Loading...
HomeMy WebLinkAboutB18-0218_REV1 approved plans_1534977727.pdf IA" CIF d' tpv 'Ill 1111..x. C X007 08/22/18 Residence 1800 SIERRATRAIL VAIL COLORADO CURRENT ARCHITECTS AND ASSOCIATES PO BOX 5293 GENERAL NOTES : PROJECT LOCATION : PROJECT SUMMARY : DRAWING INDEX . VAIL,COLORADO 81657 970 331.6345 1. DO NOT SCALE DRAWINGS. � � Y�.- ,� r � - , � i� � � �. " '� � 0 71' "i"�� � � www.currentarchitects com ,. - , • A po' F -di f" -, ,d ' °` �rk CODE: ARCHITECTURAL 2. VERIFYALL DIMENSIONS, CONDITIONS,AND UTILITY LOCATIONS PRIOR TO BEGINNING ANY - ,_' ", :�� ;y > '� , s �, �- -- . ri , ��" q 2009 INTERNATIONAL RESIDENTIAL CODE A 000 COVER SHEET .�k 3 ,y-.. . . ',, -" �: FCO/O WORK OR ORDERING ANY MATERIALS. NOTIFYARCHITECTOF ANY CONE LICTSOR �; F `, ;; n ,7'; ,7k ' A 001 GRFAANALYSIS , DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY. ' ` •" ; x ••jr i ZONING: �-9 /, -/'w. MICH� - c; - • 4' A 100 EXISTINGLOWERLEVELPLANQ • . F ,60 •- -- - /. '``� _ �,� r ;; �% PLANNED URBAN DEVELOPMENT (� CURRENT 3. AREAS OF CONE LICTSOR DISCREPANCIES MUST BE FULLYRESOLVED WITH WRITTEN $m q T' '- ' : ��, " y.r tom - A 101 EXISTING AND PROPOSED MAIN LEVEL PLAN 1 . >' APPROVAL FROMTHEARCHITECTS BEFORECONSTRUCTIONCONTINUES IN THESE '1/4 �� = 4111; * 1s , i �.... tf` ' - ! �" ..�w ~•--,,f,„1.3 ,-.71,. r ��' vk ' K ` ':� - -�. - OCCUPANCY CLASSIFICATION: A 102 EXISTING AND PROPOSED UPPER LEVEL PLAN rfVV //! t/ PARTICULAR AREAS. ; fr.., ., ! '.R r `. '- p ie F, _ h -' 'eT ,, .2 _ J , ,0%,),!,,-.0 ,., • ,. "'�' � -' ' ^;; -r,- :,• '- •` TYPE R DIV. 3 C. 402525 r STRUCTURAL 4. PLAN DIMENSIONS ARE TO FACEOF STUD,CENTERLINE OF STEEL,TIMBER,STUD r °® s �,.g t V' ., .. ? �' � .x'` " i. /1/� -- - � COLUMNS, OR FACEOF CONCRETE UNLESS OTHERWISE NOTED. SECTION AND ELEVATION 0.-: 4. • , =• . . _ ail I Art., - .:47-44+ CONSTRUCTION CLASSIFICATION: SO GENERAL NOTES FD ARG DIMENSIONS ARE TO TOP OF CONCRETE,TOP OF PLYWOOD,OR TOP OF WALL PLATES OR i . ,� _Am , , ':,...V j•3,. 4'`, --,3. .' +• ' • r ,. TYPE V-B S 1 F RAMINGPLANS BEAMS UNLESS OTHERWISE NOTED. �'.v "f-/ ' - 'N.; I-_ r/ elk- °'-., -po �'` ., - i A. - •-R .. , 5 •- ' - . rE�d-o-- Id. _ '" • r Tsai- - ,y�, .+ • . . ,c : .�, S2 DETAILS ` y': ��-.,, ` r. t t. ASBESTOS TESTING OF EXISTING CONDITIONS: 5. PROVIDEALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS INCLUDE - / tb • r ' 1•, - ` • •.' y BUT ARE NOT LIMITED TO CEILING AND WALL MOUNTED FIXTURES,TOILETS,TOILET .-; 4; ;/ , �" - i1_ gin- ss/ w� •i NEGATIVE, SEE REPORT ACCESSORIES,CABINETRY, COUNTERTOPS,SHELVES,CLOSET RODS AND FALSEBEAMS. a: s •i,. - jr, '°1` 4<< ,1 6. REF ERTO F LOORPLANS F OR DOOR LOCATIONS. REF ERTO DOOR SCHEDULE F OR DOOR e• e ";' e4,14' TYPES. { it G' `` • r: :44111114:,..r, , - 1 7 . : - ♦ •LTi; .A' V.2i r,onl-Ref :i r .., - 7. REF ERTO FLOORPLANS FORWINDOW LOCATIONS. REF ERTO WINDOW SCHEDULE FOR ; ; ,.. Aim- +fi '. , 1 -'` 7 WINDOW TYPES. - �+ -. :j. _ - ••> „ 8. COORDINATE ALL ELECTRICAL AND MECHANICAL F IXTURESTO F IT WITHIN CEILING FLOOR '� F:fi' e- t AND WALL SPACES. VERIFYWITHARCHITECT WHEN DIVERTING FROMDRAWINGS. .-- { - - at�T" .. 0' �,>? 0 4i.Ilirh c. e geQa' + — 9. IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED BY THE CONTRACTOR ' + , �., ,< . F OR CONSTRUCTION OF ANY ASPECT OF THE PROJECT,THEY SHALL IMMEDIATELY NOTIFY � _> :; • THE ARCHITECT. FAILURETO GIVE 10 DAY NOTICE TO ARCHITECT SHALL NOT CONSTITUTE A DELAY IN THE PROJECT. 10. THE GENERAL CONTRACTORSHALL BE RESPONSIBLE F OR SATISF YINGALL APPLICABLE 1800 SIERRA TRAIL /\ CODES AND OBTAINING ALL PERMITS AND REQUIRED APPROVALS. COMPLIANCE WITH ALL VAIL, COLORADO Mr CURRENT CODES IS MANDATORY. THE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT 81657 WORK THAT DOES NOT CONE ORMTO ALL RELEVANT CODES INCLUDING THE INTERNATIONAL BUILDING CODE AND ALL LOCAL AND REGIONAL CODES. 11. THE GENERAL CONTRACTORAND SUBCONTRACTORS SHALL F IELDCOORDINATE AND OBTAIN APPROVALS F ROMTHE ARCHITECT/ENGINEER BEF OREANY CUTTING, NOTCHING, OR DRILLING OF ANY CAST-IN-PLACE CONCRETE,STRUCTURAL F RAMING,OR ANY OTHER STRUCTURAL ELEMENTS WHICH MAY AF F ECTTHE STRUCTURAL INTEGRITY OF THE CONSTRUCTION. PROJECT TEAM W 12. THE GENERAL CONTRACTORSHALL VERIFYALL EXISTING GRADES AND SCALE OUT THE ' ` BUILDING F OOTPRINTF OR OWNER AND ARCHITECT APPROVAL PRIOR TO BEGINNING ANY V SITE WORK. ARCHITECT: 13. THE OWNER HAS BEEN ADVISED THAT DUE TO HARSH WINTER CONDITIONS,ROOF& CURRENT ARCHITECTS W DECK SURFACESMUST BE MAINTAINED REASONABLY F REEOF ICE &SNOW TO ENSURE Q MINIMAL PROBLEMS WITH THESE SURFACES. PO BOX 9253 VAIL, CO 81657 �— 14. SUBSTITUTIONS OF"EQUAL"PRODUCTS WILL BE ACCEPTABLE WITH ARCHITECT'S WWW.CURRENTARCHITECTS.COM V J WRITTEN APPROVAL. PHONE: 970-331-6345 W 15. IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE GENERAL CONTACT: MICHAEL CURRENT CONTRACTORAND EACH SUBCONTRACTORPROVIDEALL LABOR,MATERIALS TRANSPORTATION, SUPPLIES,EQUIPMENT, ETC.TO OBTAIN A COMPLETE JOB WITHIN THE RECOGNIZED STANDARDS OF THE INDUSTRY. STRUCTURAL ENGINEER: KERRIGAN ENGINEERING I— J 16. ALL CONSTRUCTION IS TO F IT WITHIN THE BUILDING ENVELOPE AND/OR OUTSIDE SETBACKS WITHOUT CREATING EASEMENTS. NOTIFYARCHITECTIMMEDIATELY OFANY PO BOX 3032 T O Q< 0 o DISCREPANCIES. EAGLE, CO 81631 U ~ Q CL 17. THE GENERAL CONTRACTORSHALL F IELDVERIFYTHE LOCATIONS OF ALL EXISTING PHONE: 970-331-4733 < CC 0 UTILITIES. ALL UTILITIES SHALL BE LOCATED TO MINIMIZE EXCAVATION AND VEGETATION _I CONTACT: SEAN KERRIGAN IMPACTS TO THE SITE. T I L.I 0 18. THE GENERAL CONTRACTORSHALL MINIMIZE THE LIMITS OF EXCAVATION AND TAKE GENERAL CONTRACTOR: U o J ADEQUATE MEASURES TO PROTECT ALL VEGETATION BEYOND THE LIMITS OF EXCAVATION. v,' ^ oo j ALL AREAS OF DISTURBANCE SHALL BE RE-VEGETATED TO BLEND WITH THE NON-DISTURBED LMS CONSTRUCTION LANDSCAPE. PO BOX 3497 19. THE SOILS REPORT IS AVAILABLE F ROMOWNER'S SOILS ENGINEER. VAIL, CO 81657 PHONE: 970-393-2163 PROJECT : 17-SCH 20. GENERAL CONTRACTOR SHALL VERIFYALL SITE DEVELOPMENT WITH LANDSCAPE CONTACT: LEE SEDOTA CONSTRUCTION DOCUMENTS. THE SITE PLAN IS FOR GRADING AND LANDSCAPE PLAN IS DRAWN B Y : - FORLAYOUT; IN CASE OF ANY DISCREPANCIES VERIFYWITH ARCHITECT. DATE : 06.25.2018 REVISIONS : COVER SHEET q° CIF le .z. C 01 X07 08/22/18 p CURRENT ARCHITECTS PO,ftJd ," AND ASSOCIATES PO BOX 5293 % Orf 1 VAIL,COOLORAD045 657 90 r w�nrw.currentarch itects.com r pr �� �� �� ����� �Q- W. MICHAEL ����� ��� (, CURRENT -57,(:) /`� 1�/� C1 40252y(i) MAIN LEVEL AREA: 2`SFQAR 2 070sf � I G RFAANALYSIS: ' ZONING: TWO-FAMILY P/S /. A 0 LOT AREA: 10,634sf / SITE COVERAGEALLOWED: 2,127sf \ / SITE COVERAGEEXISTING: 2,080sf `. iti GRFAALLOWED: 4,841sf ., GRFAEXISTINGAND PROPOSED: ��,', 44 I A ,e,� LOWER LEVEL: 434sf MAIN LEVEL: 2,071sf UPPER LEVEL: 1,187sf TOTAL: 3,692sf *LOWER LEVEL INCLUDES 600sf GARAG ECREDIT,AND CRAWLSPACE OVER 5' IN HEIGHT,BUT DOES NOT INCLUDE BELOW GRADEWALL DEDUCTION. MAIN LEVEL INCLUDES CRAWL/STORAGE AREA SPACES OVER 5' IN HEIGHT. (2)MAIN LEVEL AREA PLAN 1/8"= 1'-0" w 0 Z ADDITIONAL,FOUND,VAULTED, ILI LOFT SPACE,COUNT THIS AREA TWICE FOR G RFA(178SF) -iQ rr (/)/ (04. ‘IP 4"/ 0 A12 ______4, .-' A, VA ar ' L J v- ,,.-.Ar- - 1 At _1 lifAv4- 0 N UQ � Q i O I D J L--1 JL w 0 r S---t J L 1 1 41 r L--J -I V J UPPER LEVEL ' U o J AREA: 1,009sL /: d, V Ir Il� / PROJECT : 17-SCH jAr ,r. DRAWN BY . - LOWERLEVELr DATE : 06.25.2018 4 AREA: 1 034sf ... 1 REVISIONS : \ 1 1, VI 1 SITE PLANS UPPER LEVEL AREA PLAN LOWER LEVEL AREA PLAN °F I/4 it; 11111011 5.% 0 08/22/18 / 7'_0" 37'-92' 7._22.. / **EXISTING CONDITIONS DIMENSIONS FOR REFERENCE ONLY CURRENT r _ \ ARCHITECTS AND ASSOCIATES PO BOX 5293 VAIL,COLORADO 81 657 970 331.6345 w}nrw.currentarch itects.corn t N 4,OF C°L0'5) it,...'Sr W. MICHAEL -1Q (r) CUR ENT 0 ~ L FOUNDATION FOOTER/STEP TYP. J c<0, 2525 ,�C� r 1 D ARG ` FOUNDATION �1- PAD. N r 1 I 1 FOUNDATION r J PAD. L 1 1 L J I— r J L 1 I t 1— r 1 I J L 1 F L J FOUNDATION FOOTER/STEP TYP. 1 SIN Co L J \ CRAWL 205 SQ-FT.OVER 5' l' w / . ` 0 Z UP w 0 / J \\ // w 0 \ / \ / J � �/ OI- < N �/ \ / LLO _ � � = w O U1 U vow GARAGE PROJECT : 17-SCH DRAWN BY : - DATE : 05.15.2018 REVISIONS : / 33'-0" 23'-0" J. FLOOR PLANS 0 EXISTING LOWER LEVEL PLAN A 1 0 0 1/4"=1'-0" 0 co4,61ti OF 10 . _ , z -"hop 10 ELECTRICAL LOAD CALCULATIONS: LIGHTING SYMBOLS GENERAL ELECTRICAL NOTES: 08/22/18 EXISTING HOME ELECTRICAL SERVICE: 150 AMPS OA RECESSED CAN LIGHT: 1. POWER AND LIGHTING DISTRIBUTION TO FIXED DOWN LIGHT FOLLOW REQUIREMENTS PER 2015 IRC TOTAL LIGHTING LOAD(3500SF @ 3VA/FT): 10,500 VA TWO 20A APPLIANCE OUTLET CIRCUITS: 3,000 VA 2. POWER AND LIGHTING TO CONFORM TO LAUNDRY CIRCUIT: 1,500 VA © RECESSED LENSED SHOWER LIGHT THE 2014 NATIONAL ELECTRIC CODE. RANGE: 10,000 VA WATER HEATER: GAS NrA SURFACE MOUNTED LIGHT FIXTURE 2. PER 2015 IECC, 75% OF ALL NEW LIGHTING DISHWASHER: 1,500 VA TO BE HIGH EFFICACY CLOTHES WASHER: 1,500 VA CLOTHES DRYER: 5,000 VA S SWITCH 3. ALL EXISTING OUTLETS&SWITCHES TO CURRENT MICROWAVE: 1,500 VA REMAIN,MODIFICATIONS AS SHOWN ON FURNACE(2): 3,000 VA PLANS,VFY NEW SWITCH LOCATIONS ARCHITECTS HOT TUB: 1,500 VA /0/ BATHROOM EXHAUST FAN DISPOSAL: 1,500 VA 4. ELECTRICAL WALK-THRU IS REQUIRED AND ASSOCIATES HEAT TAPE: 2,000 VA WITH ARCHITECT AT ROUGH-IN TOTAL: 42,500 VA 0 COMBINATION SMOKE AND PO BOX 5293 CARBON MONOXIDE DETECTOR 5. TYPICAL COLOR OF OUTLETS, SWITCHES, VAIL,COLORADO 81657 APPLICATION OF DEMAND FACTOR(220.82 b) AND COVERS(LUTRON ARCHITECTURAL 970 331.6345 MATTE): ALMOND (AL)DRYWALL wnrw:currentarchiteci .com FIRST 10 KVA OF GENERAL LOAD @ 100%: 10,000 VA GROUND FAULT DUPLEX OUTLET, LOCATIONS; BROWN(BR)STONE & REMAINDER OF GENERAL LOAD @ 40%: 13,000 VA +42" U.O.N. NATURAL WOOD LOCATIONS, VERIFY. TOTAL: 23,000 VA 6. TYPICAL SWITCH HEIGHTS: 48"AFF TOC / 23,000 VA/240 VOLTS= 96 AMPS THE TOP OF SWITCH BOX FOR STANDARD coO`0i5) SWITCHES, +42"AFF TTT FOR BESIDE Q. W. MICHAEL EXISTING SERVICE= 96 AMPS SWITCHES (� CUR ENT -1,0 7. LED LIGHT COLOR TEMPERATURES: CLOSETS AND BATHS=4000K (WHITE) 1.- ALL OTHER LOCS = 3000K(WARM WHITE) _..C) 402525 / 13'_3" / 13'-62" / 8'-6" -vs `�\� • A i a i a i mi imi i li i iii iii i is N il 1:11 7'• 11' ," , ,,, r „..„ , , , , . , , , , , , / ,,. „,, , r , , , , / il'' , r 3z Piro ikliaallt re, / / . ' . s , / ¢r / / NEW BATH FOR BEDROOM 2. INCLUDES / 3.-0” 4.-0" /1.-6"/1.-6"/ 1' 6"/1' 6"/ 3.-0" / CRAWL/STORAGE / 2.-6" /1.-6"/1.-6"/ 1-6/1-6 / 3' 0" / , ,,,,,y' ri �� , i., „ DEMO OF EXISTING FLOOR& STAIR FRAMING TO EXTEND EXISTING LANDING, ' ; L SPACE OlfER I VERIFY LOC. OF CLOSET ABOVE,ALIGN {. a . I WEST WALL .V...- AND VENTILATION �pit ,... , / .> i` EXISTING STEP AND ELEC PANEL TO -re/1;e, ,r' f+ idiggP 111D ' tii2 1111/7 / " //./- i ,,J ----_ '.• ,. , e _.r ,•• i ... - WO PER IRC R303.3 / ,- I / , REMAIN 1 ------ e, ,,, .e,"ft ,, , , / / / e,0. ,f, / / . �: - - n i� �o �1 i / NEW BATH IN EXISTING CRAWL, �q�� - iii in -----.--�,5? ID 1 , ., \ , �i:v i � 7 Q.. _ ._ \ ------ ti �? o ONE STEP AT ENTRY IF REQ'D. f „ , / ,. / .. ,. . __,____. �r .. �� �\ I coo - �-� r,--. .. f ) 0x8 \ \$ S N (N 3 0 3._6__)__..}(66 30x66 co z ► . r '` , .h' NO CHANGE TO EXISTING SMOKE AND CO DETECTORS s �r / EGRESS COMPONENTS IN ANY PER IRC R314AND R315 li ..; F � ,: . �,p '' �_*� SLEEPING ROOM, EXCEPT , _ R _ �' �_ 6 _ POSSIBLE ADDITIONAL STORAGE I. 3'-6” 7-4" - z 2 4 / g /1. 71./ LOCATION UNDER STAIRS FOR # it i 62„7 BEDROOM 4? � �� VERIFY WORKING SMOKE AND + 4 i CO DETECTORS PER IRC R314 BEDROOM BEDROOM ,: AND R315 INSIDE EACH 2 x 4 (NEW) REPLACE EXISTING NON EGRESS WINDOW WITH NEW +/-34"x60"CASEMENT WINDOW, 33 r — ,, SLEEPING ROOM AND OUTSIDE - M - NEW HEADER NOT REQ'D,LOWER SILL TO 4'i EACH SLEEPING ARE INSTALL 34 AFF n1 _ I AREA, Z 32, ± am �° •w- . """• 0 is. NEW AS REQ'D. �_ - ���o TWO STEPS AT ENTRY TO BEDRM TO REMAIN I 'It/ /- — 3'-4" y/ ±2.52 / (STEPS ARE+/-6"EA. LAUNDRY-12" BELOW BEDRC ......„,, iik / do / DOOR DOES NOT SWING OVER STEP) w .1„ iii gli \ CI) � , ,____ .. r ' I i I q �,� UP •-M i� NEW CLOSET 7 „ _ ,..IIDie .i..,„1,:t, . _ en:: • n ,, _hilt.. _ . ., kg MS/ -I It: Tel i.,. Tit .. ___ , _ 1.,... 1 #0. . 'urco , • -s• i W v .i.-- • lim _....1.' - ...il ” - 1.4 !HIS i 0 if..... I/ iiihrigia cl . UP I II 111 Iy0 ill , I ' .. _,..._. 1I. thizogi 4-il 1L, \ I [� ill 4-1 F • !I J , 1 mi . 1 _ , ; Igo -re. - 1 y_. mill I -411 1PIMale . - is a /_-MN.S +R+ A. 1 iNit f mr ' - -- i io p . i i '+ ��YFF l _ 0 b: <CI 5,4 :1 • i WIPP' 1.m.iiimmimnin.mifti.mdii �. = I 1 I I I < Ct O 441 = u) . ...__...1.-m. t- •,.-L.r 7 PI *41°° ...- w O U 0 II.I iih:; , i ii.:.L. I wo c 0,c, ,.<__i-- e ' -7----1-.• L.........,. .,________ 0, .. _ _ _ _ A ‘ 0 Q ! r GREAT. ROOD t ' I ,1 '41.1 101 ' PROJECT : 17-SCH iiir 1 OA . iALi G 0 DRAWN BY : - j � DATE : 06.12.2018 r .1, ' . • I0 th 4 REVISIONS : Mr OWt , • ID 'NN-k id ei, ei 11 $ - : fil • itlir . 1 6 c . op )1(.., 0 iv IP. ,. 1 i 7. FLOOR PLANS A 1 0 1 1 0 EXISTING MAIN LEVEL PLAN ,, PROPOSED MAIN LEVEL PLAN 1/4"= 1'-0" /� 1/4"=1'-0" I\/ 40 °F,,, ..„.........,,,,.. ,.; , ,.., , z , k,.. _,Qin.o, n 08/22/18 8 I' _ 4, is •• + . ‘' CURRENT f / ADD'L OPEN LOFT SPACE --- VERIFY WORKING SMOKE AND ARCHITECTS / ABOVE NEW BATH CEILING, RE: i CO DETECTORS PER IRC R314 AND ASSOCIATES / STRUCT. (±178SF) AND R315 INSIDE EACH NEW BATH FOR BEDROOM 3. / / SLEEPING ROOM AND OUTSIDE PO BOX 5293 1 0 1 e41 V c RAISE FLOOR UP TO LEVELEACH SLEEPING AREA,INSTALL VAIL,COLORADO 81657 — - ±9'-114" / 970.331.6345 i WITH EXISTING BEDROOM. NEW NEW AS REQ'D. - DOOR AND DEMO OF EXISTING i mvw.curentarchitects.corn A '-'' in STAIRS TO MIDLEVEL / I IliINN t - �/ + +.:— + t - LIGHT AND VENTILATION ■ • r'' ' 1 ! PER IRC R303.3 j1 C / OrCO.-; / 28O / 1 ! 1! r �/r e — / O O _ I W. MICHAEL �Q Ir" 0 711E-PO ` 4I ■11 I LI° _.-___ _ ....-- A \ J i CUR ENT 0 1 I in �} / BEDROOM�D 1�1P 8 ' = t - --- -� / 3 C� 4025251 _ ,. - //// 77// ////f////// 0 4/Svtia j• ' 14 a _;� IA .. ._ s I FD ARG er tiliTi Z1 [ ,it ,k • /a 1 i il L ; -- 2'-104 ' 2, 8" J 7'-8q ,-1,1 HIGH BATH BATHROOM 2 MASTER )(\ I �' CD ro STORAGE BELOW BATH b ; 1 (STORAGE ABOVE) Iii al 0 L c -+ Ild C:c ' _ NI N � _)L N ) ( .fir IIn ` y it :t BEDROOM ti 2 — 11)f MASTER \ 1 r + BELOW CLO DN - - 40 Q#s I) ( 3Nezt r--- - — -f 03 • MAS r{$ SUITE A ®AP -1 - 0-\ - - MASTER M UJ IU II r I w / # r N �. • I —/ • V ) I w oc r!\ es'""t 1 1 I J 0 ..\ N.e' 1 Z g D / i UQ < / QCCo / 1 w o \._.. / 1 = U) U - l�.i :•W. C I (I) I N. r^� _.A e I 1 dr--4. ...... �l �� PROJECT : 17-SCH k. T DRAWN BY : I DATE : 06.25.2018 1 I 1 j REVISIONS : I I I I ! 1 1 IL /I'.. IDP i5s..45)ft: , ..• • •==••• •• ••• !II=• •. i• .....kizi n / 4k• FLOOR PLANS A102 •EXISTINGUPPERLEVELPLAN 0 •PROPOSED UPPER LEVEL PLAN 410 i ►nnr-n I r'1 Ir-1 r'r 0-41 r, n, A A 0 °F I/4 e Structural Wood Framing: b Design Criteria: Oj A. All framing and truss lumber shall be of dry Douglas Fir-Larch (DF),graded by Western Wood Products according to the following Airea101.i Code Edition: 2015 IRC recommendations. All 2" nominal lumber, except studs shall be of DF#2 or better, and solid timber beams and post 3" nominal and wider 08/22/18 shall be DF#2. B. All studs shall be of Stud Grade Douglas Fir or Hem-Fir (HF). Live Loads: C. Built-up 2x nominal lumber members shall be of the following requirements: Floor 40 psf Element Connection Dead Loads: Floor 15 psf Beams 2x - DF#2 or better (2)-rows of I 2d nails @ 12" o.c. (size per plan) or (2)-rows of 1/2" dia. thru-bolts @ 24" o.c. This project only entails interior remodeling. Roof structure is not to be modified. Beams 3x - DF#2 (2)-rows of I 2d nails @ 12" o.c. (size per plan) or (2)-rows of 1/2" dia. thru-bolts @ 24" o.c. Posts DF or HF #2 or better (2)-rows of I 2d nails @ 6" o.c. 2x4 or 2x6 studs Foundations: D. Top and bottom plates shall be of Douglas Fir-Larch or Hem-Fir#2 or better. Plates in direct contact with concrete or masonry shall be A. Continuous concrete footings and foundations are based upon a maximum allowable design soil bearing pressure of 1000psf of pressure treated Hem-Fir#2. Preservative treated lumber requires all connections and nailing be galvanived per code. (dead load plus full live load). E. For all solid or built-up columns bearing through floor joist spaces,provide blocking in joist space with cross sectional area to match B. All footings shall bear on firm,undisturbed natural soil or properly compacted structural fill in accordance with the recommendations of a geotechnical engineer. Center all footings under walls,columns or grid lines unless otherwise noted on column above. Typical door/window headers noted on plans consisting of a single stud are exempt from this requirement. plans and details. F. Except as otherwise noted,the minimum nailing shall be provided as specified in the "Nailing Schedules (IBC Table 2304.9.1). C. Avoid excessive wetting or drying of the excavations, keeping the excavation reasonably free from water during placement of G. Bolts used for wood framing connections shall be installed with standard washers and nuts. concrete. H. Unless noted otherwise, steel connectors such as those manufactured by the Simpson Company shall be used to join rafters, joists or D. Contractor shall retain a licensed geotechnical engineer to verify soils conditions during excavation. Verify any discrepancies beams to other beams at flush-framed conditions. Use all specified nails. Connector conditions not otherwise noted shall utilize Type U from the original values in writing to structural engineer for re-evaluation of the foundation design. or Type HU hangers of a size specifically designed for the member supported,as shown in the manufacturer's published tables. Contact structural engineer for details as required. 1. Manufactured joists shall be from an approved manufacturer and shall be equivalent in load carrying capacity and deflection criteria to joists shown on plans. Provide blocking,bracing,web stiffeners and other accessories as required by the manufacturer. Alternative joists of the Reinforced Concrete: same depth and spacing may be considered provided their load carrying capacity is equivalent or greater bending, shear and deflection. All A. All structural concrete has been designed in accordance with ACI 318. All structural concrete construction work shall conform to joist alternatives shall be approved by the Engineer of Record(EOR) prior to use. ACI 301 (latest edition) unless noted otherwise. J. Laminated Veneer Lumber(LVL)shall have the following stress properties: B. Cast in place concrete shall be made with type I/II sulfate-resistant cement to maintain the following requirements.Admixtures • Flexural stress 2800 psi containing chloride salts shall not be used. • Modulus of elasticity 2,000,000 psi • Tension parallel to grain 2100 psi Element: F'c Mix Type Max W/C Ratio % Air • Compression parallel to grain 3000 psi Foundations& Footings 3000 psi ---- --- • Compression perpendicular to grain 900 psi Interior Slabs on Grade 3000 psi 0.5 ---- • Horizontal shear 285 psi Exterior Slabs 4500 psi 0.45 6-8% L. For multiple member beam connections, unless noted otherwise in manufacturer's specification, use the following guide: • Strong-axis Loading of Beams (vertical loading): C. Concrete coverage for reinforcing steel shall provide the following: 1. For members 12" deep or less, nail each member to the next with (2)-rows of I 2d nails @ 12" o.c. 1. Concrete poured permanently against earth: 3 2. For members greater than 12" deep, nail each member to the next with (3)-rows of I 2d nails at 12" o.c. 2. Concrete poured in forms(exposed to weather or earth): 2" 3. For four member beams, bolt through with (2)-rows of 1/2" dia. bolts staggered at 12" o.c. 3. Concrete(not exposed to weather or earth) • Weak-axis Loading of Beams (lateral loading): • Slabs and walls 3/4" 1. For two or three member beams, nail each member to the next with (3)-rows of I 2d nails @ 12" o.c. • Beams and columns I 1/2" 2. For four member beams, bolt through with (2)-rows of 1/2" dia. bolts at 12" o.c. D. Concrete slabs on grade shall have sawn or trowel cut control joints at a maximum spacing of 12'-0" in each direction or 144 sq-ft 3. For members consisting of more than four members,contact structural engineer. within 12 hours of pouring. Carry reinforcement through joints and locate isolation joints around columns at exterior wall. Consult M. Framing Notes: engineer prior to connecting the slab on grade to other portions of the superstructure. • Interior Load Bearing Walls: E. Hot and cold weather concreting procedures shall conform to the recommendations in the ACI Manual of Concrete Practice. F. Anchor bolts in wood sill plates shall be spaced at a maximum of 24" on center,with one anchor at 12" from each end or corner a. Interior load bearing walls are 2x4 or 2x6 studs (as indicated on plans) @ 16" o.c. with 1/2" plywood wallboard,unless noted and a minimum of two anchors per piece. otherwise. Cap with double top plate installed to provide overlapping at corners and at intersections with other partitions. If G. Expansion bolts shall be placed a minimum of 6 bolt diameters from concrete edge and maintain a 10 bolt diameter in spacing,unless overlap is not possible,strap top plates together with metal strap ties (Simpson ST292 or equivalent). noted otherwise. b. Floor and roof framing members must be aligned to bear within 5" of stud beneath. H. Any stop in concrete work must be made at third point of span with vertical bulkheads and horizontal shear keys,unless noted c. Provide(2)-2x10 headers over all openings in wall,with (I)-2x4 or (I)-2x6 trimmer and (I)-2x4 or (I)-2x6 king stud each end, otherwise.Slabs,footings,beams and walls shall not have joints in a horizontal plane. unless noted otherwise. d. At beam bearing locations in stud walls, provide multiple-stud posts equal to width of bearing member unless noted otherwise. • Floor Construction: a. Provide 3/4" thick APA rated Sturdifloor rated @ 24" o.c., tongue and groove,exposure 1. Glue and nail panels with I Od nails @ 6" o.c. along panel edges and @ 12" o.c. at intermediate supports,unless noted otherwise. Install sheathing with long dimension Reinforcing Steel: perpendicular to joists and end joints staggered. A. All reinforcement detailing,fabrication and placement shall conform to the ACI Details and Detailing of Reinforcement (ACI 315). b. Provide solid blocking between floor joists at all bearing locations. Blocking material shall match floor joist material. B. All reinforcing shall be of high grade deformed bars conforming to ASTM A615, grade 60, except ties and anchors which shall conform c. Panels shall be identified with the grade-trademark of the American Plywood Association and shall meet the requirements of U.S. to ASTM A615,grade 40 or ASTM A706,grade 60. product standard PSI, latest edition for plywood. C. Welded wire fabric shall conform to ASTM A 185,grade 60 and be lapped a minimum of one full mesh plus two inches at side and end d. Floor construction shall have blocking at intervals not greater than 8'-0. splices and be wired together. D. Lap splices of reinforcement, where permitted,shall be a minimum of 48 bar diameters for#6 bar and smaller and 80 bar diameters for#7 and #8 bar,unless noted otherwise. Contact engineer for splicing recommendations prior to construction where not Structural Wood Framing Below Grade: specifically detailed or noted. Do not weld or use mechanical splicing. A. All 2" nominal lumber shall be Hem Fir or Southern Pine#2 or better, pressuretreated in accordance with the treating and drying E. Continuous top bars shall be spliced at mid-span and continuous bottom bars over supports. requirements of the American Wood Preservers Bureau(AWPB-FDN) Standards. F. At corners make bar continuous through discontinuity or provide corner bars. Corner bars to extend 3'-0" each side of corner. ,� B. Required preservative salt retention shall be 0.60 pounds per cubic foot of wood. Place two#5's (per 8" of thickness)to extend a minimum of 21-6" around all openings/steps in walls,slabs and beams. Provide#5 x diagonal at all openings/steps in walls,slabs and beams. C. Alternatively, 2" nominal lumber may be untreated California Redwood#2 or better. Notify structural engineer if this option is to be used. 5-0 G. Contractor shall place (2)-#5's vertically full height of wall at high side of all wall steps higher that 4'-0" in addition to wall reinforcing D. Exterior plywood sheathing shall be APA rated plywood with thickness and identification index as noted on drawings,pressure treated shown otherwise. according to AWPB-FND Standards. Unless noted otherwise,plywood shall be installed with face grain horizontal to studs and joints H. Extend reinforcing steel a minimum of 2'-6" through cold joints and coordinate cold joint locations with structural engineer. staggered. E. Edges of lumber and plywood cut after treatment must be field treated with the same preservative used in the original treatment. Cuts that occur 8" or more above grade need not be field treated. Structural Steel: F. Fasteners used to connect treated lumber and plywood members must be corrosion resistant. Type 304 or 316 stainless steel fasteners A. Structural steel shall be detailed,fabricated and erected in accordance with the latest provisions of AISC"Manual of Steel (nails or screws)are required for attaching plywood to lumber. Hot-dipped or hot-tumbled galvanized nails may be used for Construction". lumber-to-lumber connections. B. All structural steel rolled shapes, including plates and angles,shall conform to ASTM A36. Tube shapes shall conform to ASTM G. Caulk plywood joints with an acrylic latex caulk and apply 6-mil polyethylene vapor barrier to the outside face of walls prior to backfilling. A500 Grade B. Pipe columns shall conform to ASTM A53. The latest editions of these requirements shall be used. Steel supplier H. Provide foundation drainage according to the recommendations of the geotechnical engineer. may optionally provide ASTM Grade 50. 1. Do not backfill against wood retaining walls until all lateral supporting elements are in place. This includes floor framing at the top of the C. All structural bolts used in steel framing shall be as shown and or noted. All anchor bolts shall be of ASTM A307 or manufactured wall and concrete slab or floor framing at the bottom of wall. expansion anchors as shown. D. All welding shall be performed by an AWS qualified welder. E. Delay painting within 3" of field welds until welds are completed. General Requirements: A. Structural erection and bracing: The structural drawings illustrate the completed structure with all elements in their final positions supported and braced. The contractor, in the proper sequence, shall provide shoring and bracing as may be required during construction to achieve the final completed structure. Contact engineer for consultation as required. B. Existing structures: Where construction adjoins an existing structure, the contractor shall be responsible for verifying dimensions, elevations,framing, foundation and anything else that may affect the work shown on the structural plans. Under pinning, shoring and bracing of the existing structure shall be the sole responsibility of the contractor. C. Dimensions: Check all dimensions against field and architectural drawings prior to construction. Do not scale drawings. D. Construction practices: The general contractor is responsible for means, methods,techniques, sequences and procedures for construction of this project. Notify structural engineer of omissions or conflicts between the working drawings and existing conditions. E. Coordinate requirements for mechanical/electrical/plumbing penetrations through structural elements with structural engineer. Prior to installation of such equipment or other items to be attached to the structure, the contractor shall obtain approval for connections and support. Contractor shall furnish required hangers,connections,etc. required for installation of such items, unless specifically noted on plans. F. Jobsite safety is the sole responsibility of the contractor. G. The structural engineer may make periodic observation visits to the jobsitefor determination of general conformance with the construction documents. Such observation visits shall not replace required inspections by the governing authorities or serve as "special inspections"as may be required by Section 17 of the International Building Code. H. Though every effort has been made to provide a complete and clear set of construction documents, discrepancies or omissions may occur. Release of these drawings anticipates cooperation and continued communication between the contractor, architect and engineer to provide the best possible structure. These drawings have been prepared for the use of a qualified contractor experienced in the construction techniques and systems depicted. cp REG/ T,,�, PROJECT: SCHACHT RESIDENCE RENOVATION JURISDICTION: SHEET NO. F� KERRIGAN1800 SIERRATRAIL I. 1:(4)d° vo 508". ; Q . VAIL, CO S-0 •: • • • • • • • • • • GENERAL NOTES .,90\..6.25.18 ,4� engineering - �'''�•,,t98/ONAL ,, P.O. Box 3032 • Eagle, Colorado 81631 cn 1 06.25.18 ISSUED FOR CONSTRUCTION "'» O'� m NO. DATE REASON FOR ISSUING THIS DRAWING JOB NO. 18007 ., o of z,4 ,.; , , 4e ,.., 3 ,,,,,,a..0_ A08/22/18 1 S-2 ADD 11 4 LVL FLOOR JOISTS @ 16" O.C. A Vir I I I I L 11 1 I I I I I I I 1 ±9'-112" EXIST. FLOOR � I I I EXIST. FLOOR � I ►I '1 JOISTS I I I JOISTSI I I I I I - ADD JOISTS BLOCKING I _ =IN I I I I I I I I I I BELOW WALL I �I ( )28 41) 0 0 co 0 TRIM EXISTING FLOOR ADD 2x8 FLOOR JOISTS @ 1,1 I JOIST RE: SECTION CIS-2 ,-00 f- 16" O.C. —j111LOP I g DRCIP' ® t—I--5 . 2x8 3 JOISTS ADDP.T@ 16" O.C.FLOOR cp ® DOUBLE JOIST BELOW I NEW PARTITION WALL -mg - ADD 2x8 FLOOR JOISTS @ 16" O.C. ,- LOFT FLOOR Lc) MASTER I i t I I I U _ I I 1 I I I I �ci BATH cp \ C - _ 1 1 1 1 1 1 I L I \ \ _ \ _ 1 N BEDROOM / \ 2 — BELOW MASTER \ / CLO DN \ / N _ I / \ MASTER I li 2 a w m CD • z w • 0 w C7 a ct cp I- co X w i �w4, IN 'I _ EXIST.GARAGE CEILING BEAM D UPPER LEVEL FRAMING PLAN S-2 MAIN LEVEL FRAMING PLAN Z 0 FRAMING PLAN NOTES - - - - - 1/4"= I'-0" I. REFER TO GENERAL STRUCTURAL NOTES AND SPECIFICATIONS ON SHEET S-2. 2. ENGINEER OF RECORD IS EXPECTING TO OBSERVE CONSTRUCTION AT SIGNIFICANT CONSTRUCTION EVENTS. NOTIFY ENGINEER AFTER CONSTRUCTION AREAS HAVE BEEN OPENED UP FOR INSPECTION AND REVIEW. BECAUSE EXISTING STRUCTURAL ELEMENTS WHERE NOT VISIBLE DURING THE ORIGINAL WALK-THROUGH, IT SHOULD BE EXPECTED THAT DESIGN MODIFICATIONS MAY BE REQUIRED AFTER CONCEALED ITEMS ARE MADE VISIBLE. PO,o«,R�EG/s`�,, 1:"\ KERRIGAN PROJECT: SCHACHT RESIDENCE RENOVATION JURISDICTION: SHEET NO. `,pVO; R`�r`.v„.. 1800 SIERRA TRAIL vg4 VAIL, CO S- 1 4(3) �:, ® •® ® •• MAIN AND UPPER LEVEL FRAMING PLANS 1 ::.05...z,y2 6.25.18 4" engineering _ ... % \ 1 06.25.18 ISSUED FOR CONSTRUCTION '',,����J�'ss/ONAL � '�. P•O. Box 3032 • Eagle, Colorado 81631 C nn,,,,,,,,,,,,,,,,.� m NO. DATE REASON FOR ISSUING THIS DRAWING JOB NO. 18007 °F I/4 ec � 01 en .0. 08/22/18 EXISTING 6x16 BEAM \_ EXISTING ROOF RAFTER fii" i / ATTIC --- M 4 / \x/ 1 (2)1/2"0 LAG SCREWS /\\ EXISTING 6x16 WOOD BEAM I I x 3" LONG 3/16 I / � N ATTIC TS 4x4x3%6" —_ STEEL COLUMN 3A6" STEEL CAP PLATE w/ EXISTING (2)2x12 DROPPED ONE SIDE PLATE )4i BEAM x TS 4x4x3,6" STEEL COLUMN PROPOSED 2x6 STUDS @ 16" o.c. TO ENCLOSE ATTIC GARAGE SLAB INFILL 3/4" SHEATHING BASE PLATE 548"x6"x0'-11" EXISTING GARAGE SLAB /* \\_ 2x8 LEDGER w/(2) LEDGERLOK SCREWS @ 16" o.c. 3/16 I —a—a V-6 U !__ �. ° d I� p ■ • • ° T P ROPOSED LOFT �4 T P V►� 5 1�2 " 0 ANCHOR BOLT co • (4)#5s EA.WAY �A '�� 11 �8 NEW PLUMBING WALL PARTITION 2x --•••••••-- w/ADJUSTABLE LEVELING NUTS 4' SQR FOOTING STUDS © 16" o.c., ADD BLOCKING BELOW PARTITIONEXISTING CEILING RAFTER 2x8 LEDGER w/(2) LEDGERLOK PROPOSED 2x8 JOISTS @ 16" o.c. D SCREWS @ 16" o.c. S-3 SCALE: 3/ "=1'-0 —' 4 3/4" SHEATHING EXISTING FLOOR BEYOND • iLiL — 2x8 LEDGER WITH 1/2"0 EXP.ANCH OR,INSTALL IN I 'W' PATTERN r ��- 2x8 JOISTS @ 16" o.c. E REMOVE PORTION OF EXISTING 4 FRAMING RE:PLAN i > (2)#5's CONT., DRILL& EPDXY °� 2x4 GROUT INTO EXISTING FTG 4 I FURRIINGISTUDS � EXISTING STUD WALL 1 ___ EMBEDMENT ,, -/ADD RIM JOIST UPON REMOVAL EXISTING GRADE 2x8 LEDGER WITH�2"0 EXP. OF FLOOR JOIST __ _ 5'-81/2" / 5'-81/2" EXISTING EXTERIOR FDN II ANCHOR,INSTALL IN 'W' PATTERN '4 i i' -= --° WALL BEYOND "�� N 1 PRESSURE TREATED 2x8 PLATE SECURE EXISTING FLOOR SHEATHING 3/4" FLOOR SHEATH INGON NEW EXISTING a L TO FOUNDATION WALL w/�" DIAMETER x - >< �\ ►�� r FLOOR JOISTS RE: PLAN FOUNDATION WALL 3"TAP CON SCTEWS @ 16" O.C. 0 4 i EXISTING FLOOR FRAMING I ° d �� 11111. _ z PRESSURE TREATED 2x6 STUDS I in MIIM ° . w ►=� BOTTOM PLATE. SHEATH SOIL ►=� DRAIN BOARD / d I a r--- --- SIDE w/3 P.T. PLYWOOD EXISTING FLOOR JOISTS 4�� GRADE / ° l) SHEATHING SEALED WITH , '��' Iliii � � BITUTHANE / -� EXISTING / 4 #4 @ WALL MID-HT. SECURE STUD TO FOUNDATION WALL w/ FOUNDATION WALL -*An4_ / °4„.0._____---- #5's @ 16" o.c. 2x8 LEDGER w/(2) LEDGERLOK 4" DIAMETER x 3"TAP-CON SCTEWS © 16" `�;,� SCREWS @ 16" O.C. O.C.AND TO BOTTOM PLATE w./ 16d / (3)#4's CONT. GALVANIZED NAILS @ 16" O.C. 8�� 4 . aaf EXISTING FOOTING TO REMAIN / PRESSURE TREATED 2x8 PLATE ON STU SCE ROTTED STUDS w/P.T. / TOP OF FTG EL.TO MATCH EXISTING / / CRUSH GRAVEL BEDDING ;_;;;. / CRAWL SPACE SOIL-HAND TAMP ` r• r- • •• ,� REMOVE EXISTING CRAWL SPACE •• • '-• ••• " L _, SOIL COVERING FOOTING I� L J __. ______ _____ 4 rw• • • , u u u—" " " " " a—n 7:I:44.*r • co unnirii„n'' ►�� `•-'•=••-4,114•'- 2'-0” ° a a EXISTING FOOTING TO REMAIN UNDER DRAIN SYSTEM, MIN. 6" BELOW NEW FOOTING FOUNDATION STEP CSO B ENCLOSURE A SCALE: 3/4"=1'-O S-3 SCALE: 3/4"_1,_0 S-3 SCALE: 3/4..=1'_0 ottOttiffi.. REG/6>A\ ,,, PROJECT: SCHACHTRESIDENCE RENOVATION JURISDICTION: SHEET NO. 0.:,: ��xER4r ��" KERRIGAN 1800 SIERRA TRAIL IV:3 SOg Q VAIL, CO �_� ;` .pd • • • • • • • • • • ;0 '•..6.25.18 ` � .= engineering _ DETAILS 6/QA AL G�````,,, P.O. Box 3032 • Eagle, Colorado 81631 C 1 06.25.18 ISSUED FOR CONSTRUCTION JOB NO. 1 7 4.,,,,,,,,,,,,,,,,,,,,,v m NO. DATE REASON FOR ISSUING THIS DRAWING 800