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Home My WebLink AboutLand Use Case.HP.415 E Hyman Ave.0017.2005.AHPC273718216101 CASE 0017.2005.AHPC - j \ty 1,-all L inÂ« *tx 6 62< 47 0 u 13 H A Ow v (34 L.(= 0 Certificate of No Negative Effect THE CITY OF ASPEN LEApproved U Denied Applicant: 161 0 6/ 6Â» l 9 0 w For tile property at: 115 fE. t-Wl vt/12:)11 ~p,4/ l~3 ~L- i / This ce day ofqj-b vq , 200 9 E & u , t Lf The following alterations have been approved: SAL,va,1700 0 voof 04 4*" -Ras 0 974*ew-, [/~ith the following con ditions: - . z>/wity uck gy, 0.2* 11Â£414-43 c ..1 1490 a.pet'Â£:*4-~ OV-4 . L The applications has been denied for the following reasons: 120Â» ~ytoric ~lueservation Planner Expires 3 ytars from date shown. Issuance ofthis certificate does not exempt the applicant from complying with all City codes, including land use and building codes. .. 70 9 0009 0 0 City of Aspen Community Development Dept. CASE NUMBER 0017.2005.AHPC PARCEL ID NUMBER 2737-18-2-16-101 PROJECT ADDRESS 415 E HYMAN AVE PLANNER AMY GUTHRIE CASE DESCRIPTION CERT NO NEG EFFECT REPRESENTATIVE CHRIS BEEBE 963-0990 DATE OF FINAL ACTION 4/19/2005 CLOSED BY Denise Driscoll PLEASE RENEW BEFORE EXPIRATION DATE ON LICENSE A contractor is responsible for any type of construction he may contract to build in the City of Glenwood Springs. Building permits must be obtained before any work can be started. The Building Inspector as required by the International Building Code, International Residential Code, International Mechanical Code, International Plumbing Code and the building permit conditions - must inspect all work. A General Contractor must have a means of knowing when plumbing and electrical work that is subcontracted is being installed properly. / , Licensee Signature Date Signed Ifyou have no employees, you may sign the following Worker's Compensation Waiver in lieu of providing us with a Certificate of insurance for Wormer's Compensation. Please read the following carefully before signing. Worker's Compensation Waiver I certify that in the performance of the work for which this registration is issued, I will not be employing any person (s) so as to become subject to the Workman's Compensation laws of the State of Colorado. Notice: If after making such certification, if I become subject to the Workman's Compensation provisions of this code, I shall forthwith comply with the provisions of subsection 050.040.010.D of the Glenwood Springs Municipal Code or my registration shall be deemed revoked. V Licensee Signature - Sign omly if you have no , Date Signed Employees and do not carry Worker's , Compensation Insurance / 1 1 Rev. 09/04 .4 1 . \ \ .. Ele Kdit &Â®cord Navigate Fgrm Reports Format Iab delp ;(* lg) 'X .* ./ Copy g.iÂ®a ~25 d..i'( 4 ) HUMA .1 .. t-â€¢He~ , '640#1 *. 0.'.(500. Man | Rou~g Status | Ach/EM ~ P- | Custom Fields | Fees | Fee Sur,-E | Actions | RouhngE,stoly | Cor-ns | Subee,mits | Maklaton | P- Commerâ€¢ 1 Attachments 1 Pe,rrit Type --- Pelm* 11 |0017.2005.AHPC Addless |415 E HYMAN AVE â‚¬j AptaUte ~ | city |ASPEN swelEif-3 20 Â®611 0 Permit Information Maste, Pemlit I RoutiN Queue |*Oc Appled INEE.3 Ploiect I Â£| Status ~pend# App,oved -j DewÂ©tion ~CERT NO NEG EFFECT Issued I .2| F..11 Subrr~tted |CHRIS BEEBE 963-0930 Clock ~Rur,4 04,4 ~-0 Exp,res ~04/14/2006 ~!1 r Visae on the web? Penni ID: ~ 33857 Owner Â·"--- Last Warne ~CARLSON BRUCE E Â£| Ast Namel PO BOX 3587 ASPEN CO 81612 Phone I P Ownerl:Appicant? Appic- last Name |CAALSONBRUCE E ~ F.t N.ne| IPO BOX 3587 IASPEN CO 81612 Phone I Cust # 125889 Lendel Last NÂ«ne | 21 Fist Namel Phone I Enter the main ine of the pe,mil address ~F-[-- Recid 2 of 4 .. Certificate of No Negative Effect THE CITY OF ASPEN w Approved E Denied Applicant: f.*uce ~flvt so~.~ For the property at: 4 (Ct> E- . L4-1 "-1 aÂ»01 1/f30'D.1, 1 1/J\ ty, AM . This 1141 day of ./A<:i~:>v L ~ , 2US 6he full 0W1I-1 alterations have been approved: IJOLJ 2 1-a a-,1--o~,Â·- Â·aJALA i.how Â· [DI~With the following cond itions: f - g>tÂ»*v uu- agp vg,pve.*godel iv' 1-j<Eti~ zs,yph*'h obl. U The applications has been denied for the following reasons: 93Â»3 tj,1gtorie Preservation Planner Expires 3 years from date shown. Issuance of this certificate does not exempt the applicant from complying with all City codes, including land use and building codes. Land Use Application ~ THE CITY OF ASPEN PROJECT: Name: .@-00-x-; ~iÂ« 94~EW- 0-91>, 11% f.(Ule>r GdoeweleÂ·Â·- Location: 4-\â‚¬ 0#Li ov-MA#* 644124.1,-rj AtguÂ» (Indicate sheet address, lot & block number or metes and bounds description of property) Parcel ID # (REQUIRED) 231 3% 02 16(0\ APPLICANT: Name: 3>putle ) 4.0 r~leÂ¥81..1,v Address: 7.0. -epo~c 39387 Ae~*-r- , 60 f C 4-11-Â·z./ Phone#: 6''ZO - 61 15(El Fax#:' 4+20 - 3>72 2,- E-mail: REPRESENTATIVE: Name: 1Nk '95. 0.Â« 4 Cal* , L . L. C, Address: 0\67 4.i ((0-20 La.4,_2- 6,-Abrrâ€¢Uala, (2) 8(63 3 Phone #: ~4 -74 967)-0+ID Fax#: /Â¥70) P+ -0*â‚¬ E-mail: tÂ»,(8*DAUr. Nk TYPE OF APPLICATION: (please check all that apply): U Historic Designation U Relocation (temporary, on or off-site) ~3~ Certificate of No Negative Effect U Demolition (total demolition) El Certificate ofAppropriateness ~1 Historic Landmark Lot Split -Minor Historic Development -Major Historic Development -Conceptual Historic Development -Final Historic Development -Substantial Amendment EXISTING CONDITIONS: (description of existing buildings, uses, previous approvals, etc.) CO-uvulf-(i,ik bdlfl#4 c oi LL bo-,-Â» Mus 0-Â«L . lei; de-~ alenk, a rm.u,_11 :3 BLL &141006$< IL,lf-;el,doÂ·90<- ace*psÂ·=> 10 23>(1 9-Gen PROPOSAL: (description ofproposed buildings, uses, modifications, etc.) 6<keva Â«44*A elajaor- 10 4.4.- FGDO (F>ihille. ele iharic- i,49-,2 kaa i /'al , EDÂ·., oF-, (-292 12 44 80Â©r aA jaa.2- to cde.i,klzx- Â«LE*. FEES DUE: $ 27 ( Z-.dz> RETAIN FOR PERMANENT RECO .. General Information Please check the appropriate boxes below and submit this page along with your application. This information will help us review your plans and, if necessary, coordinate with other agencies that may be involved. YES NO 42Â» Does the work you are planning include exterior work; including additions, demolitions, new construction, remodeling, rehabilitation or restoration? Does the work you are planning include interior work; including rgnodeling, rehabilitation, or restoration? C35Er- tru Z-*lez:k=ylvÂ£~ â‚¬06AÂ·â‚¬4-laN- c20-lk 42>C 2-1,Alou69<-- a.Â·4145â€¢i*z> ot--4 45@k, FUDE- Abo Do you plan other future changes or improvements that could be reviewed at this time? In addition to City of Aspen approval for a Certificate of Appropriateness or No Negative Effect 1 and a building permit, are you seeking to meet the Secretary of the Interior's Standards for Lo Rehabilitation or restoration of a National Register of Historic Places property in order to quali fy for state or federal tax credits? If yes, are you seeking federal rehabilitation investment tax credits in conjunction with this project? (Only income producing properties listed on the National Register are eligible. Owner-occupied residential properties are not.) If yes, are you seeking the Colorado State Income Tax Credit for Historical Preservation? Please check all City ofAspen Historic Preservation Benefits which you plan to use: Rehabilitation Loan Fund Conservation Easement Program Dimensional Variances Increased Density Historic Landmark Lot Split Waiver of Park Dedication Fees Conditional Uses Exemption from Growth Management Quota System Tax Credits r:.9 44704) .,4. 1116.'50 rl Mr- 1 - L 4 1 1 â€¢ 1 or ,(le liu J U 1 .3 U r . I. r..,i ..-r W L L, 4 r â€¢6 .. CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT 3-irreuteut.toLE-Hyment-of.-City of Aspen Development_Applicalig-U-likes C]TY OF ASPEN (hereinafter CITY) and _3>Cl.66,4r...Ca.Aikkp'la- (hereinafter APPLICANT) AGREE AS FOLLOWS: 1. . .APPL.CANT has submitted to CITY an apolication for 60,617!6=ic.Op, rE b.'A bb,Â·, A-jale.- -EÂ¥2Wer* Ch (hereinafter, THE PROJECT). , 7 AFPLIC'ANT understands and agrees that City of Aspen Ordinance No. 57 (Series of 2000) :stabhshes a fee structure for Land Use applications and the payment of all processing fees is a 2 - conditon precedent to a determinaton of application completeness. APPLICANT and CITY agree that because of the size, nature or scope of tte proposed project, it is not possible at this time to ascertain the ful] extent of the costs involved in processing the application. APPLICANT and CITY further agree that it is in the interest :f the parties that APPLICANT make Fayment of an initial deposit and to thereafter permn addit, onal costs m be bilied ' to APPLICANT on a monthly basis. APPLICANT agrees additional costs ma) accrue 60;lowing their hearings ar.dior apprcvals. APPLICANT agrees he will be berle.fited by retaining greatir cash liquidity and will make additional payments upon notification by the CITY when they are necessary as costs ar: incurred. CITY agrces i: will be benefted Olrough the greater certaint> of recovering its 111 costs to process .APPLICANT'S application. 4. CITY and APPLICANT further agree that it is impracticable for CITY staff te. con".ple:te processing or present sufficient information to the Planning Commission and/or Ciry Council :o enable the Plaaning Commission and/or City Council to make legally required fuldings for project consfderation. unless current billings are paid L]i full prior to decision. 5. Therefore, APPLICANT agrees that in consideration e f th: CITY~s *Â·aiver of its right to collect full fees prior to a determination c f application cempleter.ess, APPLICAKI- shal] pay an initial dsposit in the amount of 9 3712.<50 which is for hours of Communizy Development staff time, and if actual recorded costs exceed the initial deposit. APPLICANT shall pay additional monthly billings to CITY to reimburse the CITY for the processing of the application mentior.ed above, including post appro#a: re:iew at a rate of $205.00 per planner hour ever the initial deposit. Such periodic payments shall te made within 30 days of the billing date. APPLICANT ftlrther agrees that fu: lure to pay such accrued costs shal. be grounds fer suspension ofprocessing, and m no case will butiding permits be issued unal all costs associated with .ase precessing have been paid. CITY OF ASPEN AP PLICA.~--- By: By: , J uIie Ann Woods Community Drvelopment Director Date: 9 -7 9 - Ob- Alaning Address: g: \support\ forms\agrpayas .doc 1/10/01 RETAIN FOR FERMANENT RECORD . 0 0 . . . . . CDC)rYRIGHT All design ideas, arrangements, and plans indicated by these drawings and specifications are the property and copyright of The B.C.S. Group, L.L.C., and shall neither be used on any other work nor used by any other person for any use whatsoever without written ROARING FORK BUILDING ELEVATOR EXTENSION REVISONS permission of The B.C.S. Group, L.L.C. 415 HYMAN AVENUE, ASPEN, COLORADO, USA rermit 5et NOTFOR GENERAL NOTES SHEET INDEX PROJECT OVERVIEW CONSTRUCTION 1. UNDER NO CIRCUMSTANCES ARE THESE DRAWINGS TO BE A-001 SHEET INDEX/GENERAL NOTES SCOPE OF WORK INCLUDED IN SCALED FOR DIMENSIONS. IF THERE ARE MISSING OR OTHERWISE APPLICATION FOR BUILDING PERMIT: UNUSABLE DIMENSIONS ON THESE DRAWINGS, THE CONTRACTOR IS D 101 EXISTING/DEMO PLANS TO CONTACT THE DESIGNER IMMEDIATELY TO OBTAIN ONE STOREYADDITION TO EXISTING ACCURATE DIMENSIONS. THE DESIGNER WILL NOT BE RESPONSIBLE A-101 FLOOR PLANS ELEVATOR SHAFT, NEW ELEVATOR FOR WORK PERFORMED BASED ON SCALED DIMENSIONS. MECHANICALROOM A-201 BUILDING ELEVATIONS * 2. ALL WORK IS TO BE PERFORMED BY QUALIFIED WORKERS TO INDUSTRY STANDARDS, AND IN COMPLIANCE WITH ALL APPLICABLE A-301 BUILDING SECTIONS/DETAIL NATIONAL, REGIONAL, AND LOCAL CODES. 3. REFER TO SNOWMASS VILLAGE REGULATIONS REGARDING FOUNDATION DESIGN, STRUCTURAL REQUIREMENTS, SNOW LOADS, ETC. 4. ALL EXTERIOR WALLS SHALL BE 2x6 CONSTRUCTION, WITH R-19 INSULATION AND 1/2" NOMINALAPA-APPROVED SHEATHING. 5. THE DESIGNS, CONCEPTS, DETAILS AND GENERAL LAYOUT OF THE HOME SHOWN IN THESE DRAWINGS SHALL REMAIN THE INTELLECTUAL PROPERTY OF THE B.C.S. GROUP, L.L.C., AND SHALL NOT BE COPIED, ALTERED, OR SOLD WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE B.C.S. GROUP, L.L.C. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS AND - i UTILITY LOCATIONS ON THE JOB SITE PRIOR TO COMMENCING ANY WORK 4 OR ORDERING ANY MATERIALS. 0 7. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND ~ NOTIFY THE DESIGNER IF THERE ARE DISCEPANCIES BETWEEN THESE DRAWINGS AND EXISTING CONDITIONS.- 8. ALL MATERIALS ARE TO BE NEW, UNLESS SPECIFIED OTHERWISE, AND ARE TO BE PROTECTED ON THE JOBSITE BEFORE AND DURING INSTALLATION. I Ill O 9. CONTRACTOR SHALL VERIFY ARCHITECTURAL DETAILS WITH ANY STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS BEFORE THE ORDERING OF, OR INSTALLATION OF, ANY WORK. 5&d 10. ALL STRUCTURAL WORK IS TO BE PROTECTED DURING CONSTRUCTION 91-<O TO MAINTAIN THE STRUCTURAL INTEGRITY OF ALL STRUCTURAL ~ MEMBERS AND MATERIALS. 0167 WILLOWLANIL 11. PROVIDE F]RESTOPPING IN ALL AREAS AS REQUIRED BY UNIFORM CARM>ONDALE BUILDING CODE OR BY LOCAL BUILDING OFFICIALS WITH COLOKADO â€¢ JURISDICTION OVER THE PROJECT. 81613 12. CONTRACTOR TO PROVIDE ADEQUATE BLOCKING TO COMPLETE ALL ASPECTS OF THE WORK. 13. GLASS IN DOORS, ADJACENT TO DOORS, AND WITHIN 18" OF THE ~0) FLOOR SHALL BE TEMPERED GLASS, AND INDICATED AS SUCH ON THE WORK. ---2 -r PHONE 14. ANY CONSTRUCTION TECHNIQUES OR METHODS WHICH PRODUCE OR :3 (970) 96>0990 REQUIRE OPEN FLAME, SPARK, OR ANY OTHER CONDITION THAT MAY CAUSE L -0 COMBUSTION OF ANY MATERIAL MUST BE SUPERVISED BY THE GENERAL -rd Ue CONTRACTOR. DESIGNERASSUMES NO RESPONSIBILITY FOR DAMAGE CAUSED O 9 BY FIRE DUE TO NEGLIGENT, UNAPPROVED OR UNSUPERVISED CONSTRUCTION 2 3 METHODS. LD- rAX 15. DESIGN AND CONSTRUCTION OF ALL SHORING IS THE EXPRESS RESPONSIBILITY 574 704-0883 l.0 OF THE CONTRACTOR. THE B.C.S. GROUP, L.L.C., DOES NOTASSUME RESPONSIBILITY OF ANY KIND FOR SHORING. U c r -1 EMAIL #-4 bcs@guixnetnet 5MCCT TITLE.: GENERAL INFO DATE: April 1 5, zooj 5MCCTNO A-001 ........ 3AN3AV NVAA Vsn ....... COTYRIGHT Al design ideas, arrangements, , and plans indicated by these j drawings and specifications are the property and copyright of The B.C.S. Group, L.L.C., and shall neither be used on any other work nor used by any other person for any use whatsoever without written permission of The B.C.S. Group, L.L.C. REVISIONS: -- - - -1.-U rermaad - NOTFOR -1- CONSTRUCTION N j CE] E Office B 4 UX C E E Office A 1 ==] ,|~ existing fire escape, verify dimensions in field- ~ P d demo wall as nec I , for new elevator shaft Is ~ rn I up E 11 11 -- 24 1 - CO D 1 0% a E T ,-0--1 1 U ~ Dental Suite 91-<O *coo 11 3 8 g L = 01 67 WILLOW LANE- | t CARbONDALE COLOKADO | 1-7- 81623 11 11 . 11 11 11 PMONE. -1 08 (no) 965-09,0 E 41 E -L -0 Ue 04) rAX (970) 704-0885 2- 4 lf> E 1 EMAL Â» 4 bcs@quixnetnet 5MCCT TITLC 0-3 4th level existing/demo plan /~1 3rd level existing/demo plan Demolition Plans 2 / 1/8.= 1'-0. (1) DATIL:April 15, 2005 5MCCT NO: D-101 ........ 3AN3AV NVKAH ........ COFYRIGHT All design ideas, arrangements, and plans indicated by these drawings and specifications are the property and copyright of The B.C.S. Group, L.L.C., and shall neither be used on ' any other work nor used by any other person for any use whatsoever without written permission of The B.C.S. Group, L.L.C. RE.VISONS ~A200~ 4> fermit 5et NOT FOR CONaTRUCTION E E J (2~ C Office B - 4> U 5 E E - - - new wall 1 existing parapet wall - 1 Office A -1 - - -- deck below ~ - - ~ - ~ 1 0 U P d existing fire escape, extend elevator shaft I i by one floor ~ ~ ~ [~ verify dimensions in field ~t.,t I elevator shaft roof ---x~ ~ ~r-911 82 extend landing as nec V dn up ~5 E for upper landing to clear- 6 ;2.2~2.- provide 2 hr. fire new elevator lobby elev. mech. room ~ ~ F1 new fire escape, match existing, 1 existing protection on all surfaces C comply with all building codesA+ 1 1 -7-- roof 4 - 4 elevator mech roof - 1 1 1 1 1 L 111- 4--- <A200~ Inleck 4 ' 14 t1- --------1 1 11 I 1- - >Z deck below E lE ILLIO 3-0 x 5x0 2 hr door on ,/ /*3011 /*01 1 1 r.1 -1 12" threshold curb u f Z TÂ»~ - ---- ~ ~ Dental Suite 91-<0 E ~ c=El E 016/WILLOWLANC -1 CARbONDALE COLOKADO 81623 0 PMONE a3 7 33 070) 96,-0990 04) rAX (970) 70+4883 23 - - -I~ E~---Ie 24 E 1 EMAIL 6 g bcs@guixnet.net 1 3 5MCCT TITLE-: Floor Plans ~ roof plan 03 4th level proposed plan - 3rd level proposed plan DATIL April 15, 2005 2 (1 ) 1/8" = 1'-0" - 1/8" = 1'-0" ~_~~~y 1/8" = 1'-0" 5MCIT NO: A-101 . . . . . . . 1 3AN3AV NVIAI No *93. VSn 'Oan:1 .. .. 0. .. new elevator shaft (materials COPYRIGHT: new elevator shaft and colors to match existing) All design ideas, arrangements, and plans indicated by these to match existing) of The B.C.S. Group, L.L.C., (materials and colors drawings and specifications original elevator shaft top are the property and copyright and shall neither be used on new elev. mech rm new elevator mech. room (materials any other work nor used by any other person for any use / whatsoever without written new fire escape and color~ to match existing) permission of The B.C.S. (materials and colors ~/ GMA L.L.C. to match existing) REVISIONS: f p tie into existing railing ~ 4th floor 4 j (Â¢omply with all building codes) 3 1 4 Ath noor v permit 5et ~ 3rd floor NES,5 '3- 8 3rd floor / 94 NOTVOR CONaTRUCTION f1lt --- ,2nd floor 1 11 I h east elevation (partial) (1) / 3/16"= 1'-0" ~ 1 st floor 0-3 south elevation 2 - 3/16"= 10-0" new elevator shaft (materials and colors Â«~ to match existing) \~* Z new elev. mech rm LUO (materials and colors 1. 'AOLIJ to match existing) u 0 4th floor ~ mAWILLOWLANE - CARBONDALL COLORADO 816/5 0 3rd floor 0 -hd MONE_ J .r A (970) 96>0990 3 1 OY E 0 VAX lo (970) 70+4885 2nd floor, 9 C EMAIL #4 bcs@guixnetnet 5MCCT TITLE: Building Elevations lst floor ~ DATE: April â€ž,zoo, C-) north elevation 5MCCT NO: 3 - 3/16"= 1'-0" A-201 ........ 3AN3AV NVINAH VGA '00Vhl ....... COFYRIGHT: All design ideas, arrangements, and plans indicated by these hoist beam (re: struc) drawings and specifications are the property and copyright Det 1" of The B.C.S. Group, L.L.C., and shall neither be used on any other work nor used by new conc. block construction (re: struc) any other person for any use 12-3" min abv f.f. : y i -_- permission of The B.C.S. 1111..1.1111,,11../11 whatsoever without written Group, L.L.C. . 9 -///7/ - RE.\45]0145 splice point fo shaft extension 11 -'.-191 --Â« fully adhered single ply membrane _,fi elevator 2 Fermit 5et 0/tapered rigid insulation - ' - - - galv. counter flashing -N (D 00 9 f r- rnech galv. flashing ~ 1 >211117[111111111111111 i 1111111111! , 4th floor room . 111 stucco miatc~~1r -__ _1---fstrd.k_- ~ ---- NOT FOR CONSTRUCTION hoist beam (re: struc) new conc. block wall __y/ ~ 3rd floor ~ (re: struc) elev. CÂ« typ. detail at roof/wall intersection Â»ffÂ« (2 j 1" =1'-O" ri~ n-s section to west thru shaft -) 1/4" = 1'-0" Z Ill O new elevator shaft and mech rooiii f elevator ht limit line - 47' above grade *00 - 1- 0- IJ -- 1- -- original elevator shaft top 1 - building ht limit line - 42' above grade 91-<O 1 1 --- -- -4 -- 2=-- --, 2~ -- new firc escape 1 \ 0167 WILLOW LANE- CARM>ONDALT 1 2 0+% COLORADO 81 613 8-4th floor 1 6.3 .-- m 1-6/ m -% (3 8 3rd floor 3%Â«---0/ 5 -0 rMONE 2]r t/ 1,F --+ Bp) 963-0990 1 l L -8 09 9 2nd floor --. M 73 N - /09 ocs(Â®1 U rAX 9 070)701-4885 alley 4 ~ 5 : EMAIL Al bes@quixnet.oct 5MCITTITLE: alley Roaring Fork Building Hyman St Mall Building Sections P.L. P.L. P.L. P.L. Roaring Fork Building Roaring Fork Building 20'-0" , 100'-0" 0 75'-0" ' DATE: April 1 3,2002 5MCIT NO: ~ n-s to west site section A-301 ........ â€ž0 L-,9 â€ž17/ L 0-, L 3AN3AÂ¥ NVINAH Vsn 'O(]VEI 0. 0. 0. ..1 A. GENERAL Al. ALL CODES, STANDARDS, AND SPECIFICATIONS REFERRED TO IN THESE NOE ARE TO BE PART OF THESE NOTES AS IF FULLY SET FORTH HEREIN. UNLESS NOTED OTHERWISE, THESE SHALL BE THE LATEST EDITIONS AND SUPPLEMENTS. ALL DESIGN, 1. SmUCTURAL STEEL CONSTRUCnON, AND INSPECTION SHALL CONFORM TO THE 2003 EDInON OF THE INTERNATIONAL BUILDING CODE (IBC). Il. ALL FABRICAnON AND ERECnON SHALL COMPLY WITH REQUIREMENTS OF IBC CHAPTER 22 SECTION 2205. K. STRUCTURAL LUMBER A2. SAFETY: ALL CONSTRUCnON SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPUCABLE STANDARDS OF OSHA, CHAPTER Kl. STRUCTURAL LUMBER SHALL BE DOUGLAS FIR LARCH #2, OR BETTER, AND SHALL HAVE MINIMUM ALLOWABLE UNIT STRESSES ' 12. PROVIDE SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. ALL SHOP FABRICAnON BE BY AISC-APPROVED FABRICATORS, 33 OF THE IBC 2003, AND LOCAL ORDINANCES AND CODES. AS SPECIFIED BELOW: ~ RM 13. MATERIAL SHALL COMPLY WITH THE FOLLOWING STANDARDS, EXCEPT WHERE NOTED OTHERWISE: EXTREME FIBER STRESS IN BENDING, SINGLE MEI,18ER USE 875 PSI. Q. EPOXY ANCHORING 1/ Â¢ f A3. ALL DETAILS AND NOTES ON DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL. APPLY TO SIMILAR SITUAnONS, UNLESS NOTED OR SHOWN OTHERWISE. CONSTRUCTION NOT SPECIFICALLY SHOWN SHALL BE ACCOMPLISHED PER , TYPICAL BOLTS AS111 A-307 GRADE A TENSION STRESS PARALLEL TO GRAIN 575 PS. HIGH STRENGTH BOLTS ASTM A-325 HORIZONTAL SHEAR STRESS 95 PSI. EPOXY ANCHORING SCHEDULE QI :3Â§.1 MINIMUM REQUIREMENTS OF THE 2003 IBC. 625 PSL ANCHOR BOLTS A-307 GRADE A COMPRESSION STRESS PERPENDICULAR TO GRAIN 8'yi A4. THE CONTRACTOR SHALL COMPARE ALL DIMENSIONS AND CONDITIONS ON CONTRACT DOCUMENTS WITH THOSE AT THE SITE. NUTS FOR ANCHOR BOLTS ASTM A-563 GRADE A COMPRESSION SmESS PARALLEL TO GRAIN 1300 PSI. THREADED POD ANCHOR GRADE 60 REINFORCING BAR REQUIRED 2 i ANY OMISSION OR CONFLICT SHALL BE BROUGHT TO THE ATIENTION OF THE ARCHIIECT AND/OR ENGINEER, IN CASE OF ANY WF BEAMS ASTM A992 FY= 50 KSI MODULUS OF ELASnCITY 1600 KSI. CONFUCT, FOLLOW THE MOST STRINGENT REQUIREMENT, OR PROCEED AS DIRECTED BY ARCHITECT AND/OR ENGINEER. STEEL TUBES ASTM A-501 FY= 46 KSI Ki STRUCTURAL WOOD I JOISTS. ROD DIAMETER BIT DIAMETER BAR DIAMETER BIT DIAMETER EMBEDMENT DEPTH A5. SEL PIPES ASâ„¢ A-53 GRADE B, TYPE E OR S 1 JOISTS FOR FLOOR JOISTS AND ROOF RAFTERS ARE SPECIFIED ON THE PLAN BY MODEL, MANUFACTURER, AND SPACING. %" MB" 4" 14. USE MINIMUM A-325 HIGH-SIRENGTH BOLTS FOR STEEL-TO-STEEL CONNECTIONS, UNLESS NOTED OTHERWISE ON THE 716" NO. 3 (0.375') TJI'S ARE I JOISTS MANUFACTURED BY TRUS JOISL A WEYEHAUSER BUSINESS. ' ~ 5 DRAINGS. ALL. BLACK (PLAIN) BOLTS MUST BE LUBRICATED WHEN INSTALLED. THIS LUBRICAnON MUST BE MAINTAINED UNnL Ba'S ARE I JOISTS MANUFACTURED BY BOISE ENGINEERED WOOD PRODUCTS. H" 016" NO. 4 (0.5*) 46" 5" 0 4 Â» 1% A6. THE CONTRACTOR SHALL COORDINATE WITH ALL TRADES ALL ITEMS THAT ARE TO BE INTEGRATED INTO THE STRUCTURAL AFTER TIGHTENING TO SPECIFICATIONS. UNLESS NOTED OTHERWISE ON THE DRAWINGS, BOLTS SHALL BE INSTALLED IN SUBSnTUnON OF I JOIST PRODUCTS ARE ALLOWED ONLY IF APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. W 'Mo" OR *4" NO. 5 (0.625") 74Â» 60 STANDARD SIZE HOLES. PROPOSED PRODUCT SHALL HAVE EQUAL OR GREATER PHYSICAL PROPERTIES, AND SHALL BE AT THE SAME SPACING AS * SYSTEM. ORDER OF CONSTRUCTION TO BE THE RESPONSIBILITY OF THE CONFACTOR. HE SHALL PROVIDE ALL ITEMS Db 8. NECESSARY FOR HIS CHOSEN PROCEDURE. 15. nGHTEN ALL SLIP-CRInCAL BOLTS AND BOLTS INSTALLED IN OVERSIZED OR SLOTTED HOLES BY THE "TURN OF THE NUr OR SPECIFIED ON THE PLANS. 410" OR W NO. 6 (0.75") AL UNTIL ALL PERMANENT MEMBERS, INCLUDING WALLS, SLABS, FLOORS, & ROOF ARE IN PLACE AND ALL CONNECTIONS ARE THE "DIRECT TENSION" METHOD. PROVIDE HARDENED WASHERS UNDER ALL TURNED ELEMENTS. K3. STRUCTURAL GLULAM TIMBER SHALL BE DOUGLAS FIR LARCH, WITH COMBINATION SYMBOL 24-F, AND SHALL HAVE MINIMUM 1" 1146" OR 114" NO. 8 (1.0Â») 10" 43 COMPLETED, THE STABIUTY OF STRUCTURE AND AU PARTS THEREOF SHALL BE THE CONEACTOR'S RESPONSIBIUTY. DURING 16, nGHTEN ALL BEARING-TYPE CONNECTIONS TO A "SNUG", TIGHT CONDITION AS DEFINED BY AISC. PROVIDE STANDARD ALLOWABLE UNIT STRESSES AS SPECIFIED BELOW: AND AFTER CONSRUCnON, THE CONTRACTOR AND/OR OWNER SHALL KEEP LOADS ON STRUCTURE VVITHIN THE UMITS OF WASHERS UNDER ALL NUTS AND ANCHOR BOLTS. EXTREME FIBER IN BENDING, TENSION ZONE IN TENSION 2400 PSI. 1)4" 1;10Â» OR 1%" NO. 10 0.27") 1!4" 12" DESIGN LOADS. 17, BOLTS MUST BE LONG ENOUGH FOR THREADS TO BE FLUSH WITH THE OUTSIDE FACE OF THE BOLT AFTER TIGHTENING. NO EXTREME FIBER IN BENDING, COMPRESSION ZONE IN TENSION 2400 PSI A8. ANY DEVIATION FROM THE CONEACT DOCUMENTS SHALL BE APPROVED BY THE ENGINEER AND SHALL BE SO DOCUMENTED. MORE THAN 5 THREADS OF Â»SACKOUT" ARE PERMITTED. THE "TURN OF THE NUT" METHOD IS DESCRIBED BELOW (THIS IS FOR COMPRESSION PERPENDICULAR TO GRAIN, TENSION FACE 650 PSI. - - NO. 11 (1.419 1Â¥4" 15' COMPRESSION PERPENDICULAR TO GRAIN, COMPRESSION FACE 650 PSI. Q2. USE ITW RAMSET RED HEAD EPCON ACRYLIC 7 07) EPOXY ANCHORING SYSIEMS FOR ANY EPOXY ANCHORING INTO ~~ ~~ THIS DOCUMENTAnON SHALL BECOME PART OF THE CONTRACT DOCUMENTS, DEVIAnON FROM THE CONmACT DOCUMENTS PERPENDICULAR SURFACES ONLY): HORIZONTAL SHEAR STRESS 165 PSI, SHALL NOT BE ALLOWED ON SHOP DRAWINGS, WITHOUT A SPECIFIC STATEMENT IN THE FORM OF A COVER LETTER 18. THE TURN OF THE NUT METHOD IS NOT TO ElE USED FOR BOLTS LONGER THEN 12 BOLT DIAMETERS. nGHTEN ALL 80LTS IN THE TENSION STRESS PARALLEL TO GRAIN 1150 PSI. MASONRY OR CONCRETE, U.N.O ON PLANS OR IN DETAILS. DESCRIBING THE PROPOSED DEVIAnON, AND REQUESnNG APPROVAL, THE CONTRACTOR SHALL REVIEW AND VERIFY ALL CONNECnON TO THE SNUG, TIGHT CONDITION. FROM THE SNUG, TIGHT CONDITION, TIGHTEN EACH BOLT AS SPECIFIED BELOW: COMPRESSION STRESS PARALLEL TO GRAIN 1650 PSL Q3. HOLES SHALL BE DRILLED TO THE REQUIRED DEPTHS USTED ABOVE USING ROTARY HAMMER DRILLS AND CARBIDE-TIPPED SHOP DRAWINGS TO ASSURE THEY COMPLY WITH REQUIREMENTS OF THE CONTRACT DOCUMENTS. THE ENGINEER WILL BOLT LENGTH: AMOUNT OF TURN APPLIED TO NUL MODULUS OF ELASTICITY 1600 KSI. DRILL BITS, COMPLYING W/ ANSI 8212.15-1994. THE BIT DIAMETERS MUST COMPLY WITH THOSE USE ABOVE. REVIEW THE SHOP DRAWINGS FOR GENERAL CONFORMANCE NTH DESIGN CONCEPT. THIS REVIEW BY THE ENGINEER SHALL - EXPOSED GLULAM AMBER SHALL BE ARCHITECTURAL APPEARANCE GRADE. Q4. USE MINIMUM GRADE A307 THREADED ANCHORS U.N.0., AND ALL ROD THREADS MUST COMPLY W/ ANSI 81.1-74. NOT BE CONSTRUED AS APPROVAL. K4. STRUCTURAL LAMINATED VENEER LUMBER SHALL HAVE MINIMUM ALLOWABLE UNIT SmESSES, AS SPECIFIED BELOW: UP TO AND INCWDING 1/3 TURN OF THE NUT A9. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT BE CONSTRUED AS INSPECHON, NOR AS 4 DIAMETERS EXTREME FIBER IN BENDING 2600 PSI. 05. THE MINIMUM INSTAUATION TEMPERATURE FOR THESE SYSTEMS IS 0 DEGREES FAHRENHEIT. APPROVALOFCONSTRUCnON. COMPRESSION PERPENDICULAR TO GRAIN PARALLEL TO THE GLUE LINE 750 PSI. 06. AFTER DRILLING, ALL HOLES MUST BE CLEANED FROM THE BOTTOM W/ FORCED AIR. A WIRE BRUSH SHALL THEN BE USED A10. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW BY THE SmUCTURAL ENGINEER FOR THE FOLLOWING ITEMS: NONE OVER 4 DIAMETERS 1/2 TURN OF THE NUT COMPRESSION PARALLEL TO GRAIN 2460 PSI. TO CLEAN DUST AND SLURRY FROM THE HOLE. FOLLOW THIS BY ANOTHER CLEANING W/ FORCED AIR, ENSURING THAT REQUIRED BUT NOT EXCEEDING HORIZONTAL SHEAR STRESS 285 PSI. THERE ARE NO LOOSE DEBRIS NOR MATERIALS IN THE HOLE. U 8 DIAMETERS MODULUS OF ELASnCITY 1800 KSI. Q7. ADHESIVE SHALL THEN BE PUMPED INTO THE HOLE AND ANCHORS OR BARS INSTALLED, PER MANUFACTURER'S SPECIFICAnONS, ANCHORS OR BARS SHALL BE INSERTED BY ROTATING A MINIMUM OF TWO 1URNS TO EVENLY DISTRIBUTE EPOXY. B. STRUCTURAL DESIGN LOADS OVER 8 DIAMETERS 2/3 TURN OF THE NUT 08. CURE IMES SHALL BE DETERMINED PER MANUFACTURER'S RECOMMENDATIONS. REFER TO ICBO EVALUATION REPORT #5560. WIND: BASIC WIND SPEED = 90 MPH; EXP.= C, IW = 1.0 BUT NOT EXCEEDING K5. NAIL WOOD MEMBERS AS SHOWN BELOW, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SHOWN ON DRAWINGS. NAILS Q9. PER ICBO REQUIREMENTS, CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR ALL ADHESIVE ANCHOR INSTALLAnONS. THE 12 DIAMETERS SHALL MATCH THE DIAMETER AND LENGTH SPECIFIED. MINIMUM PENERATION FOR NAILS INTO THE MAIN MEMBER IS 10 TIMES SPECIAL INSPECTOR SHALL RECORD AND SUBMIT COMPLIANCE OF THE FOLLOWING: BUILDING CATEGORY I 19. All WELDING SHALL BE EXECUTED BY AWS CERnFIED WELDERS. CERTIFICAnON SHALL BE CONSIDERED CURRENT IF DATED THE NAIL DIAMETER, OR 1 3/8" FOR .1310 NAILS. A. DRILL BIT TYPE AND SIZE, PER ANSI 8212.15-1994 NTHIN PAST 12 MONTHS. UNLESS NOTED OTHERWISE, WELD STEEL MEMBERS USING E-70 XX ELECTRODES AS FOLLOWS: SEISMIC DESIGN CATEGORY D SITE CLASS D; Is = 1.0, Ss = 48.5% Â¥ = 9.4% COLUMNS TO BASE PLATES AND CAP PLATES 14" FILLET ALL AROUND JOIST TO SILL OR GIRDER TOENAIL (3) 0.131"xY' C. PRODUCT DESCRIPTION, INCLUDING PRODUCT NAME, ROD DIAMETER, AND LENGTH B. HOLE DEPTH AND CLEANUNESS SnFFENER PLATES TO WEB AND FLANGES 14" FILLET ALL AROUND SEISMIC USE GROUP 1; SDS = 0.46; SD1 = 0.15; C S= 0.090; . SnFFENER PLATES TO COLUMNS 14" FILLET ALL AROUND BRIDGING TO JOIST TOENAIL EACH END (2) 0.1363Â» D. ADHESIVE EXPIRATION DATE ' STIFFENER PLATES TO BASE AND CAP PLATES 14Â» FILLET All AROUND SOLE PLATE TO JOIST OR BLOCKING FACENAIL (1) 0.131"x3" 0 8" 0/C E. VERIFICAnON OF ANCHOR INSTALLATION PER THE MANUFACTURER'S PUBLISHED INSTRUCTIONS SOILS: NET ALLOWABLE SOIL PRESSURE = 2000 PSF ASSUMED JOISTS TO GIRDERS AND BEARING PLATES ** FILLET BOTH SIDES TOP PLATE TO STUD ENDNAIL (2) 0.131"xy Q10. THESE CONDITIONS ONLY APPLY WHEN ANCHORS OR BARS ARE INSTALLED IN NORMAL-WEIGHT CONCRETE OR GROUT-FILLED MISC. STEEL TO STEEL (ANGLES, ETC) 14* FILLET ALL AROUND STUD TO SOLE PLATE ENDNAIL (2) 0.131Â»x3' CONCRETE MASONRY WALLS. ROOF: DEAD LOAD = 15 PSF SNOW LOAD = 75 PSF (PLUS DRIFT LOADS AND UNBALANCED LOADS PER IBC 2003) THE OWNER MAY TEST ANY OR ALL WELDS BY MEANS OF X-RAY, ULmASONIC, OR ANY OTHER APPROPRIATE DOUBLE STUDS FACENAIL 0.131Â»xy 0 6" 0/C, 4" 0/C WITHIN SHEARWALLS NON-DESTRUCTIVE PROCEDURE. DEFICIENT WELDS SHALL BE CORRECTED AND RE-TESTED AT CONmACTOR'S EXPENSE. DOUBLE TOP PLATES FACENAIL 0.131Â»x3" 0 12" 0/C I10. FASEN WOOD NAILERS TO STRUCTURAL STEEL W/.145"0 HILTI ON POWDER-ACTUATED FASTENERS. MINIMUM SPACING TOP PLATES, LAPS, AND INTERSECnONS FACENAIL (6) 0.131"x3" REQUIRED IS 12Â» 0-C, UNLESS NOTED OTHERWISE. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE TOENAIL (3) 0.131"x3" C. SPECIAL INSPECTION Ill. PROVIDE V," WEB SnFFENERS TO BEAM WEBS, AT ALL BEAM BEARING LOCAIONS: BEAM TO BEAM, BEAM TO RIM JOIST TO TOP PLATE TOENAIL 0.131'xE 0 4" 0/C Cl. SPECIAL INSPECnON SHALL BE PROVIDED FOR 1}lE FOLLOWING ITEMS: COLUMN, BEAM TO FOUNDATION WALL. CONnNUOUS HEADER, TWO PIECES ALONG EACH EDGE 0.131"*3" O 8Â» 0/C CONTINUOUS HEADER TO STUDS TOENAIL (4) 0.131*x3" CONSTRUCTION ITEM: SPECIAL INSPECDON REQUIRED: G. REINFORCED MASONRY RAFTER TO PLATE TOENAIL (3) 0.131"x3" SEE SPECIAL INSPECITON SCHEDULE Gl, CONCRETE MASONRY UNITS SHALL MEET THE REQUIREMENTS OF ASTM C 90 & ARE SAMPLED & TESTED IN ACCORDANCE W/ BUILT-UP CORNER STUDS FACENAIL 0.131'x3' 0 6" 0/C, 3" 0/0 0 SHEARWALL ENDS ASTM C 140. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE MASONRY BASED ON MINIMUM NET AREA SHALL BE 2000 PSI. BUILT-UP GIRDERS AND BEAMS TOP AND BOTTOM STAGGERED 0.131"xY' 0 24" 0/C BUILT-UP GIRDERS AND BEAMS EACH END (3) 0.131"x3" G2. MORTAR SHALL BE TYPE (S) ACCORDING TO IBC SECTION 2105 & SHALL COMPLY W/ ASTM C 270 PROPERTY SPECIFICAnONS. AVERAGE COMPRESSIVE STRENGTH @ 28 DAYS IS 1800 PSI. SEE ASTM TABLE C-2 FOR PROPORTIONS. TWO INCH PLANKS EACH BEARING (2) 0.1620-1/2" FOR ADDInONAL REQUIRMENTS SEE IBC TABLE 2304,9.1. Gl GROUT SHALL BE PROPORNONED ACCORDING TO ASTM 476 AND SHALL DEVELOP COMPRESSIVE STRENGTH OF NOT LESS THEN K6. ALL METAL CONNECTORS SPECIFIED SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE COMPANY, INC., U.N.0. ON DRAWINGS. 2000 PSI WITHIN 28 DAYS, PER ASTM C1019. AGGREGATE USED IN GROUT SHALL BE SAND AND GRAVE, AND SHALL COMPLY WITH ASâ„¢ 476. ADDITIVES OR ADMIXTURES SHALL NOT BE USED IN GROUT MIX. I<7Â· NAIL ALL SIMPSON HANGERS WITH N10 NAILS OR 16D SINKERS (0.148" DIA), AND NAIL ALL HOLD-DOWN SmAPS W/16D G4. REINFORCEMENT USED IN MASONRY CONSTRUCnON SHALL BE GRADE 60 AND SHALL COMPLY WITH ASTM A-615/A 615M. LAP SINKERS OR SS10D NAILS, U.N.0.. REINFORCING STEEL 40" AT ALL SPUCES. ALL BARS AND ANCHOR BOLTS AND HEADED STUDS SHALL BE SET IN SOLID INSTALL PER MANUFACTURERS SPECIFICAnONS, WITH A MINIMUM PENETRATION OF 12 NAIL DIAMETERS OR 2" FOR A .162Â»0 SPECIAL INSPECTION SCHEDULE GROUED CELLS. SUBMIT SHOP DRANNGS FOR ALL. REINFORCEMENT FOR REVIEW PRIOR TO FABRICAnON. NAIL AND 1 Â¥4" FOR A .148*0 NAIL, U.N.0.. USE OF SMALLER DIAMETER NAILS RESULTS IN A REDUCTION OF APPROXIMATELY G5. ANCHOR BOLTS WILL CONFORM TO ASTM A 307 GRADE A. JOINT REINFORCEMENT WILL CONFORM TO ASTM 951. 20% OF THE LOAD CARRYING CAPACITY OF RE CONNECTORS. THE STRUCTURAL ENGINEER MUST APPROVE SUBSnTUnON OF CONSTRUCTION SPECiAL INSPECTION REQUIRED TYPE OF CONSTRUCnON G6. ALL MASONRY WALLS SHALL BE CONSmUCTED USING RUNNING BOND. IF WALLS ARE CONSTRUCTED SO MASONRY UNITS ANY FASTENERS. NAIL SUBSnTUTIONS SHALL. MATCH THE DIAMETER OF THE NAIL SPECIFIED. FOR EXAMPLE, A lOD COMMON ITEM YES NO INSPECEN OBSRVAnON BY SER ARE PLACED IN STACK BOND, I.E. HEAD JOINTS IN SUCCESSIVE COURSES ARE VERnCALLY ALIGNED, USE BOND BEAM NAIL HAS A .148" DIAMETER AND MAY BE SUBSTITUTED WITH A 0148"xj" FLATHEAD STRIP NAIL. MASONRY REINFORCING DOWELS YES - PERIODIC _ UNITS, GROUT THE WALL SOUD, & SPACE HORIZONTAL REINFORCING @ 16" 0-C, K8. WOOD SCREWS SHALL CONFORM TO THE DIMENSIONAL DATA OF ANSI/ASME STANDARD 818,6.1-1981, G7. UNLESS NOTED OTHERWISE, REINFORCE 8" MASONRY WALLS AS FOLLOWS: K9. TOP PLATES OF ALL STUD WALLS SHALL BE (2) 2x MEMBERS AND HAVE THE SAME SIZE AS STUDS. LAP PLATES 4 FEET. MASONRY MORTOR AND GROUT MIX YES - PERIODIC - VERTICALLY: PROVIDE (1)#50 CORNERS, (1) 15 0 WALL INTERSECT10NS, (1) #5 EITHER SIDE OF EACH OPENING, & (1) I<10. UNLESS NOTED OTHERWISE, PLACE A (2) 2X8 HEADER ABOVE ALL OPENINGS AND A (2) 2x MEMBER JAMB COLUMN AT EACH MASONRY REINFORCING YES PERIODIC - #5 0 32" 0-C ELSEWHERE. VEREAL WALL REINFORCEMENT SHALL EXTEND FROM SUPPORT TO SUPPORT. SIDE OF ALL OPENINGS. HORIZONTALLY: PROVIDE (1) #4 0 TOP OF FOOnNGS, (2) #4 BARS @ THE TOP OF ALL WALLS & (2) #4 BARS @ 48" K11. SOLID BLOCK STUDS ON 10 FEET MAXIMUM VERnCAL INTERVALS. 0-C ELSEWHERE. Kl 2. SOLID BLOCK BETWEEN ALL JOISTS AT ENDS AND AT SUPPORTS. BLOCKING BMBER SHALL BE 2x MEMBERS THE SAME SIZE G8Â· CONTINUE VERTICAL REINFORCING BARS IN MASONRY COLUMNS THROUGH FOUNDATION WALL INTO FOOTINGS W/ MATCHING AS STUDS, JOISTS, OR RAFTERS. ALL BEAMS AND/OR GIRDERS SHALL BE BRACED AGAINST ROTATION & TWISMNG AT ENDS BARS & DOWELS. U.N.0. ENCLOSE BARS IN MASONRY COLUMNS WITH #3 0 8" 0-C. MATCH DOWELS IN FOUNDATION TO AND AT INTERMEDIATE SUPPORTS. THIS BRACING CAN BE IN THE FORM OF BLOCKING OR METAL HANGERS. ~ VERTICAL BARS IN MASONRY COLUMNS & WALLS. K13. WHERE PARTITION WALLS ABOVE ARE PERPENDICULAR TO UNDERLYING JOISTS, PLACE 2x SOLID BLOCKING BETWEEN G9. CONnNUE HORIZONTAL REINFORCEMENT IN WALLS THROUGH MASONRY COLUMNS & PILASTERS. THIS REINFORCEMENT SHALL JOISTS, WHERE PARTInON WALLS ABOVE ARE PARALLEL TO UNDERLYING JOISTS, PLACE TWO JOISTS DIRECTLY UNDER HAVE MATCHING CORNER REINFORCING BARS @ CORNERS & @ INTERSECnONS OF THE WALLS, W/ REQUIRED LAP LENGTHS. THE PARTTION WALLS. ABBREVIATIONS HORIZONTAL REINFORCING IN SHEAR WALLS SHALL BE TERMINATED W/ A STANDARD HOOK AROUND CORNER WALL K14. UNLESS MORE STRINGENT REQUIREMENTS ARE NOTED ON THE DRAWINGS, ANCHOR ROOF TRUSSES/JOISTS TO SIU PLATE WITH A-BOLT - ANCHOR BOLT F.O.B. - FACE OF BRICK P.S.F. - POUND PER SQUARE FOOT REINFORCEMENT, OR W/ AN EXTENSION OF PROPER EMBEDMENT. A SIMPSON H2.5 FRAMING ANCHOR 0 24" 0/C. UNLESS NOTED OTHERWISE ON DRAWINGS, ALL WOOD-TO-WOOD FACE MOUNT ADD'L - ADDInONAL F.0. CONC. - FACE OF CONCRETE P.S.1. - POUND PER SQUARE INCH ALL INSPECnONS MUST BE FOLLOWED WITH A WRITTEN REPORT STAnNG: DATE, nME, WEATHER, INSPECTOR'S NAME, Glo. ALL MASONRY WALLS SHALL HAVE VERnCAL CONTROL JOINTS AT MAJOR CHANGES IN WALL HEIGHL AT CHANGES IN WALL CONNECTIONS SHALL BE MADE WITH SIMPSON LU HANGERS, WITH SIZE CORRESPONDING TO THE BEAM/JOIST/RAFTER MEMBER. ADJ. - ADJACENT F.O.W. - FACE OF WALL R. - RADIUS CONTRACTOR'S REPRESENTATIVE, COMPONENTS INSPECTED, CODE BASIS FOR INSPECTION, RESULTS OF INSPECTION, & THICKNESS, AT BUILDING CONSTRUCnON JOINTS, AND NOT FARTHER APART THAN 50 FEET ELSEWHERE. PROVIDE MATCHING K15. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE-TREATED WOOD, RESISTANT TO DECAY, OR ALT. - ALTERNATE F/S ' - FLAT SLAB REINF. - REINFORCEMENT FOLLOW-UP ACTIONS REQUIRED. COPIES OF THE REPORT SHALL BE PROVIDED TO THE BUILDING OFFICIAL, CONTROL JOINTS FOR BRICK VENEER. CONSULT ARCHITECTURAL- DRAWINGS FOR LOCAnONS. WOOD OF NATURAL RESISTANCE TO DECAY. WALL SIU PLATES SHALL BE ANCHORED TO THE CONCRETE FOUNDATION WALL NG. - FOOTING ARCH. - ARCHITECTURAL n. - FOOT REQ'D. - REQUIRED BIT. - BITUMINOUS RM - ROOM STRUCTURAL ENGINEER OF RECORD, & THE CONTRACTOR. Gll. VERnCAL CELLS EACH SIDE OF CONTROL JOINTS SHALL BE GROUTED AND REINFORCED WITH REINFORCING TO MATCH VERTICAL WITH A MIN OF 14"0 ANCHOR BOLTS EMBEDDED 7" INTO THE CONCRETE, SPACED 0 32* 0/C, U.N.0. ON PLANS. PLATE F/W - FILLET WELD BLDG. - BUILDING SCHED. - SCHEDULE REINFORCEMENT USED THROUGHOUT THE WALL ONLY HORIZONTAL REINFORCING BARS IN BOND BEAMS AT FLOORS AND AT ROOF WASHERS SHALL BE 2"X2"X3/16" AND USED ON EACH BOLT, BLW - BELOW GA. - GAUGE SCJ - SAW CUT JOINT LEVEL SHALL CONnNUE THROUGH CONTROL JOINTS, THESE HORIZONTAL REINFORCING BARS SHALL BE SLEEVED TO PREVENT BONDING. D. EARTH WORK K16. IN ACCORDANCE W/ IBC 1405.6 ATTACH MASONRY VENEER TO SUPPORnNG WAU- WITH 1" NDE, 22-GAGE, GALVANIZED AND BM. - BEAM GAL. - GALVANIZED SECT. - SECnON G12. ALL STEEL BEARING PLATES BEARING ON MASONRY SHALL BE "DRY PACKEDÂ» TO PROMDE FULL BEARING ON GROUTED CELLS. Dl. NOT USED CORRUGATED, METAL- BRICK nES. SPACE nES AT 12" O-C IN BOTH HORIZONTAL AND VERTICAL DIRECnONS. nES MUST BOT. - BOTTOM GBM. - GRADE BEAM SHL - SHEET ELEVATE PLATE ABOVE MASONRY IF REQUIRED FOR DRY PACKING. ENGAGE A #9 WIRE IN THE VENEER COURSE. JOINT REINFORCING MUST BE CONTINUOUS, W/BUTT SPUCES BETWEEN nES BSMT. - BASEMENT GLBM. - GLULAM BEAM SIM. - SIMILAR BTWN. - BETWEEN GLULAM - GLUE-LAMINATED SL - SNOW LOAD PERMITTED. VENEER MAY BE APPLIED DIRECTLY TO WALL PER IBC 1405.9 - GRADE CANT. - CANTILEVER GR. S.L.V. - SHORT LEG VERDCAL E. FOOTINGS NOT USED H. MASONRY QUAUTY ASSURANCE REQUIREMENTS CBM. - CONCRETE BEAM H.A.S. - HEADED ANCHOR STUD SPC. - SPACE Hl. REPORT ALL TEST RESULTS TO THE ENGINEER OF RECORD. SUBMITTALS ARE REQUIRED TO SHOW COMPUANCE W/ L STRUCTURAL- SHEATHING (DIAPHRAGMS) - HORIZONTAL CH. - CHAMFER HF - HEM FIR SPEC - SPECIFICATION ' SPECIFICAIONS FOR MASONRY UNITS, GROUT MORTAR REBAR & MISCELLANEOUS METALS, CJ - CONSEUCnON JOINT HORIZ. SQ. - SQUARE , H2. AN INDEPENDENT TESnNG AGENCY WHICH IS APPROVED BY THE BUILDING OFFICIAL SHALL BE RESPONSIBLE FOR PROVIDING Ll. ROOF SHEATHING SHALL BE %" PLYWOOD, APA RATED EXTERIOR SHEATHING, W/ A SPAN RATING OF 40/20 (PS 1-83), OR CJP - COMPLETE JOINT PENETRAnON H.S.B. - HIGH STRENGTH BOLT SSH. - SHORT SLOTTED HOLE - SHEET NUMBER: TESTING IN ACCORDANCE \MTH TABLE 1704.5.1 IN THE IBC 2003. INSPECnON TASKS ARE USED BELOW: OSB EQUIVALENT, SHEATHING SHALL BE PLACED IN A STAGGERED PATTERN, WITH FACE-GRAIN PERPENDICULAR TO SUPPORTS. CLR. - CLEAR,CLEARANCE IBC - INTERNATIONAL BUILDING CODE STD, - STANDARD Hi INSPECION TASK FREQUENCY OF INSPECUON DURING TASK CONNECT SHEATHING TO FRAMING WITH l OD COMMON WIRE NAILS OR GALVANIZED BOX NAILS AT 6* 0/C AT SUPPORTED C.M.U. - CONCRETE MASONRY UNIT 1/0 - INSIDE DIAMETER SnFF. - SnFFENER Sl 01 EDGES AND 12" 0/C AT INTERMEDIATE SUPPORTS. PLACE ON PLYCLIP BETWEEN JOISTS ALONG UNSUPPORTED EDGES. COL. - COLUMN I.F. - INSIDE FACE STL. - STEEL C0NC. - C0NCRETE IN. - INCH ST0R. - ST0RAGE 1 of i AT THE START OF MASONRY CONSTRUCTION: l.2. NOT USED CONN. - CONNECTION INT. - INTERIOR SW - SHEAR WALL DATE: A, PROPORTIONS OF SITE PREPARED MORTAR PERIODICALLY JNL 4.13.05 CONSL - CONSTRUCTION - JOINT SYM. - SYMMETRICAL B. CONSRUCRON OF MORTAR JOINTS PERIODICALLY C. LOCATION OF REINFORCEMENT PERIODICALLY CONT. - CONANUOUS LB. - POUND T.B - TOP AND BOTTOM L3. NOT USED CONTR. - CONTRACTOR LSH. - LONG SLOTTED HOLE THK. - THICKNESS REVISION: ~m~ â„¢E ~~~~111~IG ~ENE cp - CONCRETE PIER LF. - UNEAL FEET TO. - TOP OF , A. SIZE & LOCA11ON OF STRUCTURAL ELEMENTS PERIODICALLY CTRD. - CENERED L.L.V. - LONG LEG VERnCAL TS - STRUCTURAL TUBING STEEL B. SIZE & LOCAnON OF ANCHORS BOLTS & DRAG STRUTS CW - CONCRETE WALL U - LIVE LOAD TYP. - TYPICAL PERIODICALLY C. SPECIFIED SIZE, GRADE & TYPE OF REINFORCEMENT DBA. - DEFORMED BAR ANCHOR LVL. - LAMINATED VENEER LUMBER U.NO. - UNLESS NOTED OTHERWISE PERIODICALLY D. WELDING OF REINFORCEMENT CONTINUOUS DET. - DETAIL MAS. - MASONRY VAR. - VARIES DFL. - DOUGLAS FIR LARCH. MAT'L - MATERIAL VERT - VERACAL E. PROTECnON OF MASONRY DURING COLD OR HOT WEATHER PERIODICALLY MAX. - MAXIMUM V.I.F. - VERIFY IN FIELD DIA. - DIAMETER DIAG. - DIAGONAL MBM. - MASONRY BEAM WL - WIND LOAD PRIOR TO GROUTING THE FOLLOWING SHALL BE - MECHANICAL ~ DIM. - DIMENSION MECH. WT. - WEIGHT VERIFIED TO ENSURE COMPLIANCE. DISCONT. - DISCONTINUOUS MTL. - METAL ' A. GROUT SPACE IS CLEAN PERIODICALLY MID. - MIDDLE 7 72Â«-1 4 DL - DEAD LOAD 8. PLACEMENT OFREINFORCEMENL CONNECTORS & ANCHORAGES PERIODICALLY C. PROPORnONS OF SITE PREPARED GROUT PERIODICALLY DWG. - DRAWING MIN. - MINIMUM iYMBQLS D. CONSTRUCTION OF MORTAR JOINTS EA. - EACH MISC. - MISCELLANEOUS E/F - EACH FACE MP - MASONRY PIER - CENTER LINE .i .p ./ Â·, i J..0 0 - DIAMETER I. -:tr.33%4 \.~~ 1.- GROUT PLACEMENT SHALL BE VERIFIED EL - EARTHQUAKE LOAD MW - MASONRY WALL Â£!ly - ELEVAnON TO ENSURE COMPLIANCE W/ CODE & CONTINUOUS ELECT. - ELECTRICAL N.I.C. - NOT IN CONEACT (,lull U CONSTRUCnON DOCUMENT PROVISIONS. ELEV. - ELEVATION NO. - NUMBER & - AND EQ. - EQUAL NOM. - NOMINAL e - WITH 94,3'.%Â·-ha~ Â·Â· - .'- : I. 1 PREPARATION OF ANY REQUIRED GROUT E/W - EACH WAY N.T.S. - NOT TO SCALE 12 - PLATE SPECIMENS, MORTAR SPECIMENS AND/OR CONINUOUS EXISL - EXISnNG 0-C - ON CENTER x - BY 'Â·421. PRISMS SHALL BE OBSERVED. EXP. JNT. - EXPANSION JOINT 0/0 - OUTSIDE DIAMETER , u NUMBER EXT - EXERIOR O.F. - OUTSIDE FACE O - AT COMPUANCE W/ REQUIRED INSPECTION PROVISIONS FDN. - FOUNDATION O/11 - OPPOSITE HAND 0 - SQUARE OF THE CONSTRUCnON DOCUMENTS & PERIODICALLY FIN. - FINISH OPNG. - OPENING L - ANGLE THE APPROVED SUBMITTALS BE VERIFIED. FLR. - FLOOR PSL. - PARALLEL STRAND LUMBER S -S - FOOTING STEP . . . . . . a NOI.LIGOV 2101Â¥A313 -33/\V -NVAAH 13S 1IM@3d 11/- .. ... 0 0 0 0 0 0 Wx4"x 8" BEARING E W/ (2) W'0*8" HSA WELD TO THE r- BOTTOM PROVIDE (2) H" THREADED STUDS FOR BOLTING TO THE BEAM SLOT HOLES 416"x2" MIN. - INSTALL MASONRY WALL SCHEDULE BEABNG E WITHIN 1Â§" OF Â·FACE OF MASONRY VERnCAL HORIZONTAL iR1 MARK THK REINFORaNG REINFORCING NOTES 12 W.0 0 0 ~- BASE E MWI 8 #5 O 32" 0-C #5@48" 0-C - / W" WEB SIFFENER EA SIDE *5 0 OF BEAM, EA BEAM 4-0 0 t. %d -*t, A NOTES: N J LI, r / , h PROVIDE (2) #4 OVER ALL OPENINGS IN UNTLE COARSE. EXTEND 16Â» PAST EDGE OF OPENING ~ STEEL BUM PER PLAN - SLOT HOLES * FOR THRD STUDS 416114" MIN. - r DRYPACK AS REQUIRED 8"*16" MASONRY PIER W/ (2) 15 REINFORCING BARS ~ ~ VERTICAL & #3 TIES O 80 0-C GROUT PIER SOLID & FASTENING SCHEDULE PROVIDE (3) #3 nES IN THE TOP 5Â» TO ENGAGE (4) VERTICAL REINFORCING BARS & BEARING E ANCHORAGE ~~~~~ ~ MARK Â© CONNECnON FASTENING LOCATION / NAIUNG TYPE h TOENAIL Nl JOIST TO SILL BEAM OR TOP E (3) 0.131"00" NAILS N2 BLOCKING TO STUDS / DECKING TO JOIST (2) 0.131"0x3" NAILS FACE NAIL EACH END ~ BLOCKING BETWEEN JOISTS OR ~A~ STEEL BEAM TO MASONRY PIER NJ (4) 0.131'0xJ" NAILS TOENAIL RAFTERS TO TOP E \~~~~,/ SCALE: 14'=14 N4 FRAMED WALL SU E TO JOIST, OR (4) 0131Â»0x30 NAILS BRACED WALL PANEL / BLOCKING ABOVE SHEAR WALL PANEL FACE NAIL FRAMED WALL SILL E TO JOISL N5 0.131"0x3" NAILS 0 8" 0-C FACE NAIL BLOCKING OR GREEN E (4) 0.131"0xS NAILS TOENAIL N6 STUD TO SIU E (3) 0.131"0x3" NAILS END NAIL tÂ¥, . 0.131"0x3" NAILS 0 8" 0-C - FACE NAIL N7 DOUBLE STUD 4" 0-CO SHEAR WALL ENDS d TOP & BOTTOM ES 2,dOS 0 16' 0-C NB BUILD-UP CORNER STUDS FACE NAIL 0.131"0xY' NAILS 0 8" 0-C STAGGER NAIUNG -W/*0" SHEATHING 4" 0 SHEAR WALL END N9 TOP E TO STUD (3) 0.131"0x3" NAILS END WALL DOE VERnCAL REINF INTO EXISTNG CMU, - EPOXY PER 901 PARAGRAPH Q. DOUBLE TOP E 0.131"0x30 NAILS 012" 0-C TYPICAL FACE NAIL N1O ALL EXTERIOR WALLS & INTERIOR SHEAR WALLS (12) 0.131"0*3" NAILS - LAP SPLICE 4" 0-C 0 SHEAR WALL ENDS N11 RIM JOIST TO SIU OR TOP E 0.131"0x3" NAILS 0 4" 0-C TOENAIL TOP E, UPS & INTERSECTIONS 2*10. 0 16Â» 0-C N12 (3) 0.131"0x3" NAILS FACE NAIL O NON-SHEAR WALLS /-W,/46. SHEATHING 0.162'0x314" NAILS ALONG EACH EDGE FACE NAIL / - 2X6 STUD WALL N13 2-PLY HEADERS 016" 0-C - STUDS @ 16" 0-C Fi" SHEATHING. N14 CEILING JOISTS, LAPS OVER PARTITIONS (4) 0.131"0*3" NAILS FACE NAIL , MECHANICAL RCOM - -=1 (2) 2X10S N15 RAFTER TO E (3) 0.131"0xy NAILS TOENAIL FACE NAIL O TOP & BOTTOM 0.162"0*3" NAILS 0 6" 0-C BUILT-UP GIRDER & BEAMS STAGGERED ON OPPOSITE SIDES N16 3 OR MORE PLY'S VERBCAL FACE NAIL O (3) 0.162"0xy NAILS f ENDS & EACH SPUCE FACE NAIL TO N17 KING STUDS TO HEADER / BEAM 0.131"0x3" (3) PER PLY HEADER END OR SIDE (4) 0.131Â»0*3" NAILS N18 LEDGER STRIP FACE NAIL TO EACH STUD WOOD SmUCTURAL PANELS; FLOOR, EDGE NAILING PER SHEAR FACE NAIL W/ Â¥40 N19 ROOF & WALL SHEATHING WALL / DIAPHRAGM SCHEDULE EDGE DISTANCE HOLD DOWN - STRAP TYPE 0.148Â»0xW NAIL NAIL TO TWO N20 - TO STUDS THRU SHEATHING ADJACENT STUDS N21 WEB STFFENER TO I JOIST FACE NAIL THRU WEB 2-ROWS (3) 0.131"0x3" NAILS CINCH NAILS ~ NEW ELEVATOR EXTENSION 2 x RAFTER TAIL TO TJI WE8 / 2-ROWS 0.131"0XW FACE NAIL THRU WEB N22 FLANGE NAILS # PER DETAIL SCALE: h"=1'-0Â» N23 RIM JOIST TO JOIST OR FASCIA TO RAFTER (2) 0.148Â»0x3" NAILS FACE NAIL N24 NAILERS TO STEEL BEAM / COLUMNS (2) ROWS HILn 0.145"0x21Â§" FACE NAIL TO STEEL 012" 0-C N25 WOOD LEDGER TO STUD WALL (3) 0.162"0xW NAILS FACE NAIL TO STEEL THROUGH TO EACH STUD EXTERIOR SHEATHING TO STUD A. NAIL SIZES PROVIDED ARE LISTED BY DIAMETER & LENGTHS. SIZE MAY BE EXCEEDED BUT NOT UNDERSIZED. B. STAPLES SHALL HAVE A MIN. CROWN WIDTH OF 315'. C. CORROSION-RESISTANT ROOFING NAILS W/ a,"0 HEAD & 114" LENGTH FOR 14" SHEATHING & 1*4" LENGTH FOR *" SHEATHING. D. CORROSION-RESISTANT STAPLES W/ NOMINAL W/ Ms" CROWN & 2" LENGTH FOR H" SHEATHING & le" LENGTH FOR 74" SHEATHING. PANEL- SUPPORTS @ 16" (20" IF SmENGTH AXIS IN THE LONG DIRECnON OF THE PANEL, U.N.0.). A SH ABER: E. FOR ROOF SHEATHING APPLICAnONS, 0.131"0 NAILS ARE THE WIN. REQUIRED FOR WOOD SRUCTURAL PANELS. 5201 Â© FASTENING SCHEDULE MARKS ARE REFERENCED ON ALL DETAILS. Of DA - - - - -- - ----- - -- $.13.05 ' RE 75*SA:fÂ¥ 11Â¥.j FO .b.,1...,Jâ‚¬k@*bi> A ...z.~. 4, c 3 05- , ...... A.A 111UJ LIN V W6x9 STEEL BEAM 13S 1IM83d NOMEDÂ¥ 301Â¥A313 03AY NVAAH 111 .. COrYRIGHT: All design ideas, arrangements, and plans indicated by these drawings and specifications are the property and copyright of The B.C.S. Group, L.L.C., and shall neither be used on any other work nor used by any other person for any use whatsoever without written ROARING FORK BUILDING ROOF EXTENSION REVISIONS: permission of The B.C.S. Group, L.L.C. 415 HYMAN AVENUE, ASPEN, COLORADO, USA fermit 5et Value field emptg GENERAL NOTES SHEET INDEX PROJECT OVERVIEW Value field empt:j 1. UNDER NO CIRCUMSTANCES ARE THESE DRAWINGS TO BE A-001 SHEET INDEX/GENERAL NOTES SCOPE OF WORK INCLUDED IN SCALED FOR DIMENSIONS. IF THERE ARE MISSING OR OTHERWISE APPLICATION FOR BUILDING PERMIT: UNUSABLE DIMENSIONS ON THESE DRAWINGS, THE CONTRACTOR IS D 101 EXISTING/DEMO PLANS RAISE ROOF OVER PORTION OF TO CONTACT THE DESIGNER IMMEDIATELY TO OBTAIN FOURTH FLOOR RESIDENTIAL ACCURATE DIMENSIONS. THE DESIGNER WILL NOT BE RESPONSIBLE A-101 FLOOR PLANS CONDOMINIUM, INSTALL NEW DOORS iÂ· FOR WORK PERFORMED BASED ON SCALED DIMENSIONS. AND WINDOWS. , A-201 BUILDING ELEVATIONS 2. ALL WORK IS TO BE PERFORMED BY QUALIFIED WORKERS TO NO EFFECT ON ALLOWABLE EAR. 1 INDUSTRY STANDARDS, AND IN COMPLIANCE WITH ALLAPPLICABLE A-301 BUILDING SECTIONS/DETAIL NO EFFFECT ON BUILDING NATIONAL, REGIONAL, AND LOCAL CODES. OCCUPANCY NO CHANGE TO BUILDING FOOTPRINT 3. REFER TO SNOWMASS VILLAGE REGULATIONS REGARDING FOUNDATION NO CHANGE TO NET LEASABLE FLOOR DESIGN, STRUCTURAL REQUIREMENTS, SNOW LOADS, ETC. AREA 4. ALL EXTERIOR WALLS SHALL BE 2x6 CONSTRUCTION, WITH R-19 INSULATION AND 1/2" NOMINALAPA-APPROVED SHEATHING. 5. THE DESIGNS, CONCEPTS, DETAILS AND GENERAL LAYOUT OF THE HOME SHOWN IN THESE DRAWINGS SHALL REMAIN THE INTELLECTUAL PROPERTY OF THE B.C.S. GROUP, L.L.C., AND SHALL NOT BE COPIED, ALTERED, OR SOLD WITHOUT THE EXPRESSED WRITTEN CONSENT 4 OF THE B,C.S, GROUP, L,L.C. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS AND UTILITY LOCATIONS ON THE JOB SITE PRIOR TO COMMENCING ANY WORK ..E'- 1 - - -â‚¬- I -- -1-1 - 4 OR ORDERING ANY MATERIALS. 8 7. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE DESIGNER ]F THERE ARE DISCEPANCIES BETWEEN THESE DRAWINGS AND EXISTING CONDITIONS. 8. ALL MATERIALS ARE TO BE NEW, UNLESS SPECIFIED OTHERWISE, >Z AND ARE TO BE PROTECTED ON THE JOBSITE BEFORE AND - ~ ~~~ ~ DURING INSTALLATION. 9. CONTRACTOR SHALL VERIFY ARCHITECTURAL DETAILS WITH ANY i STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS BEFORE THE i ORDERING OF, OR INSTALLATION OF, ANY WORK. 92::23 10. ALL STRUCTURAL WORK IS TO BE PROTECTED DURING CONSTRUCTION 91-<O TO MAINTAIN THE STRUCTURAL INTEGRITY OF ALL STRUCTURAL MEMBERS AND MATERIALS. 1 0167 WILLOW LANE 11. PROVIDE FIRESTOPPING IN ALL AREAS AS REQUIRED BY UNIFORM CARBONDALE : BUILDING CODE OR BY LOCAL BUILDING OFFICIALS WITH COLORADO JURISDICTION OVER THE PROJECT. 8162.3 12. CONTRACTOR TO PROVIDE ADEQUATE BLOCKING TO COMPLETE ALL ASPECTS OF THE WORK. 13. GLASS IN DOORS, ADJACENT TO DOORS, AND WITHIN 18" OF THE ~j FLOOR SHALL BE TEMPERED GLASS, AND INDICATED AS SUCH ON THE WORK. .LI LF -2 3 rMONE 14. ANY CONSTRUCTION TECHNIQUES OR METHODS WHICH PRODUCE OR j (970) 965-0990 REQUIRE OPEN FLAME, SPARK, OR ANY OTHER CONDITION THAT MAY CAUSE L -0 COMBUSTION OF ANY MATERIAL MUST BE SUPERVISED BY THE GENERAL CONTRACTOR. DESIGNERASSUMES NO RESPONSIBILITY FOR DAMAGE CAUSED 0 9 BY FIRE DUE TO NEGLIGENT, UNAPPROVED OR UNSUPERVISED CONSTRUCTION 2 3 METHODS. O.L. rAX 15. DESIGN AND CONSTRUCTION OF ALL SHORING IS THE EXPRESS RESPONSIBILITY (970) 70Â«0885 lf) OF THE CONTRACTOR. THE B.C.S. GROUP, L.L.C., DOES NOT ASSUME Â· RESPONSIBILITY OF ANY KIND FOR SHORING. CO Â·r E 1 t_MAL bcs@guixnet.net 5MCIT TITLE: GENERAL INFO DATIL: M.3 25, 2005 5Mt-ILT NO: A-001 . 0 - 3AN3AV NVIN VS A 'OCIVEI .. flJ ALLEY BELOW A-7, ALLEY BELOW A-301, COTYRIGMT: r All design ideas, arrangements, and plans indicated by these ~ ~ drawings and specifications are the property and copyright of The B.C.S. Group, L.L.C., and shall neither be used on )ECK BELOW any other work nor used by EXISTING DECK TO REMAIN any other person for any use permission of The B.C.S. - LINE OF DECK WALL BELOW . 6 whatsoever without written Group, L.L.C. --UNE OF ROOF OVERHANG ABOVE RE.VISONS r - 1 - t 1 NEW DOUBLE SLIDING DOOR WITH HATCH INDICATES NEW ROOF TO 1- TRANSOMS PER ELEVATIONS / 3 -/f MATCH EXISTING ~ r | DECK BELOW ~ llÂ£l~> A 14'1# ~ /4"m 1 /4"/ft> 1~ I EXISTING LIVING ROOM 1 I - (RE ISE ROOF OVER THIS AREA) A Fermit 5et 13 3 I~ A-301> Â· A-301 -1-LINE OF WALL BELOW -NEWTRANSOM AWNING WINDOWS 147 L ----- --------- _ - 1 . 1 - 1 1-s---- Value field emptg / 9/ LINE OF ROOF OVERHANG Value field emptg OL ABOVE A-3017 A-501~ 7 In --EXISTING PARAPET TO REMAIN EXISTING BEDROOM 1 46' BUILDING HEIGHT LIMIT TO REMAIN . r.-- LL ALUMINUMM TRIM TO s 0 T.O. PARAPET = 141'-6 1/4" O r. 9 - - MATCH EXISTING 4 05 n LL NEW CEMENTITIOUS 1 E. 0 7 -- STUCCO SYSTEM TO MATCH Z O 4-------- EXISTING Â· / \ 1/ \ 7 - LI.1 0/ NEW TRANSOM WINDOWS ELEVATOR 1- ROOF BELOW <~ -- EXISTING ROOF TO REMAIN 3 BEDROOM 4th LEVEL = 127'-1" . 6 0 1 r LLI ~ 3rd LEVEL = 118'-2" L.1-1 u rt <O 11 : b a I. 0167 WILLOWLANT â‚¬:- C :r--3 n : s DECK BELOW < EXISI-NG CARM>ONDALE- i 1 - ROOF T F 81625 COLOKADO Â§ Â§: 0 , k~~mmem~~~~~1S~7-~~~ REM \IN 1 4 2nd LEVEL = 109'-3" , Â»2OOf -1 0 -1.r MONC ~ A (970) 965-0990 N 01 E--- 0 4) MAIN LEVEL = 100'-0" i 62 3 *b.: 0- VAX ~ (970) 70+4865 EMAIL bcs@guixnet.net 5MCITTITLE: BASEMENT LEVEL = 87'-10 1/4" Floor Plans & Elevation m I 05 LU 82 z O -1 CE - DATE: Mag 25, 2005 N HYMAN AVENUE BELOW HYMAN AVENUE BELOW 1 . 1 A 5MCIT NO: ~) North Elevation A 9 ~Â© Roof Plan (A-301/ /'~\ 4th Level Plan 3/16"= 1'-0" 4 (1) A-101 3/16"= 1'-0" - 3/16.= 1,-0. 6. 7, 6 A . 0 -8 11â‚¬% 1 3AN3AV NVINAH VGA '00Â¥hl010 COTYRIGHT: All design ideas, arrangements and plans indicated by these drawings and specifications are the property and copyright of The B.C.S. Group, L.L.C., and shall neither be used on any other work nor used by any other person for any use whatsoever without written permission of The B.C.S. Group, L.L.C. REVISIONS: rermit Set Value field emptg Value field emptg 46' BUILDING HEIGHT LIMIT _ BULDLNG_HEIGHT_UMII E-46LABQVE- GRADE ELANE '~\.'11 ALUMINUMM TRIM TO -- MATCH EXISTING - 6 AREA OF ROOF TO BE RAISED 4 ALUMINUMM TRIM TO 0 ~ T.O. PARAPET = 141'-6 1/4" 1 4 T.O. PARAPET = 141'-6 1/4" ~ ~ 0-- MATCH EXISTING NEW CEMENTITIOUS LYA --1 STUCCO SYSTEM TO MATCH - EXISTING ROOF TO REMAIN O NEW CEMENTITIOUS EXISTING Z - STUCCO SYSTEM TO MATCH NEW SLIDING DOORS WITH - 1 Q / \ ,%- EXISTING \ 12 ,/ NEW SLIDING DOORS WITH TRANSOMS-- EXISTING ROOF PARAPET BEY~D -~ - TRANSOMS DECK GUARD WALL TO '< ' > i DECK GUARD WALL TO REMAIN ~~~~-Â·Â·Â·~ ~--.<- REMAIN DECKGUARD WALL PER CODE TO REMAIN-Â·Â·Â·Â·-~~~\~ 4 F 4th LEVEL = 127'-1" - 4th LEVEL = 127'-1" - 1- 124 P- ]11 i , LU O .- 0- IJ 3rd LEVEL = 118'-2" 3rd LEVEL = 1187 - 4 .- VA- - Er,<0 t-741/ i'.. : CAKE>ONDALE 0167 WILLOW LANE - - 9 COLORADO 2nd LEVEL = 109'-3" 2nd LEVEL = 109'-3" 8!623 4 -t Y-- g.#I'Y. 4 i= ..M+ ..... : 71 ' 0 f, - af rMONE. * f -Id - 0 0 < a CA (970) 963-0990 L -O IJe MAIN LEVEL = 100'-0" ~ MAIN LEVEL = 100'-0" . . 09 L 3 04 Â· MAX â‚¬ M (970) 704-0885 ALLEY CLI I R.O.W. ~ J EMAIL A 2% bcs@quixnetnet BASEMENT LEVEL = 87'-10 1/4" aMLITTn~n: Building Elevations ' /tr Of LU E UJ E LU f = Of LU 22 z 0- 2 0- Z 0 -1 O -1 0 J 0 -1 a. O- a. 0- DATE: Mag 25, 2005 East Elevation /~\ South Elevation 5MLET NO: (1) A-201 - 3/16"= 1'-0" 3/16"= 1'-0" ... 3AN3AV NVINAH VSA '00Â¥hl 1 .. COVYRIGMT All design ideas, arrangements, and plans indicated by these - -- - - _ .RP!!=Pl-6!9_JiE!RHILIMILY M' 8@QME_GRE)E PLANE and shall neither be used on drawings and specifications -- are the property and copyright 6 AREA OF ROOF TO BE RAISED) \ of The B.C.S. Group, L.L.C., T.O. PARAPET = 141'-6 1/4Â· N / .. ZIJ .. /439 any other work nor used by / \ --i-EX]STING ROOF TOREMAIN ./ any other person for any use @% 1 whatsoever without written \ permission of The B.C.S. ..09 I Group, L.L.C. 4 / H 1 / - -> > S 3 li . ....> Â·i 11 @ S DECK GUAR[] WALL PER CODE TO REMAIN - 9 1 1 10 -2 'R m. REVISIONS: - - 11 IS' 1 mu . f'~: & - 6 4th LEVEL = 127'-1' - - 1 12 f.. 1 23 - 1 1 ~ 3rd LEVEL = 1187 2 2 ; 0 rermit 5et il ' ' 12 := r '%% :4 8% == 6% =a m *2â‚¬--M-Â«75 E E~ 9% 0 1 Â· 1 ?:?:4: . . . . 6 2nd LEVEL = 109-3" , . - ..,.. 15.2CS#G'- ~alue field emptg ~t Value field emptg i F > P ks :S MAIN LEVEL = 100'-0 9 m m ~ ALLEY F Lu !Â¥ w LU Z f Z ROARING FORK BUILDING 62 2 HYMAN AVENUE MALL =i R.O.W. 2 @J CL 75'-0' 20'-0" -: -< v: ..:..- -- ,v -,vwvv - -wvÂ·- --w-.w-.. v.-.-...wv v ..:.w -w 100'-0. * . -. .V+Y,Y,VÂ·.~Â·9Â·~Â·%Â· - 01 Site Section (1 ) - 1/8" = 1'-0" ALUMINUM PARAPET CAP TO MATCH ALUMINUM PARAPET CAP TO MATCH ~ < 1/4"/ft ,~ EXISTING TRIM ~ EXISTING TRIM Ill O 0 T.O. RAFTER = r.3 - .m=".f MIN. 11/7 RIGID FOAM INSUL. U U) O +13'-111/4" A.F.A 9.------=--"- EPDM ROOF MEMBRANE PER MAUF. L --. \ 1 - --- . 1 / 1 /4"/ft ROOF ASSEMBLY: .-0.--1 . 41-Ill ' ALUMINUM PARAPET CAP TO MATCH 0 T.O. PLATE = ~ h ROOF ASSEMBLY: 0 T.O. RAFTER = L. ---~ - - 3/4" PLYWD SHTG EPDM ROOF MEMBRANE PER MAUF. STEEL BAR JOISTS (REUSE EXISTING) 91-<O EXISTING TRIM +13'-9 3/4" A.F.F. ~ % ~ Â· Â·2~ PS.1 MIN. 1 1/2" RIGID FOAM INSUL. . ~- - , 7"BLOWN-IN RIGID FOAMINSUL +13'-11 1/4" A.F.F. run 1 1 1 0/1 / 1/4"m ROOF ASSEMBLY: - Â·Â· >~ { ~- 3/4" PLYWD SHTG 5/8" GYP BD EPDM ROOF MEMBRANE PER MAUR ~ Â· 0 T.O. PLATE= f Â· -- STEEL BAR JOISTS (REUSE EXISTING) +13'-4" A.F.F. .\ MIN. 1 1/2" RIGID FOAM INSUL. - 7" BLOWN-IN RIGID FOAM INSUL ~ FASCIA AND SOFFIT SYSTEM: 0 T.O. RAFTER = . iII 3/4" PLYWD SHTG 016/WILLOWLANE +13'-11 1/4" A.F.F. ' i 5/8" GYP BD r=-1 2'-0" \ 2x8 SUB-FASCIA 1 STEEL BAR JOISTS (REUSE EXISTING) CAKE>ONDALE 4 0 T.O. PLATE = 7 BLOWN-IN RIGID FOAM INsui 5/8" TYPE "X" EXTERIOR GYP BD - ALUMINUM TRIM TO MATCH EXISTING TRIM COLORADO ! 5/8" GYP BD WINDOW R.O. = OUTRIGGERS PER STRUCTURAL 81623 +13'-4" A. F.F. -6------~ 1. -4 k . l FASCIA AND SOFFIT SYSTEM: +11'-11" A.F.F. e ~- 2x8 SUB-FASCIA WALL ASSEMBLY: (MATCH OPPOSITE TRANSOMS) /19 - ALUMINUM PANEL SOFFIT TO MATCH EXISTING TRIM 5/8" TYPE "X" EXTERIOR GYP BD 5/8" GYP BD ALUMINUM TRIM TO MATCH EXISTING TRIM -- ~~~~~ 2x6 @ 16" WALL ASSEMBLY: R-19 F.G. BATT INSUL. HEADER PER STRUCTURAL OUTRIGGERS PER STRUCTURAL 5/8" GYP BD 0 WINDOW R.O. = - 5/8" TYPE "X" EXTERIOR GYP BD 2*6 @ 16" PMONE- 4-r +11'-11"A.F.F. ALUMINUM PANEL SOFFIT TO MATCH CEMENTITIOUS STUCCO SYSTEM TO MATCH R-19 F.G. BATT INSUL. (970) 965-0990 EXISTING TRIM EXISTING 5/8" TYPE "X" EXTERIOR GYP BD WALL ASSEMBLY: CEMENTITIOUS STUCCO SYSTEM TO MATCH L -2 '1 Ct HEADER PER STRUCTURAL 5/8" GYP BD EXISTING 03: 2x6 @ 16" EXTEND EXISTING FURRING TO O 9 - R-19 F.G. BATT INSUL. NEW CEILING ~' .- ~ ~ ~- RUN ROOF MEMBRANE i_ OVER WINDOW SILL @ I 5/8" TYPE "X" EXTERIOR GYP BD -4- ~ - L-------------.-~1 WINDOW AND UP CEMENTITIOUS STUCCO SYSTEM TO MATCH ,=31 ! ADJACENT WALL 18" MAX , EXISTING EXISTING TOP PLATE TO -' s (970) 704-0855 REMAIN U LIVING ROOM ~ cd E 0 T.O. PLATE = +7'-9" A.F.F. | - $ E-1 EMAIL LIVING ROOM Ha bcs@guixnet.net LIVING ROOM \BEDROOM IE EXISTING ROOF STRUCTURE, 5MEETT~LE: EXISTING 8" CMU WALL -~ ~ Site/Bldg Section & Dtls EXISTING 2x4 WALL - INSULATION AND WATERPROOFING SYSTEM TO REMAIN DATE: Mag 25,2003 03 south Wall Section (1 West Wall Section 43 3 5MCIT NO: ~ North Wall Section - 3/4" = 100" - 3/40 = 1'-0" 3/4" = 1'-0" A-301 0 0 - PROPERTY Alk13dOhld 3AN3AV NVIAIAH VSA '00Â¥hl us.*Clo!*