rml dgei ]dell Ir a[ Y aud,aua api b do dgifi dBa: faaalral amR *ata`relb deed aeadra44 Wa Ytu Oc Ul. n[eUL[MrBnbihaNiSe firAafll� dmPlnFlae Ilse IfE rr edn lY.@wf t welt v O4awl, arspa44.ey. 2 FLOOR/CEILING TYPES (C-1): WALL TYPES W-1 d 1,2,3,4,6, & 11 GENERAL NOTES: GENERAL NOTES: 1. SEE STRUCTURAL SHEETS FOR SPECIFIC FRAMING AND CONNECTION 1. SEE STRUCTURAL MEETS FOR SPECIFIC L - 2 REQUIREMENTS. REQUIREMENTS. 2. SEE FINISH DESCRIPTIONS FOR FINISHES. 2. SEE STRUCTURAL SHEETS FOR BRACED WALL REQUIREMENTS. 3. IN WET LOCATIONS, USE MOISTURE, MOLD & MILDEW RESISTANT G.W.B. IN THE 3. FOR EXTERIOR BRACED WALL: EXTERIOR FACE IS SHEATHING LOCATION. THICKNESS AND TYPE INDICATED. 4. FOR INTERIOR BRACED WALL SHEATHING TO BE CONTINUOUS ON ONE SIDE, CONTRACTOR 4. MECHANICAL ROOMS AND VERTICAL CHASES: USE r TYPE 'X' G.W,B- OPTION AS TO WHICH SIDE RECEIVES SHEATHING, EXCEPTION: FOR INTERIOR WALLS THAT 5, WHERE VERTICAL CHASE PENETRATES FLOOR ASSEMBLY, r TYPE "X' G.W.B. TO CONTINUE TO FORM EXTERIOR WALLS, EXTERIOR FACE OF EXTERIOR PORTION SHALL DICTATE CONTINUE THRU ASSEMBLY FOR CONTINUOUS AND UNINTERRUPTED SHAFT. SIDE TO RECEIVE SHEATHING. 6. ALL PENETRATIONS OF FLOOR ASSEMBLY TO BE FIRE -STOPPED, INCLUDES BUT 5. SEE FINISH DESCRIPTIONS AND/OR ELEVATIONS FOR FINISHES IS NOT LIMITED TO: TOILET PENETRATIONS, FIRE -SPRINKLER LINES, WATER LINES, 6. PROVIDE WEATHER BARRIER EXTERIOR SIDE OF EXTERIOR WALLS. UTILITIES, MECHANICAL ITEMS, ELECTRICAL ITEMS, ETC. PROVIDE PRODUCT DATA 7. IN WET LOCATIONS, USE MOISTURE, MOLD & MILDEW RESISTANT G.W.B. IN THE THICKNESS FOR REVIEW. AND TYPE INDICATED. 8. U.N.O., MECHANICAL ROOMS AND VERTICAL CHASES: USE r TYPE 'X' G.W.B. FOR FLOOR/CEILING TYPES DESCRIPTION, WHEN APPLICABLE, LISTS ARE ARRANGED 9. EXCEPTING BASEMENT AND BELOW GRADE WALLS, EXTERIOR FRAME WALLS TO RECEIVE IN ORDER FORM TOP TO BOTTOM. CLASS I OR CLASS II VAPOR RETARDER ON INTERIOR SIDE. 1 - DWELLING TO DWELLING SEPARATION FOR WALL TYPE DESCRIPTIONS, WHEN APPLICABLE, USTS ARE ARRANGED IN ORDER FORM ASSEMBLY: GA FC 512 EXTERIOR TO INTERIOR. REQUIREMENTS: .5 HOUR, STC = 50, ICC = 50 1 - INTERIOR WALL, DWELLING SEPARATION ASSEMBLY: GA WP 3243 SRM-25 SOUND MAT REQUIREMENTS: .5 HOUR, STC = 50 WHEN ADJACENT i0 BASWIEN, E'/EL STORAGE ***CONFIRM W9TH MFR. SOUND MAT LOCATION AREA FIRE —RATING IS 1 HOUR:*' 1" GYPSUM CONCRETE T & G PLYWD. FLOOR (PER ASSEMBLY) 1 LAYER, r TYPE "X' G.W.B. 12" NOM. OPEN CHORD WOOD TRUSS 2X6 WOOD STUD & INSULATION II 3 r SOUND BAiT RESILIENT CHANNEL (F.V. WHICH SIDE OF WALL) RESIDENT CHANNEL 1 LAYER, r TYPE 'X' G.W.B. r TYPE 'Xr G.W.B, ***WHERE WALL IS ADJACENT TO LOWER LEVEL STORAGE AREAS OR CONTINUES AS EXTERIOR WALL, INSTALL R-20 INSULATION 2 — STORAGE TO DWELLING SEPARATiON UL ASSEMBLY: GA FC 512 2 & 2A- INTERIOR WALL, DWELLING SEPARATION, BRACED WALL REQUIREMENTS: 1 HOUR, STC = 50, [CC = 50 ASSEMBLY: GA WP 3243 REQUIREMENTS: .5 HOUR, STC = 50 ***WHEN ADJACENT TO BASEMENT LEVEL STORAGE SRM-25 SOUND MAT AREA FIRE -RATING IS 1 HOUR. F ***CONFIRM WITH MFR, SOUND MAT LOCATION 1" GYPSUM CONCRETE 1 LAYER, r TYPE 'X' G.W.B. T & G PLYWD. FLOOR (PER ASSEMBLY) BRACED SHEATHING PER STRUCTURAL 12" OM. OPEN CHORD ODD TRUSS 2 2X6 WOOD STUD & INSULATION BRACED SHEATHING PER STRUCTURAL (TYPE 2A ONLY) R- 0 I ULA ON RESILIENT CHANNEL (F.V. WHICH SIDE OF WALL) r TYPE 'X' G.W.B, 1 LAYER, r TYPE 'Xa G,W.B. ***WHERE WALL IS ADJACENT TO LOWER LEVEL STORAGE AREAS OR CONTINUES 3 - DWELLING TO ROOF AS EXTERIOR WALL, INSTALL R-20 INSULATION ASPHALT SHINGLE OR METAL ROOF FINISH SYSTEM 3 - CORRIDOR WALL (EXTERIOR WALL) ROOF SHEATHING, REF: STRUCTURAL ASSEMBLY: GA 0 3243 PRE -FABRICATED TRUSS SYSTEM REQUIREMENTS:.5 HOUR (1 HOUR AT EGRESS COURT), STC = 50 R-38 INSULATION r G.W.B., TYPE 'Xr OPTIONAL 1 LAYER, }r' TYPE Y G.W.B., EXTERIOR GRADE 2X6 WOOD STUD & INSULATION, R-20 4 - CORRIDOR TO ROOF RESILIENT CHANNEL (F.V. WHICH SIDE OF WALL) 1 LAYER, r TYPE 'Y G.W.B. ASPHALT SHINGLE FINISH SYSTEM ROOF SHEATHING, REF: STRUCTURAL 4 - CORRIDOR WALL (EXTERIOR WALL), BRACED WALL PRE -FABRICATED TRUSS SYSTEM ASSEMBLY: GA WP 3243 r GAB., TYPE 'X' OPTIONAL REQUIREMENTS: .5 HOUR (1 HOUR AT EGRESS COURT), STC = 50 5 - CORRIDOR TO CORRIDOR 1 LAYER, r TYPE 'Xi G.W.B., EXTERIOR GRADE BRACED SHEATHING PER STRUCTURAL ASSEMBLY: 2009 I.B.C. TABLE 720.1 (3), ITEM 21 zzs WOODSTUD {ALSO PER 2009 I.B.C., SECTION 104.11} INSULATION, R-20 REQUIREMENTS: .6 HOUR RESLENT CHANNEL (F.V. WHICH SIDE OF WALL) 3+" CONCRETE SLAB (SLOPES TO 2" MIN.) 1 LAYER, r TYPE Y G.W.B. DRAIN BOARD WATERPROOF MEMBRANE 5 - EXTERIOR WALL, SEE STRUCTURAL FOR SPECIFIC BRACED WALL LOCATIONS EXTERIOR GRADE, WATER RESISTANT SHEATHING, REF. STRUCTURAL BRACED SHEATHING PER STRUCTURAL 9 }" NOM. TJI OR 9 r NOM. OPEN CHORD WOOD TRUSS 2X6 WOOD STUD TYPE 'Xa G.W.B., EXTERIOR GRADE R-20 INSULATION 1 LAYER, r TYPE 'X' G.W.B. 6 — STORAGE TO EXTERIOR 6 — EXTERIOR WALL, BALCONY SEPARATION IMPERVIOUS PAVER SYSTEM ASSEMBLY: GA WP 3243 DRAIN BOARD REQUIREMENTS:.5 HOUR, STC = 50 WATERPROOF MEMBRANE TAPERED INSULATION SHEATHING, REF: STRUCTURAL i LAYER, r TYPE Y G.W.B., EXTERIOR GRADE BRACED SHEATHING PER STRUCTURAL METAL JOIST, REF: STRUCTURAL 2X6 WOOD STUD & INSULATION, R-20 R-38 INSULATION BRACED SHEATHING PER STRUCTURAL r G.W.B., TYPE Y RESILIENT CHANNEL (F.V. WHICH SIDE OF WALL) 7 - STORAGE TO CORRIDOR 1 LAYER, r TYPE Y G.W.B. ASSEMBLY: 2009 I.B.C. TABLE 720.1 (3), ITEM 21 7 - EXTERIOR WALL, CONTINUED FROM INTERIOR DWELLING SEPARATION WALL REQUIREMENTS: 1 HOUR 3 r CONCRETE SLAB (SLOPES TO 2" MIN.) BRACED SHEATHING PER STRUCTURAL 2X6 WOOD STUD DRAIN BOARD R-20 INSULATION WATERPROOF MEMBRANE 2 LAYERS, r TYPE Y G.W.B. EXTERIOR GRADE, WATER RESISTANT SHEATHING, REF, STRUCTURAL 9 1" NOM• TJI OR 9 �" NOM. OPEN CHORD WOOD TRUSS 8 - INTERIOR WALL, 2X6 R-38 INSULATION 2-LAYERS r TYPE 'X' G.W.B. 1 LAYER, r G.W.B„ TYPE 'X' OPTIONAL, VERIFY W/G.C. (TYPE 'X' AT MECH. & CHASE) COLUMN TYPES (S-1) 2X6 WOOD STUD SOUND ATTENUATION INSULATION -OPTIONAL, VERIFY W/OWNER GENERAL NOTES: 1 LAYER, r G.W.B., TYPE 'X' OPTIONAL, VERIFY W/G.C. (TYPE Y AT MECH, & CHASE) i. SEE STRUCTURAL SHEETS FOR SPECIFIC FRAMING AND CONNECTION ***OPTIONAL, IF DESIRED TO FLUSH WITH CONNECTING SEPARATION WALL, ADD REQUIREMENTS. ADDITIONAL LAYER OF G.W.B.*** 2. SEE FINISH DESCRIPTIONS FOR FINISHES. 3. IN WET LOCATIONS, USE MOISTURE, MOLD & MILDEW RESISTANT G.W.B. IN 9 - INTERIOR WALL, 2X4 THE THICKNESS AND TYPE INDICATED. FOR COLUMN TYPES DESCRIPTION, WHEN APPLICABLE, LISTS ARE ARRANGED IN 1 LAYER, r G.W.B., TYPE YOPTIONAL, VERIFY W/G.C. (TYPE YAT MECH. & CHASE) 2X4 WOOD STUD ORDER FORM EXTERIOR TO INTERIOR. SOUND ATTENUATION INsuu+TloN — oPTIoNaI, VERIFY W/oWNER 1 LAYER, r G.W.B., TYPE 'X' OPTIONAL, VERIFY W/G.C. (TYPE Y AT MECH. & CHASE) 1 — STORAGE AREA COLUMNS SUPPORTING SEPARATION ASSEMBLY BETWEEN STORAGE — 10 CORRIDOR WALL (EXTERIOR WALL), NON —HABITABLE SPACE AND DWEWNGS ASSEMBLY: 2009 I.B.C., SECTION 721.6, TABLE 721.6.2(1) AND TABLE 721.6.2(2) U314B.C., (ALSO PER 2009 I.B.C, SECTION 104.111 REQUIREMENTS: 1 HOUR REQUIREMENTS. i HOUR 1 LAYER, r TYPE 'X' G.W.B., EXTERIOR GRADE 1 LAYER (ALL SIDES), r TYPE YG.W.B. (40 MINUTES) 2X6 WOOD STUD R-20 INSULATION PSL COLUMN (REF: STRUCTURAL) (20 MINUTES) +**FIRE PROTECTION TO EXTEND FULL—LENGTH OF COLUMN AND INCLUDE 1 LAYER, r TYPE Y G.W.B. — AT PORTION EXTENDING UP TO EXT. AT STAIR LOCATION, FASTENERS.*** USE EXTERIOR G.W.B. BOTH SIDES 11 — INTERIOR WALL, DWELLING SEPARATION, STEM WALL CORNER ASSEMBLY: GA WP 3243 REQUIREMENTS: .5 HOUR, STC = 50 1 LAYER, r TYPE 'X' G.W.B. NOTES: 2X6 WOOD STUD & INSULATION, R-20 WOOD FRAME FURRING FOR FLUSH CONDITION AT STEM WALL CORNER 1. IF PROPRIETARY PRODUCTS BRANDS, CHANNEL WHICH SIDE OF ALL I LAYER, G.W.B. STEM WALLS ON TYPES, OR MATERIALS ARE GRADE AT SLAB ON GRADE STEM WALL AB ,2 — STEM wall S. Rto UOUS i SPECIFICALLY NOTED IN THE TESTED U HT BA EMENWATERPROOFING SYSTEM FULL —HEIGHT BASEMENT WALLS,ASSEMBLIES FOR FIRE OR SOUND REQ., LNsu�N CONCRETE WALL PER STRUCTURAL CA' YON OPTION Is R—to CONTINuous, TNEN THOSE MATERIALS &PRODUCTS OPTIONAL: R-10/R-131NSULATION, VERI2 Q a ARE REQUIRED. 13 - STEM WALL AT HABITABLE AREA WATERPROOFING SYSTEM 10/R-13 INSULATION INSULATION, VERIFY W/G.C. I 411 E. Main St 205 ASPEN, f0 81611 (970) 925-1832 G11011P La r c h i t e c t s 0 Z to W z d Iddiddid- U) 0 0 06. Z Ct w J J tJ Q O Q u. I Seal F C04o� 90 S HMI WSKI r� 0 06 ySFO ARG� # DATE ISSUED FOR 11.04.16 PERMIT SET 12.16.16 SUPP. INFO SI 1.0 1 01.12.17 PERMIT RESPONSE 2 07.01.191 CONSTRUCTION SET Construction 07.01.19 Issue Date: Drawing Title: ASSEMBLIES, BUILDING I WALL & CEILING TYPES Sheet #: R I copynght2016 Z-Group Architects BEGIN 105'-0 i BUILDING CR1.7 I/8" = I'-0" 2. CRIJ 2: GRADE LEVEL ASSEMBLIES PLAN BUILDING 2: BASEMENT LEVEL ASSEMBLIES PLAN 1 /8" = 1'-0" FLOOR/CEILING TYPES (C-1 GENERAL NOTES: 1. SEE STRUCTURAL SHEETS FOR SPECIFIC FRAMING AND CONNECTION REQUIREMENTS. 2. SEE FINISH DESCRIPTIONS FOR FINISHES. 3. IN WET LOCATIONS, USE MOISTURE, MOLD & MILDEW RESISTANT G.W.B. IN THE THICKNESS AND TYPE INDICATED. 4. MECHANICAL ROOMS AND VERTICAL CHASES: USE r TYPE 'X' G.W.B. 5. WHERE VERTICAL CHASE PENETRATES FLOOR ASSEMBLY, r TYPE "X' G.W.B. TO CONTINUE THRU ASSEMBLY FOR CONTINUOUS AND UNINTERRUPTED SHAFT. 6. ALL PENETRATIONS OF FLOOR ASSEMBLY TO BE FIRE -STOPPED, INCLUDES BUT IS NOT LIMITED TO: TOILET PENETRATIONS, FIRE -SPRINKLER LINES, WATER LINES, UTILITIES, MECHANICAL ITEMS, ELECTRICAL ITEMS, ETC. PROVIDE PRODUCT DATA FOR REVIEW. FOR FLOOR/CEILING TYPES DESCRIPTION, WHEN APPLICABLE, LISTS ARE ARRANGED IN ORDER FORM TOP TO BOTTOM. i - DWELLING TO DWELLING SEPARATION ASSEMBLY: GA FC 512 REQUIREMENTS. .5 HOUR, STC = 50, ICC = 50 SRM-25 SOUND MAT ***CONFIRM WITH MFR. SOUND MAT LOCATION 1" GYPSUM CONCRETE T & G PLYWD. FLOOR (PER ASSEMBLY) 12" NOM. OPEN CHORD WOOD TRUSS 3 r SOUND BATT RESILIENT CHANNEL r TYPE 'X' G.W.B. 2 - STORAGE TO DWELLING SEPARATION UL ASSEMBLY: GA FC 512 REQUIREMENTS: 1 HOUR, STC = 50, ICC = 50 SRM-25 SOUND MAT ***CONFIRM WITH MFR. SOUND MAT LOCATION 1" GYPSUM CONCRETE T & G PLYWD. FLOOR (PER ASSEMBLY) 12" OM. OPEN CHORD WOOD TRUSS 2 R- 0 I u oN r TYPE 'X' G.W.B. 3 - DWELLING TO ROOF ASPHALT SHINGLE OR METAL ROOF FINISH SYSTEM ROOF SHEATHING, REF: STRUCTURAL PRE -FABRICATED TRUSS SYSTEM R-38 INSULATION r G.W.B., TYPE 'X' OPTIONAL 4 - CORRIDOR TO ROOF ASPHALT SHINGLE FINISH SYSTEM ROOF SHEATHING, REF: STRUCTURAL PRE -FABRICATED TRUSS SYSTEM r G.W.B., TYPE 'X' OPTIONAL 5 - CORRIDOR TO CORRIDOR ASSEMBLY: 2009 I.B.C. TABLE 720.1 (3), ITEM 21 €ALSO PER 2009 I.B,C., SECTION 104.111 REQUIREMENTS: .5 HOUR 3+" CONCRETE SLAB (SLOPES TO 2" MIN.) DRAIN BOARD WATERPROOF MEMBRANE EXTERIOR GRADE, WATER RESISTANT SHEATHING, REF, STRUCTURAL 9 r NOM. TA OR 9 r NOM. OPEN CHORD WOOD TRUSS ()" TYPE 'X' G.W.B., EXTERIOR GRADE 6 - STORAGE TO EXTERIOR IMPERVIOUS PAVER SYSTEM DRAIN BOARD WATERPROOF MEMBRANE TAPERED INSULATION SHEATHING, REF: STRUCTURAL METAL JOIST, REF: STRUCTURAL R-38 INSULATION r G.W.B., TYPE 'X' 7 - STORAGE TO CORRIDOR ASSEMBLY. 2009 I.B.C. TABLE 720.1 (3), ITEM 21 REQUIREMENTS: 1 HOUR 3 J" CONCRETE SLAB (SLOPES TO 2" MIN.) DRAIN BOARD WATERPROOF MEMBRANE EXTERIOR GRADE, WATER RESISTANT SHEATHING, REF. STRUCTURAL 9 r NOM. TJ OR 9 � NOM. OPEN CHORD WOOD TRUSS R-38 INSULATION 2-LAYERS r TYPE Y G.W.B. COLUMN TYPES (S-1): GENERAL NOTES: 1. SEE STRUCTURAL SHEETS FOR SPECIFIC FRAMING AND CONNECTION REQUIREMENTS. 2. SEE FINISH DESCRIPTIONS FOR FINISHES. 3. IN WET LOCATIONS, USE MOISTURE, MOLD & MILDEW RESISTANT G.W.B. IN THE THICKNESS AND TYPE INDICATED. FOR COLUMN TYPES DESCRIPTION, WHEN APPLICABLE, LISTS ARE ARRANGED IN ORDER FORM EXTERIOR TO INTERIOR. ""1,2,3A6, & 11 GENERAL NOTES: � 1. SEE STRUCTURAL SHEETS FOR SPECIFIC L AD �EA1NG�I�FLA 2 REQUIREMENTS. 2. SEE STRUCTURAL SHEETS FOR BRACED WALL REQUIREMENTS, 3. FOR EXTERIOR BRACED WALL: EXTERIOR FACE IS SHEATHING LOCATION. 4. FOR INTERIOR BRACED WALL: SHEATHING TO BE CONTINUOUS ON ONE SIDE, CONTRACTOR OPTION AS TO WHICH SIDE RECEIVES SHEATHING, EXCEPTION: FOR INTERIOR WALLS THAT CONTINUE TO FORM EXTERIOR WALLS, EXTERIOR FACE OF EXTERIOR PORTION SHALL DICTATE SIDE TO RECEIVE SHEATHING. 5. SEE FINISH DESCRIPTIONS AND/OR ELEVATIONS FOR FINISHES. 6. PROVIDE WEATHER BARRIER EXTERIOR SIDE OF EXTERIOR WALLS. 7. IN WET LOCATIONS, USE MOISTURE, MOLD & MILDEW RESISTANT G.W.B. IN THE THICKNESS AND TYPE INDICATED. 8. U.N.O., MECHANICAL ROOMS AND VER11CAL CHASES: USE r TYPE 'X' G.W.B. 9. EXCEPTING BASEMENT AND BELOW GRADE WALLS, EXTERIOR FRAME WALLS TO RECEIVE CLASS I OR CLASS II VAPOR RETARDER ON INTERIOR SIDE. FOR WALL TYPE DESCRIPTIONS, WHEN APPLICABLE, LISTS ARE ARRANGED IN ORDER FORM EXTERIOR TO INTERIOR. 1 - INTERIOR WALL, DWELLING SEPARATION ASSEMBLY: GA WP 3243 REQUIREMENTS.-.5 HOUR, STC = 50 ***WHEN ADJACENT TO BASEMENT LEVEL STORAGE AREA FIRE -RATING IS 1 HOUR. 1 LAYER, r TYPE 'X' G.W.B. 2X6 WOOD STUD & INSULATION RESILIENT CHANNEL (F.V. WHICH SIDE OF WALL) 1 LAYER, r TYPE 'X' G.W.B. ***WHERE WALL IS ADJACENT TO LOWER LEVEL STORAGE AREAS OR CONTINUES AS EXTERIOR WALL, INSTALL R-20 INSULATION 2 & 2A- INTERIOR WALL, DWELLING SEPARATION, BRACED WALL ASSEMBLY: GAWP 3243 REQUIREMENTS: .5 HOUR, STC = 50'***WHEN ADJACENT TO BASEMENT LEVEL STORAGE AREA FIRE -RATING IS 1 HOUR. f 1 LAYER, r TYPE 'X' G.W.B. BRACED SHEATHING PER STRUCTURAL 2X6 WOOD STUD & INSULATION BRACED SHEATHING PER STRUCTURAL (TYPE 2A ONLY) RESILIENT CHANNEL (F.V. WHICH SIDE OF WALL) 1 LAYER, If' TYPE 'X' G.W.B. ***WHERE WALL IS ADJACENT TO LOWER LEVEL STORAGE AREAS OR CONTINUES ?AS EXTERIOR WALL, INSTALL R-20 INSULATION 3 - CORRIDOR WALL (EXTERIOR WALL) ASSEMBLY: GA WP 3243 REQUIREMENTS: .5 HOUR (1 HOUR AT EGRESS COURT), STC = 0 1 LAYER, r TYPE 'X' G.W.B., EXTERIOR GRADE 2X6 WOOD STUD & INSULATION, R-20 RESILIENT CHANNEL (F.V. WHICH SIDE OF WALL) 1 LAYER, r TYPE 'X' G.W.B. 4 - CORRIDOR WALL (EXTERIOR WALL), BRACED WALL ASSEMBLY: GA WP 3243 REQUIREMENTS: .5 HOUR (i HOUR AT EGRESS COURT), STC = 50 1 LAYER, r TYPE 'X' G.W.B., EXTERIOR GRADE BRACED SHEATHING PER STRUCTURAL 2X6 WOOD STUD INSULATION, R-20 RESLENT CHANNEL (F.V. WHICH SIDE OF WALL) 1 LAYER, r TYPE Y G.W.B 5 - EXTERIOR WALL, SEE STRUCTURAL FOR SPECIFIC BRACED WALL LOCATIONS BRACED SHEATHING PER STRUCTURAL 2X6 WOOD STUD R-20 INSULATION 1 LAYER, r TYPE Y G.W.B. 6 - EXTERIOR WALL, BALCONY SEPARATION ASSEMBLY: GA WP 3243 REQUIREMENTS: .5 HOUR, STC = 50 1 LAYER, r TYPE 'X' G.W.B., EXTERIOR GRADE BRACED SHEATHING PER STRUCTURAL 2X6 WOOD STUD & INSULATION, R-20 BRACED SHEATHING PER STRUCTURAL RESILIENT CHANNEL (F.V. WHICH SIDE OF WALL) 1 LAYER, r TYPE Y G.W.B. 7 - EXTERIOR WALL, CONTINUED FROM INTERIOR DWELLING SEPARATION WALL BRACED SHEATHING PER STRUCTURAL 2X6 WOOD STUD R-20 INSULATION 2 LAYERS, r TYPE 'X' G.W.B. 8 - INTERIOR WALL, 2X6 1 LAYER, r G.W.B., TYPE 'X' OPTIONAL, VERIFY W/G.C. (TYPE 'X' AT MECH. & CHASE) 2X6 WOOD STUD SOUND ATTENUATION INSULATION - OPTIONAL, VERIFY W/OWNER 1 LAYER, r G.W.B., TYPE 'X' OPTIONAL, VERIFY W/G.C. (TYPE 'X' AT MECH. & CHASE) ***OPTIONAL, IF DESIRED TO FLUSH WITH CONNECTING SEPARATION WALL, ADD ADDITIONAL LAYER OF G.W.B.*** 9 - INTERIOR WALL, 2X4 1 LAYER, li G.W.B., TYPE 'X' OPTIONAL, VERIFY W/G.C. (TYPE 'X' AT MECH. & CHASE) 2X4 WOOD STUD SOUND ATTENUATION INSULATION - OPTIONAL, VERIFY W/OWNER 1 LAYER, r G.W.B., TYPE 'X' OPTIONAL, VERIFY W/G.C. (TYPE 'X' AT MECH. & CHASE) 1 - STORAGE AREA COLUMNS SUPPORTING SEPARATION ASSEMBLY BETWEEN STORAGE AND DWELLINGS 10 - CORRIDOR WALL (EXTERIOR WALL), NON -HABITABLE SPACE ASSEMBLY: 2009 I.B.C., SECTION 721.6, TABLE 721.6.2(1) AND TABLE 721.6.2(2) ASSEMBLY: U314 (ALSO PER 2009 I.B.C., SECTION 104.111 REQUIREMENTS: 1 HOUR REQUIREMENTS: 1 HOUR i LAYER, r TYPE 'X' G.W.B., EXTERIOR GRADE 1 LAYER (ALL SIDES), r TYPE 'X' G.W.B. (40 MINUTES) 2X6 WOOD STUD PSL COLUMN (REF: STRUCTURAL) (20 MINUTES) R-20 INSULATION ***FIRE PROTECTION TO EXTEND FULL-LENGTH OF COLUMN AND INCLUDE 1 LAYER, r TYPE 'X' G.W.B. - AT PORTION EXTENDING UP TO EXT, AT STAIR LOCATION, FASTENERS.*** USE EXTERIOR G, .B. BOTH SIDES NOTES: 1. IF PROPRIETARY PRODUCTS BRANDS TYPES, OR MATERIALS ARE SPECIFICALLY NOTED IN THE TESTED ASSEMBLIES FOR FIRE OR SOUND REQ., THEN THOSE MATERIALS & PRODUCTS ARE REQUIRED. 11 - INTERIOR WALL, DWELLING SEPARATION, STEM WALL CORNER ASSEMBLY: GA WP 3243 REQUIREMENTS: .5 HOUR, STC = 50 1 LAYER, r TYPE Y G.W.B. 2X6 WOOD STUD & INSULATION, R-20 WOOD FRAME FURRING FOR FLUSH CONDITION AT STEM WALL CORNER RESILIENT CHANNEL (F.V. WHICH SIDE OF LL) 1 LAYER, r TYPE 'X' G.W.B. STEM WALLS CLARIFICATION 12 - STEM WALL WATERPROOFING SYSTEM CONCRETE WALL PER STRUCTURAL OPTIONAL: R-10/R-13 INSULA 13 - STEM WALL AT HABITABLE AREA WATERPROOFING SYSTEM AT SLAB ON GRADE STEM WALL INSULATION IS R-10 CONTINUOUS. AT FULL -HEIGHT BASEMENT WALLS, INSULATION OPTION IS R-10 CONTINUOUS, OR, R-13 CAVITY VERIFY W/G.C. 2 INSULATION, VERIFY W/G.C. Q Oct L6. L 6m m � i I I i I l i II I Seal: F C04o� 9 O S * HMI WSKI �t <� 0 06 �U �SFD ARCS ; # DATE ISSUED FOR 11.04.16 PERMIT SET 12.16.16 SUPP. INFO SI 1.0 1 ! 01.12.17 PERMIT RESPONSE 2 107.01.19 CONSTRUCTION SET Construction Issue Date: 07.01.19 Drawing Title: ASSEMBLIES, BUILDING 2 WALL & CEILING TYPES Sheet #CR I copyright 2016 Z-Group Architects ASSEMBLY, U.L. U314: WALL TYPE 10 RXIIV - Fire Redsh"im Ratlmp - ANMIl111.2G3 ]BX M - Film Resh"nele Raftp - CANALTF C-s191 CeAiGed for Canada cec.se.11�.us5ur6F%-�.w++"++• ;--_ Nl1, Y'.RlaILSsI"r.+kmcmdr De*mAa-D314 Anti 21L2ari amir4, wtaadua-I na- ndshRYdf-zFtabs. TffidnP�RateatdpNrdr d waft. Lad daJP}i sardi a mar rY,s IEelJtdt ae.ae awra. nrrarad [eJn WreNgBbawRPiEa N9rfaedl. rirfl KSfea�Iglt�aRlinIrN allow[4kaW, wetaeCasaa.a Irlrbai¢aaa near, ban be Para -SW Lldrr ANA W3XAW" • Wfattltlwish pradaislodl borne BL W WLC&t&WUW 11111i BYh-jrpaYvaees rattpb5vq Ise OLta dtL tla�upaadt oCmdea.laps9mle- (• 24• t s I 111-1 I P Tap Ili Raaaa tR add 9"laww/ Fenwhioa INNII. i. 1_Woad Studs-Nun2by4ia.,Vwn d24is OC,d,,tidy Gnsmppal. 2Cwpaam Board` slit is thick, 24 to 54 is widc_Oypsmn leoawL.-nmldmaxwLs and i,c,ring platen 7 m OC with fat ccnwnt coatd nails 1-T8 in. Imp, 0091> in. shank diem and 64 in. diem Mad Wean used in widths othn than Oft in, gps.m panels ten Mannulled hr sumdly. C'CC INC- I vpes AIL IP-AR, lY .XI, SCX, SIX, ULX, W RX. ❑NITF,DSTATF.SCV11S11Ni CO Type AR.FRX-C,TP-AR,TP-XI.SCX,SF . IR.TX,TR.Xmr WRC LNGBORALZAWAWIDRVWALLLLCSFZ Typc Sr'X USO MEXICOa ADE C V-TyjwA TAlt,f'-XI, SCX, MIX, ULX, WRX 2A. Cppsmn "oath' -(As an alternate to Item 2)- Nom 3f4 in. thick, 4 A wide, installed as described in Item 2. CGC INC-Types AR, INAR. CO -Types AIL IF --Alt OSC MFX/CO S A DE C V Types AR 0'-AR. r non a my„m rvs„ll wnsa".ms.masv aae,r,ai macaw-`. a, 1 ASSEMBLIES CR1.8 NITS 2 BUILDING CR1.8 1/8" = 114" �., .114 r- .. , �. � a an 2B. (;, pscm B1o. nl ` -i a, an.Is ma o to It ems 2, 2A)-Nominal 518 i. Rack, 4 A I, ..ai,und. Lades ibadialt.2. PABCOIR ILD60 PROM C I.I.C,DBAPABCOGVPSCM Typc Qua,tR,rck F.S. 3CI. Was sad Firdilian Faetiaga mad Aeeesaurieaa-(As an alumww la II ors 2, 2A 2e)-Numiwl s a in_ tdit, 4 a wale pantie. applud nntiwYly mnly and eacr,md as dcseibd in Ibm 2 PARCO MM.DFNC. PRODIRTS r. t. C, DRA PABCO r.N'P,%" Type QaietRnck 527 3-Joints and Nailheada - ExPwaljm;nw tawced ailh pmL c,anpound and paper tq., Nmlhu,ds isov d with joint mmpmmd Jund a mrsand and paper lap:. may be umued whom syum, edN boanis arc axed Ax an.lim,aw, men 3i32 in- (hide $}Tram vctnvv plx ax may M cygl;cd m the rnrirc smlh:c ufCla>xibcd vcnurbsxch, mil with thejoints ttnuf.ed with Paper tape. 4.Stcetabrncrh'asreakes-(Optional) rornsea[mallcomem.Chamelshared, . long by I in, high on rbe back si&with we VB in, wide cteaa pmmtding into tl e 58 in. wide chan,ul, fabricated fro,n 21 gangs gale same, fasteners applied only to fionrhoend,n cutedge(noralm atapered fi5in. Oden wallboardjm gnstud than2m using corner of d cennerd. oats spacing r fi+n, OC. Nailed m adlacent stud through orb trio pone No, rid plate a ing lv w6d per Ers[eeat Corners of wallboard shall be nailed to top and bosom plate using No, !d tenant coned nails. S. Baas m,d Bl=kds* - (Optimal. Nut Shown)- Mineal wool insulmian pla" ,n aamtmadr,.s TFW.RMAFIBF.RTNC Type SAFB ROXULINC Type SAFEn9IND 6. Non-Ruoring Nall Partition talersediens [Opbmwl) Twu mnmual 2 by 4 is stud w nourimd 2 by 6 in stud rvWcd logclbs with hou 3inlung 10d Wads giveed u 1., 16 in -Or:. xt lly mot li,stuudwnswuide ufule -- am2 by It -nstud with 3 tn. tun# lad n ;Is spacd a mad 16 in.00_ viujnall,_ 1 nasecd l t ecm panitum wad sl ds m be flush with Ilw 2 by 4In. ads. Ticwall canton amid studs an, to h unnoW by with. .0 d 2 by 4 in. wood stud lasuaxvl w,ih 3 in kmg I M naiN"Intew amxv. 16 in. OC_"a -.fly. h4xsitnum. nun -paring wall part lion ini x ii n pea xlud osv,ry. Nun -Mating wall paniliw stut d TO d all bw at .w,mmm,rnaa-mm.r,.aa+,-". mr wa.n. s, a,rna asswo -ran. asNa.-a,eaas amir ialydaaCAjh1d'tt®g.". 7. WAR ed 21000111111 PaiYtp} and Araaaaiba - Pl idml. ra4 90w4 -Fitt' . ai*bads 1, 1WUT, boat 3,md bra 5. Itordallaidni fee lariat di bass, Oa Raesaka - vat,motO� Pan41aswwls mReadia nNad LarR,%awil araoeaae wilt rL: � sY,k: frds dis naaak. NtadaecaratlodwitaTSa ". alas.. ia�sw mhvsad In 2 ki tttioiwpa' - �'s�etssodan m o aadamNbk:,nxYagW Irr2erdaa.w4aaaAlr]wraas.isa,N 6,rcal ra NFE,eer *reuurc;vswra ]laid itka6ndwar us wale 4 fiot I,Bcd n awl uwsd .un-xaadrant sepianwit ualtmarm,al�wµpravwnp oaVaaaA.a wl'l6.liJ1=and, Dmht4iW+R Nunur (7weL, 25 MBSi "dr aks:I. a.a,W mnridw74 ..C1L' tY,gtnd,LanY.s aaaianatcadeadmrb.:dh I - pad._ .b to laaiwa a lb is lit' etnepadmtx, • to6ann was prolarsalfiall aelll. ar WL43atiiaran aaah rw'j - naldeiglaeOLarrDL asiSefra �1 sL1,naGe, rgNidlvde-. 2: LEVELS 2 & 3 ASSEMBLIES PLAN ASSEMBLY, 2009 I.B.C. TABLE 720.1 (3) ITEM 21: FLOOR/CEILING TYPE 5 & 7 FIM AND SMOKE PROTECTION FEATURE$ .tart I:a,, r : r.t,; ; t ,il,e; r']l�.ic•. ,.. TMCV.WSS OF FLOOR OR Mt UN T11PIGKNESS ~ SLAD arbe of COLI" 11a004l Alt RdtaP fyEN 4 $ z I 4 a 2 I r'tlaBilTlUiriKlri a CER.Ir/G CUYSnTRnE"IYOI�i Rai hale Year iIY91V . IY haYr KaW IIWF presvitaiii 2d1. slab rclatmned with Mob . 4YaISI1RP uI0.i142^ Ii+j. #9 ti _,7 w'Pcl u Y, Is 41'r ls" tcanl t t�bSdldu taanri[cd ytccl +'itr 20-1.1 KOM Vali uaY Iah aPtl �a rsi 3". Ir. r add, Alternate dab ,etaturvenitmt sI,;Al be peniitled to CISWa of '.. 0.10!00213' (Wo. 1214 ea 2" A 2a. ;ael4' t "'rt tablk. Cl= sf is swat sxrttTa on 2 V W (ra1djarist5, vataod I- oWit, Rim' his and Rat or p iwAwd a.. is layer we Type X. By(smm watilliatod applied twftrus .sspaearetl a ataxlwaaw N right algdes W joia ortnr$s 2 r Ox. with 01,4 Ili a c_ with uz� wood Type S or Type W drywall wrews 24" a e. Pace ahnd n>d pYte=s with cmrricar layer sro Type X gypsum wallhaard ar water Slue applied 21 right angles Br 21-LI hase aplttied at a I^jtt mlgbs W joist W Tina - VaftlS - - - jlr4 top afjoist ar tap eilard of Ulrae_b ',, la x ,, ire trig" Type &"Type W non Wilk Ildna0s.111-woad drywall c<ct Ea"ac.at;p�ls�iuhtrY�aw struchdal paled tkivial is daD judst Ia tnua- Face layer Type G dtywall sxTa ws nor be less 11 as tmminal 112. plated Z" bark as ei'dwrside. orOft layer em anlr Ida dam wijmred by joints. a7' a.tx oupw2fi 22- Stod jmstsa Roar Includes; I E jw X ey)xnm hoard applied at P g%.Il}'1= e, i;at-,na24" W" 1" sirucrla masimam 4'ac. .tda�Sdiyatd uf_;_:.-t ;. ' i t .' e`"aAUr} St(OCYm'dl.j 4s lWyer W Type i L rill Y: 1,,K4W applied at EWd am glue a'pp1w at "Rilm ra sled fram, ,sit ..,° s, h AI I"jith bm I pit Ijrn5l air 22-1.1 layer with 1$g Ty1K Silrywall j'meas. I? an Val[ift - 1114 nit s - -r5iiiiQa-ll Carter at eMlJaints and litrt�iltl#PRCjallllS mad ,,.t ..I k. -t hr vOx'xi sltn.xatil I 4 e Type G deywall trews 12 ichics m center )amlc3 Ulic$mYe dDslj oa i W lest ylmsml 2" bacig an eidi r side, ufPaer layer and li; "i nominal IT its. !:�_ rhea jaiii loins ufibe Idea layer at Oftial. 24" final e.xtinve # Ity (: - r" thertaini urdw War, 1• >. Wood 1--joist lim"Ynun joist depth 41a4• will a iathErauat finagle dnpill of 15i,ba and nllninlma HaW CbOLSIP Ifs' 9111g1G [i`SY'laln Ciiatie.'i Ian' aR IStIRCr sera+ aal ydrrd uf23 square (,agals. *Wubled at wall1twrd I ioiab), phewll iwlasl at 24" its% spaii Wish perpraair,da•la the turriap strip-,•: r.S=.vti.Y and I iaeh by 4 inch O iirNl) i tits' T adiTl:hortl to t'rype wad fivitgg 91W spacer gppliod ptral d b aril CfAY n-iYta �LI mews. S`s Tye f" gylxuna xt I ,-,a, 1,q)p ied C p Idle bottom afticM I. [.1- porpera#icalarla the dts+n toll ,Ajoaxtts Dft3Ch rneatabce 1 , . � ! monepzi at train V axai l aaauc i i, ith 1 a)y Type place. Y milt S lLywall.-crews spaced -r out ce air. Wallboard iWAdMiOn, li 1 ni, t Ili t RAIIttIi joins to be taped and covered withjoi adjacent W the IRAW1n compound, lkn a straw I -joust aul sTg "Ted by the I' x 4" furring- strip INTERNATIONAL BUM-b11W` (YA3l4 143 2 FLOOR/CEILING TYPES (C GENERAL NOTES: 1. SEE STRUCTURAL SHEETS FOR SPECIFIC FRAMING AND CONNECTION REQUIREMENTS. 2. SEE FINISH DESCRIPTIONS FOR FINISHES. 3. IN WET LOCATIONS, USE MOISTURE, MOLD & MILDEW RESISTANT G.W.B. IN THE THICKNESS AND TYPE INDICATED. 4, MECHANICAL ROOMS AND VERTICAL CHASES: USE r TYPE 'X' G.W.B. 5. WHERE VERTICAL CHASE PENETRATES FLOOR ASSEMBLY, r TYPE "X' G.W.B. TO CONTINUE THRU ASSEMBLY FOR CONTINUOUS AND UNINTERRUPTED SHAFT. 6. ALL PENETRATIONS OF FLOOR ASSEMBLY TO BE FIRE -STOPPED, INCLUDES BUT IS NOT LIMITED TO: TOILET PENETRATIONS, FIRE -SPRINKLER LINES, WATER UNES, UTILITIES, MECHANICAL ITEMS, ELECTRICAL ITEMS, ETC. PROVIDE PRODUCT DATA FOR REVIEW. FOR FLOOR/CEILING TYPES DESCRIPTION, WHEN APPLICABLE, LISTS ARE ARRANGED IN ORDER FORM TOP TO BOTTOM. 1 - DWELLING TO DWELLING SEPARATION ASSEMBLY: GA FC 512 REQUIREMENTS: .5 HOUR, STC = 50, ICC = 50 SRM-25 SOUND MAT ***CONFIRM WITH MFR. SOUND MAT LOCATION 1" GYPSUM CONCRETE T & G PLYWD. FLOOR (PER ASSEMBLY) 12" NOM. OPEN CHORD WOOD TRUSS 3 r SOUND BATT RESILIENT CHANNEL TYPE Y G.W.B. 2 - STORAGE TO DWELLING SEPARATION UL ASSEMBLY: GA FC 512 REQUIREMENTS: 1 HOUR, STC = 50, ICC = 50 SRM-25 SOUND MAT ***coNRRM OTH MFR. SOUND MAT LOCATION 1" GYPSUM CONCRETE T & G PLYWD. FLOOR (PER ASSEMBLY) 12 1,1101111. OPEN CHORD WOOD TRUSS 2 R- 0 I ULA ON r TYPE Y G.W.B. 3 - DWELLING TO ROOF ASPHALT SHINGLE OR METAL ROOF FINISH SYSTEM ROOF SHEATHING, REF: STRUCTURAL PRE -FABRICATED TRUSS SYSTEM R-38 INSULATION G.W.B., TYPE 'X' OPTIONAL 4 - CORRIDOR TO ROOF ASPHALT SHINGLE FINISH SYSTEM ROOF SHEATHING, REF: STRUCTURAL PRE -FABRICATED TRUSS SYSTEM " G.W.B., TYPE 'X' OPTIONAL 5 - CORRIDOR TO CORRIDOR ASSEMBLY: 2DO9 I.B.C. TABLE 720.1 (3), ITEM 21 {ALSO PER 2009 I.B.C., SECTION 104.111 REQUIREMENTS: .5 HOUR 3+" CONCRETE SLAB (SLOPES TO 2" MIN.) DRAIN BOARD WATERPROOF MEMBRANE EXTERIOR GRADE, WATER RESISTANT SHEATHING, REF. STRUCTURAL 9 NOM. TJI OR 9 � NOM. OPEN CHORD WOOD TRUSS TYPE 'X' G.W.B., EXTERIOR GRADE 5 - STORAGE TO EXTERIOR IMPERVIOUS PAVER SYSTEM DRAIN BOARD WATERPROOF MEMBRANE TAPERED INSULATION SHEATHING, REF: STRUCTURAL METAL JOIST, REF: STRUCTURAL R-38 INSULATION r G.W.B., TYPE 'X' 7 - STORAGE TO CORRIDOR ASSEMBLY: 2009 I.B.C. TABLE 720.1 (3), ITEM 21 REQUIREMENTS: 1 HOUR 3 r CONCRETE SLAB (SLOPES TO 2" MIN.) DRAIN BOARD WATERPROOF MEMBRANE EXTERIOR GRADE, WATER RESISTANT SHEATHING, REF. STRUCTURAL 9 r NOM. TJI OR 9 1" NOM. OPEN CHORD WOOD TRUSS R-38 INSULATION 2-LAYERS r TYPE 'X' G.W.B. COLUMN TYPES (S-1): GENERAL NOTES: 1. SEE STRUCTURAL SHEETS FOR SPECIFIC FRAMING AND CONNEC11ON REQUIREMENTS. 2. SEE FINISH DESCRIPTIONS FOR FINISHES. 3. IN WET LOCATIONS, USE MOISTURE, MOLD & MILDEW RESISTANT G.W.B. IN THE THICKNESS AND TYPE INDICATED. FOR COLUMN TYPES DESCRIPTION, WHEN APPLICABLE, LISTS ARE ARRANGED IN ORDER FORM EXTERIOR TO INTERIOR. VVHLL 1 1 r-E­3 k VV-1 1,2,3,4,6, & 11 GENERAL NOTES: 1. SEE STRUCTURAL SHEETS FOR SPECIFIC L - 2 REQUIREMENTS. 2. SEE STRUCTURAL SHEETS FOR BRACED WALL REQUIREMENTS. 3. FOR EXTERIOR BRACED WALL: EXTERIOR FACE IS SHEATHING LOCATION• 4. FOR INTERIOR BRACED WALL: SHEATHING TO BE CONTINUOUS ON ONE SIDE, CONTRACTOR OPTION AS TO WHICH SIDE RECEIVES SHEATHING, EXCEPTION: FOR INTERIOR WALLS THAT CONTINUE TO FORM EXTERIOR WALLS, EXTERIOR FACE OF EXTERIOR PORTION SHALL DICTATE SIDE TO RECEIVE SHEATHING. 5. SEE FINISH DESCRIPTIONS AND/OR ELEVATIONS FOR FINISHES. 6. PROVIDE WEATHER BARRIER EXTERIOR SIDE OF EXTERIOR WALLS. 7. IN WET LOCATIONS, USE MOISTURE, MOLD & MILDEW RESISTANT G.W.B. IN THE THICKNESS AND TYPE INDICATED. 8, U.N.O., MECHANICAL ROOMS AND VERTICAL CHASES: USE r TYPE 'X' G.W.B. 9. EXCEPTING BASEMENT AND BELOW GRADE WALLS, EXTERIOR FRAME WALLS TO RECEIVE CLASS I OR CLASS II VAPOR RETARDER ON INTERIOR SIDE. FOR WALL TYPE DESCRIPTIONS, WHEN APPUCABLE, LISTS ARE ARRANGED IN ORDER FORM EXTERIOR TO INTERIOR. 1 - INTERIOR WALL, DWELLING SEPARATION ASSEMBLY: GA WP 3243 REQUIREMENTS .5 HOUR, STC = 50 ***WHEN ADJACENT TO BASEMENT LEVEL STORAGE AREA FIRE -RATING IS 1 HOUR. 1 LAYER, r TYPE 'X' G.W.B. 2X6 WOOD STUD & INSULATION RESILIENT CHANNEL (F,V. WHICH SIDE OF WALL) 1 LAYER, r TYPE 'X' G.W.B. ***WHERE WALL IS ADJACENT TO LOWER LEVEL STORAGE AREAS OR CONTINUES AS EXTERIOR WALL, INSTALL R-20 INSULATION 2 & 2A- INTERIOR WALL, DWELLING SEPARATION, BRACED WALL ASSEMBLY: GA WP 3243 REQUIREMENTS: .5 HOUR, STC = 50 ***WHEN ADJACENT TO BASEMENT LEVEL STORAGE ,j AREA FIRE -RATING IS 1 HOUR. 1 LAYER, r TYPE 'X' G.W.B. BRACED SHEATHING PER STRUCTURAL 2X6 WOOD STUD & INSULATION BRACED SHEATHING PER STRUCTURAL (TYPE 2A ONLY) RESILIENT CHANNEL (F.V. WHICH SIDE OF WALL) i LAYER, j" TYPE 'X' G.W.B, ***WHERE WALL IS ADJACENT TO LOWER LEVEL STORAGE AREAS OR CONTINUES AS EXTERIOR ALL, INSTALL R-20 INSULATION 3 - CORRIDOR WALL (EXTERIOR WALL) ASSEMBLY: GA WP 3243 REQUIREMENTS: .5 HOUR (1 HOUR AT EGRESS COURT), STC = 50 1 LAYER, r TYPE 'X' G.W.B., EXTERIOR GRADE 2X6 WOOD STUD & INSULATION, R-20 RESILIENT CHANNEL (F.V. WHICH SIDE OF WALL) 1 LAYER, r TYPE 'X' G.W.B. 4 - CORRIDOR WALL (EXTERIOR WALL), BRACED WALL ASSEMBLY: GA WP 3243 REQUIREMENTS .5 HOUR (i HOUR AT EGRESS COURT), STC = 50 1 LAYER, r TYPE 'X' G.W.B., EXTERIOR GRADE BRACED SHEATHING PER STRUCTURAL 2X6 WOOD STUD INSULATION, R-20 RESILIENT CHANNEL (F.V. WHICH SIDE OF WALL) 1 LAYER, r TYPE 'X' G.W.B. 5 - EXTERIOR WALL, SEE STRUCTURAL FOR SPECIFIC BRACED WALL LOCATIONS BRACED SHEATHING PER STRUCTURAL 2X6 WOOD STUD R-20 INSULATION i LAYER, r TYPE 'X' G.W.B. 6 - EXTERIOR WALL, BALCONY SEPARATION ASSEMBLY: GA WP 3243 REQUIREMENTS: .5 HOUR, STC = 50 1 LAYER, r TYPE 'X' G.W.B., EXTERIOR GRADE BRACED SHEATHING PER STRUCTURAL 2X6 WOOD STUD & INSULATION, R-20 BRACED SHEATHING PER STRUCTURAL RESILIENT CHANNEL (F.V. WHICH SIDE OF WALL) 1 LAYER, r TYPE 'X' G.W.B. 7 - EXTERIOR WALL, CONTINUED FROM INTERIOR DWELLING SEPARATION WALL BRACED SHEATHING PER STRUCTURAL 2X6 WOOD STUD R-20 INSULATION 2 LAYERS, r TYPE 'X' G.W.B. 8 - INTERIOR WALL, 2X6 1 LAYER, r G.W.B., TYPE 'X' OPTIONAL, VERIFY W/G.C. (TYPE 'X' AT MECH. & CHASE) 2X6 WOOD STUD SOUND ATTENUATION INSULATION - OPTIONAL, VERIFY W/OWNER 1 LAYER, r G.W.B., TYPE Y OPTIONAL, VERIFY W/G.C. (TYPE 'X' AT MECH. & CHASE) ***OPTIONAL, IF DESIRED TO FLUSH WiTH CONNECTING SEPARATION WALL, ADD ADDITIONAL LAYER OF G.W.B.*** 9 - INTERIOR WALL, 2X4 1 LAYER, r G.W.B., TYPE Y OPTIONAL, VERIFY W/G.C. (TYPE 'X' AT MECH. & CHASE) 2X4 WOOD STUD SOUND ATTENUATION INSULATION - OPTIONAL, VERIFY W/OWNER 1 LAYER, ii G.W.B., TYPE 'X' OPTIONAL, VERIFY W/G.C. (TYPE 'X' AT MECH. & CHASE) 1 - STORAGE AREA COLUMNS SUPPORTING SEPARATION ASSEMBLY BETWEEN STORAGE AND DWELLINGS10 - CORRIDOR WALL (EXTERIOR WALL), NON -HABITABLE SPACE ASSEMBLY: 2009 I.B.C., SECTION 721.6, TABLE 721.6.2(1) AND TABLE 721.6.2(2) ASSEMBLY: U314REQUIREMENTS: t HOUR (ALSO PER 2009 I.B.C., SECTION 104.111 REQUIREMENTS: 1 HOUR 1 LAYER, r TYPE 'X' G.W.B., EXTERIOR GRADE 1 LAYER (ALL SIDES), r TYPE 'X' G.W.B. (40 MINUTES) 2X6 WOOD STUD PSL COLUMN (REF: STRUCTURAL) (20 MINUTES) R-2o INSULATION ***FIRE PROTECTION TO EXTEND FULL-LENGTH OF COLUMN AND INCLUDE t LAYER, r TYPE 'X' G.W.B. - AT PORTION EXTENDING UP TO EXT. AT STAIR LOCATION, FASTENERS.*** USE EXTERIOR G.W.B. BOTH SIDES 11 - INTERIOR WALL, DWEWNG SEPARATION, STEM WALL CORNER ASSEMBLY: GA WP 3243 REQUIREMENTS: .5 HOUR, STC = 50 NOTES: 1. IF PROPRIETARY PRODUCTS BRANDS TYPES, OR MATERIALS ARE SPECIFICALLY NOTED IN THE TESTED ASSEMBLIES FOR FIRE OR SOUND REQ., THEN THOSE MATERIALS & PRODUCTS ARE REQUIRED. 1 LAYER, r TYPE 'X' G.W.B. 2X6 WOOD STUD & INSULATION, R-20 WOOD FRAME FURRING FOR FLUSH CONDITION AT STEM WALL CORNER RESILIENT CHANNEL (F.V. WHICH SIDE OF ALL) 1 LAYER, r TYPE 'X' G.W.B. STEM WALLS CLARIFICATION: 12 - STEM WALL AT SLAB ON GRADE STEM WALL INSULATION IS R to coNnNuous WATERPROOFING SYSTEM CONCRETE WALL PER STRUCTURAL OPTIONAL: R-10/R-13 13 - STEM WALL AT HABITABLE AREA WATERPROOFING SYSTEM AT FULL -HEIGHT BASEMENT WALLS, INSULATION OPTiO IS R-10 CONTINUOUS, OR, CAVITY VERIFY W/G:C. C. 3 INSULATION INSULATION, VERIFY W/G.C. 411 E. Main St. 205 ASPEN, CO 81611 (970) 925-1832 G1101TP a r c� h i t e c t s � / \/ 1 0 U L (1) V Lj6j Z 0- a - W /I�/ 9 d= O act 0 J 0 W Q I O J Q m I I i I I' III Seal: F Coto -1O O S * HMI WSKI 0 06 1�- C) (?� 4 Is ys�D A?, # DATE ISSUED FOR 11.04.16 PERMIT SET 12.16.16 SUPP. INFO SI 1.0 1 01.12.17 PERMIT RESPONSE 1 07.01.19 CONSTRUCTION SET I Construction D7.01.19 Issue Date: Drawing Title: ASSEMBLIES, BUILDING 2 WALL & CEILING TYPES Sheet#: CR mpyn9ht201 Z-Group Architects 0 0 00 0 0 0 0 0 0 0 0 0 33'31/2' 12'-0' I 12'-0' 12'-0' 12-0' 12'-0' 13' 0" T 4' 7'-4' ( PAVERS THIS EN ONLY 15 ON GRADE SY5TEM �/� 10' 3 I/2' 5'-4" b'-2 3/4' 11'-6 1/4' 3'-7 1/2' 3'-7 1/2" 6'-2 3/4' b'-2 3/4' 3'-7 1/2"3' 7 1/2' 10' b I/4" b'-2 3/4' 12' b Ill' 5'-9 I/2' 10'-3 I/2° II'-10 V20 S' 9 1/2' --- i I 6 i U j F/AG F/AG i i 3 I I E'J Elm l' 172-rBED J DEN I )BUILDING I: BASEMENT LEVEL FLOOR PLAN \\ A2.1 a I 0of 1 I 2 5ED $ (TYPE B) (2) (2) (2) O - r---------------------------CS 20'-4" N 1 t n I � � I I m _ YNH t7w�G��EGH EScIlp,�, Cue �C ;SI; - SiCG. 11�3p And (0f/W .� I • I I F- 1 I BED zt (TYPE f5) N - I � I I m 15'-II" L_____ ______________________ m 1 N T N 1 11-1 1/4" - - 311-1 u 1 BUILDING I: 1 BEDROOM, BASEMENT A2.1 1/4" = 1'-01, 2 A4.1 1 2YPE B (T) I A lc 21-31/2' T-5 3/4, 7'-5 3/4' NY A42 ��i/V lV %af 612 1.1AuA �ri�,c- f�nfr�- asse�tbli;c g kC y � gpcci�'c,fi ovrS I I I I I I I - I - -------- I i i I 13' 1 \ \ 3 m \ \ m EXfi:�'f Ln TO ME DENS a gl.ecloi � av,C� C� A 2 BED (TYPE A) a 29'11' 33'-3 1/2' 3 A4J 'f A�.3 fbr typi�►I " A41 Ul vA4.1 3 BUILDING I: 2 BEDROOM, TYPE 'A' PLAN NOTES: I. IN THE EVENT OF DIMENSIONAL OR EXISTING CONDITIONS 0I5GREPANGY, CONTACT ARCHITECT AT M70) 925-1832. 2. REFERENCE 5TRUGIURAL FOR ALL FOOTING LOCATIOS, REINFORCEMENT 4 SIZES. 3. SEE CODE PLANS FOR WALL, FLOOR, AND CEILING A55EM Y TYPES AND CONSTRUCTION. 4. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS 4 DIMENSIONS PRIOR TO CONSTRUCTION. 5. ALL DOOR 4 WINDOW DIMENSIONS ARE TO CENTERLINE, U.N.O. CONTRACTOR TO VERIFY SIZES, QUANTITIES 4 LOCATIONS PRIOR TO ORDERING 4 INSTALLING. b. ALL DIMEN51016 ARE TO ROUGH FRAMING U.N.O. 7. ELEMENT5 BELOW GRADE ARE UNKNOM. CARE SHOULD BE TAKEN DURING EXCAVATION 4 DEMOLITION NOT TO DISTURB ELEMENTS NOT SLATED FOR DEMOLITION. VERIFY LOCATION OF UNDERGROUND UTILITY LINES w/ LOCAL SERVICE DEPARTMENTS. 8. PROVIDE TEMPORARY BARRICADES 4 OTHER FORMS OF PROTECTION A5 REQUIRED TO PROTECT OI NER5' PERSONAL PROPERTY, WORKERS, 4 GENERAL PUBLIC FROM INJURY DUE TO ALL CONSTRUCTION ACTIVITIES. 9. COVER 4 PROTECT ALL EQUIPMENT, FIXTURES 4 PROPERTY TO REMAIN DURING ALL PHASES OF CONSTRUCTION. 10. GONTRACTOR TO PATCH ALL AREA5 DAMAGED OR REMOVED DURING CONSTRUCTION. II. ALL EXI5TIN6 TREES TO REMAIN MERE NOTED. SEE LANDSCAPE PLAN. 12. FIN15H GRADE TO BE SLOPED 1% MIN AWAY FROM STRUCTURE TO P05. DRAINAGE. SEE CIVIL FOR 6RADIN6. 13. LANDSCAPE 4 51TE FEATURES SHOWN INDICATE DESIGN CONCEPT ONLY. COORDINATE ALL WORK w/ LAR05GAPE ARCHITECT DRAWINGS OR CIVIL DOCUMENTS. 14. ALL ROOF 4 WALL PENETRATION5 MUST BE COORDINATED Ir/ ARCHITECT 4 G.G. PRIOR TO INSTALLATION. 15. ALL ROOF 4 WALL PENETRATIONS TO BE GLU5TERED IN LEAST OBSTRUCTIVE LOCATION AS DETERMINED BY ARCHITECT. lb. WINDOW MANUFAGT JRER TO COORDINATE STRUCTURE, FLASHING, 4 INSTALLATION REQUIREMENT5 K/ ARCHITECT 4 6C PR10R TO ORDERING 4 INSTALLATION. 11. WINDOW TA65 ARE SHOWN ON EXTERIOR ELEVATIONS. I& COORDINATE ALL BLOCKING NFLE55ARY WITH ADA, ANSI, ICG AND OTHER CODE REQUIREMENTS, OTTER CONSTRUCTION COMPONENTS, OR TRADES, PRIOR TO I145TALLING WALL FINISHES. ALL SUB CONTRACTORS ARE TO COORDINATE LOCATIONS OF BLOGKIN6 WITH GENERAL CONTRACTOR. 19. ALL METAL ROOFING 4 FLASHING SHALL BE INSTALLED TO AVOID °OIL CANNING.' ANY "OIL GANNED' PORTIONS SHALL BE REPLACED AT CONTRACTORS C05T. 20, CONTINUOUS ICE 4 WATER SHIELD TO BE INSTALLED AT ALL STANDING SEAM EAVE OVE41AN65, AT ALL VALLEYS 4 UNDER ALL METAL ROOFS, AND OTHER AREAS REQUIRED BY LOCAL GOVERNING AUTHORITY. 21. FLOOR ASSEMBLIES SHALL NOT BE PENETRATED. SEE FLOOR PLANS FOR DROPPED SOFFIT AND CEILING LOCATIONS. SEE CODE PLANS FOR ALL ASSEMBLY TYPES AND FIRE-5TOP INFORMATION. 22. ALL ROOFING 4 GUTTERS TO HAVE HEAT TAPE - COORD. LOCATIONS w/ ARCH AND 6C. SEE ROOF PLAN AND ELEVATIONS FOR SNOW FENCING AND OTHER 51MILAR AGGE55OR1E5. 23. ALL EXP05ED CONCRETE SUCH AS WALLS, FLOORS, 4 PATIOS ARE FIN15H SURFACES. CONTRACTOR SHALL PROTECT ALL FIN15HED CONCRETE DURING GONSTRUCTION. IF ANY OF THESE AREAS GET DAMAGED, CONTRACTOR TO REPLACE AT GONTRAGTOR5 COST. PLAN KEYED NOTES: OAREA DRAM (DBL LEVEL AT CORRIDOR), SLOPE CONCRETE j1:12 MIN, SPACE EQUALLY IN CORRIDOR AND CENTERED IN DRAINED AREAS. OPRE-FA13RIGATED MAILBOX BANK, CONFIRM CONFIGURATION WITH P05T MASTER, INSTALL PER MFR- REQ. O3 PRE -FABRICATED BIKE RACK. O4' X T PRE-FABRIGATED GAGE 5TORAI SYSTEM WITH LOCK, CONFIRM WITH 6.ClOWNER QUANTITY FOR EACH BUILDING. O5 42" GUARDRAIL, SEE DETAILS, TYP. FIRE EXTINGUISHER: 2 PER LEVEL AT EXT. CORRIDORS AND 2 PER BA55NENT Ob LEVEL STORAGE AREA (10 TOTAL PER BLDG) PROVIDE NON-GORRISIVE GANNET. EACH FIRE EXTIN615HER 15 GLASS A-4.© WINDOW WELL EGRESS SHIP LADDER, PROVIDE PRODUCT DATA AND INSTALLATION DETAILS FOR REVIEYN. WALK -ABLE VANDOW WELL GRATE WITH E5RE55 HATCH, PROVIDE PRODUCT ODATA AND INSTALLATION DETAILS FOR REVIEW. ALT. IN LIEU OF GRATE, PROVIDE 42" GUARDRAIL 4 GATE AROUND WINDOW WELL PERIMETER. OATTIC AGGE55 HATCH, LOGK-ABLE, 2 PER BLDG., WIDTH = PRE-FABRIGTATED TRUSS SPACING, LENGTH = 5, PROVIDE PRODUCT DATA FOR REVIEW. PAVERS OVER WATERPROOFING 4 TAPERED INSULATION SYSTEM, DRAINS AS 10 5HONN,SEE DETAILS, TYP. II KNOX BOX RAPID ENTRY SYSTEM, I PER BLDG, CONFIRM QUANTITY AND EM LOCATION WITH FIRE MARSHALL, PROVIDE PRODUCT DATA FOR REVIEW. ENTRY ACCENT FEATURE: 5' WIDE (PW), CENTER ON DOOR: WALL - FRAME 12 WITH 2-2Xb FLAT 5TUD5 (WHEN SHOW; CEILING - FRAME WITH 2-2X FLAT STUDS. DO NOT PENETRATE ADJACENT FIRE A55EMBLIE5, 1 -LAYER G.W.B. ON ACCENT FEATURE FRAMING, FINISH PER 56HE17ULE. ENLAROED PLAN KEYED NOTES: OCLOSET ROD 4 SHELF, TYP. O2 SHELVING SYSTEM, 5 EQUAL SPACED 5HELVE5 ODROPPED SOFFIT FOR OUGTIN 6, DO NOT PENETRATE FIRE A55&BLY. WIDTH A5 5HOWN, AT MARROW SOFFITS (KI7(HEN5) WIDEN IF NlEG, V.IF AND VERIFY MEGH. LAYOUT. V.IF HEIGHT - PROVIDE GON515TENT HEIGHT IN UNIT, MIN. T-0" CLEAR FROM FINISHES TO FIN15H FLOOR. FIN15H SAME AS CEILING. FRAME WITH 2X FLAT STUDS. NOTE: TO AGGOMODATE DUGTIN6 BELOW FIRE ASSEMBLY, DROP CEILING IN ALL BATHROOMS, AND, CLOSETS WITH DUGTI% ABOVE. TYPE 'A' I 'B' PLAN KEYED NOTES: 6EN83tAL NOTES: I. INFORMATION ON DOUNE7NT SET 15 GENERAL GUIDELINES. SEE "ANSI A117.1' SECTION 1003 AND 1004 FOR DETAILED REQUIREMENT5 FOR TYPE WAND 13' UNITS. 2. LAUNDRY - DEPENDING ON EQUIPMENT TYPE DOOR5 MAY NEED TO BE REMOVED FOR GOWER51ON TO ADA UNIT. EQUIPN83NT MAY NEED TO BE CONVERTED TO ALL-IN-0NE WA5HERNRYER UNIT. SEE SECTION 61I FOR TYPE 'A' LALNDRY REQUIREMENTS. 3, ALL FIX71W:5, CONTROLS, 4 HARDWARE IN TYPE 'A' UNIT TO BE ADA COMPLIANT. 4. SEE SECTION 605 FOR TRANSFER TYPE SHOWER REQUIREMENTS. 5. FURNITURE PLACEMENT IN TYPE 'A' UNIT5 TO MAINTAIN 30" X 48' CLEAR FLOOR SPACE AT EGRE55 WINDOWS AND OTHER ITEMS TO INCLUDE BUT NOT BE LIMITED TO: APPLIANCES, FIXTURES, OR CONTROLS. IA BLOCKING REQUIRED FOR FUTURE GRAB BARS IN TYPE 'A' AND 'BUNI75, SEE DIAGRAMS ON SHEET A/O.(, TYP. LEVER TYPE PLUMBING FIXTURES AT TYPE 'A' UNITS, M. AT MIDDLE 2-13ED, TYPE IY UNIT5, PROVIDE 3O'x48 CLEAR FLOOR SPACE IN FRONT OF DOOR REMOVABLE HLLY40WGABIWT WITHOUT DAMAGE TO GOUNTE RTOP, 51NK, OR ADJAGENT GON51RU(TION IF GOWER51ON TO TYPE W. FLOOR AND WALL FIN15HE5 TO CONTINUE IF ITEM REMOVED. QHATCH AREA: 34" COUNTER HEIGHT, OR, ADJUSTABLE COUNTER 4 PLUMBING) BETWEEN 29'-36" WITHOUT DAMAGE TO ADJACENT CONSTRUCTION. RADON MITIGATION DESIGN BALD RADON MITIGATION SYSTEM: INSTALL ALL BELOW SLAB GOMPOLENT5 PRIOR TO POUR. INCLUDES, AT MINIMUM, NECESSARY HORIZONTAL PIPING WITH ELBOWS FOR VERTICAL RI5ER% AND, POLYETHYLENE BARRIER V.I.F. IF VERTICAL CHASE(5) AT WATER HEATER CLOSETS MAY BE USED FOR VERTICAL RISERS. INSTALL ALL GOM3ONlENT5 PER MANUFACTURES SPECIFICATIONS FOR RADON MIT16ATION 5Y5TEM5. 411 E. Main St. 205 ASPEN, (0 81611 (970) 92S-1832 blt4iJl a r c h i t e c t s Ft/'f 'O/� Z C6 W z_ d 0 act 0 106. Q LLI J LLJ zoo 0 I..L. L` Se*.. of C0( 1AS0 HNI KI r� 4 0 1 .01.E �4c 2 �SFD ARCC\ # DATE ISSUED FOR 11.04.16 PERMIT SET Construction Issue Date: Drawing Title: BUILDING I: BASEMENT LEVEL FLOOR PLAN Sheet #: l'000A 2 • copyright 2016 ZGroup Architemm t Y m I 1F 11 I�i i I I I 11 11 I I I I I I 11 LJ LJ LJ L� a r in ry BEGIN TOP Or MSE REr. WALL 105'-b", SLOPE WITH GRADE, V.I.F. TOP OF WNOOW YELL MILL -TOP OF STEM WALL 1 II 1 II 1 II I u 1 II 1 II 1 II 5'-9 1/2' 5'-9 1/2' II'-101/2' 1 1031/2' :� II'-10 1/2' BUILDING is GRADE LEVEL FLOOR PLAN - -1 �IYAtlt�l ° mrmi�=Il m EEfip'm WWI MM VA 0 I IB _N I L- --------------------- BUILDING I: 1 BEDROOM, TYP. A21 I/4" = 1'-0" r► 2 BED (TYPE B) u 10'1 I/2' 00 O O (D O O O O 0 O PLAN NOTES: 12'-0' 1 0 12'-0' 4' 12'-0' 12' D' 12'-0' 13'-0' T-4' T l' 4' �`1 II'3 I/2' 1. IN THE EVENT OF DIMEN51ON'AL OR EXISTING GONDITION5 015GREPANGY, CONTACT ARCHITECT AT M10) 925-1832. 2. REFERENCE STRUCTURAL FOR ALL FOOTING LOGATION5, REINFORCEMENT I 51ZE5. 5'-4" 1 b'-2 3/4' II'-b 1/4' 3'-7 1/2' '-1 1/2"1 b'-2 3/4" b'-2 3/4' -1 I/2'3'1 I/2' 10-6 1/4"6-2 3/4' 12-6 1/2" 5'-4 1/2' 3 10'1l2' II'-10 V21 1 5'-41/2" 3. SEE GOIJE PLANS FOR WAI1, FLOOR, AND GEILNdG ASSEMBLY TYI AND 511 1/2, G015TRUCTION. 4. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS 4 DIMENSIONS PRIOR TO CONSTRUCTION. 5. ALL DOOR 4 WINDOW DIMENSIONS ARE TO CENTERLINE, U.N.O. ---- ---- ---- ---- - GON T TO VERIFY SIZES, QUANTITIES 4 LOCATIONS PRIOR TO ir ---------------------------------------- 1-1 O ORDERING 4 INSTALLING. ---- _ ----_J t. -------------- J L------------ ------- 6. ALL DIN 160145 ARE rO ROUGH FRAMING U.N.O._ _ _ _ _ _ ® O I 1. ELEMENTS BELOW GRADE ARE UNKNOWN. GARS SHOULD BE TAKEN mmm�-___ I DI EXCAVATION 4 DEMOLITION NOT TO 915TURB ELEMENTS NOT I I I FiAc -- --- I - - SLATED FOR DEMOLITION. VERIFY LOCATION OF UNDERGROUND UTILITY i i I I LINES w/ LOCAL SERVICE DEPARTMENTS. 8. PROVIDE TB130RMY 13ARRIGADE5 4 OTHER FORMS OF PROTECTION AS REQUIRED TO PROTECT OHNER5' PERSONAL PROPERTY, WORKERS, 4 GENERAL R6LIG FROM INJURY DUE TO ALL GON5TRUGTION ACTIVITIES. 9. COVER I PROTECT AI L E6UIPMENT, FIXTURES 4 PROPERTY TO REMAIN ® i ® i i i !, y) LURING ALL PHASES OF GON5TRUGTION. 10. GONTRA( TOR TO PATCH ALL AREAS DAMAGED OR REMOVED DURING 1 § F I I I -- i "� ALL EXCONSISTING TREES a -- o l ___ 1 I II. TO REMAIN WHERI= NOTED. SEE LANDSCAPE PLAN. 1 © 2 BED I BED I _ -- i 1 1 I 12. FIN15H GRADE TO BE SLOPED 1% MIN AWAY FROM STRUCTURE TO P05. -----5---- — r (TYPE B) I ® O ( PE $) I ®---- 0 w r I� i v DRAINAGE. SEE CIVIL FOR GRADING. 13. LANDSCAPE I SITE FEATURE5 SHOM INDICATE PE516N CONCEPT - - -- f == = - I i I m g ONLY. COORDINATE ALL WORK w/ LANDSCAPE ARCHITECT PRANIN65 OR CIVIL DOCUMENTS. I I 1 ! .1 0 I i -- 14. ALL ROOF 4 WALL PENETRATIONS MUST BE COORDINATED w/ 0 -- - - — _ - - ARCM �- -- �- t 1 i ' ^ : • TEGT 4 G,G. PRIOR TO INSTALLATION. 2 BED 5 15. ALL ROOF I WALL PENETRATIONS TO BE CLUSTERED IN LEAST _ - - TT PEB Jam+ I6 FLASHING I OBSTRUCTIVE LOCATION AS DETERMINED BY ARCHITECT. / J � _ I 1 WINDOW MANJFAGTURER TO COORDINATE STRUCTURE - I - 3�" 5N - - _ c 9 1 va' O INSTALLATION REQUIREMENTS w/ ARCHITECT 4 GG PRIOR T00RDERING I 12 L L �� H2_ ; WNDOW TTAGS 1 (' _ -;� Ci�#IZ? ORRID R � - I l� �;�;. r-t•', 3 BED Q Il. I ARE SHOWN ON EXTERIOR ELEVATIONS. I I �' -. I F B KIN TOP of coNc. REr. �- 18. COORDINATE AL BLOCKING NECESSARY WITH RDA, ANSI, IGG AND OTHER t in 1 wALL = TOP or STEM WALL, L__ISLOPPI? wlni, v.l.r. CODE REQIIIRBPIENTS, OTHER CONSTRUCTION COMPONENTS, OR TRADES, PRIOR --- - T I W4 TO INSTALLING WALL FIN15fi£5. AL 5J6 CONTRACTORS ARE TO COORDINATE 19. AL FETAL ROOFING I BASHING SHALL BE INSTALLED TO AVOID "OIL 'T 1 I 11! II I `QOIL , I FI1) 1 L_ I n I `-- -� I' I v m CONTRAGTANYORSGOSTGANNlED PORTIONS SHALL BE REPLACED AT 20. CONTINUOUS ICE I WATER SHIELD TO BE INSTALLED AT AL STANDING BHI yr i '- _ SEAM EAVE OVERHANG{, AT AL VALLEYS 4 UNDER ALL II Z. ROOFS, AND OTHER AREAS REQUIRED BY LOCAL 6OVERN11% AUTHORITY. ;40M0 21. FLOOR A55EMBLIE5 5HAL NOT BE PENETRATED. SEE FLOOR PLANS FOR ® I BED I BED (TYPE B) ( PE B) t I © u I DROPPED SOFFIT AND CEILING LOCATIONS. SEE (ODE PLANS FOR ALL t I \ _ Q A`hEF B3LY TYPES AND FIRE -STOP INFORMATION. RENTAL I - OFFICE 1 3 4 w 22. ALL ROOFING I GVffERS TO HAVE HEAT TAPE - GOORD. LOCATIONS o - w/ ARCH AND 6C. SEE ROOF PLAN AND ELEVATIONS S FOR SFENCING AND 23 ALL EXPOSED GONGREIE SUCH A5 HALLS, FLOOR5, 4 PATIOS ARE FIN15H SUI IS. CONTRACTOR SHALL PROTECT ALL FIN15HED CONCRETE DURING ® I t _ u� CONSTRUCTION. IF ANY OF THESE AREAS GET DAMAGED, CONTRACTOR TO L1 I D I �_ REPLACE AT CONTRACTORS COST. r_ _____ ----------------------- Iff —— F/AG ILJI , � IwI PLAN KEYED NOTES: Ylq } ------ - I --------------- I AREA DRAIN (DELL LEVEL AT CORRIDOR), SLOPE GONCRETE k .12 MIN, I SPACE EQUALLY IN CORRIDOR AND CENTERED IN DRAINED AREAS. OPRE-FABRIGATED MAILBOX BANK, CONFIRM GONFIGURATION WITH P05T MASTER, INSTAL PER MFR REG. 12'-b 01 6-2 3/4' 10'-b V4' -1 V2' '-10 I/4 1-10 114 '-1 1/2' 10'-61/4' 13'-0' 6'-2 4' TI I/4 4'-3 V2' 6'-I 3/4" O3 PRE -FABRICATED BIKE RACK 2 2 I c b f 15 O 4' X I PRE -FABRICATED QUA TITY FOR SYSTEM WITH LOCK, fo✓ CONFIRM WITH G.GJOWNER QUANTITY FOR EACH BUILDING. A4.1 R42 tlS A42 N A4.1 j���•�• �,�f���� O 42' GUARDRAIL, SEE DETAILS, TYP. ��,G' r.,A � a i 7t%m � bi14 �cy FIRE EXTINGUI51-1ER: 2 PER LEVEL AT EXT. CORRIDORS AND 2 PER BASEMENT LEVEL STORAGE AREA nN TOTAL PER PROVIDE NON GORRISIVE CABINET. EACH FIRE EXTIN515E� IS GLA55 A55 A-4.© O WINDOW WELL EGRESS SHIP LADDER, PROVIDE PRODUCT DATA AND 1 _ J INSTALLATION DETAILS FOR REVIEW. WALKABLE WINDOW WBL GRATE WITH EGRESS HATCH, PROVIDE PRODUCT DATA AND INSTALLATION DETAILS FOR REVIEW. ALT. IN LIEU OF GRATE, PROVIDE 42" GUARDRAIL 4 GATE AROUND WINDOW WELL PERIMETER. UPQ DN - ,' I j� i I ATTIC AGC.E55 HATG4, LOGK-ABLE, 2 PER BLDG., WIDTH = PRE-FA13RICTATED J L J O TRUE SPADING, LENGTH = 3, PROVIDE PRODUCT DATA FOR REVIEK PA OVER WA % 4 TAPERED INSULATION 5YSTEM, DRAINS AS PAVERS TtTtPRooFI ' - i I --------------------- ---- --� F A�. IO 5HOYN, SEE DETAILS, TYP. ,Xx 1'-b" I r'- I 3 BED '-411 O KNOX BOX RAPID ENTRY SYSTEM, I PER BLDG., CONFIRM QUANTITY AND I 3 1 -1 TYPE B/ I BEGIN TOP C II LOCATION WITH FIRE MARStNALL, PROVIDE PRODUCT DATA FOR REVIEW. \ i ' m WH I WALL = TOP ENTRY ACCENT FEATURE: 5' WIDE (TYP), CWALL- ENTER ON DOOR: WA - FRAME L _ _ SLOPE WITH WITH 2-2Xb FLAT STUDS 4NEIeN 5HONW; GEILI% - FRAME WITH 2-2X FLAT VE2- - - - - 12 STUDS. DO NOT PENETRATE ADJACENT FIRE A55ENBl 1E5, I -LAYER G WJ3.ON � ACCENT FEATURE FRAMING, FINISH PER SGHEDIA E. ENLARGED PLAN KEYED NOTES: o i ID ry t n II I ( I I I I I I I OI GL05ET ROD 4 SHELF, TYP. I I --�L—J L < SHELVING SYSTEM, 5 EQUAL SPACED 5HELVE5 0 1 I - 1 I DROPPED SOFFIT FOR DUGTITG, DO NOT PENETRATE FIRE A55E EILY. WIDTH O2 i I O AS SHOHR, AT NARROW SOFFITS (KITGHEN5) WIDEN IF NEG., V.IF AND VERIFY b '-10 1/ u . L»---------------------------------------------------___--- I NEGH. LAYOUT. V.I.F HEIGHT - PROVIDE GO515TENT HE16HT IN UNIT, MIN. T-0' 6-11 I/2" Ibl_g1I 3 I CLEAR FROM FIN15HB TO FINISH FLOOR. FIN15H SAME A5 CEILING. FRAME WITH 2X FLAT STUDS. NOTE: TO AGCOMODATE 01.16T1% 136-01N FIRE A55EMBLY, -ry DROP CEILING IN AL BATHROOMS, AND, CLOSETS WITH DUCTING ABOVE. 3'-5I O 1 ,c PE 'AS ' � 'B' PLAN KEYED NOTES: GI.GSsI}�.0 � �1. I TION ON 006A4ENT SET 15 GENERAL 6UIDELINE5. 5EE "ANSI AIITI' A \ -A 4�tA I � u!' TION 1003 AND 1004 FOR DETAILED RE9UIREMENT5 FOR TYPE 'A' AND 'B' W/D — — — �3 1 Ln �0" RE I �tTAL I 1V� 1 Vj � 2Y� IT5.J_ DE9'BNDIMG ON EQUIPMENT TYPE DOORS MAY NEED TO BE t_ e REMOVED FOR CONVER51ON TO ADA UNIT. EQUIPMENT MAY TEED TO BE -I n _-tr- � 14 I ° OFF I GE CONVERTED TO AL -IN -ONE 1445HEI;/ YER UNIT. SEE SECTION 611 FOR TYPE 'A' LAUNDRY REQUIREMENTS. 1 I - 3. AL FIXTURE5, CONTROLS, 4 HARDWARE IN TYPE 'A' UNIT TO BE ADA COMII 1 3 N 0 I 4. SEE SECTION b08 FOR TRANSFER TYPE 90KER REQUIREMENTS 1 j —°-- I 5. ftA2NII1lNE PLACEMENT IN TYPE 'A' UNITS TO MAINTAIN 30" X 48' CLEAR I 1 FLOOR SPACE AT EGRESS WINDOW5 AND OTHER ITEMS TO INCLUDE BUT NOT .p 1 21{ IR I 20 BE LIMITED TO: APPLIANGE5, FIXTURES, OR CONTROLS. I BLOCKINGREQUIREDFFORFU71fiLE GRAB BARS IN TYPE 'A' AND 'B' UNITS, SCf J Li IA I DIAGRAMS ON SHEET A/0.1, TYP. 1 _ - - - - - - - _ FIXTURES AT TYPE PLUMBING FIXTUAT TYPE 'A' INIT5, TYP. 12'-b I r ------------------------------ - I AT MIDDLE 2-BED, TYPE 'B' LNIT5, PROVIDE 30'x48 CLEAR FLOOR SPACE IN I I FRONT OF DOOR REMOVABLE MILWORK/GABINIFT WITHOUT DAMAGE TO COUNTERTOP, 1 51NK, OR ADJACENT GONL5TRUGTION IF GONVER51ON TO TYPE 'A'. FLOOR AND WALL FINISHES TO CONTINUE IF ITEM REMOVED. --------------- - - - - - - E V ,,, HATGHARFA:34"COUNTBRHEIGHT, �QJ�� �J Ii! OR ADJUSTABLE COUNTER (I PLUMBING) G) - - - - f D 41I � BETYM 29'-3b" WITHOUT DAMAGE TO ADJJGENT GON5TRUGTION. �WI)i1 PI L444 { �PAA OXV►vv 'QV1S RADON MITIGATION 3 BUILDING I : 3 BEDROOM, TYP. tJ DESIGN &11L P RADON MITIGATION SYSTEM: INSTALL ALL BE LO'V 5LAB COMPONENTS PRIOR TO POUR INGLUDES, AT MINIMUM, NECESSARY HORIZONTAL PIPING WITH ELBOWS AZ.2 1/4" = 1'-0" \ FOR VERTICAL RISERS, AND, POLYETHYLENE BARRIER. V.I.F. IF VERTICAL GHA5E(5) AT WATER HEATER CLOSETS MAY BE USED FOR VERTICAL RISERS. INSTAL AL COMPONENTS PER MANUFACTURES SPECIFICATIONS FOR RADON MITIGATION SYSTEMS. 411 E. Main St. 205 ASKN, CO 81611 (970) 925-1832 GR01JP a r c h i t e c t s Vf O C6 W z Of d N� 0 O MCC 0 Q LLi J LU 1L1� I I Seal: pF Cofoff, AV �O co p ASO HMI L I 068`� ,t # DATE ISSUED FOR 11.04.W PERMIT SET Construction Issue Date: Drawing Title: BUILDING I: GRADE LEVEL FLOOR PLAN Sheet #: A202 copylgh12016 2-Group Architects Q IN 0 00 0 0 0 0 333 V2' 12-0' 1'-0-0 12'-0' 12' O' 12'-0' 12'-0" 13'-0' T II'-101/2' 10'-31/2' V-4' V-2 3/4' 1 11-6 IN 13'-1 I/2'13' 7 1/2'1 V-2 3/4' 1 b'-2 3/4' 13'-1 I/2'1V-1 U2'I 10'-6 V4' 1 6'-2 3/4' 1 12-61/2' --- ---- m' n I II 11 I I I I 1 _ - 1 I I T ----�- IIT�� 1 I II 1 ! IX-6 VY ---- I ! 2-1 ur ! I / p I 7-6VX L 4• n 1 I I ! I O F7 C � I 3,7 i IV -&.I I riD 1 I I wro - --r---------- r -- ?; I ! N, ND Wr q FO -- rsom I 1 ' ___ I -- L _® `� H ----- F�kTERIOI�.FORRII� 12 VK I I - ! I�AR 2 BED I I LiI --- -- --- ,row•, 5 I v I ! U I BED I BED ( © I I I -- �I d O O 17- I I 1 I I I I I ® ! 1 I 1 I mm CN I ! 1 1 I I I ! 1 I I I I 1 I I I I i 1 I 1 q j I F/AG I N N I F/AG 1 I E 11 L it / ------------------------------- 2 2 A4.1 A42 2 N 5'-9 1/2' U'-10 1/2" 10'-3 I/2' 5'-9 1/2' 121-b U2' 6-2 3/4' 10-b V44 BUILDING I: LEVELS 2 & 3 FLOOR PLAN ! I 1 ------------- I ! n '4 I �R- I II I II I II I II I II I II I II I II I II I II I II Ld=� i In 2 BUILDING I & 2: 2 BEDROOM END UNIT, TYP. A2.3 1/4" = 1'-011 I I I I 3 I C -1 U2' 10'-b 1/4' 13'-0' 0 0 0 0 M PLAN NOTES: per}• 7' 4' II'3 1/2' � 1 /t O/ v "� f[`{ �� I . r� IN THE EVENT OF OR EXISTING CONDITIONS DISCREPANCY, CONTACT ARCHITECT R7 (470) 925-1832. Ea AT � 5' 9 U2' 10' 3 ICU' II'-10 I/2' S' 9 I/2' ,1'Y� _ - G� b ti.G S 5RRENGE STRUGfUR 41_ FOR ALL FOOTING LOCATIONS, REINFORCEMENT d SEE GORE PLANS FOR WALL, FLOOR, AND CEILING ASSEMBLY TYPES AND P (GIN �• ��OI CONSTRUCTION. 4. GOMRAGTLIR TO FIELD VERIFY EXISTING CONDITIONS d DIMENSIONS PRIOR TO GON5TRUGTION 5. ALL DOOR d WINDOW DIMENSIONS ARE TO GENTERLINE, U.N.O. CONTRACTOR TO VERIFY SIZES, QUANTITIE5 d LOCATIONS PRIOR TO J w O ORDERING d INSTALLING. i 6. ALL DIMENSIONS ARE TO ROUGH FRAMING U.ND. ® ! I 1. ELEMENT5 BELOW GRADE ARE UNKNOWN. CARE SHOULD BE TAKEN 1 OURI% EXCAVATION d DEMOLITION NOT TO DISTURB ELEMENTS NOT i SLATED FOR DEMOLITION. VERIFY LOCATION OF UNDERGROUND UTILITY LINES w/ LOCAL 56ZVIGE DEPARTMENTS. ! n nil b. PROVIDE TEMPORARY BARRIGADE5 d OTHER FORMS OF PROTECTION AS i REQUIRED TO PROTEGT OHNER5' PER501JN_ PROPERTY, WORKERS, It GENERAL ' PUBLIC FROM INJURY DUE TO ALL CONSTRUCTION AGTIVITIE5. 4. COVER d PROTEGT ALL EQUIPMENT, FIXTURES d PROPERTY TO REMAIN O DURING ALL PHASES OF GON5TRUGTION. I I w/D 1 10. CANTRAGTOR TO PATCH ALL AREAS DAMAGED OR REMOVED DURING CONSTRUCTION. II. ALL EXI5TIN6 TREES TO REMAIN HHERE NOT®. SEE LANDSCAPE PLAN. 12. FIN15H GRADE TO BE SLOPED 1% MIN ANAY FROM 511WTLRE TO FOS. w;' r_ I iii ° DRAINAGE. SEE CIVIL FOR GRADING. 13. LAN05GAPE d 517E FEATURES SHOMdd INDICATE DESIGN GONGEPT ONLY. COORDINATE ALL WORK w/ LAW50APE ARCHITEGT DRAWIN65 OR ---____-- ---------- , _ _gj CIVIL DOCUMENT5. w 14. ALL ROOF d WALL PENETRATIONS MUST BE GOORDINATED w/ ARCHITECT d &L. PRIOR TO INSTALLATION. 15. ALL ROOF d WALL PENETRATIONS TO BE GW5TERED IN LEAST OBSTRUCTIVE LOCATION A5 DETERMINED BY ARCHITECT. - � T- � ! � � O I6. WINDOW MAPB.FAGTURER TO COORDINATE STRUCTURE, FLASHING d � �I i � INSTALLATION REQl11REMB'ITTS r1/ ARGt+ITEGT d GG PRIOR TO ORDERING d - - I --� i INSTALLATION. -- -------------&�--- F/Ac c� 11. WINDOW TA65 ARE SHOWN ON EXTERIOR ELEVATIONS. / i * Ib. COORDINATE ALL BLOCKING NEGE55ARY WITH ADA, ANSI, IGG AND OTHER __ - _ CODE REQUIREMENT5, OTHER GON5TRUGTION COMPONENTS, OR TRADES, PRIOR A TO INSTALLING WALL FINISHES. ALL SIB CONTRAGTOR5 ARE TO GOORDINATE ' LOCATIONS OF BLOCKING WITH GENERAL CONTRACTOR. it j ii iii = !r 19. ALL METAL ROOFING d FLASHING SHALL BE INSTALLED TO AVOID 'OIL -- _ J i iii GANNIN6.' ANY 'OIL GANNED' PORTIONS SHALL BE REPLACED AT I I u I Q, - GONTRAGTOR5 G05T. 1 20. CONTINUOUS ICE d WATER SHIELD TO BE INSTALLED AT ALL STANDING SEAM EAVE OVERHANGS, AT ALL VALLEYS d UNDER ALL METAL it I "' - ROOFS, AND OTHER AREAS REQUIRED BY LOCAL GOVERNING AUTHORITY. ~ i I � ! O e _t J O 21. FLOOR ASSEMBLIES SHALL NOT BE PENETRATED. SEE FLOOR PLANS FOR I I DROPPED SOFFIT AND CEILING LOGATON5. SEE GORE PLANS FOR ALL I / I A55EM13LY TYPES AND FIRE-5TOP INFORMATION. 1 _ - Q � Q @ 22. ALL ROOFING d GUTTERS TO HAVE HEAT TAPE - WORD. LOCATION5 3 - `r w/ ARCH AND 6G. SEE ROOF PLAN AND 6-EVATION5 FOR SNOW FENCING AND i I� � I I , A4.1 �,' `y W1 OTHER SIMILAR AGGE550RIE5. 23. ALL EXP05ED CONCRETE 5UGH AS WALL5, FLOORS, 4 PATIOS ARE FIN1514 Q SURFACES. CONTRACTOR SHALL PROTECT ALL FINISHED GONGRETE DURING COSTRUGTION. IF ANY OF THESE AREAS GET DAMAGED, CONTRACTOR TO REPLACE AT CONTRACTORS COST. ------------------- --------------- ______ J l 1 O PLAN KEYED NOTES: I AREA DRAIN (DBL LEVEL AT CORRIDOR), 51-OPE CONCRETE 9':12 MIN, SPACE EQUALLY IN CORRIDOR AND CENTERED IN DRAINED AREAS. OPRE -FABRICATED MAILBOX BANK, CONFIRM CONFIGURATION WITH P05T MASTER, INSTALL PER MFR REQ. A•I O PRE -FABRICATED BIKE RAGK. 3/4" 11'-10 V2' 5'-Q 112' O 4' X 1' PRE -FABRICATED GAGE STORAGE 5Y5TEM WITH LOCK, CONFIRM WITH 6LJOWNER QUANTITY FOR EACH BUILDING. ��(MJd"�4�1�(CJ- 5O 42' GUARDRAIL, SEE DETAILS, TYP. Av -I 13. 1 �•� ¢ , I v �/�'� f� , r, f�� ROMCORRIDORS NON-CORRND 2 PER 5IVA EMENT Ob LEVEL STORAGE AREA TLEVEL ATE BL�PROVIDE CABINET. EACH FIRE EXTINGI5 P 15 CLA55 A-4.© WINDOW NELL EGRESS SHIP LADDER, PROVIDE PRODUCT DATA AND NI uip»+t•�Uh►�,Sic. i0.t0.i.fo 1 INSTALLATION DETAILS FOR REVIEW. A A<zegs WALK-ABL.E MANDOW HELL GRATE WITH EGRESS HATCH, PROVIDE PRODUCT ODATA AND INSTALLATION DETAILS FOR REVIEN ALT. IN LIEU OF GRATE, 11g PROVIDE 42' GUARDRAIL 4 GATE AROUND WINDOW WELL PERIMETER. G' b dh I - - - -- - - I J� G• I 5) I - - - - - O ATTIC AGGE55 HATCH3', LOGK-ABLE, 2 PER BLDG., WIDTH = PRE-FABRIGTATED _ - - - - - TRU55 SPACING, LENGTH = , PROVIDE PRODUCT DATA FOR REVIEN PAVERS OVER WATERPROOFlhG d TAPERED INSULATION SYSTEM, DRAIN5 AS N�--- ------------ 1 4-i------- ------ 14 SHIOMNSEEDETAILS,TYP. Cq t5� KNOX BOX RAPID ENTRY SYSTEM, I PER 131-06., CONFIRM QUANTITY AND UM 1 LOCATION WITH FIRE MARSHALL, PROVIDE PRODUCT DATA FOR REVIEW. ENTRY AGGENT FEATURE: 5WIDE (TYP), CENTER ON DOOR: WALL - FRAME I WITH 2-2Xb FLAT STUDS (WHEN SHOW; GEILI% - FRAME WITH 2-2X FLAT G I I U2" I I 12 5TUP5. DO NOT PENETRATE ADJACENT FIRE ASSEMBLIES, I -LAYER G.W.B. ON ACCENT FEATURE FRAMING, FINISH PER SCHEDULE. 1(9&.1030) m I (9AC.1030) j j _- ENLARGED PLAN KEYED NOTES: �12'-b 1/2" ! u� I I OI GL05ET RDD d SHELF, TYP. " / I �, *- ------------------ I o 11 1 1/2 ! m /�"��'�I� J �'-D" 1'- 1/2" < 5HELVIN6 SYSTEM, 5 EQUAL SPACED SHELVES % 13 i CA{I!!I Ht. 7! & UYN. 1 2'-11 1/2" 13 O DROPPED SOFFIT FOR DUGTIN6, DO NOT PENETRATE FIRE ASSEMBLY. WIDTH m I JJ 'n I 3 A5 5HOHN, AT NARROW 5OFFIT5 (KITGHEN5) WIDEN IF NEC., V.IF AND VERIFY / cV i ISlG • 1 �'V ; I ! 1 MEGH. LAYOUT. VJF HEIGHT - PROVIDE GON515TENT HEIGHT IN UNIT, MIN. T-0' / Q = GIIGuri ! I GLEAR FROM FINISHES TO FIN15H FLOOR. FIN15H SAME A5 CEILING. FRAME WITH / ! 11-6 1/2" 4'-011 Q i 1 - I 1 2X FLAT STUDS. NOTE: TO AGGOMODATE DUCTING BELOW FIRE ASSEMBLY, Swill �! 1 3 ' _ u/ �%A1 f I DRY CEILING IN ALL BATHROOMS, AND, CLOSETS WITH DUCTING ABOVE. / 6'-3" ! r� • PE 'A' I 'B' PLAN KEYED NOTES: I 1GENERAL NOTES; I. It�ORMATION ON DOGR�NT SET 15 GENERAL GUIDELINES. SEE `AFLiI RII7.1" I -------------- 0 = SEGTION 1003 AND 1004 FOR DETAILED REQUIREMENTS FOR TYPE WAND 13 LAUNDRY -I IA CAN 12' " - UNITS. 9�okc1G • N / - - cn IA (keA44-&3 f f th 2 REMOVED FOR CODWER51ONON CTO ADATUdIT. EQUIPNENTI MAY WEDAY NEEDTDT BE acl�aus{ dlNvm / _ CONVERTED TO ALL-IN-0NE WASH62/DRY6R UNIT. SEE SECTION bll FOR TYPE 'A' L IIANDRY REQUIREMENT5. 3. ALL FIXTURES, CONTROLS, d HARDWARE IN TYPE 'A' UNIT TO BE ADA (hftiv� - COMPLIANT. �I - �tf hVWVA 4. SEESECTION 60b FOR TRANSFER TYPE SHOWER REQUIREMENT5. IA r•- 5. FURNITURE PLACEMENT IN TYPE 'R' UNITS TO MAINTAIN 30" X 4b' CLEAR C(;Ac• I�t }�3� I'-111 2 I FLOOR SPACE AT EGRESS WINDOM5 AND OTHER ITEMS TO INCLUDE BUT NOT ✓ i BE LIMITED TO: APPLIANGE5, FIXTURES, OR CONTROLS. L - CV I I I II ! I IA BLOCKING REQUIRED FOR FUTURE GRAB BARS IN TYP: 'A' AND IY UNIT5, 5EE \ c T-- - ----- - - J 3 O DIA6RAM5 ON SHEET A/0.1, TYP. - - - - 8 -3 112:- - L o 0 s -i-- - <�> LEVER TYPE PLUMBING FIXTURES AT TYPE 'A' UNIT5, TYP. AT MIDDLE 2-BED, TYPE B' UNITS, PROVIDE 30"x4b GLFAR FLOOR SPACE IN FRONT OF DOOR - - - - , I %�- h11N • i�"! /� i I - REMOVABLE MILLWORK/GANNET WITHOUT DAMAGE TO GOINTERTOP, ' i IA�lfh (A 4 wolf i T' I �ty�,c VGu,fcl�'hph 4> SINK, OR ADJACENT GON5TRUGTION IF GONVER5ION TO TYPE W. 18 I N X I I FLOOR AND WALL FINISHES TO CONTINUE IF ITEM REMOVED. --- ---- L---- r---- -t - T I - , - = �E -7 HATCH AREA: 34" GOUNI ER HEIGHT, OR, ADJUSTABLE COUNTER (d P UMBING) BE1YEEN 29'-36" WITHOUT DAMAGE TO ADJAGENT CON5TRUGTION. 1 I li I I I 3 (��� � '�J�----� RADON MITIGATION BUILDING I & 2 . 2 BEDROOM TYP. P. DE51GN BUILD RADON MITIGATION SY5TEM: INSTALL ALL BELOW SLAB COMPONENTS 3 poor Na�viw�vc ? (•mks PRIOR TO POUR INCLUDES, AT MINIMUM, W-GE55ARY HORIZONTAL PIPING WITH ELBOWS AZ.3 1 /4" = 1'•O" r ���)� �� FOR VERTICAL R15ER5, AND, POLYETHYLENE BARRIER. V.I.F. IF VERTICAL GHA5E(5) AT t.(/ ekA4 (Sec. t r ` . 1 A ) WATER WATER CLOSETS MAY BE USED FOR VERTICAL RISERS. INSTALL ALL COMPONENTS PER MANUFACTURES 5PEGIFIGATION5 FOR RADON MITIGATION 5Y5TEM5. L' capynght 2n18 411 E. Main St. 205 ASPEN, CO 81611 (970) 925.1832 GTR011P a r c h i t e c t s O C L.Lj zLd CL It1 � Q J LL J J Q L` m Seal: pF C04 �O CO SE ASON 1MIE I �sED A?, # DATE ISSUED FOR 11.04.16 PERMIT SET Construction Issue Date: Drawing TNe: BUILDING I: LEVELS 2 & 3 FLOOR PLAN Sheet #: s �A2• 3 Z-Group Ar hb.a, I I A2.4 I . - , -", H 0 0 0 0 0 00 0 0 0 00 0 0 0 0 0 u'31/2" r-4' T-4' 7'-4' 12'-0' 1' O 12'-0' 12-0' I2'-0' 12'-0' -0' 12'-0' 7' 4' J l `P L T-40 I_ Ira V2• I. Jr T-1 r.C," I%a l 4rA &V1 >V EA 4 l plGt N � 9p�Gu��+�CNfT�dN S EXTF 'i �.Oi�RIT�DR 1 I 1 ;XX; 3 0_D 7 2'-b" i N t 1 I 4 A 1 L - J T m YPE A) 4'-9" ) 6'-q I/T m ry 6-5" I 4'-2" 5' 1/2" '-0" iV O - � � I 12-51/2" / 4'-T \ 1'-41/211 -------------------- 3 1 r 1 2'- 11211I � B I lU 'A r1 1 N----------------------- -----T I-------------------- -N I L--- --- ---- I '-7 1 /711:T-1 I BUILDING 2: 3 BEDROOM, TYPE 'A' A2.4 1/4" = I'-0" 0 Inl-h 1/411 h'-') :�/4° PLAN NOTES: I. IN THE EVENT OF DIMENSIONAL OR EXISTING CONDITIONS DISCREPANCY, CONTACT ARCHITECT AT (4170) Q25-I832. 2. REFERENCE 5TRUGTIIRAL FOR ALL FOOTING LOCATIONS, REINFORCEMENT 4 SIZES. 3. SEE (ODE PLANS FOR WALL, FLOOR, AND CEILING ASSEMBLY TYPES AND CONSTRUCTION. 4. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS 4 DIMEN510N5 PRIOR TO CONSTRUCTION. 5. ALL DOOR 4 WINDOW DIMENSIONS ARE TO CENTERLINE, URO. CONTRACTOR TO VERIFY SIZES, QUANTITIES 4 LOCATIONS PRIOR TO ORDERING 4 IN5TALLINS. 6. ALL DIMENSIONS ARE TO ROUGH FRAMING U.N.O. V1� 7. ELEMENTS BELOW GRADE ARE UNKNOWN. ( ARE SHOULD BE TAKEN DURING EXCAVATION 4 DEMOLITION NOT TO DISTURB ELEMENTS NOT SLATED FOR DEMOLITION. VERIFY LOCATION OF UNDERGROUND UTILITY tD LINES w/ LOCAL 5WiGE DEPARTMENT5. 8. PROVIDE TEMPORARY BARRICADES 4 OTHER FORMS OF PROTECTION AS REQUIRED TO PROTECT OHNER5' PERSONAL PROPERTY, NIORKERS, 4 GENERAL PUBLIC FROM INJURY DUE TO ALL CONSTRUCTION ACTIVITIES. 4. COVER 4 PROTECT ALL EQUIPMENT, FIXTURES 4 PROPERTY TO REMAIN Q LURING ALL PHA5E5 OF GON5TR4110N. =' 10. CONTRACTOR TO PATCH ALL AREAS DAMAGED OR REMOVED DURING CONSTRUCTION. II. ALL EXISTING TREES TO REMAIN WHERE NOTED. SEE LANDSCAPE PLAN. 12, FINISH 6RADE TO BE SLOPED I% MIN AWAY FROM STRUCTURE TO FOS. DRAINAGE. SEE CIVIL FOR GRADING. 13. LANDSCAPE 4 SITE FEATURES SHOWN INDICATE DESIGN CONCEPT ONLY. COORDINATE ALL WORK w/ LANDSCAPE ARCHITECT DRANW;6 OR CIVIL DOCUMENTS. 14. ALL ROOF 4 WALL PENETRATIONS MUST BE COORDINATED w/ o- ARCHITECT 4 G.G. PRIOR TO INSTALLATION. g 15. ALL ROOF 4 WALL PENETRATION5 TO BE all5TERED IN LEA5T c OBSTRUCTIVE LOCATION AS DETERMINED BY ARCHITECT. W4 I6. WINDOW MANUFACTURER TO COORDINATE 5TRUCTURE, FLASHING 4 INSTALLATION REQUIREMENTS w/ ARCHITECT 4 6G PRIOR TO ORDERING t INSTALLATION. Il. WINDOW TAGS ARE SHOWN ON EXTERIOR ELEVATIONS. I&. COORDINATE ALL BLOCKING NEGE55ARY WITH ADA, ANSI, ICG AND OTHER 0 (ODE REQUIREt4BNT5, OTHER CONSTRUCTION COMPONENTS, OR TRADES, PRIOR TO INSTALLING WALL FINISHES. ALL SIB CONTRACTORS ARE TO COORDINATE LOCATIONS OF BLOCKING WITH GENERAL CONTRACTOR. o- 19. ALL METAL ROOFING t FLASHING SHALL BE INSTALLED TO AVOID "OIL CANNING.' ANY °OIL CANNED' PORTIONS SHALL BE REPLACED AT ,D CONTRACTORS COST. O 20. CONTINUOUS ICE 4 WATER SHIELD TO BE INSTALLED AT ALL STANDING 5FAM EAVE OVERHANGS, AT ALL VALLEYS 4 UNDER ALL METAL ROOFS, AND OTHER AREAS REQUIRED BY LOCAL GOVERNING AUTTIORITY. 21. FLOOR ASSEMBLIES SHALL NOT 13E PENETRATED. SEE FLOOR PLANS FOR m DROPPED SOFFIT AND GEILING LOGATOO 5. 5EE CODE PLANS FOR ALL m ASSEMBLY TYPES AND FIRE -STOP INFORMATION. O 22. ALL ROOFING 4 6UTTER5 TO HAVE HEAT TAPE - COORD. LOCATIONS w w/ ARCH AND 6G. 5EE ROOF PLAN AND EtVATION5 FOR SNOW FENCING AND W7 OTTER 51MILAR A(GE55ORIE5. 23. ALL EXPOSED CONCRETE SUCH A5 WALLS, FLOOZ5, t PATIOS ARE FINISH SURFACES. CONTRACTOR SHALL PROTECT ALL FINISHED CONCRETE DURING A CONSTRUCTION. IF ANY OF THESE AREA5 GET DAMAGED, CONTRACTOR TO 4 REPLACE AT CONTRAGTOR5 COST. fV wg PLAN KEYED NOTES: 0OAREA IN (DEL LEVEL AT CORRIDOR), SLOPE CONCRETE k:12 MIN, FACE EQUALLY IN CORRIDOR AND CENTERED IN DRAINED AREAS. OPRE-FPBRIGATED MAILBOX BANK, CONFIRM CONFIGURATION WITH POST MASTER, INSTALL PER MFR REQ, OPRE-FABRIGATED BIKE RACK O4' X 1' PRE-FABRIGATED GAGE STORAGE SYSTEM WITH LOCK, CONFIRM WITH 6LJOWNER QUANTITY FOR EACH BUILDING. O42' GUARDRAIL, SEE DETAILS, TYP. FIRE EXTIN661,1I5HER 2 PER LEVEL AT EXT. CORRIDORS AND 2 PER BASEMENT O6 LEVEL 5TORA6E AREA (10 TOTAL PER BLDG) PROVIDE NON-GORRI5WE CABINET. EACH FIRE EXTItGI5HEt 15 GLA55 A-41M] OWINDOW HELL EGRESS SHIP LADDER, PROVIDE PRODUCT DATA AND INSTALLATION DETAILS FOR REVIEW. WALK -ABLE WINDOW WELL GRATE WITH EGRESS HATCH, PROVIDE PRODUCT O8 DATA AND INSTALLATION DETAILS FOR REVIEW. ALT. IN LIEU OF GRATE, PROVIDE 42" GUARDRAIL 4 GATE AROUND WINDOW HELL PERIMETER. OATTIC ACGE55 HATCH, LOCK -ABLE, 2 PER BLD6., WIDTH = PRE-FABRIGTATED T Z65 SPACING, LENGTH = 3`, PROVIDE PRODUCT DATA FOR REVIEW. PAVERS OVER WATERPROOFING 4 TAPERED INSULATION SYSTEM, DRAINS A5 10 `MOW, SEE DETAILS, TYP. 11 KNOX BOX RAPID ENTRY 5Y5TEM, I PER 51.06, CONFIRM QUANTITY AND LOCATION WITH FIRE MAR511ALL, PROVIDE PRODUCT DATA FOR REVIEW. ENTRY ACCENT FEATURE: 5WIDE (TYP), CENTER ON DOOR: WALL - FRAME WITH 2-2Xb FLAT STUDS (WHEN SHOWN); GEILI% - FRAME WITH 2-2X FLAT 12 STUDS. DO NOT PENETRATE ADJACENT FIRE ASSEMBLIES, I -LAYER GAB. ON AGGENT FEATURE FRAMING,, FINISH PER SCHEDULE. ENLARGED PLAN KEYED NOTES: OI 01-05 -7 ROD 4 SHELF, TYP. O2 SHELVING SYSTEM, 5 EQUAL 5PAGED SHELVES ODROPPED SOFFIT FOR DUCTING, DO NOT PENETRATE FIRE ASSEMBLY. WIDTH AS SHOWN, AT NARROW SOFFITS (KITCHENS) WIDEN IF NEG., V.I.F AND VERIFY MEGH. LAYOUT. V.IF HEIGHT - PROVIDE GO 515TENT HEIGHT IN UNIT, MIN. 7'-0" CLEAR FROM FINISHES TO FINISH FLOOR. FINISH SAME AS CEILING. FRAME WITH 2X FLAT STUDS. NOTE: TO AGGOMODATE DUGTIN6 BELOW FIRE ASSEMBLY, DROP CEILING IN ALL BATHROOMS, AND, CLOSETS WITH DUCTING ABOVE. TYPE 'A' 'B' PLAN KEYED NOTES: GENERAL NOTES: I. INFORMATION ON DOCUMENT SET 15 GENERAL GUIDELINES. 5EE "ANSI AII7.1" SECTION 1005 AND 1004 FOR DETAILED REQUIREMENTS FOR TYPE 'A' AND 'B' UNITS. 2. LAUNDRY - DEPENDING ON EQUIPMENT TYPE DOORS MAY NEED TO BE REMOVED FOR CONVERSION TO ADA UNIT. EQUIPMENT MAY PEED TO BE CONVERTED TO ALL-IN-0NE WA5HER/DRYER UNIT. SEE SECTION 611 FOR TYPE 'A' L M40RY REQUIREMENTS. 3. ALL FIXTURES, CONTROL5, 4 HARDWARE IN TYPE 'A' UNIT TO BE ADA COMPLIANT. 4. SEE SECTION 608 FOR TRANSFER TYPE 5HO^ER REQUIREMENTS. 5. FURNITURE PLACEMENT IN TYPE 'A' UNITS TO MAINTAIN 30" X 48' CLEAR FLOOR SPACE AT 56RE55 WINDOWS AND OTHER ITEMS TO INCLUDE BUT NOT f d 441*P�J, WMf PIM4 aw tV tM%'0m 9 BE LIMITED TO: APPLIANCES, FIXTURES, OR CONTROLS. IA BLOCKING REQUIRED FOR FUTURE GRAB BARS IN TYPE 'A' AND 'B' UNIT5, 5EE DIAGRAMS ON SHEET A/0.1, TYP. ® LEVER TYPE PLUMBING FIXTURES AT TYPE 'A' UNITS, TYP. AT MIDDLE 2-BED, TYPE IY UNIT5, PROVIDE 30'k48 CLEAR FLOOR 5PAGE IN FRONT OF DOOR REMOVABLE MILLWORK/GABINET WITHOUT DAMAGE TO COUNTERTOP, 51NK, OR ADJACENT CONSTRUCTION IF CONVERSION TO TYPE 'A'. FLOOR AND WALL FIN15HB TO CONTINUE IF ITEM REMOVED. HATCH AREA: 34" COUNTER HEIGHT, OR, ADJUSTABLE COUNTER (4 PLU BIN,) BETYNEEN 29'-36" WITHOUT DAMAGE TO ADJACENT ( ON5TRUGTION. RADON MITIGATION DE5194 BUILD RADON MITIGATION SYSTEM: INSTALL ALL BELOW SLAB COMPONENTS PRIOR TO FOR INCLUDES, AT MINIMUM, NEGE555ARY HORIZONTAL PIPING WITH ELBOWS FOR VERTICAL RbER5, AND, POLYETHYLENE BARRIER. V.I.F. IF VERTICAL CHASM) AT WATER NEATER CLOSETS MAY BE USED FOR VERTICAL R15ER5. INSTALL ALL COMPONENTS PER MANUFAGTURE5 SPECIFICATIONS FOR RADON MITIGATION SYSTEMS. 1 All E. Main St. 205 ASPEN, CO 91611 (970) 925-1832 ('110i1P a r c h 1 t e c t s L 6/% O L Cn W z_ a 0 Q O Z ■.. Lt1 J LdJ act LA. Lj.. I SeaC F C04 c G S H MASON f� 4 8 ` V SFD APO # DATE ISSUED FOR 11.04.16 PERMIT SET Constructlon Issue Date: Drawing Title: BUILDING 2: BASEMENT LEVEL FLOOR PLAN lal Sheet #: 2• copyright 2016 Z-Group Architects I I I I 1 I I WON TOP C 105'-0015LOI 0 0 0 0 0 00 0 0 0 00 0 0 0 0 0 II'3 UT T-4' -P-4' L T-4' 12'-0' 1'-0 12'-0' 12-0' 12-0'y-0. xt -0' 12-0' T-4' �74 -� T-4' II'3 UT u,—,1. BUILDING 2: GRADE LEVEL FLOOR PLAN 1/8" = 11.011 �, ,. �, n ter.. E�TRI bl� GORRI IQiz ,I I f+ I 1 I I _4-:� J I I 1 I CD - 3 - 3 I ° L— I -----� o — H N I " IA i T-3 1/211 12'-2" L — I - II BED I --------- I 12'-51/2' I 0 4'-2"5' d- L 4'-2" 2 IA MI/T 1-5 i I - 12 1 1'-41/2" 1 1 I I 12'-O" 4141 6'-91/2" I I a? I 6 I I 1 II ►t II I I I 2'- I I II ti---------------------- II 3 1/2 3 1/2" B I I I I 3 I I -------------------------------- BUILDING 2: 3 BEDROOM, TYP I/4" = 1'-01, IEEI - - - ------I=I L----------- J I I I I I I I _J GENERAL FINISHES � AGGESSORIE5 5GHEOULE: I. FIN15HE5, 5TYLE5, PROFILES, OR COLORS NOT INDICATED ON THESE DOGUMENT5 TO BE FIELD SELECTED 13Y 6.GJOWNER OR ARGHATEGT. 2, U.N.D., ALL PRODUCTS, GABINET5, GOUNTERTOP5, APPLIANGE5, EQUIPMENT, FIXTURES, FURNISHINGS, FINISHES, OR ACCESSORIES TO BE BUILDER GRADE 3. INSTALL AND HANDLE ALL PRODUCTS, MATERIALS, 4 FINISHES PER MFR. REG. IN ALL RESPECTS, TO INCLUDE BUT NOT LIMITED TO: FASTENING METHOD, FLA5141%, WATERPROOFIN ,, PREPARATION, SUBSTRATE, PROTECTION, INSTALLATION, ETC. 4. PER WALL AND CEILING TYPES SCHEDULE PROVIDE M0I5TLIRE, MOLD 4 MOISTI�E RESISTANT 6JNB. AT MET AREAS. **'PROVIDE SAMPLES FOR REVIEW, INCLUDES BUT NOT LIMITED T0: BATHROOM 4 KITCHEN HARDWARE AND ACCESSORIES AND CABINETS 4 DOORS, GOUNTERTOP5 4 BAGK51?LA54, GL05ET ROD 4 AGGE55ORIE5, PAINT 4 STAINS 4 SEALER5, TEXTURE5,BASE 4 TRIM. SHELVING*** EXTERIOR 5EE ELEVATIONS AND SECTIONS EXTERIOR CORRIDOR: FLOOR - 5EAJED GONGRETE, LIGHT BROOM TEXTURE PERPENDICULAR TO PATH OF TRAVEL BASE 4 TRIM - SEE EXTERIOR ELEVATIONS 4 DETAILS WAL1-5 - SEE EXTERIOR ELEVATIONS 4 DETAILS CEILING - STUCCO, ALL LEVELS INTERIOR GENERAL: FLOOR - VINYL WOOD FLOORING SYSTEM BASE 4 TRIM - MOF PAINT GRADE, 5EMI-01-055 PAINT WALLS - LEVEL 4, SPLATTER KNOGKDOPN, SATIN PAINT GEILI% - LEVEL 4, 511-ATTER KNOGI=M FLAT PAINT BATHROOMS: FLOOR - VINYL WOOD FLOORING SYSTEM BASE 4 TRIM - MOF PAINT GRADE, 5EMI-GLO55 PAINT WALL5 - LEVEL 5, SPLATTER KNOGKDOMN, 5EMI-GLO55 PAINT BATHTUB - PRE-FABRIGATED TUB, LEVEL 2 PREP, 4 X 4 CERAMIC TILE SHOWER - PRE=FABRIGATED 5HOPER PAN, LEVEL 2 PREP, 4 X 4 CERAMIC TILE GEILING - LEVEL 5, 5PLATTE2 KNOGKDOPN, SATIN PAINT KITCHEN: FLOOR - VINYL WOOD FLOORING SYSTEM BASE 4 TRIM - MOF PAINT GRADE, SEMI -GLOSS PAINT WAL15 - LEVEL 5, 5PLATTER KNOCKVO W, 5EMI-61-055 PAINT CEILING - LEVEL 4, SPLATTER KNOGKDOPN, SATIN PAINT 4 N Me are.-pw--a assrw 10(146!: 19(d vi k °`p d.016 GENERAL _FIN 15HES $ AGGESSOR I E5 SCHEDULE (GONT): 5TORA&E AREAS: FLOOR - SEALED CONCRETE BASS 4 TRIM - MOF PAINT GRADE, 5EMHGLO55 PAINT WALL5 - LEVEL 3, SPLATTER KNOGKDOMN, FLAT PAINT GEILING - LEVEL 3, SPLATTER KNOGKOOPN, FLAT PAINT (OPTIONAL: CONFIRM W 6CJME R - LEVEL 2, UNPAINTED 5URFAGH5,NO BASF) CABINETS 4 GOUNTERTOP5, KITCHEN: COUNTERTOP -VENEER STONE WITHI GORRESPDNDIN6 4" BAGK5PLA5FI CABINETS - WOOD CA13INET5, REGTAN6ULAR RECE55W PANEL, CLEAR FINISH PITH GRAIN SNOWING CABINETS 4 G0INTERT0P5, BATHROOM: COUNTERTOP - LAMINATE PATH CORRESPONDING 4' 5AGK5PLA5H CABINETS - WOOD CABINETS, RECTANGULAR REGE55W PANEL, CLEAR FIN15H MATH GRAIN 5MY41% Sic Sln,t.�f A2.3 iv- d�►,�dlr' c,+f p(�vi Awvwfaf �� v� s PLAN NOTES: I. IN THE EVENT OF DIMENSIONAL OR EXI5TI% CONDITIONS DISCREPANCY, CONTACT ARCHITEGT AT (410) 925-1832. 2. REFERENCE STRUCTURAL FOR ALL FOOTING LOCATIONS, REINFORCEMENT 4 SIZES. 3. SEE GORE PLANS FOR WALL, FLOOR, AND CEILING ASSEMBLY TYPES AND CONSTRUCTION. 4. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS 4 DIMENSIONS PRIOR TO CON55TR1kGTIOK 5. ALL DOOR 4 WINDO N DIMENSIONS ARE TO GENTERLINE, UN.O. CONTRACTOR TO VERIFY SIZES, QUANTITIES 4 LOCATIONS PRIOR TO ORDERING 4 IN5TAWN6. 6. ALL DIMENSIONS ARE TO ROUGH FRAMING U.N.O. T. ELEMENTS BELOW GRADE ARE UNKNOWN. CARE SHOULD BE TAKEN DURING EXCAVATION 4 DEMOLITION NOT TO 015TURB ELEMENTS NOT 5LATED FOR DEMOLITION. VERIFY LOCATION OF UNDERGROUND UTILITY LINES w/ LOCAL SERVICE DEPARTMENTS. 8. PROVIDE TEMPORARY BARRICADES 4 OTHER FORMS OF PROTECTION AS REQUIRED TO PROTECT OMiJER5' PERSONAL PROPERTY, WORKERS, 4 GENERAL R93LIG FROM INJURY DUE TO ALL CONSTRUCTION ACTIVITIES. 9. COVER 4 PROTEGT ALL EQUIPMENT, FIXTURES 4 PROPERTY TO REMAIN DURING ALL PHASES OF 6ON5TRUGTION. 10. GONTRAGTOR TO PATCH ALL AREAS DAMAGED OR REMOVED DURING CONSTRUCTION. 11. ALL EXISTING TREES TO REMAIN WERE NOTED. SEE LANDSCAPE PLAN. 12. FIN15H GRADE TO 13E SLOPED 1% MIN AWAY FROM STRUCTURE TO P05. DRAINAGE. SEE GIVIL FOR GRADING. 13. LANDSCAPE 4 517E FEATURES 5H" IWIGATE DESIGN GONGEPr ONLY. GOORDINATE ALL WORK w/ LANDSCAPE ARCHITECT DRAWINGS OR CIVIL DOCUMENTS. 14. ALL ROOF 4 WALL PENETRATIONS MUST BE COORDINATED w/ ARCHITECT 4 G.G. PRIOR TO INSTALLATION. 15. ALL ROOF 4 WALL PENETRATIONS TO BE CLUSTERED IN LEAST 095TRU'GTIVE LDGATION A5 DETERMINED BY ARCHITECT. 16. WINDOW MANUFACTURER TO COORDINATE 5TRUGTURE, FLASHING 4 INSTALLATION REQUIREMENTS w/ ARCHITECT 4 6G PRIOR TO ORDERING 4 INSTALLATION. IT. WINDOW TAGS ARE SHOWN ON EXTERIOR ELEVATIONS. 0. COORDINATE ALL BLOCKING NEGE55ARY WITH ADA, ANSI, IGG AND OTHER CODE REWIRE4BNT5, OTHER CONSTRUCTION COMPONENTS, OR TRADES, PRIOR TO IN5TAWNG WALL FINISHES. ALL 5✓6 CONTRACTORS ARE TO COORDINATE LOCATIONS OF BLOCKING WITH GENERAL CONTRACTOR. A. ALL METAL ROOFING 4 FLA51-1ING SHALL BE INSTALLED TO AVOID "OIL GANN[%.' ANY "OIL CANNED' PORTIONS 5HALL BE REPLACED AT CONTRACTORS COST. 20. CONTINUOUS ICE 4 WATER SHIELD TO BE INSTALLED AT ALL 5TANDI% SEAM EAVE OVERHANGS, AT ALL VALLEYS 4 UNDER ALL METAL ROOFS, AND OTHER AREAS REQUIRED BY LOGAL GOVERNING AUTHORITY. 21. FLOOR ASSEMBLIES SHALL NOT BE PENETRATED. SEE FLOOR PLANS FOR DROPPED SOFFIT AND GEILI% LAGATION5. 5EE CODE PLANS FOR ALL A5EM13LY TYPES AND FIRE-5TOP INFORMATION. 22. ALL ROOFING 4 6 rFrER5 TO HAVE HEAT TAPE - GOORD. LOCATIONS W ARCH AND GG. SEE ROOF PLAN AND ELEVATIONS FOR SNOW FIE31C S AND OTHER SIMILAR ACCESSORIES. 23. ALL EXPOSED GONGRETE 5UGH A5 WALLS, FLOORS, d PATIOS ARE FIN1514 5URFACI5. CONTRACTOR SHALL PROTECT ALL FINISHED CONCRETE DURING CONSTRUCTION. IF ANY OF THE5E AREAS GET DAMAGED, CONTRACTOR TO REM -AGE AT GONTRAGTOR5 G05T. PLAN KEYED NOTES: OAREA DRAIN (VEIL LEVEL AT CORRIDOR), SLOPE CONCRETE J":I2 MIN, SPACE EQUALLY IN CORRIDOR AND CENTERED RED IN DRAINED AREAS. OPRE-FABRIGATED MAILBOX BANK, CONFIRM CONFIGURATION WITH P05T MASTER, INSTALL PER MFR.REG. O3 PRE-FABRIGATED BIKE RACK. O4' X T' PRE-FABRIGATED GAGE STORAGE SYSTEM WITH LOCK, CONFIRM WITH 6LJOWN4ER QUANTITY FOR EACH BUILDING. O42' GUARDRAIL, SEE DETAILS, TYP. FIRE EXTINGUISHER: 2 PER LEVEL AT EXT. COWIDOR5 AND 2 PER BASEMENT OLEVEL STORAGE AREA (10 TOTAL PER BLOW PROVIDE NON-CORRI51VE CABINET. EACH FIRE EXTiN615HER 15 GLA55 A-4.© OWINDOW MELL EGRESS SHIP LADDER, PROVIDE PRODUCT DATA AND INSTALLATION DETAILS FOR REVIEW. WALK -ABLE WINDOW HELL GRATE WITH EGRESS HATCH, PROVIDE PRODUCT ODATA AND INSTALLATION DETAILS FOR REVIEW. ALT. IN LIEU OF 6RATE, PROVIDE 42' GUARDRAIL 4 GATE AROUND WINDOW WELL PERIMETER. OATTIC AGGE55 HATCH, LOGK-ABLE, 2 PER BLDG, WIDTH = PRE-FA13RICTATED TRUSS SPACING, LENGTH = 3, PROVIDE PRODUCT DATA FOR REVIEW. 10 PAVERS OVER WATERPROOFING 4 TAPERED INSULATION SYSTEM, DRAINS AS SINOVN, SEE DETAILS, TYP. II KNOX BOX RAPID ENTRY 5Y5TEM, I PER BLDG., CONFIRM QUANTITY AND gM LOCATION WITH FIRE MARSHALL, PROVIDE PRODUCT DATA FOR REVIEW. ENTRY AGGENT FEATURE: V WIDE OYP), CENTER ON DOOR: WALL - FRAME 12 WITH 2-2X6 FLAT STW5 (WHEN 5HOW; CEILING - FRAME WITH 2-2X FLAT 5TUD5. DO NOT PENETRATE ADJACENT FIRE A55EMIBLIE5, I -LAYER G.W.B. ON AGGENT FEATURE FRAMING, FIN15H PER SCHEDULE. ENLARGED PLAN KEYED NOTES: OI CLOSET ROD 4 SHELF, TYP. O5HEI VING SYSTEM, 5 EQUAL SPACED 5HELVE5 ODROPPED SOFFIT FOR DUCTING, DO NOT PENETRATE FIRE ASSEMBLY. WIDTH A5 SHO 4, AT NARROW SOFFITS (KITCHENS) WIDEN IF NEG., V.IF AND VERIFY MEGH. LAYOUT. VJF HEIGHT - PROVIDE CON515TENT HEIGHT IN UNIT, MIN. 1'-0' CLEAR FROM FINI5HE5 TO FINISH FLOOR. FIN151 SAME A5 CEILING. FRAME WITH 2X FLAT STUDS. NOTE: TO A660MODATE DUCTING BELOW FIRE ASSEMBLY, DROP CEILING IN ALL BATHROOM5, AND, CLOSETS WITH DUCTING ABOVE. TYPE 'A' I D' PLAN KEYED NOTES: GENERAL NOTES: L INFORMATION ON DOCUMENT SET 15 GENERAL GUIDELINE5. 5EE "ANSI AIIT.I' SECTION 1003 AND 1004 FOR DETAILED REQUIREMENTS FOR TYPE 'A' AND B' UNITS. 2. LAUNDRY - DEPENDING ON EQUIPMENT TYPE OOOR5 MAY PEED TO BE REMOVED FOR CONVERSION TO ADA UNIT. EQUIPMENT MAY PEED TO BE CONVERTED TO ALL -IN -ONE 1445HEF!4 Y UNIT. SEE SECTION 611 FOR TYPE A' LAU NVRY REQUIREMENTS. 3. ALL FIXTURES, CONTROLS, 4 HARDWARE IN TYPE 'A' UNIT TO BE ADA COMPLIANT. 4. SE: 5EGTION 608 FOR TRANSFER TYPE 90ER REQUIREMENTS. 5. FURNITURE PLACEMENT IN TYPE 'A' UNITS TO MAINTAIN 30" X 48' CLEAR FLOOR SPACE AT EGRESS WINDOW5 AND OTHER ITEMS TO INCLUDE BUT NOT BE LIMITED TO: APPLIANCES, FIXTURES, OR CONTROLS. IA BLOCKING REQUIRED FOR FUTURE GRAB BARS IN TYPE 'A' AND B' UNIT5, 5EE DWAAM5 ON SHEET A/0.1, TYP. LEVER TYPE PLUMBING FIXTURES AT TYPE 'A' UNIT5, TYP. AT MIDDLE 2-BED, TYPE B' UNITS, PROVIDE 30'x48 GLEAR FLOOR SPACE IN FRONT OF DOOR REMOVABLE MILLWORKUGABINET WITHOUT DAMAGE TO GOUNTERTOP, SINK, OR ADJACENT CONSTRUCTION IF GONVER TON TO TYPE W. FLOOR AND WALL FINISHES TO GONTINUE IF ITEM REMOVED. HATGH AREA: 34" COUNTER HEIGHT, OR, ADJL15TABLE COUNTER (4 PLU BIND) BETMEEN 29'-36" WITHOUT DAMAGE TO ADJACENT CON5TI?UGTION. RADON MITIGATION DESIGN BUILD RADON MITIGATION SYSTEM: INSTALL ALL BELOW SLAB COMPONENTS PRIOR TO POUR INCLUDES, AT MINIMUM, WGE55ARY HORIZONTAL PIPING WITH RBOMLS FOR VERTICAL R5ER5, AND, POLYETHYLENE BARRIER, V.I.F. IF VERTICAL GHASE(5) AT WATER HEATER CLOSETS MAY BE USED FOR VERTICAL RISERS. INSTALL ALL COMPONENTS PER MANUFACTURES 5PEGIFIGATIO 5 FOR RADON MITIGATION 5Y5T045. 411 E. Main St, 205 ASPEN, CO $1611 (970) 925.1832 (3310liP a r c h it e c t s O Z � W z_ d U) 0 Q O Z Q w J ,� CS W J Q 1 . L� LA. m Seal: -'- nF CG(�� CO E AS HM L SKI 068 �SFD 0,c� # DATE ,ISSUED FOR 11.04.16 PERMIT SET Construction Issue Date: Drawing Tire: BUILDING 2: GRADE LEVEL FLOOR PLAN Sheet #: A205 c°pyHgh12016 Z-Group Arch"ects 0 0 0 1 W31/2' 1 T-4' 1 A� 1/8" = 1'-0" 0 0 00 1'-4'1 1'-4' 1 7-0.I -Orj� 0 0 12'-0' I 12'-0' 1 DIN• r BUILDINO r Ir• •.11 � rrr , ■ '�� -.: .t �: •L � . 11. I I I•' �� •I• ©per .a..�r�*m-��� •,• • . NOTES SPEGIFIG NOTES 6ENE 1. UND, DOORS 4 RARDKARE ARE BUILDER 6RADF PAINT GRADE 5M" PAC E. 2. •E PLANS AND SGHEVIU FOR LOCATIONS AND KW. UNIT 51ZE ARE AS IWI(ATED ON LE&END. 4" • I Ir I : DETERMINED :I :/ :I I'l /_: NOT LIMITED O DOOR.7r tom:. t�IJ�� j1 I "ii.1 I:. �If _ 3. • • • 'AND I EAGH DOOR .E •I I•: . _.i DEPTH, •, r II I. PRIOR I III' I tCi.AND OYYt DOORS TO :..dl MASTER PATIO DOORS TO RECEIVE 504EK RIP SOLE PLATE AT PATIO DOORS TO RGURE MINIMUM YHRFE� PER BUILDIN65. OLD ,%B OF MATERIAL, ARC POOR6. 8. I• TO 13E I; . .I .I.q 10 FIRE-RA-n% FEARED INCLUDES IEN11RE DOOR A55043LY PROVIDE LABEL :L-: II I % Or III' TORE E ILO- STOP ., ., C-ENER& NOTES: ALL HARDW&E 15 LINER TYPE, CLOSERS AIE [OWE TYW, THW5HOLD AFE MW4' OR EQUAL VERIFY HARPINAIE TYPE NTH &,GJ91HR ••.O' TO ORDERING. EXTERIOR EIM DOOR, 1 DEADBOLT PATIO.11. II BATHROOMrI1•S PRTVArY SET NTHr - - a :•I• STORA6F,/ . PER BUILVINS. b- ALL OTHER rIf 0 00 12'-0' 1 12'-0'-0. 0 0 0 0 �}]0 4 12'-0" 1 7 ' 1. T-4' 1'-4' 1 II'3 V20 I. r��• r r rr1• :rr � rrr., :��'.: ,a, LO�� Irr I : /•, � L . •. :,,. 0�� 11. f I : I: � : . I :.• ©©® I III I h i I: � ir' . :• f' OENERAL NOTESNOTES 1. I DOOM.. HARIWJE ARE WI -DER GRADE,...SMOOTH FACE. 2. SE R,% AM W4EDULE FOR LOCATIONS AND HAND, UNIT 51ZE ARE AS INOIGATEP ON LE61END. TO 113 r - :r a :r : • r_ : . . :r O rIO• ..I , /•. •. rIO. 1O / REED •I- 5. UK, STYLE .:r MANUFAr TURER L I r I- GL09XE DOOR AND I EVH1 rOt' TYPE 5. VERff WnWE QUALITY, TYPF FINISH, 4 OPERATION NTH 6LIONNER "0 51701 AND G04UN DOORS TO RECEIVE MASTER KEY 6. PATIO ODORS TO RECEIVE SGREEN, RIP 50LE PLATE AT PATIO DOORS TO MURE MINIMUM THIE5HOLD. PER BUILOW "t 1. FINISH, COLOR, 4 TRIM COWWTIONI NOT INDICATED ON THESE SHEETS OR aSET+ERE TO 13E DETERMINED BY 6LJ01W AM ARGHITOF MATERIAL, 5. DOORW r f : I : . 1 .,..._fit. . It.•. q. M37E FIRE-RATIN6 FEARED, INCLUDES WRE DOOR ASSEMBLY, PROVIDE LA • LOCATION."0 VERIFY NTH MEORANICAL f. I' DOOR: I :' D •I f ':r• 11. ]EXTERIOR DOORS ER5 HIT14 RETURN AIR MIELHANISM OR PERPENDICULAR TO SHWo OF DOOR / F5,EIVE DOOR STOP. :ar:H -' I _-UYaD5B;ro ARE HINSE TYPE, _ 1 I ARE "3-W' OR EGUAL. NTH 6LJOVM PRIOR TO IVD••' EXTERIOR rIf• / PATIO rrf•.. DEADBOLT DOORA PRIVACY SET. - I I WI ., FPJVArY5Er MIN GHILD-5AFE1Y I - EXTERIOR STORME, LOCK -SET, MASTER 1��Y PER BUILDING b- ALL OTHER rIOR firt-mot 0 of ''`JJ�1 I..G f6I � f'rSrSr(i1MGi1.GS q'vvffi"OhS ZAI S,cc sWt A 3 %v type 4. ( A4111'0� (TURN/+ )010111 A14vM-IA,-fiL) PLAN NOTES: I. IN THE EVENT OF DIME N5ION'AL OR EXI5TIN6 CONDITIONS DISCREPANCY, CONTACT ARCOTELT AT (4170) 925-1832. 2. REFERENCE 5TRUGTURAL FOR ALL FOOTING LOCATIONS, REINFORCEMENT I 51ZE5. 3. SE CODE PLANS FOR WALL, FLOOR, AND GEILIN6 A55EMBLY TYPES AND CONSTRUCTION. 4. CONTRACTOR TO FIND VERIFY EX15T1N6 CONDITIONS 4 DIMENSIONS PRIOR TO GON5TRUGTION. 5. ALL DOOR I WINDOW DIMENSIONS ARE TO CENTERLINE, U.N.O. CONTRACTOR TO VERIFY 5105, QUANTITIE5 4 LOCATIONS PRIOR TO ORDERING 4 INSTALLING. b. ALL DIMENSIONS ARE TO ROUGH FRAMING U.N.O. 1. ELEMENTS DELON GRADE ARE UNKNONAI. CARE 5HOULD BE TAKEN DURING EXCAVATION 4 DEMOLITION NOT TO 015TURB ELEMENTS NOT SLATED FOR DEMOLITION. VERIFY LOCATION OF UNDERGROUND UTILITY LINES w/ LOCAL SERVICE DEPARTMENTS. 8. PROVIDE TEMPORARY BARRIGADE5 4 OTHER FORMS OF PROTECTION AS REQUIRED TO PROTECT OHNER5' PERSONAL PROPERTY, WORKER5, 4 GENERAL PUBLIC FROM INJURY DUE TO ALL GON5TR rTION ACTIVITIES. cf. COVER I PROTECT ALL EQUIPMENT, FIXTURES 4 PROPERTY TO REMAIN WRING ALL PHASES OF GON5TRUGTION. 10. CONTRACTOR TO PATGH ALL AREAS DAMAGED OR REMOVED DURING CONSTRUCTION. 11, ALL EXISTING TREES TO REMAIN WHERE NOTED. 5EE LANDSCAPE PLAN. 12. FIN15H GRADE TO BE SLOPED I% MIN AWAY FROM 5TFWTURE TO FOS. DRAINAGE. SEE CIVIL FOR GRADING. 13. LANDSCAPE 4 51TE FEA1URE5 SHOWN INDICATE DESIGN CONCEPT ONLY. COORDINATE ALL WORK w/ LANDSCAPE ARGHITECT 9RAWI%6 OR CIVIL DOCUMENTS. 14. ALL ROOF 4 WALL PENETRATIONS 46T BE COORDINATED w/ AROMTEGT 4 GL. PRIOR TO INSTALLATION. 15. ALL ROOF 4 WALL PENETRATIONS TO BE GLU5TERED IN LEA5T 055TRUGTIVE LOCATION AS DETERMINED BY ARCHITECT. 16. WINDOW MANUFACTURER TO COORDINATE 5TRIXTIK FLA5HIN6 4 INSTALLATION REWIREME3NT5 w/ ARGHITECT 4 6G PRIOR TO ORDERING 4 INSTALLATION. 17. WINDOW TA65 ARE SHOWN ON EXTERIOR ELEVATIONS. 18. COORDINATE ALL BLOGKIN6 NECE55ARY WITH ADA, ANSI, ICC AND OTHER CODE REQUIREMENTS, OTHER GON5IRUGTION COMPONENTS, OR TRADES, PRIOR TO I%TALLIN6 WALL FIN15HE5. ALL 5U5 (ONTRA6TOR5 ARE TO COORDINATE LOCATIONS OF 6LOGKIN6 WITH 6EN ERAL GONTRAGTOR. Iq. ALL METAL ROOFING 4 FLASHING SHALL BE INSTALLED TO AVOID "OIL GANNIM.' ANY 'OIL CANNED' PORTIONS SHALL BE REPLACED AT CONTRACTORS COST. 20. CONTINUOUS IGE 4 WATER SHIELD TO BE INSTALLED AT ALL STANDING SEAM EAVE O4`E2NA%S, AT ALL VALLEYS 4 UNDER ALL METAL ROOFS, AND OTHER AREA5 REQUIRED BY LOGAL 6OVERNIN6 AUTHORITY. 21. FLOOR A55EM BLIE-5 SHALL NOT 13E PENETRATED. SEE FLOOR PLANS FOR DROPPED SOFFIT AND CEILING LOCATIONS. SEE CODE PLANS FOR ALL ASSEMBLY TYPES AND FIRE -STOP INFORMATION. 22. ALL ROOFING 4 GUTTERS TO HAVE HEAT TAPE - GOORO. LOCATIONS w/ ARCH AND 6GSEE ROOF PLAN AND ELEVATIONS FOR SNOW FENCING AND OTHER 5IMILAR AGGE55ORIE5. 23. ALL EXPOSED CONCRETE SUCH AS WALL5, FLOORS, 4 PATIOS ARE FINISH SURFAGE5. C40NTRAGTOR SHALL PROTECT ALL FINISHED CONGRETE DURING CONSTRUCTION. IF ANY OF THESE AREAS GET DAMAGED, GONTRACTOR TO REPLACE AT GONTRAGTOR5 COST. PLAN KEYED NOTES: OAREA DRAIN (DEL LEVEL AT CORRIDOR), SLOPE CONCRETE J':12 MIN, 5PAGE E61UALLY IN CORRIDOR AND CENTERED IN DRAINED AREAS. OPRE -FABRICATED MAILBOX BANK, CONFIRM GONFIC-WATION WITH P05T MASTER, INSTALL PER MI REQ. OPRE -FABRICATED BIKE RACK O4' X 7' PRE -FABRICATED GAGE 5TORA6E SYSTEM WITH LOCK, CONFIRM WITH 6LJOW4ER QUANTITY FOR EACH BUILDING. O42" GUARDRAIL, SEE DETAILS, TYP. FIRE EXTIN6U15HEP: 2 PER LEVEL AT EXT. CORRIDORS AND 2 PER BASEMENT OLEVEL 5TORA6E AREA (10 TOTAL PER BLOW PROVIDE NON-(ORRI5IVE CABINET. EACH FIRE EXT8%E5FER 15 GLA% A-4.0M OWINDOW WELL E6RE55 SHIP LADDER, PROVIDE PRODUCT DATA AND INSTALLATION DETAILS FOR REVIEW. WALK -ABLE WINDOW WELL GRATE WITH E5RE55 HATCH, PROVIDE PRODUCT ODATA AND INSTALLATION DETAILS FOR REVIEW. ALT. IN LIEU OF 6RATE, PROVIDE 42" GUARDRAIL 4 6ATE AROUND WINDOW VEIL PERIMETER. OATTIG AOGE55 HATGH, LOGK-ABLE, 2 PER BLD6., WIDTH = FRF-FABRIGTATE D TRU55 5PAC.1%, LENGTH = Y, PROVIDE PRODUCT DATA FOR REVIEW. 10 PAVERS OVER WATERPROOFING 4 TAPERED INSULATION SYSTB•I, DRAINS A5 SHOWN, SEE DETAILS, TTF II KNOX BOX RAPID ENTRY SYSTEM, I PER 151-06., CONFIRM QUANTITY AND EM LOCATION WITH FIRE MARSHALL, PROVIDE PRODUCT DATA FOR REVIEW. ENTRY ACCENT FEATURE: 5' WIDE (TYP), CENTER ON DOOR: WALL - FRAME 12 WITH 2-2Xb FLAT STUDS (WHEN 5WW8•J); CEILING - FRAME WITH 2-2X FLAT STUDS. DO NOT PENETRATE ADJAGENT FIRE A55EMBL.IE5, I -LAYER G.N.B. ON AGCENT FEATURE FRAMING, FIN15H PER 5GHEDULE. ENLARGED PLAN KEYED NOTES: OGLO5ET ROD 4 SHELF, TYP, OSHELVING SYSTEM, 5 EQUAL SPACED SHELVE5 ODROPPED SOFFIT FOR WCTI%, DO NOT PENETRATE FIRE ASSEMBLY. WIDTH A5 SHOWN, AT NARROW SOFFITS (KITCHENS) WIDEN IF NEC., V.I.F AND VERIFY M1E614. LAYOUT. V.I.F HEIGHT - PROVIDE CONSISTENT HEIGHT IN UNIT, MIN. T-0" CLEAR FROM FINISHES TO FIN1514 FLOOR. FINISH SAME AS GEILI%. FRAME WITH 2X FLAT STUD5. NOTE: TO AGCOMODATE DUCTING BELOW FIRE ASSEMBLY, DROP CEILING IN ALL BATHROOMS, AND, CLOSETS WITH DUGTIN6 ABOVE. TYPE 'A' � 'B' PLAN KEYED NOTES: GENERAL NOTES: I. INFORMATION ON DOGUMIENT SET 15 6ENERAL WIDELINE5. 5Ef "AN5I AII7.1" SECTION 1003 AND 1004 FOR DETAILED REQUIREMENTS FOR TYPE WAND 13' UNITS. 2. LAUNDRY - DEPENDING ON EQUIPMENT TYPE DOORS MAY NEED TO 13E REMOVED FOR COWER54ON TO ADA UNIT. EQUIPMENT MAY NEED TO BE CONVERTED TO ALL -IN -ONE WASHERORYER UNIT. SEE 5EGTION b11 FOR TYPE A' LAUNDRY REQUIRDP'E41`5. 3. ALL FIXTU2E5, CONTROLS, 4 HARDWARE IN TYPE 'A' UNIT TO BE ADA COMPLIANT. 4. SEE SECTION 608 FOR TRANSFER TYPE SHOWER REQUIREMENTS. 5. FURNITURE PLACEMENT IN TYPE 'A' UNITS TO MAINTAIN 30" X 48' CLEAR FLOOR 5PA6E AT E6RE55 WINDOWS AND OTHER ITEMS TO INGLUDE BUT NOT BE LIMITED TO: APPLIANCES, FIXTURES, OR CONTROLS. IR BLOGKIN6 REQUIRED FOR FUTURE GRAB BARS IN TYPE 'A' AND 'B' UNIT5, 5EE 0IA6RAM5 ON SHEET A/0.1, TYP. LEVER TYPE PLUMBW FIXTURES AT TYPE 'A' UNITS, TYP. AT MIDDLE 2-BED, TYPE 9 UNITS, PROVIDE 30"x48 CLEAR FLOOR SPACE IN FRONT OF DOOR REMOVABLE MILL PMKIGAE31 ET WITHOUT DAMAGE TO COUNTERTOP, 51NK, OR ADJACENT CONSTRUCTION IF GOWER51ON TO TYPE W. FLOOR AND WALL FINISHES TO CONTINUE IF ITEM REMOVED. HATCH AREA: 344 COUNTER HEIGHT, OR, ADJ35TA13LE COUNTER (4 PLUMBING) BETHEE N 2q'-36" WITHOUT DAMAGE TO ADJACENT CO15TM-1T10N. RADON MITIGATION DB194 BUILD RADON MITIGATION SYSTEM: INSTALL ALL BELOW SLAB COMPONENTS PRIOR TO POOR INGLUDE5, AT MINIKH, NEGE55ARY HORIZONTAL PIPING WITH E LBOH5 FOR VER71GAL RISERS, AND, POLYETHYLENE BARRIER V.I.F. IF VERTICAL GHA5E(5) AT WATER DATER CLO5ET5 MAY BE USED FOR VERTICAL RISERS. INSTALL ALL COMPONENTS PER MANUFAGTURE5 5PEGIFIGATION5 FOR RADON MITIGATION SYSTEMS. 411 E. Main Sc 205 ASPEN, CO 91611 (970) 925-1832 GROiJP a r c h i t e c t s F- 0 �I /n Vz/ W a Co 0 Q O Z Q W J c� W Q Q Q V` ILL 1 I Seal: / F cozo� 90 ;P HMI WSKI �C 40 068 tiS�D ARG�\ # ; DATE ISSUED FOR 11.04.INi PERMIT SET Construction Issue Date: Drawing Title: BUILDING 2: LEVELS 2 & 3 FLOOR PLAN Sheet #: A206 copyright 2016 Z-Group Archltects STRUCTURAL DESIGN 7 w ewkeshwt.cm S2.2 1040 Main Street # Carbondale,CO 81623 (970) 510-0773 i I BWP3 BWP3 H I Ht BWP3 BWP3 HDR12 HDR12 Q HDR7 HDR2 �I HDR2 Ir H I -I BWP3 BWP3 - —.. ,y a HDR3 m HDR12 - HDR12 HDR3 3 q � T.O. �1� (3)" LVL . AA HDR3 2 BED > (TYPE B) o a APE D a� 7 ) o ao 52.2 Q 0 o N H2 HDR3 ;- - HDRB _ / — - n (, o 0 4 0 - ll iy = -; - " w — Z LL w ua 2x6 @ 16"1 W - 0 11%" P.E. OPEN WEB FLOOR s �e - H - - - - - - - OW L� N TRUSSES @ 16"o.c. - TYP x - - -.- - - - - (TYPED) a /r� 00 = a CONT SPANS PER MFR ? IJi ti K - - Z U� a HDR3 v --3'-0" TYPE Q WP3 F V H1 - - - - w o _ IL ---- -. ---- HDR3 - -_--.--_�-.�__ T -BWP3 r=n Z 711, a U 2BED ¢ 8STRDCTURALT B - __�,=� I - W3/'i W O wIF- F—I (TYPE B) \ — BWP SHTG CONT THRU WALL I' J ~ a CS14 x 9'1 LONG - BM INTERSECTION - TYP 2 LOCS I 8*6 �J T.O. PLY=108'-11y" 6 TO BLKG - TYP @ 4 PLCS o " - �9' 13/4' I Q (n 52.1 �\ 8x14 DF SELECT z = P3 STRUCTURAL HDR10 _ -` a BW � I i� m n BWP3 Q (� 1 BED Isx <\ its/" P.E. OPEN WEB FLOOR I I I I Qy;✓ � L (TYPE B) / o c" � TRUSSES @ 16"o.c. - TYP I 1 y�; L I _ CONT SPANS PER MFR 4 7)[ 1 a II II I J �F II II ,, II II 65° H T.O. PLY =109'-1%" I I I I I I 0 I t 13 Q S2.1 - - - - ZI I - z I I - 8 z STORAGE - - Z - - - - z I ------- --Oil (4)11'/s'LVL-4SPANCONT-u-- -- - -- - - - C1 7 ZI 1 00 111 1 52.0 00 I I oil Oil - o OG------ -- ---- I �I Vv ------rt-- -- -- ---_ - -� Mil I I I I all a l i 10 h ��� U)II I I l l I I I REVISIONS: Wi?r1, _ HDR3 HDRB \ _ I I 1 \- - �I I I I S2.1 r---- 1000S162-97METAL JOIST@16"o.c.- I -- - �I - -- - -- - - WI i II II II I, � l - EXTERIOR ABOVE 1 1 1 1 DEN II II II I I I' SNOW FROM ROOF ABOVE MUST BE II I I I I A\y�oG I I 11-------------------------------------�---- MITIGATED TO PREVENT HIGH r _ J I - IMPACT LOADING ON STRUCTURE I II I-------------- ----J I S2.o IL- - -- -----------------------------� - -- �g L— _—_— _—__---__________________ —_ TYPICAL ENTRY DECK CONSTRUCTION 1Y"x22GA GALV OR PRIME PAINTED NON -COMPOSITE STEEL DECK (VULCRAFT TYPE 1.5 B). ATTACH DECK TO t SUPPORTS w/ #12 SELF DRILLING SCREWS @ 3614 PATTERN & SIDELAP FASTENERS #10 SELF 52.1 Q DRILLING SCREWS @ 8"0.c. - CONT 2 SPAN MIN A BUILDING 1: GRADE LEVEL FLOOR FRAMING PLAN SCALE: %s = VI FLOOR FRAMING NOTES: 1) REFER TO SHEET SO.0 FOR GENERAL NOTES AND DETAILS, INCLUDING: - FLOOR & ROOF SHEATHING PER 1/SO.0. - TYPICAL WALL FRAMING PER 21SO.0. - ATTACHMENT OF MULTI -PLY COLUMNS & BEAMS PER 3/S0.0. - ALL TYPICAL FRAMING NAILING PER TYPICAL CONNECTION SCHEDULE ON S0.0. 2) ALL COLUMNS SHOWN SHALL BE (2) 2x6, TYP - U.N.O. 3) ALL BEARING WALL HEADERS SHALL BE HDR1 PER SCHEDULE, TYP - U.N.O. 4) ALL INTERIOR & EXTERIOR BEARING WALLS ARE 2x6 STUDS AT 16"o.c., TYP - U.N.O. 5) ALL INTERIOR & EXTERIOR BEARING WALLS SHALL BE SHEATHED PER BRACED WALL PANEL NOTES ON SO.0, TYP - U.N.O. 6) ALL TRUSS HANGERS SHALL BE OF HANGER SERIES PER PLAN OR EQUAL - U.N.O. ALL HANGER DEPTHS SHALL USE SERIES TO MATCH MEMBER DEPTHS U.N.O. 7) ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS & FIELD VERIFIED BY CONTRACTOR. 8) ALL FRAMING MATERIAL EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER SO.0 - U.N.O. HOLDOWN SCHEDULE SIMPSON STUD MARK HOLDOWNCONNECTION A.B. No. OF STUDS DETAIL H1 HDU2-SDS2.5 %"0 wl 12" EMBED (6)y"0 x 2Y" SDS (2) 2x 6IS2.0 MIN— H2 HDU4-SDS2.5 /e"O wl 12- EMBED (10) SDS 4"x2Yz" (2) 2x 6IS2.0 MIN H3 CS20 STRAP NIA SEE DETAIL (2) 2x 11/S2.1 H4 CS14 STRAP NIA SEE DETAIL (2) 2x 111S2.1 H5 CMST14 1 NIA I SEE DETAIL .v j �Q. 1. REFER TO FRAMING PLANS FOR HOLDOWN LOCATIONS AND TYPES. 2 SEE PLANS FOR BWP LOCATIONS AND EXTENTS. HOLDOWNS OCCUR AT ENDS OF BWP's, DENOTED ON PLAN AS: 3 HOLDOWNS SHALL BE INSTALLED AT THE BASE OF THE WALL PANELS WHERE SPECIFIED, CONNECTING THE SPECIFIED SHEAR WALL EDGE STUD TO THE STRUCTURE BELOW. 4 HOLDOWNS INSTALLED AT BASE OF WALL PANEL ABOVE ARE DENOTED ON PLAN AS: REFER TO PLAN ABOVE FOR SPECIFICATION. 5. HOLDOWNS & ANCHOR BOLTS SHALL BE MANUFACTURER AND TYPE SPECIFIED OR APPROVED EQUAL. HEADER SCHEDULE MARK HEADER SIZE TRIM STUD KING STUD HDR1 (2) 2x6 1 1 HDR2 (3) 2x6 1 1 HDR3 (3) 2x6 2 1 HDR4 (2) 2x8 1 1 HDR5 (2) 2x8 1 2 HDR6 (2) 5y" LVL 2 1 HDR7 (2) 7y" LVL 2 2 HDR8 (3) 7y" LVL 3 1 HDR9 (2) 94" LVL 1 2 HDR10 (2) 9Y4" LVL 2 1 HDR11 (2)9y"LVL 2 2 HDR12 (2) 9y" LVL 3 2 HDR13 (3) 9Y4" LVL 2 2 HDR14 (3) 9Y4' LVL 3 2 SPECIAL BRACED WALL PANEL SCHEDULE MARK SHEATHING EDGE NAILING FIELD NAILING EDGE STUD / BLOCKING SILL BOLTING AT FOUNDATION SILL NAILING UPPER STORIES BWP1 %/W PLYWOOD I OSB 8d @ 6"o.c. 8d @ 12"o.c. 2x6 %70 AB @ 4'1 16d @ 6"o.c. BWP2 %s PLYWOOD I OSB 8d @4"o.c. 8d @ 12"1 2x6* a /"0 AB @ 4'1 16d @ 4"1 BWP3 %a" PLYWOOD I OSB 8d @ 3"1 8d @ 12"o.c. 2x6* 6/"0 AB @ 2-0" 16d @ 4"1 BWP4 %fi' PLYWOOD I OSB 8d @ 2"o.c. 8d @ 12"o.c. (2) 24* 6/"0AB @ 1' 4" 16d @ 3"o.c. BUILDING 1 GRADE LEVEL FLOOR FRAMING NOTES. PLAN * OFFSET PANEL JOINTS ON DIFFERENT EDGE STUD I BLOCKING MEMBERS WHERE BWP SHEATHING IS SPECIFIED EACH FACE OF WALL. 1. NAILS FOR GYP BOARD ATTACHMENT SHALL BE DRITITE OR'COOLER' TYPE NAILS. 2 NAILS FOR PLYWOOD SHALL BE COMMON NAILS. USE OF PNEUMATICALLY DRIVEN NAILS IS SUBJECT TO APPROVAL BY THE BUILDING DEPARTMENT AND STRUCTURAL ENGINEER. DO NOT OVERDRIVE NAILS, 3. PLYWOOD SHEATHING SHALL BE STANDARD (C-D) GRADE WITH EXTERIOR GLUE. DATE: 11I4I16 4. GYPSUM BOARD AND PLYWOOD TO CONFORM TO IBC TABLES 2306.4.5 AND 2306.4.1. 5. INSTALL 2x CONT BLOCKING AT HORIZONTAL PANEL JOINTSIEDGES AS NEEDED FOR EDGE NAILING, 6. PROVIDE EDGE NAILING TO STUD OR POST WHERE HOLDOWNS OCCUR. PROJECT # : 15.023C DRAWN BY: HH CHECKED BY: SM csi 1 FLOOR FRAMING NOTES: 1) REFER TO SHEET S0.0 FOR GENERAL NOTES AND DETAILS, INCLUDING: - FLOOR & ROOF SHEATHING PER 11S0.0. - TYPICAL WALL FRAMING PER 2IS0.0, - ATTACHMENT OF MULTI -PLY COLUMNS & BEAMS PER 31S0.0. - ALL TYPICAL FRAMING NAILING PER TYPICAL CONNECTION SCHEDULE ON S0.0. 2) ALL COLUMNS SHOWN SHALL BE (2) 2x6, TYP - U.N.O. 3) ALL BEARING WALL HEADERS SHALL BE HDR1 PER SCHEDULE, TYP- U.N.O. 4) ALL INTERIOR & EXTERIOR BEARING WALLS ARE 2x6 STUDS AT 16"o.c., TYP - U.N.O. 5) ALL INTERIOR & EXTERIOR BEARING WALLS SHALL BE SHEATHED PER BRACED WALL PANEL NOTES ON SQ0, TYP - U.N.O. 6) ALL TRUSS HANGERS SHALL BE OF HANGER SERIES PER PLAN OR EQUAL - U.N.O. ALL HANGER DEPTHS SHALL USE SERIES TO MATCH MEMBER DEPTHS U.N.O. 7) ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS & FIELD VERIFIED BY CONTRACTOR. 8) ALL FRAMING MATERIAL EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER S0.0 - U.N.O. I I I BUILDING 1: LEVEL 2 FLOOR FRAMING PLAN SCALE: Y16" = l'-0" HOLDOWN SCHEDULE MARK SIMPSON A.B. STUD No. OF STUDS DETAIL HOLDOWNCONNECTION H1 HDU2-SDS2.5 5/o"O wl 12" EMBED (6)Y"0 x 2Y" SDS (2) 2x 6IS2.0 MIN H2 HDU4-SDS2.5 5e7O wl 12" EMBED (10) SDSYa'x?Y' (2) 2x 6152.0 MIN H3 CS20 STRAP NIA SEE DETAIL (2) 2x 111S2.1 H4 CS14 STRAP NIA SEE DETAIL (2) 2x 11/S2.1 15 CMST14 NIA SEE DETAIL NOTES: 1. REFER TO FRAMING PLANS FOR HOLDOWN LOCATIONS AND TYPES. SEE PLANS FOR BWP LOCATIONS AND EXTENTS. HOLDOWNS OCCUR AT ENDS OF BWP's, DENOTED ON 2 PLAN AS: 3 HOLDOWNS SHALL BE INSTALLED AT THE BASE OF THE WALL PANELS WHERE SPECIFIED, CONNECTING THE SPECIFIED SHEAR WALL EDGE STUD TO THE STRUCTURE BELOW. 4 HOLDOWNS INSTALLED AT BASE OF WALL PANEL ABOVE ARE DENOTED ON PLAN AS: REFER TO PLAN ABOVE FOR SPECIFICATION, 5. HOLDOWNS & ANCHOR BOLTS SHALL BE MANUFACTURER AND TYPE SPECIFIED OR APPROVED EQUAL. HEADER SCHEDULE MARK HEADER SIZE TRIM STUD KING STUD HDRi (2) 26 1 1 HDR2 (3) 2x6 1 1 HDR3 (3) 2x6 2 1 HDR4 (2) 2x8 1 1 HDR5 (2) 2x8 1 2 HDR6 (2) 5y" LVL 2 1 HDR7 (2) 7y" LVL 2 2 HDR8 (3) 7y" LVL 3 1 HDR9 (2) 9%" LVL 1 2 HDR10 (2) 9Ya" LVL 2 1 HDR11 (2)9y"LVL 2 2 HDR12 (2) 9y" LVL 3 2 HDR13 (3)9y"LVL 2 2 HDR14 (3) 9Ya" LVL 3 2 W4 �� - OW6 WE 8 SPECIAL BRACED WALL PANEL SCHEDULE MARK SHEATHING EDGE NAILING FIELD NAILING EDGE STUD / BLOCKING SILL BOLTING AT FOUNDATION SILL NAILING UPPER STORIES BWPi PLYWOOD I OSB 8d @ 6"o.c. 8d @ 12"0.c. 2x6 %"0 AB @ 4'-0" 16d @ 6"o.c. gWp2 16 PLYWOOD I OSB 8d @4"o.c. 8d @ 12"o.c. 2x6' %"0 AB @ 4'-0" 16d @ 4"o.c. BWP3 Y16" PLYWOOD I OSB 8d @ 3'o.c. 8d @ 12"o.c. 2x6` Y"O AB @ 2'-0" 16d @ 4"o.c. BWP4 %s" PLYWOOD I OSB 8d @ 2"o.c. 8d @ 12'o.c. (2) 2x6' Yaa"O AB @ 1'4" 16d @ 3"o.c. NOTES: OFFSET PANEL JOINTS ON DIFFERENT EDGE STUD I BLOCKING MEMBERS WHERE BWP SHEATHING IS SPECIFIED EACH FACE OF WALL. 1. NAILS FOR GYP BOARD ATTACHMENT SHALL BE DRITITE OR'COOLER TYPE NAILS. NAILS FOR PLYWOOD SHALL BE COMMON NAILS. USE OF PNEUMATICALLY DRIVEN NAILS IS SUBJECT TO APPROVAL BY THE BUILDING DEPARTMENT AND 2 STRUCTURAL ENGINEER. DO NOT OVERDRIVE NAILS. 3, PLYWOOD SHEATHING SHALL BE STANDARD (C-D) GRADE WITH EXTERIOR GLUE. 4. GYPSUM BOARD AND PLYWOOD TO CONFORM TO IBC TABLES 2306.4.5 AND 2306A.1. 5. INSTALL 2x CONT BLOCKING AT HORIZONTAL PANEL JOINTSIEDGES AS NEEDED FOR EDGE NAILING. 6. PROVIDE EDGE NAILING TO STUD OR POST WHERE HOLDOWNS OCCUR. TRUCTURAL DESI w .emKea udwm 1040 Main Street Carbondale, C0 61623 (970) 510-0773 r-I I%'I/I� / 4331�6� S v 0 I— Q z cl� Lu O 2: N 1­-- 00O QQ u) CD uJ J ( H oC J = CL Q�U') > M 0 01,00 O ILL z LL m —i REVISIONS: BUILDING 1 LEVEL 2 FLOOR FRAMING PLAN DATE: 1114/16 PROJECT # : 15.023C DRAWN BY: HH CHECKED BY: SM S102 FLOOR FRAMING NOTES: 1) REFER TO SHEET S0.0 FOR GENERAL NOTES AND DETAILS, INCLUDING: - FLOOR & ROOF SHEATHING PER 1/S0.0. - TYPICAL WALL FRAMING PER 2/S0.0. - ATTACHMENT OF MULTI -PLY COLUMNS & BEAMS PER 330.0. - ALL TYPICAL FRAMING NAILING PER TYPICAL CONNECTION SCHEDULE ON S0.0. 2) ALL COLUMNS SHOWN SHALL BE (2) 24, TYP - U.N.O. 3) ALL BEARING WALL HEADERS SHALL BE HDRI PER SCHEDULE, TYP - U.N.O. 4) ALL INTERIOR & EXTERIOR BEARING WALLS ARE 2x6 STUDS AT 16"o.c., TYP - U.N.O. 5) ALL INTERIOR & EXTERIOR BEARING WALLS SHALL BE SHEATHED PER BRACED WALL PANEL NOTES ON S0.0, TYP - U.N.O. 6) ALL TRUSS HANGERS SHALL BE OF HANGER SERIES PER PLAN OR EQUAL - U.N.O. ALL HANGER DEPTHS SHALL USE SERIES TO MATCH MEMBER DEPTHS U.N.O. 7) ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS & FIELD VERIFIED BY CONTRACTOR. 8) ALL FRAMING MATERIAL EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER S0.0 - U.N.O. 1 BUILDING 1: LEVEL 3 FLOOR FRAMING PLAN SCALE: %fi' = l'-0" HOLDOWN SCHEDULE SIMPSON STUD MARK A.B. No. OF STUDS DETAIL HOLDOWNCONNECTION H1 HDU2-SDS2.5 /e"O WIMINEMBED (6)y'0 x 2 2' SDS (2) 2x 6/S2.0 H2 HDU4-SDS2.5 Y8"0 WIMINEMBED (10) SDSY4"x2)/2" (2) 2x 6/S2.0 H3 CS20 STRAP N/A SEE DETAIL (2) 2x l l/S2.1 H4 CS14 STRAP N/A SEE DETAIL (2) 2x l l/S2.1 H5 CMST14 N/A SEE DETAIL NU I ES: 1. REFER TO FRAMING PLANS FOR HOLDOWN LOCATIONS AND TYPES. 2 SEE PLANS FOR BWP LOCATIONS AND EXTENTS. HOLDOWNS OCCUR AT ENDS OF BWP's, DENOTED ON PLAN AS: 3 HOLDOWNS SHALL BE INSTALLED AT THE BASE OF THE WALL PANELS WHERE SPECIFIED, CONNECTING THE SPECIFIED SHEAR WALL EDGE STUD TO THE STRUCTURE BELOW. 4 HOLDOWNS INSTALLED AT BASE OF WALL PANEL ABOVE ARE DENOTED ON PLAN AS: REFER TO PLAN ABOVE FOR SPECIFICATION. 5. HOLDOWNS & ANCHOR BOLTS SHALL BE MANUFACTURER AND TYPE SPECIFIED OR APPROVED EQUAL. HEADER SCHEDULE MARK HEADER SIZE TRIM STUD KING STUD HDR1 (2) 2x6 1 1 HDR2 (3) 2x6 1 1 HDR3 (3) 2x6 2 1 HDR4 (2)2x8 1 1 HDR5 (2) 2x8 1 2 HDR6 (2) 5Y2" LVL 2 1 HDR7 (2) 7y" LVL 2 2 HDR8 (3)7Y4"LVL 3 1 HDR9 (2) 9Y4" LVL 1 2 HDR10 (2) 9%" LVL 2 1 HDR11 (2)9Y4"LVL 2 2 HDR12 (2) 9Y4" LVL 3 2 HDR13 (3) 9Y4" LVL 2 2 HDR14 (3) 9y" LVL 3 2 Vu W8 CV/9) SPECIAL BRACED WALL PANEL SCHEDULE MARK SHEATHING EDGE NAILING FIELD NAILING EDGE STUD / BLOCKING SILL BOLTING AT FOUNDATION Ye"O AB @ 4'-0" SILL NAILING UPPER STORIES 16d @ 6"o.c. BWP1 %s" PLYWOOD / OSB 8d @ 6"o.c. 8d @ 12"o.c. 2x6 'MWBWP2 %6" PLYWOOD / OSB 8d @4"o.c. 8d @ 12"o.c. 2x6* %'0 AB @ 4'-0' 16d @ 4"o.c. BWP3 XW PLYWOOD / OSB 8d @ 3"o.c. 8d @ 12"o.c. 2x6* %"0 AB @ 2'-0" 16d @ 4"o.c. BWP4 Y16" PLYWOOD / OSB 8d @ 2"o.c. 8d @ 12"o.c. (2) 2x6* %"O AB @ 1'4' 16d @ 3'o.c. NU I tS: OFFSET PANEL JOINTS ON DIFFERENT EDGE STUD / BLOCKING MEMBERS WHERE BWP SHEATHING IS SPECIFIED EACH FACE OF WALL. 1. NAILS FOR GYP BOARD ATTACHMENT SHALL BE DRITITE OR'COOLER' TYPE NAILS. 2 NAILS FOR PLYWOOD SHALL BE COMMON NAILS. USE OF PNEUMATICALLY DRIVEN NAILS IS SUBJECT TO APPROVAL BY THE BUILDING DEPARTMENT AND STRUCTURAL ENGINEER. DO NOT OVERDRIVE NAILS. 3. PLYWOOD SHEATHING SHALL BE STANDARD (C-D) GRADE WITH EXTERIOR GLUE. 4. GYPSUM BOARD AND PLYWOOD TO CONFORM TO IBC TABLES 2306.4.5 AND 2306.4.1. 5. INSTALL 2x CONT BLOCKING AT HORIZONTAL PANEL JOINTS/EDGES AS NEEDED FOR EDGE NAILING. 6. PROVIDE EDGE NAILING TO STUD OR POST WHERE HOLDOWNS OCCUR. CTURAL DESI w mlvestmctwm 1040 Man Sheet Catond*, CO 81623 (970) 510-0773 II/9/1(n 43316 W Q Q W J IN 0 a U- D CIO REVISIONS: 0 Q 0 J 0 z L) 0 z Lu (D BUILDING 1 W LEVEL 3 FLOOR FRAMING PLAN DATE: 11 /4/16 PROJECT # : 15.023C DRAWN BY: HH CHECKED BY: SM S103 E !� — HDR5 2 S2.2 ROOF FRAMING NOTES: 1) REFER TO SHEET S0.0 FOR GENERAL NOTES AND DETAILS, INCLUDING: - FLOOR & ROOF SHEATHING PER 1/S0.0. - TYPICAL WALL FRAMING PER 21S0.0. - ATTACHMENT OF MULTI -PLY COLUMNS & BEAMS PER 3/S0.0. - ALL TYPICAL FRAMING NAILING PER TYPICAL CONNECTION SCHEDULE ON S0.0 2) ALL COLUMNS SHOWN SHALL BE (2) 2x6, TYP - U.N.O. 3) ALL BEARING WALL HEADERS SHALL BE HDR1 PER SCHEDULE, TYP - U.N.O. 4) ALL INTERIOR & EXTERIOR BEARING WALLS ARE 2x6 STUDS AT 16"o.c., TYP - U.N.O. 5) ALL INTERIOR & EXTERIOR BEARING WALLS SHALL BE SHEATHED PER BRACED WALL PANEL NOTES ON S0.0, TYP - U.N.O. 6) REFER TO 5/S2.2 FOR OVERFRAMING, HATCHED PER PLAN. 7) ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS & FIELD VERIFIED BY CONTRACTOR. HDR4 HDR4 _ BWP1 B WP1 HDR5 I I I I I I I \ S2.2 A BUILDING 1: ROOF FRAMING PLAN SCALE: Yfi" =1'-0" HOLDOWN SCHEDULE SIMPSON STUD MARK HOLDOWNCONNECTION A.B. No. OF STUDS DETAIL H1 HDU2-SDS2.5 WO wl 12" EMBED (6)Y"0 x 2Y" SDS (2) 2x 6/S2.0 MIN H2 HDU4-SDS2.5 WO w/ 12" EMBED (10) SDSY"x2Y" (2) 2x 6/S2.0 MIN H3 CS20 STRAP N/A SEE DETAIL (2) 2x l l/S2.1 H4 CS14 STRAP NIA SEE DETAIL (2) 2x 111S2.1 HS CMST14 N/A SEE DETAIL IN V I cJ: 1. REFER TO FRAMING PLANS FOR HOLDOWN LOCATIONS AND TYPES. 2 SEE PLANS FOR BWP LOCATIONS AND EXTENTS. HOLDOWNS OCCUR AT ENDS OF BWP's, DENOTED ON PLAN AS: 3 HOLDOWNS SHALL BE INSTALLED AT THE BASE OF THE WALL PANELS WHERE SPECIFIED, CONNECTING THE SPECIFIED SHEAR WALL EDGE STUD TO THE STRUCTURE BELOW. 4 HOLDOWNS INSTALLED AT BASE OF WALL PANEL ABOVE ARE DENOTED ON PLAN AS: REFER TO PLAN ABOVE FOR SPECIFICATION, 5. HOLDOWNS & ANCHOR BOLTS SHALL BE MANUFACTURER AND TYPE SPECIFIED OR APPROVED EQUAL. HDR5 it~I HDR5 lAl BWP BWP1 / I I HDR9 2 N9 , S2.2 PRE-ENGINEERED Rf TRSES HAVE ENGINEERING FOR LECTOR AT TIME OF FRAME INSPECTION HEADER SCHEDULE MARK HEADER SIZE TRIM STUD KING STUD HDR1 (2) 2x6 1 1 HDR2 (3) 2x6 1 1 HDR3 (3) 2x6 2 1 HDR4 (2) 2x8 1 1 HDR5 (2) 2x8 1 2 HDR6 (2) 5Yz" LVL 2 1 HDR7 (2) 7Y" LVL 2 2 HDR8 (3) 7Y" LVL 3 1 HDR9 (2) 9Y" LVL 1 2 HDR10 (2) 9Ya" LVL 2 1 HDR11 (2) 9Y" LVL 2 2 HOR12 (2) 9)/4" LVL 3 2 HDR13 (3)9Y"LVL 2 2 HDR14 (3) 9Ya" LVL 3 2 SPECIAL BRACED WALL PANEL SCHEDULE MARK SHEATHING EDGE NAILING FIELD NAILING EDGE STUD I BLOCKING SILL BOLTING AT FOUNDATION SILL NAILING UPPER STORIES BWP1 %s" PLYWOOD/ OSB 8d @ 6"o.c. 8d @ 12"o.c. 2x6 %'0 AB @ 4'-0' l6d @ 6"o.c. BWP2 %s" PLYWOOD I OSB 8d @4"o.c. 8d @ 12"o.c. 2x6" V0 AB @ 4'-0" 16d @ 4"c.c. BWP3 3/16" PLYWOOD / OSB 8d @ 3"o.c. 8d @ 12"o.c. 2x6' %"0 AB @ T-0" 16d @ 4"o.c. BWP4 pis' PLYWOOD I OSB 8d @ 2"o.c. 8d @ 12-0 c . (2) 2x6 %"0 AB @ 1'4' 16d @ 3"o.c. BUILDING 1 ROOFryFRAMING NOTES. f LA N OFFSET PANEL JOINTS ON DIFFERENT EDGE STUD / BLOCKING MEMBERS WHERE BWP SHEATHING IS SPECIFIED EACH FACE OF WALL. 1. NAILS FOR GYP BOARD ATTACHMENT SHALL BE DRITITE OR'COOLER TYPE NAILS. 2 NAILS FOR PLYWOOD SHALL BE COMMON NAILS. USE OF PNEUMATICALLY DRIVEN NAILS IS SUBJECT TO APPROVAL BY THE BUILDING DEPARTMENT AND STRUCTURAL ENGINEER. DO NOT OVERDRIVE NAILS. 3. PLYWOOD SHEATHING SHALL BE STANDARD (C-D) GRADE WITH EXTERIOR GLUE. DATE: 1114/16 4. GYPSUM BOARD AND PLYWOOD TO CONFORM TO IBC TABLES 2306.4.5 AND 2306.4.1. 5. INSTALL 2x CONT BLOCKING AT HORIZONTAL PANEL JOINTS/EDGES AS NEEDED FOR EDGE NAILING. 6. PROVIDE EDGE NAILING TO STUD OR POST WHERE HOLDOWNS OCCUR. PROJECT # : 15.023C DRAWN BY: HH CHECKED BY: SM S1.4) ....,1 L I i 010 l l'-3Y2" T4" 7,-44" T-4" 12,_0" 12-0" 12,_0' 12'-0" 12'-0" 12'_0" 7 4' 7'4" T-4" T.O. FTG 97'-0" - TYP 4'-6 4' - - - - - - -----� I I I I --- F "T.OWALLI I I---J I� �I I L - - - -I ' - - - - - - - - - - - - - - - - - - - - }- --- ir------ --FC18 I II 8'-7" I I I ,� 8,_7II I r---� F 18 ---------� I II II I I III III III I I I I I I III I I III ICI I I I I I I I I I I I I III I I III T-3 4- 7y" III III 1 I I S2 D I I 3 T.O. SLAB=100'-0" i I U I 1.2 (��" 3 3/ LL LL LL LL LL LL I - -- - --- - --------- I - - - { ---- - -- - I- T.O. INT FTG I _-F - - - - - -- FC18 - Z- I � .� I-FC18 � 99'-6"-TYP �-� �---FC18 F3.0 F3.0 f F3.0 F3.0 OINT WALL �"- - - - - TYP @ I. TINT WALLS U.N.O. I 1 I I I I F30 F3�O I I I I S2D ' I I I I I II I I I I I I II I I I I I -�- 1- - - - -'- ---FF ------ 411# - - - - - - ----- - - - - - W I I . I � - F FC18 4 - - - - - - - - - ------------- - - - - - - - 0 - - - - - r - - - - - - TOINT FTG �! PRE-FAB STAIR FOOTING T.O. FTG a I PRE-FAB STAIR FOOTING 2 2 I" m 1 99'-0 TYP I T.O. WALL T.O. FTG TO BE DESIGNED F3.5 - - - - - S2.0 -IFIV S2.0 F3.5 w TO BE DESIGNED I - 99, 6"T.O. - T.O.WALL L- 100'-0" 97'-0"-TYP �10WALL ---------- ---- -- --S ---- s Z- ---� 100'-0^ - -- ----- o� ------ - ---- I- ------- _------ - - - - - �- I - - - vv ---- -----_J--------------- C? T.O. FTG FC22 f Z L f - - - Z - - FC18 FC22 T.O. FTG T.O. INT WALL F_ F3.5 8'-61 F F3.0 F3.0 F3.0 F3.5 9T-0" • TYP 9T-0" - TYP 100'-0" - TYP I I� /" I m T.O. FTG I ao 8 6� I I SLAB ON GRADE ° LL FTG STEP RE: 10/S2.0 I '� 99' 6" TYP I ILL d 4" CONCRETE SLAB ON 6" DRAINAGE GRAVEL & FTG STEP RE: 10/S2.0 q z I COMPACTED STRUCTURAL FILL PER GEOTECH - J M CE WITH o - J II- II I I I I 0 REWWF.TPROVIDE R1" DEEP SLAB AW-CUT CONTROL 1 q z - _ - -- - - - - ---\ F3.5 - - - - - L L, J - S2 0 I I I I - JOINTS @ 12-0" o.c. MAX EACH WAY - TYP -r g - - - - - L L T.O. FTG = F3 J I = 98'-3" - TY�Al I L- - - - J F2.5 F2.5 L F4.0 I L - - - - J I q T.O. FTG a _ _ 98'-3' - TYP a FTG STEP RE: 101S2.0 I ti 1 11� T' 7" ' FC18 Z' T.O. SLAB=100'-0" 54" FC18 31-7" FTG STEP RE: 101S2.0 F2.5 1'-1 i ^' 6' ILL U F4.0 U s1I F_-- 4° - - I - - -F..- - - - - - - --- -- o-- - -�-- - w",d i -� - -Li=J- --- , -II _ - - �_ - _,-,- - ---�I ��J ��J J F2.0 5 F3.5 F3.5 F3.5 F3.5 L� + J - - - - J L-_ J F3.5 F3.5 F3.5 T.O. WALL 52.0 F4.0 8'-11" - 1.0^ F3.5 F4.0 F5.0 T.O. FTG I T.O. SLAB=100'-0" 1 0 108'-11y" 00 r - - - - - - - 996" - F- - --- - - - - - J N 52.0 C108 FC84 ON T.O. WALL - - - - - - - - -- - - - - - - - - - - -_ 108'-111z" - -- - - - - - - - - - - - - - - - - - - - Dqoj ---------- - - - I 23 TYP EXT WALLS U.N.O sz.o O PEN-HOLE REQUIRED EN -HOLE SOI LS REPORT AT FOOTING FOUNDATION NOTES: 1) REFER TO SHEET S0.0 FOR GENERAL NOTES. 2) SEE FRAMING PLANS ABOVE FOR COLUMN & POST LOCATIONS & SIZES. 3) CONCRETE FOOTINGS & THICKENED SLABS SHALL BE PER PLAN & SCHEDULE ON S1.0. 4) PROPER SURFACE & BELOW GRADE PERIMETER DRAINAGE SHALL BE INSTALLED PER CIVIL ENGINEER & GEOTECHNICAL ENGINEER TO RELIEVE FOUNDATION WALLS FROM HYDROSTATIC PRESSURES. 5) REFER TO SHEET S2.0 FOR TYPICAL CONCRETE DETAILS. 6) ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS & FIELD VERIFIED BY CONTRACTOR. 7) SOILS CONDITIONS TO BE VERIFIED IN FIELD AT OPEN HOLE BY SOILS ENGINEER PER FOUNDATIONS NOTES ON S0.0. 8) ISOLATE ALL SLABS -ON -GRADE FROM STRUCTURAL ELEMENTS WITH EXPANSION JOINT MATERIAL U.N.O. 10) FOUNDATION WAS DESIGNED AND ANALYZED USING A MAXIMUM BEARING PRESSURE OF 2500 psi. CONCRETE FOOTING SCHEDULE TYPE SIZE REINFORCING F2.0 2'-0" x 2'-0" x 10" THICK (2) #4 EA WAY AT BOTTOM F2.5 2'-6" x 2'-6" x 10" THICK (2) #5 EA WAY AT BOTTOM F3.0 T-0" x T-0" x 10" THICK (3) #5 EA WAY AT BOTTOM F3.5 3'-6" x 3'-6" x 12" THICK (3) #5 EA WAY AT BOTTOM F4.0 4'-0" x 4'-0" x 12" THICK (4) #5 EA WAY AT BOTTOM F5.0 5'-0" x 5'-0" x 12" THICK (5) #5 EA WAY AT BOTTOM F5.5 5'-6" x 5'-6" x 12" THICK (6) #5 EA WAY AT BOTTOM F6.0 6'-0" x 6'-0" x 14" THICK (7) #5 EA WAY AT BOTTOM FC16 1'-4" WIDE x 10" THICK CONT (2) #5 CONT FC18 1'-6" WIDE x 10" THICK CONT (2) #5 CONT FC22 V-10" WIDE x 10" THICK CONT (2) #5 CONT FC24 2'-0" WIDE x 12" THICK CONT (2) #5 CONT FC28 2'-4" WIDE x 12" THICK CONT (3) #5 CONT FC30 2'-6" WIDE x 12" THICK CONT (3) #5 CONT FC34 Z-10" WIDE x 12" THICK CONT (3) #5 CONT & #5 @ 16"o.c. TRANSV FC36 3'-0" WIDE x 12" THICK CONT (4) #5 CONT & #5 @ 16"o.c. TRANSV FC51 4'-3" WIDE x 15" THICK CONT #5 °@ 10"o.c. TRANSV T&B #5 @ 18"o.c. LONGIT T&B FC84 7'-0" WIDE x 15" THICK CONT #5 @ 10"o.c. TRANSV T&B #5 @ 18"o.c. LONGIT T&B FC108 9'-0" WIDE x 15" THICK CONT #5 @ 10"o.c. TRANSV T&B #5 @ 18"o.c. LONGIT T&B A BUILDING 2 . F O U N DAT ION PLAN INSPECTION 1600 PSF SCALE: Y16" =1'-0" HOLDOWN SCHEDULE SIMPSON STUD MARK A.B. No. OF STUDS DETAIL HOLDOWNCONNECTION Hl HDU2-SDS2.5 %8"0 wl 12" EMBED (6) Y4'0 x 2y" SDS (2) 2x 6/S2.0 MIN H2 HDU4-SDS2.5 /s"O wl 12" EMBED (10) SDS)/4'x2 2' (2) 2x 61S2.0 MIN H3 CS20 STRAP N/A SEE DETAIL (2) 2x l l/S2.1 H4 CS14 STRAP N/A SEE DETAIL (2) 2x 111S2.1 H5 CMST14 N/A SEE DETAIL NU 1 tS: 1. REFER TO FRAMING PLANS FOR HOLDOWN LOCATIONS AND TYPES. 2 SEE PLANS FOR BWP LOCATIONS AND EXTENTS. HOLDOWNS OCCUR AT ENDS OF BWP's, DENOTED ON PLAN AS: 3 HOLDOWNS SHALL BE INSTALLED AT THE BASE OF THE WALL PANELS WHERE SPECIFIED, CONNECTING THE SPECIFIED SHEAR WALL EDGE STUD TO THE STRUCTURE BELOW. 4 HOLDOWNS INSTALLED AT BASE OF WALL PANEL ABOVE ARE DENOTED ON PLAN AS: REFER TO PLAN ABOVE FOR SPECIFICATION. 5. HOLDOWNS & ANCHOR BOLTS SHALL BE MANUFACTURER AND TYPE SPECIFIED OR APPROVED EQUAL. HEADER SCHEDULE MARK HEADER TRIM STUD KING STUD SIZE HDR1 (2) 2x6 1 1 HDR2 (3) 2x6 1 1 HDR3 (3) 2x6 2 1 HDR4 (2) 2x8 1 1 HDR5 (2) 2x8 1 2 HDR6 (2) V LVL 2 1 HDR7 (2) 7y" LVL 2 2 HDR8 (3) 7Y4" LVL 3 1 HDR9 (2) 9Y4" LVL 1 2 HDR10 (2) 9Ya' LVL 2 1 HDR11 (2) 9Y4" LVL 2 2 HDR12 (2)9Y4"LVL 3 2 HDR13 (3) 9Y4' LVL 2 2 HDR14 (3) 9Y4" LVL 3 2 MARK SPECIAL BRACED WALL PANEL SCHEDULE SHEATHING EDGE NAILING FIELD EDGE STUD / SILL BOLTING SILL NAILING NAILING BLOCKING AT FOUNDATION UPPER STORIES BWP1 Xs' PLYWOOD / OSB 8d @ 6"o.c. 8d @ 12"o.c. 2x6 9/8"0 AB @ 4'-0" 16d @ 6"o.c. BWP2 Xs' PLYWOOD / OSB 8d @4"o.c. 8d @ 12"o.c. 2x6' 5/a'0 AB @ 4'-0" 16d @ 4"o.c. BWP3 Y16" PLYWOOD / OSB 8d @ 3"o.c. 8d @ 12"o.c. 2x6` %" 0 AB @ 2'-0" 16d @ 4"o.c. BWP4 %' PLYWOOD / OSB 8d @ 2"o.c. 8d @ 12"o.c. (2) 2x6' Ya" 0 AB @ 1'4" 16d @ 3"o.c. NUItb: OFFSET PANEL JOINTS ON DIFFERENT EDGE STUD I BLOCKING MEMBERS WHERE BWP SHEATHING IS SPECIFIED EACH FACE OF WALL. 1. NAILS FOR GYP BOARD ATTACHMENT SHALL BE DRITITE OR'COOLER' TYPE NAILS. 2 NAILS FOR PLYWOOD SHALL BE COMMON NAILS. USE OF PNEUMATICALLY DRIVEN NAILS IS SUBJECT TO APPROVAL BY THE BUILDING DEPARTMENT AND STRUCTURAL ENGINEER. DO NOT OVERDRIVE NAILS. 3. PLYWOOD SHEATHING SHALL BE STANDARD (C-D) GRADE WITH EXTERIOR GLUE. 4. GYPSUM BOARD AND PLYWOOD TO CONFORM TO IBC TABLES 2306.4.5 AND 2306.4.1. 5. INSTALL 2x CONT BLOCKING AT HORIZONTAL PANEL JOINTS/EDGES AS NEEDED FOR EDGE NAILING. 6. PROVIDE EDGE NAILING TO STUD OR POST WHERE HOLDOWNS OCCUR. JURAL DESIGN w .ewlveswctcom 1040 Main Street Cadwndale, CO 81623 )970) 5ID-0773 v / z < LLJ O G N 00 O a Q QLIJ V �=z J (D � J = � Q O too p Q(n O LL LL z m J �I-yy �� `.J REVISIONS: BUILDING 2 FOUNDATION PLAN DATE: 11/4/16 PROJECT # : 15.023C DRAWN BY: HH CHECKED BY: SM S 1.5 TC�)`�G j '' F 1, �i I I I I q I y� I I I I BWP3BWP3 BWP3 HDR7 i i --- HDR2 HDR2 HDR7 JLI— H1 --- BWP3 BWP3 HDR3 DR3 ' , - H1 I HDR12 HDR12 HDR12 HDR12 4 j \ I I I �e F 0 11%" P.E. OPEN WEB FLOOR / o --_ — , a _ = TRUSSES @ 16"o.c. - TYP _ - a m I N CONT SPANS PER MFR a� M' (L a 2 BED x m x y 2 BED CL i HDR3 I HDR8 j it HDR8 HDR3 o o m H - - - _ - / H1 0 7 w 0 S2.2 oa o. I 0 m i' T.O. PLY=109'-1%a" 7 i 0> o � o LL J 52.1 �Q ^\ 3:- a 2x6 @ eFo . _ O a n __ _ _. v F d - w u ---- ----------- 2BE u U) 0 2 BED HDR3 HDR3 D o a I I w U) r \� O m CS14x9-0LONG-BM w v [if TO BLKG - TYP @ 4 PLCS 6 � T.O. PLY=108'-11Y" m f ' m 8 1� ,.66 �A(a ,�6 52.1 52.1 VA 8x14 DF SELECT ifs Aa\ \0.1 \d\ �� 8x14 DF SELECT+s� Q BWP3 STRUCTURAL HDR10 HDR1D _ STRUCTURAL _ _ - BWP3 - W_ BWP3 3'-0" TYP — i I I BWP3 BWP SHTG CONT THRU WALL j _ N INTERSECTION - TYP 2 LOCS aV1 T.O. PLY=109'-1 1 T.O. PLY = 109'-1%' \ II STORAGE -1- - - - - - -- 13 - -- - - - - 8 - - - 13 - ----�---- 1 ��C -I I 52.1 z z 52.0 I 52.1 I > I O 0 I C, a STORAGE Z STORAGE SQ+x� I EXTERIOR ABOVE J I M M 9 I I I I Si m jp+ O0y� coI > > 7 11 S2.1 I I I I SNOW FROM ROOF ABOVE MUST BE I I 0� y�o (4)14" LVL - 4 SPAN CONT (4)11/'LVL I 1 I I II I I I MITIGATED TO PREVENT HIGH - - - - - - ------ ------1�--- -- _ - __ __ ----�----- - ------ - --- -- - �11- - - I - - - - ------ ------ - ---- --- -- -- --_- ,\" --- -- -- ---- - ------ _ - --- - - �- r - - -- - - v I - - - - IMPACT LOADING 10005162-97 METAL JOISTS @ 16o.c. I II it II ( EXTERIOR ABOVE I SNOW FROM ROOF ABOVE MUST BE MITIGATED TO PREVENT HIGH I I �1� pG I I I I I 10005162-97 METAL JOISTS @ 16"o.c. IMPACT LOADING ON STRUCTURE -- 2 I I I I I I 1 j qIQ , -- - - - - - - - - - - - - - TYPICAL ENTRY DECK CONSTRUCTION IY"x22GA ------------ --J - ----- - - — - - - �- - - - - - - �I�u GALVOR PRIME PAINTED NON -COMPOSITE STEEL I -------- --------- �\ I - - ----J DECK (VULCRAFTTYPE 1.56). ATTACH DECK TO I ----------------------- - � In'�(` ' SUPPORTS w/#12 SELF DRILLING SCREWS @ 3614 3 1 PATTERN & SIDELAP FASTENERS #10 SELF \ DRILLING SCREWS @ 8"o.c. - CONT 2 SPAN MIN 52.0 52.1 �Q Q BUILDING 2: GRADE LEVEL FLOOR FRAMING PLAN SCALE: %6" = T-D" FLOOR FRAMING NOTES: 1) REFER TO SHEET S0.0 FOR GENERAL NOTES AND DETAILS, INCLUDING: - FLOOR & ROOF SHEATHING PER 11S0.0. - TYPICAL WALL FRAMING PER 2150.0. - ATTACHMENT OF MULTI -PLY COLUMNS & BEAMS PER 3150.0. - ALL TYPICAL FRAMING NAILING PER TYPICAL CONNECTION SCHEDULE ON 50.0. 2) ALL COLUMNS SHOWN SHALL BE (2) 26, TYP - U.N.O. 3) ALL BEARING WALL HEADERS SHALL BE HDR1 PER SCHEDULE, TYP - U.N.O. 4) ALL INTERIOR & EXTERIOR BEARING WALLS ARE 2x6 STUDS AT 16"o.c., TYP - U.N.O. 5) ALL INTERIOR & EXTERIOR BEARING WALLS SHALL BE SHEATHED PER BRACED WALL PANEL NOTES ON S0.0, TYP - U.N.O. 6) ALL TRUSS HANGERS SHALL BE OF HANGER SERIES PER PLAN OR EQUAL - U.N.O. ALL HANGER DEPTHS SHALL USE SERIES TO MATCH MEMBER DEPTHS U.N.O. 7) ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS & FIELD VERIFIED BY CONTRACTOR. 8) ALL FRAMING MATERIAL EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER 50.0 - U.N.O. HOLDOWN SCHEDULE SIMPSON STUD MARK A.B. No. OF STUDS DETAIL HOLDOWNCONNECTION H1 HDU2SDS2.5 Ya"Ow/MINEMBED (6)Ya"0x2Y"SDS (2)2x 6/52.0 H2 HDU4SDS2.5 YOw/MINEMBED (10)SDSYn"x2y2" (2)2x 6/S2.0 H3 CS20 STRAP N/A SEE DETAIL (2) 2x 11/S2.1 H4 GS14 STRAP N/A SEE DETAIL (2) 2x 11/52.1 H5 CMST14 NIA SEE DETAIL NOTES: 1. REFER TO FRAMING PLANS FOR HOLDOWN LOCATIONS AND TYPES. 2 SEE PLANS FOR BWP LOCATIONS AND EXTENTS. HOLDOWNS OCCUR AT ENDS OF BWP's, DENOTED ON PLAN AS: 3 HOLDOWNS SHALL BE INSTALLED AT THE BASE OF THE WALL PANELS WHERE SPECIFIED, CONNECTING THE SPECIFIED SHEAR WALL EDGE STUD TO THE STRUCTURE BELOW. 4 HOLDOWNS INSTALLED AT BASE OF WALL PANEL ABOVE ARE DENOTED ON PLAN AS: REFER TO PLAN ABOVE FOR SPECIFICATION. 5. HOLDOWNS & ANCHOR BOLTS SHALL BE MANUFACTURER AND TYPE SPECIFIED OR APPROVED EQUAL. HEADER SCHEDULE MARK HEADER SIZE TRIM STUD KING STUD HDR1 (2) 2x6 1 1 HDR2 (3) 2x6 1 1 HDR3 (3) 2x6 2 1 HDR4 (2) 2x8 1 1 HDRS (2) 2x8 1 2 HDR6 (2) 5Y2" LVL 2 1 HDR7 (2)7Y4" LVL 2 2 HDR8 (3) 7y" LVL 3 1 HDR9 (2) 9y" LVL 1 2 HDR10 (2) 9Ya" LVL 2 1 HDR11 (2) 9Y4" LVL 2 2 HDR12 (2) 9Y4' LVL 3 2 HDR13 (3) 9Y4" LVL 2 2 HDR14 (3)9%"LVL 3 2 SPECIAL BRACED WALL PANEL SCHEDULE MARK SHEATHING EDGE NAILING FIELD NAILING EDGE STUD 1 BLOCKING SILL BOLTING AT FOUNDATION SILL NAILING UPPER STORIES BWP1 %6" PLYWOOD I OSB 8d @ 6"o.c. 8d @ 12"o.c. 2x6 %"0 AB @ 4'-0" 16d @ 6"o.c. BWP2 %6" PLYWOOD I OSB 8d @4"o.c. 8d @ 12"c.c. 2x6* %"0 AB @ 4'-D" 16d @ 4"o.c. BWP3 %6" PLYWOOD I OSB 8d @ 3"o.c. 8d @ 12"o.c. 2x6* YsNO AB @ 2-0' 16d @ 4"o.c. BWP4 7/16" PLYWOOD I OSB 8d @ 2"o.c. 8d @ 12"o.c. (2) 2x6* 5/a"0 AB @ 1'4" 16d @ 3"o.c. NOTES: OFFSET PANEL JOINTS ON DIFFERENT EDGE STUD 1 BLOCKING MEMBERS WHERE BWP SHEATHING IS SPECIFIED EACH FACE OF WALL. 1. NAILS FOR GYP BOARD ATTACHMENT SHALL BE DRITITE OR'COOLERTYPE NAILS. 2 NAILS FOR PLYWOOD SHALL BE COMMON NAILS. USE OF PNEUMATICALLY DRIVEN NAILS IS SUBJECT TO APPROVAL BY THE BUILDING DEPARTMENT AND STRUCTURAL ENGINEER. DO NOT OVERDRIVE NAILS. 3, PLYWOOD SHEATHING SHALL BE STANDARD (C-D) GRADE WITH EXTERIOR GLUE. 4. GYPSUM BOARD AND PLYWOOD TO CONFORM TO IBC TABLES 2306.4.5 AND 2306.4.1. 5. INSTALL 2x CONT BLOCKING AT HORIZONTAL PANEL JOINTSIEDGES AS NEEDED FOR EDGE NAILING. 6. PROVIDE EDGE NAILING TO STUD OR POST WHERE HOLDOWNS OCCUR. UCTURAL DESIGN w ..ewlvestruct.wm 1040 Main Street Carbondale, C081623 (970) 51U773 0 2!� LLJ O cV 00 0 (V�/ V w I-1 V 1 O0 O M 0 � z H :D uj V REVISIONS: BUILDING 2 GRADE LEVEL FLOOR FRAMING PLAN DATE: 1114116 PROJECT # : 15.023C DRAWN BY: HH CHECKED BY: SM S1,6 ( ( ) F � � (K � (L N 0 P� STRUCTURAL DESIGN ww,v.ewhxsWd.wm 1040 Main Street Carbondale, CO 81623 (970) 510-0773 = 2 BED oAu o = �� 2 BED ! - (TYPE B) m - --- .__- (TYPE B) HDR3 DR12 � � o o � HDR12L HDR3 o VV03 o �I U -I HDR3 N N < -z- — HDR3,, Z Z 2 BED ------- uj J �_ oC (TYPE B) j T.O. PLY=118'-23/" o 2BED _J FLOOR FRAMING PER AIS1.8 - U.N.O. (TYPE B) � Q C514x9'-0"LONG-BM TO BLKG TYP 4 PLCS '���+0 �j� I� - @ ��`i ���+� V�� �� � — — BWP3 - - - BWP3 a i 0 m BWP3 HDR3 BWP3 ca / o is LL 2 BED i B ' 2BED ILL T.O. PLY -11 T-5"PE _ �_ (TYPE B) T.O. PLY=118'-5" W� --- J J I o _ _ _ _ � �I _ _ _ /D 1 1 1 --- I \ 3BED . .. -- l� ILA ----I I- -----, (n V FLOOR FRAMING NOTES: 1) REFER TO SHEET SO,O FOR GENERAL NOTES AND DETAILS, INCLUDING: - FLOOR & ROOF SHEATHING PER 11S0.0. - TYPICAL WALL FRAMING PER 2/S0.0. - ATTACHMENT OF MULTI -PLY COLUMNS & BEAMS PER 3/SO.0. - ALL TYPICAL FRAMING NAILING PER TYPICAL CONNECTION SCHEDULE ON SO.0. 2) ALL COLUMNS SHOWN SHALL BE (2) 2x6, TYP - U.N.O. 3) ALL BEARING WALL HEADERS SHALL BE HDR1 PER SCHEDULE, TYP - U.N.O. 4) ALL INTERIOR & EXTERIOR BEARING WALLS ARE 2x6 STUDS AT 16"o.c., TYP - U.N.O. 5) ALL INTERIOR & EXTERIOR BEARING WALLS SHALL BE SHEATHED PER BRACED WALL PANEL NOTES ON SO.0, TYP - U.N.O. 6) ALL TRUSS HANGERS SHALL BE OF HANGER SERIES PER PLAN OR EQUAL - U.N.O. ALL HANGER DEPTHS SHALL USE SERIES TO MATCH MEMBER DEPTHS U.N.O. 7) ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS & FIELD VERIFIED BY CONTRACTOR. 8) ALL FRAMING MATERIAL EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER SO.0 - U.N.O. A BUILDING 2: LEVEL 2 FLOOR FRAMING PLAN SCALE: Yfi' =1'-O" HOLDOWN SCHEDULE SIMPSON STUD MARK A.B. No. OF STUDS DETAIL HOLDOWNCONNECTION H1 HDU2-SDS2.5 % 0 w/MINEMBED (W/44"O x 2V2" SDS (2) 2x 6/S2.0 H2 HDU4-SDS2.5 %"0 W/MINEMBED (10) SDSY"x2Y" (2) 2x 6/S2.0 H3 CS20 STRAP N/A SEE DETAIL (2) 2x 11/82.1 H4 CS14 STRAP NIA SEE DETAIL (2) 2x 11/S2.1 H5 CMST14 NIA SEE DETAIL NOTES: 1. REFER TO FRAMING PLANS FOR HOLDOWN LOCATIONS AND TYPES. 2 SEE PLANS FOR BWP LOCATIONS AND EXTENTS. HOLDOWNS OCCUR AT ENDS OF BWP's, DENOTED ON PLAN AS: 3 HOLDOWNS SHALL BE INSTALLED AT THE BASE OF THE WALL PANELS WHERE SPECIFIED, CONNECTING THE SPECIFIED SHEAR WALL EDGE STUD TO THE STRUCTURE BELOW. 4 HOLDOWNS INSTALLED AT BASE OF WALL PANEL ABOVE ARE DENOTED ON PLAN AS: REFER TO PLAN ABOVE FOR SPECIFICATION. 5. HOLDOWNS & ANCHOR BOLTS SHALL BE MANUFACTURER AND TYPE SPECIFIED OR APPROVED EQUAL. HEADER SCHEDULE MARK HEADER SIZE TRIM STUD KING STUD HDR1 (2) 2x6 1 1 HDR2 (3) 2x6 1 1 HDR3 (3) 2x6 2 1 HDR4 (2) 2x8 1 1 HDR5 (2) 2x8 1 2 HDR6 (2) 5y" LVL 2 1 HDR7 (2) 7y" LVL 2 2 HDR8 (3) 7Y4" LVL 3 1 HDR9 (2) 9y" LVL 1 2 HDR10 (2) 9y" LVL 2 1 HDR11 (2) 9Y4" LVL 2 2 HDR12 (2) 9Y4" LVL 3 2 HDR13 (3) 9Y4" LVL 2 2 HDR14 (3)9y"LVL 3 2 SPECIAL BRACED WALL PANEL SCHEDULE MARK SHEATHING EDGE NAILING FIELD NAILING EDGE STUD / BLOCKING SILL BOLTING AT FOUNDATION SILL NAILING UPPER STORIES BWP1 %6" PLYWOOD / OSB 8d @ 6"o.c. 8d @ 12"o.c. - 2x6 a"O AB @ 4'-0" 16d @ 6"o.c. BWP2 %6" PLYWOOD/ OSB 8d @4"o.c. 8d @ 12"o.c. 2x6* %'0 AB @ 4'-0" 16d @ 4"o.c. BWP3 %6" PLYWOOD I OSB 8d @ 3"o.c. 8d @ 12"o.c. 2x6* %"0 AB @ 2'-0" 16d @ 4"o.c. BWP4 %s" PLYWOOD I OSB 8d @ 2"o.c. 8d @ 12"o.c. (2) 2x6* sa"0 AB @ 1'4" 16d @ 3"o.c. NU 1 tJ: OFFSET PANEL JOINTS ON DIFFERENT EDGE STUD / BLOCKING MEMBERS WHERE BWP SHEATHING IS SPECIFIED EACH FACE OF WALL, 1. NAILS FOR GYP BOARD ATTACHMENT SHALL BE DRITITE OR'COOLERTYPE NAILS. 2 NAILS FOR PLYWOOD SHALL BE COMMON NAILS. USE OF PNEUMATICALLY DRIVEN NAILS IS SUBJECT TO APPROVAL BY THE BUILDING DEPARTMENT AND STRUCTURAL ENGINEER. DO NOT OVERDRIVE NAILS. 3. PLYWOOD SHEATHING SHALL BE STANDARD (C-D) GRADE WITH EXTERIOR GLUE. 4. GYPSUM BOARD AND PLYWOOD TO CONFORM TO IBC TABLES 2306.4.5 AND 2306.4.1. 5. INSTALL 2x CONT BLOCKING AT HORIZONTAL PANEL JOINTS/EDGES AS NEEDED FOR EDGE NAILING. 6. PROVIDE EDGE NAILING TO STUD OR POST WHERE HOLDOWNS OCCUR. REVISIONS: BUILDING 2 LEVEL 2 FLOOR FRAMING PLAN DATE: 11 /4/16 PROJECT # : 15.023C DRAWN BY: HH CHECKED BY: SM ks OJ K u T T (D FLOOR FRAMING NOTES: 1) REFER TO SHEET 50.0 FOR GENERAL NOTES AND DETAILS, INCLUDING: - FLOOR & ROOF SHEATHING PER 1150.0. - TYPICAL WALL FRAMING PER 20.0. - ATTACHMENT OF MULTI -PLY COLUMNS & BEAMS PER 3/50.0. - ALL TYPICAL FRAMING NAILING PER TYPICAL CONNECTION SCHEDULE ON S0.0. 2) ALL COLUMNS SHOWN SHALL BE (2) 2x6, TYP - U.N.O. 3) ALL BEARING WALL HEADERS SHALL BE HDR1 PER SCHEDULE, TYP - U.N.O. 4) ALL INTERIOR & EXTERIOR BEARING WALLS ARE 2x6 STUDS AT 16"o.c., TYP - U.N.O. 5) ALL INTERIOR & EXTERIOR BEARING WALLS SHALL BE SHEATHED PER BRACED WALL PANEL NOTES ON 50.0, TYP - U.N.O. 6) ALL TRUSS HANGERS SHALL BE OF HANGER SERIES PER PLAN OR EQUAL - U.N.O. ALL HANGER DEPTHS SHALL USE SERIES TO MATCH MEMBER DEPTHS U.N.O. 7) ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS & FIELD VERIFIED BY CONTRACTOR. 8) ALL FRAMING MATERIAL EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER S0.0 - U.N.O. A BUILDING 2: LEVEL 3 FLOOR FRAMING PLAN SCALE: %fi' = T-0" HOLDOWN SCHEDULE SIMPSON STUD MARK A B No. OF STUDS DETAIL HOLDOWN CONNECTION H1 HDU2-SDS2.5 /e"0w/MINEMBED (6)y 02Y "x"SDS (2)2x 6/S2.0 H2 HDU4-SDS2.5 Yaa"0w/MINEMBED (10)SIDS Yn"x2Y" (2)2x 6/S2.0 H3 CS20 STRAP N/A SEE DETAIL (2) 2x l l/52.1 H4 CS14 STRAP N/A SEE DETAIL (2) 2x 11/52.1 H5 I GMST14 N/A SEE DETAIL NU4E5: 1. REFER TO FRAMING PLANS FOR HOLDOWN LOCATIONS AND TYPES. 2 SEE PLANS FOR BWP LOCATIONS AND EXTENTS. HOLDOWNS OCCUR AT ENDS OF BWP's, DENOTED ON PLAN AS: 3 HOLDOWNS SHALL BE INSTALLED AT THE BASE OF THE WALL PANELS WHERE SPECIFIED, CONNECTING THE SPECIFIED SHEAR WALL EDGE STUD TO THE STRUCTURE BELOW. 4 HOLDOWNS INSTALLED AT BASE OF WALL PANEL ABOVE ARE DENOTED ON PLAN AS: REFER TO PLAN ABOVE FOR SPECIFICATION. 5. HOLDOWNS & ANCHOR BOLTS SHALL BE MANUFACTURER AND TYPE SPECIFIED OR APPROVED EQUAL. HEADER SCHEDULE MARK HEADER SIZE TRIM STUD KING STUD HDR1 (2) 2x6 1 i HDR2 (3) 2x6 1 1 HDR3 (3) 2x6 2 1 HDR4 (2) 2x8 1 1 HDR5 (2) 2x8 1 2 HDR6 (2) 5y" LVL 2 1 HDR7 (2) 7y" LVL 2 2 HDRB (3) 7Y" LVL 3 1 HDR9 (2) 9y" LVL 1 2 HDR10 (2) 9Y4" LVL 2 1 HDR11 (2) 9j/4" LVL 2 2 HDR12 (2) 9%" LVL 3 2 HDR13 (3) 9%" LVL 2 2 HDR14 (3) 9y" LVL 3 2 RDCTURAL DESIGN ~'evowstmct.com 1040 Main Street CAW* (970) 510-0773 Wei 0 Q LLJ ry O �N 00 0 � U Q CL Q CD >_ = z J ry J = d Q Cn (M 0;'D0 J M 0 Q LL IL z cm cD MARK SPECIAL BRACED WALL PANEL SCHEDULE SHEATHING EDGE NAILING FIELD EDGE STUD / SILL BOLTING SILL NAILING NAILING BLOCKING AT FOUNDATION UPPER STORIES BWP1 %s' PLYWOOD I OSB 8d @ 6"o.c. 8d @ 12"o.c. 2x6 a"O AB @ 4'-0" 16d @ 6"o.c. BWP2 %6" PLYWOOD I OSB 8d @4"o.c. 8d @ 12"o.c. 2x6* %"0 AB @ 4'-0" 16d @ 4"o.c. BWP3 %6" PLYWOOD I OSB 8d @ 3"o.c. 8d @ 12"o.c. 2x6* Y8"0 AB @ 2'-0" 16d @ 4"o.c. BWP4 %6" PLYWOOD / OSB 8d @ 2"o.c. 8d @ 12"o.c. (2) 2x6* %"0 AB @ 1'4" 16d @ 3"o.c. NOTES: OFFSET PANEL JOINTS ON DIFFERENT EDGE STUD I BLOCKING MEMBERS WHERE BWP SHEATHING IS SPECIFIED EACH FACE OF WALL. 1. NAILS FOR GYP BOARD ATTACHMENT SHALL BE DRITITE OR'COOLER' TYPE NAILS. 2 NAILS FOR PLYWOOD SHALL BE COMMON NAILS. USE OF PNEUMATICALLY DRIVEN NAILS IS SUBJECT TO APPROVAL BY THE BUILDING DEPARTMENT AND STRUCTURAL ENGINEER. DO NOT OVERDRIVE NAILS. 3. PLYWOOD SHEATHING SHALL BE STANDARD (C-D) GRADE WITH EXTERIOR GLUE. 4. GYPSUM BOARD AND PLYWOOD TO CONFORM TO IBC TABLES 2306.4.5 AND 2306.4.1. 5. INSTALL 2x CONT BLOCKING AT HORIZONTAL PANEL JOINTSIEDGES AS NEEDED FOR EDGE NAILING. 6. PROVIDE EDGE NAILING TO STUD OR POST WHERE HOLDOWNS OCCUR. REVISIONS: BUILDING 2 LEVEL 3 FLOOR FRAMING PLAN DATE: 11 /4/16 PROJECT # : 15.023C DRAWN BY: HH BY: SM ROOF FRAMING NOTES: 1) REFER TO SHEET S0.0 FOR GENERAL NOTES AND DETAILS, INCLUDING: - FLOOR & ROOF SHEATHING PER 1/SD.O. - TYPICAL WALL FRAMING PER 21S0.0. - ATTACHMENT OF MULTI -PLY COLUMNS & BEAMS PER 3/S0.0. - ALL TYPICAL FRAMING NAILING PER TYPICAL CONNECTION SCHEDULE ON S0.0 2) ALL COLUMNS SHOWN SHALL BE (2) 2x6, TYP - U.N.O. 3) ALL BEARING WALL HEADERS SHALL BE HDR1 PER SCHEDULE, TYP - U.N.O. 4) ALL INTERIOR & EXTERIOR BEARING WALLS ARE 2x6 STUDS AT 16"o.c, TYP - U.N.O. 5) ALL INTERIOR & EXTERIOR BEARING WALLS SHALL BE SHEATHED PER BRACED WALL PANEL NOTES ON S0.0, TYP - U.N.O. 6) REFER TO 5/S2.2 FOR OVERFRAMING, HATCHED PER PLAN. 7) ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS & FIELD VERIFIED BY CONTRACTOR. HOLDOWN SCHEDULE MARK SIMPSON A.B. STUD No. OF STUDS DETAIL HOLDOWNCONNECTION H1 HDU2-SDS2.5 %0w1MINEMBED (6)y"0x2Y"SDS (2)2x 02.0 H2 HDU4SDS2.5 %"0 w/MINEMBED (10) SDSY4"x2Y" (2) 2x 61S2.0 H3 CS20 STRAP NIA SEE DETAIL (2) 2x l l/S2.1 H4 CS14 STRAPNIA SEE DETAIL (2) 2x 11/52.1 H5 CM6114 N/A I SEE DETAIL 1 v REFER TO FRAMING PLANS FOR HOLDOWN LOCATIONS AND TYPES. 2 SEE PLANS FOR BWP LOCATIONS AND EXTENTS. HOLDOWNS OCCUR AT ENDS OF BWP's, DENOTED ON PLAN AS: 3 HOLDOWNS SHALL BE INSTALLED AT THE BASE OF THE WALL PANELS WHERE SPECIFIED, CONNECTING THE SPECIFIED SHEAR WALL EDGE STUD TO THE STRUCTURE BELOW. 4 HOLDOWNS INSTALLED AT BASE OF WALL PANEL ABOVE ARE DENOTED ON PLAN AS: REFER TO PLAN ABOVE FOR SPECIFICATION, 5. HOLDOWNS & ANCHOR BOLTS SHALL BE MANUFACTURER AND TYPE SPECIFIED OR APPROVED EQUAL. HEADER SCHEDULE MARK HEADER SIZE TRIM STUD KING STUD HDRI (2) 2x6 1 1 HDR2 (3) 2x6 1 i HDR3 (3) 2x6 2 1 HDR4 (2) 2x8 1 1 HDR5 (2) 2x8 1 2 HDR6 (2) 5V LVL 2 1 HDR7 (2) 7V LVL 2 2 HDR8 (3) 7y" LVL 3 1 HDR9 (2) 9Y," LVL 1 2 HDR10 (2) 9Ya" LVL 2 1 HDR11 (2) 9y" LVL 2 2 HDR12 (2) 9Y4" LVL 3 2 HDR13 {3)9y"LVL 2 2 HDR14 (3) 9Ya" LVL 3 y SPECIAL BRACED WALL PANEL SCHEDULE MARK SHEATHING EDGE NAILING FIELD NAILING EDGE STUD / BLOCKING SILL BOLTING AT FOUNDATION SILL NAILING UPPER STORIES BWP1 7/16" PLYWOOD / OSB 8d @ 6"o.c. 8d @ 12"o.c. 2x6 %"0 AB @ 4'-0° 16d @ 6"o.c. BWP2 %6" PLYWOOD / OSB 8d @4'o.c. 8d @ 12"0.c. 2x6' %"0 AB @ 4'-W 16d @ 4"o.c. BWP3 Yes' PLYWOOD / OSB 8d @ 3"o.c. 8d @ 12"o.c. 2x6' %"0 AB @ 2-0" 16d @ 4"o.c. BWP4 unTFc %6" PLYWOOD / OSB 8d @ 2"o.c. 8d @ 12"o.c. (2) 2x6" %'0 AB @ 1'4" OFFSET PANEL JOINTS ON DIFFERENT EDGE STUD / BLOCKING MEMBERS WHERE BWP SHEATHING IS SPECIFIED EACH FACE OF WALL. 1. NAILS FOR GYP BOARD ATTACHMENT SHALL BE DRITITE OR'COOLER' TYPE NAILS. 2 NAILS FOR PLYWOOD SHALL BE COMMON NAILS. USE OF PNEUMATICALLY DRIVEN NAILS IS SUBJECT TO APPROVAL BY THE BUILDING DEPARTMENT AND STRUCTURAL ENGINEER. DO NOT OVERDRIVE NAILS. 3. PLYWOOD SHEATHING SHALL BE STANDARD (C-D) GRADE WITH EXTERIOR GLUE. 4. GYPSUM BOARD AND PLYWOOD TO CONFORM TO IBC TABLES 2306.4.5 AND 2306.4.1. 5. INSTALL 2x CONT BLOCKING AT HORIZONTAL PANEL JOINTS/EDGES AS NEEDED FOR EDGE NAILING. 6. PROVIDE EDGE NAILING TO STUD OR POST WHERE HOLDOWNS OCCUR. BUILDING 2 ROOF FRAMING PLAN DATE: 1114116 PROJECT # : 15.023C DRAWN BY: HH CHECKED BY: SM rs 1.