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HomeMy WebLinkAboutApproved Plans_21.pdf cf --j) To at Vail NFU COI HANSON RESIVENCE RECEIVED 170 POTATO l''''ATCH MIR UNIT 15 MAY S © Z018 Town of Vail 1.111 i aie) 57 , c ___. "t O VAIL. POTATO f2ATCH 11111 0. LOT 6 , E5L-OCK 2 , •• s N GENERAL MOTES ARCHITECT PROJECT t'LASSATIV VE DRAWING INX ca I. MATCH ALL EXISTING MATERIALS AND BETH LEVINE ARCHITECT, INC. I. ENLARGE EXISTING DECK 165 SQ. FT. GI.I COVER STANDARD OF CONSTRUCTION UNLESS NOTED OTHERWISE. P.O. BOX 1825 2. ADD 300 SQ. FT. OF PATIO 2. ALL DIMENSIONS ARE FRAMING UNLESS AVON, GO 81620 TS TOPOGRAPHIC SURVEY NOTED. VERIFY ALL DIMENSIONS WITH (q70) q26-4gg3 FAX (q70) q26-2gg3 THE ARCHITECT. A1.1 SITE/LANDSCAPE PLAN 3. DO NOT SCALE DRAWINGS. CONTACT: BETH LEVINE 4. THE DRAWINGS, AND OTHER DOCUMENTS A2.I MAIN FLOOR PLAN PREPARED BY BETH LEVINE ARCH I TECT, A3.1 NORTH AND SOUTH ELEVATIONS, " INC. FOR THIS PROJECT ARE S TRU G TU RA L Cfl INSTRUMENTS OF THE ARCHITECT'S EXISTING PHOTOGRAPHS SERVICE FOR USE SOLELY WITH ENGINEER RESPECT TO THIS PROJECT AND UNLESS SITE COVERAGE OTHERWISE PROVIDED IN WRITING, THE 1 ARCHITECT SHALL BE DEEMED THE W KRM CONSULTANTS, INC. NONE ADDED SOLE AND EXCLUSIVE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN, PO BOX 4512 U WITHOUT LIMITATION, ALL COMMON LAW, VAIL, GO 81658 STATUTORY AND OTHER REVERSED (q70) q401-g3gl FAX (170) q4q-1517 U RIGHTS, INCLUDING THE COPYRIGHT ENGINEER: TIM HENNUM Z (— HEREOF. r--- Q 5. EXISTING BUILDING DRAWINGS USED AS W I- a_ BACKGROUNDSWITH PERMISSION FROM 0 THE OWNERS z I— CONTRACTOR R A VALUES Ar)r)er, 0_ , Q IN < ZONING HOWARD RAPSON NONE ADDED a_ MEDIUM DENSITY, MULTI-FAMILY DISTRICT (q70) 3q3-2303 I ' ' "= 0 Q c, ,_.) COQ 0 z OJT INTERNATIONAL RESIDENTIAL CODE 2015 ZI-- 0 < U c�i - OUTI;OOR LIGHT0 1Q VICdMITMA P NONE ADDED Q j (---H 0 m 2 3 7 8 9 10 II 12 13 14 15 16 Z• N 8f3 813 814 000 799796 794 792 790 766 786 784 762 411 • A1' T'H ' �i 1A 17 it mas r LJ ti,"* �21 - 76, • • W 9t '8 T —I 011 09 30 213 N Z 607 777 WPOTATO PATCH rar TRACT A 763 7 riptimp �� • RED v ` �I.- ors_ RESUBDI �'\ , •ell4 .. , , SANDSTONE ROAD ea,. �.$ d LOT 7 ` �`` }� BI l Co ©(�p � 772 771 1776 7 BI 7 ��; t EL A IN S 7i;'. ;MEET 5 P., DFA • TRACT C ,' TRACT D e� VI WI - .' ,���,r,,y� 3 VAIL PO j • 3.°R e 734 • ! ` �# � tir./. x� f^p f� * 7alk 44 716 07" y�...,�7. /4i .742. 2 1 SANDY UNE N ,..; 2 ,4 t 3 ' T•/GMT •r a 744 746 O w BLK.1 �' � Q3 . POTATO PATCH / ���.� ce d' CLUB 1u , LRED SANDSTONE SOLAR •(i �"'4 ELEMENTARY VAIL x ISSUE DATE �..., �� , • SSI • 301 ~ � Flp ':�,L1` ©� UNPLATTEO • INTERSTATE 7C PROGRESS 2015-03-15 PHASE PTSE , M .a:— (IN T.O.V.11..•.,. .. HOA 2018-03-21 DIRT Ilm, P 25 �OVERASS .y+r+.,•i'as./�w• snonoc • 'A.,�a"a :" PHASE r"" 'VA. •GE i----- I T01/ DRB REV 2018-05-02 6 V POI T 2 .00."- ! A T©V DRB REV 201 8-05-07 e WEST- 306 VAI •NSHE, B96 ��•• NORTH DAY(©.. W61eS I .1St. '�I. ING =9. M SANDSTONE PARKING LOT •. Lp .I FERMI T 201 8-05-0M . own of Vail REVIEWED FOP CODEir COMPLIANCE Date C By: roti - __, Code: ____IS-__________ C, . `moi 1 } t `�,. � GENERAL NOTES FOUND REBAR Sc-,. ! ` "'_- 1, DATE OF FIELD WORK: OCTOBER 17, 2017. \ 1.5" ALUM CAP • 8542.2' LS#17488 \ s 2. SITE BENCH MARK FOUND #4 REBAR NORTH OF NORTHEAST CORNER PROPERTY \ ELEVATION= 8537.43 (SEE DRAWING). \ POTATO PATCH DRIVE ` ___ --~ -- - 3. 770 POTATO PATCH DRIVE CONDOMINIUMS ARE ZONED AS MEDIUM DENSITY (R.O.W. VARIES) MULMF) HN OIO . HB REQUIREMENTS TIPLEFAILY FOR(MDMMDMF AREPER T20E' ONTOWALL FR EARVAL, ZSIDE ANDNINGMAPFRONT EL OTSETLINESACK. VERIFY ALL CURRENT BUILDING SETBACKS AND LIMITATIONS WITH THE PROPER \ GOVERNING AGENCY. `�� \ ao$ 4. PEAK LAND CONSULTANTS, INC. DID NOT PERFORM A TITLE SEARCH OF THE 165 SUBJECT PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS-OF-WAY OF \`\ EDGE OF ASPHALT & RECORD. RECORD DOCUMENTS UTILIZED IN THE TOPOGRAPHIC MAP WERE PROVIDED �\ `\ \ t't' BY COMMONWEALTH LAND TITLE INSURANCE CO. OWNERS POLICY OF TITLE \� `\ h4 '___._______ a$i, INSURANCE ORDER NO. H4463134-060-SG1 DATED MAY 17, 2016 AT 12:11:58 P.M.. `� \`\� \`\ 50) �'� ----- _____________ _ _----,,-L1-\----------__________$ 5. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION ` ` ` BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST `\ +8537.0' `\\ ____________________` _ l__----' DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY \ `� `\.`' ___0 _____ `�,-'��� DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE \.`\ \`\\ ``�5e0 __-_--- - --__67A� �� OF CERTIFICATION SHOWN HEREON. CD \\ \\ ___ +8541.0'` _____------_ ��` -, . k______ ____ ____ --___ POTATO PATCH TOWNI- � �_ `'_-�. '" LEGAL DESCRIPTION: FOUND PLAIN \ ``v`� ----- 4f,+1 '______ _ ftp #4 REBAR -N ���� `� '--`. -�. CONDOMINIUM ASSOCIATION `' _ 4 4�;, -__ SITE BENCHMARK ,~8s i � ' '--- CONDOMINIUM UNIT 15, 770 POTATO PATCH DRIVE CONDOMINIUMS, ACCORDING TO THE CONDOMINIUM MAP THEREOF >>,��� -:ELEVATION= 8537.43 Ap. ,s \ -,-. RECORDED DECEMBER 23, 1982 1N BOOK 350 AT PAGE 903, AND AS DEFINED IN THE CONDOMINIUM DECLARATION \ _ -, '.- +„�► ,/` � ' / \ \ '` RECORDED DECEMBER 23, 1982 IN BOOK 350 AT PAGE 902, ` - r�i-•. Cl1 '' . ``f `� COUNTY OF EAGLE, STATE OF COLORADO At l ``` !ca'' ..�..... , \ C� Y�-� f� �.\` per \` �r� '"' `— ----- - A=27'51'46" `.,,` `\ ` � =.:►y' `� ```. `\\ R=7.50' L=3.65' +8530.8' \ ` ',�{ +8537.3' `..\ N. CH=S69'52 38"E 3.61' N `• ,' .CIA• \. `\. ` r `'` UTILITY & ACCESS EASEMENT "N .`\ l \'` (BOOK 536 AT PAGE 293) 85,3 . `\\ \\ LEGEND TITLE EXCEPTIONS: (HATCHED) ` gip% PER SAID OWNERS POLICY OF TITLE INSURANCE PROVIDED BY COMMONWEALTH LAND TITLE INSURANCE CO. THE VACUUM �` �\ 61(g ..---`'-, A DECIDUOUS TREE WITH APPROX. TRUNK DIAMETER BREAKER O `\ ��� FOLLOWING AFFECT THE SUBJECT PROPERTY: > ,� 4� ~`\`� `. \.` y\ \\ \�I 4. COVENANTS, CONDITIONS AND RESTRICTIONS BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, _ CONIFEROUS TREE WITH APPROX. TRUNK DIAMETER f \1 ,r, `�� INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, j' y`sS ; $b ��� �`\ ��� �* \ FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, SOURCE OF INCOME, `�' �; 10°''' ,� ` ~`` __ `~�' \\ m TELEPHONE PED GENDER, GENDER IDENTITY, GENDER EXPRESSION, MEDICAL CONDITION OR GENETIC INFORMATION, AS SET co 3 �' `. `� \ \ FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR o ff _ �-15*56 •`,, • `\ `\ R WATER VALVE RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH IN THE DOCUMENT AND ANY AND ALL N. a »� ~`�. ``.. ~`. \\ `, FIRE HYDRANT AMENDMENTS AND SUPPLEMENTS THERETO. ,- pr ` ,� .. \ RECORDING DATE: MARCH 5, 1974 ``, `• . Q WATER MANHOLE RECORDING NO: BOOK 233 AT PAGE 628 \ `— ``�� .6. S. -A-. `l0' \`\ \`\ FF FINISH FLOOR 5. COVENANTS, CONDITIONS AND RESTRICTIONS BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, '"- o" --'' --'' ~` `\ `\ INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE COLOR RELIGION SEX SEXUAL ORIENTATION c' `. ~�`\ „�.--- `\ \ \ L.C.E. LIMITED COMMON ELEMENT , , , fc401:00 �-'' tti \ \ \\ FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, SOURCE OF INCOME, u tt �� - \\ \ G.C.E. GENERAL COMMON ELEMENT GENDER, GENDER IDENTITY, GENDER EXPRESSION, MEDICAL CONDITION OR GENETIC INFORMATION, AS SET FORTH ^ `- - `\ IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS Ad,00104/40/ cit. o a tc,a� fi i `\ 2CK `\ `\ ``-'-- PERMITTED BY APPLICABLE LAW, AS SET FORTH IN THE DOCUMENT AND ANY AND ALL AMENDMENTS AND t �?o -, m �. ''"~ �` '1..112) `\\ `\\ SUPPLEMENTS THERETO. 0 — N. \ \ - - RECORDING DATE: DECEMBER 23, 1982 RECORDING NO: BOOK 350 AT PAGE 902 c� w y •., \ -_ {NOT ABLE TO PLOT} �--- BUILDING \ tf; •N �. 6. TERMS, CONDITIONS, PROVISIONS, AGREEMENTS AND OBLIGATIONS CONTAINED IN THE PARTIAL ...........\ SETBACK \ \ -- /// --- / VACATION OF EXISTING EASEMENT AND CONVEYANCE OF EASEMENTS RECORDED AUGUST 23, 1990 IN BOOK 536 AT .—.\9 .I SEE NOTE 3 `N -' `''- 8534 PAGE 293, (AS SHOWN HEREON) 88'44'23"W o+8523.4' `.. _--" --- 102.04' .r1 �$` d> 5' ' . C5� V1 v-6' - --'' 7. TERMS, CONDITIONS, RESTRICTIONS, PROVISIONS, NOTES AND EASEMENTS BUT OMITTING ANY COVENANTS ., � , -�--' 16.5. 6 '.1�; ``_—__-Alik. _ \ G.C.E. , ,M 40 - - OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, +8525.7' . - - SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, - s- , t • _ -�-J__ `\ ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE _-..-- 0.? 8 --'' ENTRY .� S,;�� , - '�` \`\ • _ _ -- EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH ON THE '� _--- L.C.E. 3.8' 3 , `\ \\ - - CONDOMINIUM MAP AS SET FORTH BELOW: {8524.8' MAIN LEVEL BALCONY L.G.E- - 4 Cr‘ +8523.5' `\\ \` ---- r - r- -_,..-- / f RECORDING DATE: DECEMBER 23, 1982 RECORDING NO: BOOK 350 AT PAGE 903 0. (PER CONDO MAP B. 350 P. 902) �� O \ •.\ -- - - 884, / / (AS SHOWN HEREON) UNIT 15 , 'a ,� _-_--- _ __ ---- ---- --/ r "� 8. EASEMENTS FOR PUBLIC UTILITIES, SEWER PURPOSES, DRAINAGE AND OTHER INCIDENTAL PURPOSES AS `,. SHOWN ON THE MAP OF SAID CONDOMINIUM AND AS RESERVED IN OR CREATED BY VARIOUS INSTRUMENTS OF RECORD 770 POTATO PATCH DRIVE FF 8523.4' 77 C) �`^.,5\ _ ~p-�� / ' - r-- ,,s-='Jrr AFFECTING ONLY TOLYPLTO COMMON ELEMENTS. CONDOMINIUMS UPPER LEVEL ©�C� T--- » � `�___ \ ._.---- 8520' "' , ___ _ ____ - 9. TERMS, CONDITIONS, PROVISIONS, AGREEMENTS AND OBLIGATIONS CONTAINED IN THE UNANIMOUS TOP DECK o \ --- ""� _____-_ --- __...,-<'-'"l r - CONSENT IN LIEU OF SPECIAL MEETING OF THE BOARD OF DIRECTORS AND OWNER'S RELEASE 770 POTATO PATCH 8523.0' ____- _ -� - CONDOMINIUM ASSOCIATION INC. AS SET FORTH BELOW: - �$o -- ___-_ -- - _CANTILEVER o ,10-0 i ' +85,5.2' ~ ____ --�� _ - - -� \ ''! RECORDING DATE: JULY 25, 2008 _ /' RECORDING NO: 200815643 s _ _ - rr (NOT ABLE TO PLOT) 24 - - - __ _ - - - _ FOUND #5 ` r -/ REBAR & .,.-�-, �-r / 1...) g '. - _ _ _ -________-7---- - - - 1.5" ALUM. GAP ---- , +8511.6 241•/0,- _ _- 4 8510 ----- 1.1.s5; e,1- ffil%- o , \ r _ ______A,__/________- / _ ‘ ....„- ,... -......,r,";." ---- 1 • v,£ e �- _ \`r _ _ —,• \` +8510.9' — \ \ •'AVX.r" r \ _ 7 _ \ 0 _ \' ss���� r' �—�� ,- 8510' r,r, t,.-' r' `____- i \/ J , - yr ' wrr \ /,+8508.2',,-'' , te " 4 r `'_ +8498.8' r . rr4 / - ." • ' ! . —_, , , r rY„-- r \ /J ,' r r' 'orf ,/' r r • • r r r ,. \ o ,c)4) r r r r \ V +85051 /,' ,' r' -/ •--'-r / �� ,�'�:, SURVEYOR'S CERTIFICATE rn -______ // •/ r, r, / rr _ -`\ \\ / I, BRENT BIGGS, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OFC / ,' ,' / ,' N. `\ / THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS ,' ,' /,' ,f' \ \� MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND i ___-_ _ _ _---' r/ /,' `. CORRECT TO THE BEST OF MY KNOWLEDGE, / GRAPHIC SCALE MO"''�`4. - ! r' 10 rn5iitrovioniamim0 5 10 20 4410 Q,C)0 R E 6,/S' Isi a __-- --8500'`". --�' r/// //r /irr r/�, /' -"-$49 20' DRAINAGE EASEMENT/ A. • w r /r r 77___/7"—____ (R.N. 129527) .4 , »» -• �,.r ' f-Fi, / /// 'r '/ - ( IN FEET ) 27598 .•oit ____ -\ 1 inch = 10 ft. »»IZjI>;j20i7 ,;a4,1► DATE;__ ___ .___ 0 BRENT BIGGS __--_._.-___.--_-� •cy�1(� 4 / / ` `" k 00 < / COLORADO P.L.S. No. 27598 4'�ooh' 0 / / / FOR & ON BEHALF OF PEAK LAND CONSULTANTS, INC. N / / a , PARTIAL TOPOGRAPHIC MAP I ) UNIT 15 a 770 POTATO PATCH DRIVE CONDOMINIUM TOWN OF VAIL, EAGLE COUNTY, COLORAD a PEAK LAND CONSULTANTS, INC. c u PEAK LAND SURVEYING, INC. DRAWN: KPJ REVIEWED: BB m 970-476-8644 FAX 970-476-8616 SHEET 1 ( O 1000 UON S RIDGE LOOP VAIL, CO 81657 DATE: 12 1 17 2144 ,Rorw TopgT VAR' ES) TC H .V N 1 , -.,„. P{ TA T p , a ---- -- -- Cp�d 0 A Thy T \ �°'`_ `� I ON �275r'4 \ \\` CJ Cii,__ '`6vO C..3 65, ,,\,. 0,. -`"` 4341.0. 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'' ` ___-__ �~ ' -^ -~ ~~ ` ---- Tl7V [4�5 F� \/20|8-D5-02 `` ~^ --~ ^'' ' - A -~._ .~~~ ^~ - . �� ~ ~~ -_- ,~ ~~~ ~~~-_ -------------�------^` ---------�"~ / �� /\ TOV DRB RE�/20|�-{5-01 ~~�-� ~.~. ~~~'~' _ _ F�EF��Il- 201b-<5-0q ~~__ ~~ ~.~~ '__----- ~^ `.. ^.. ^ -----_-___ _.^ ~�` �.~ .-'' ~'_- ^~ `~ ~,� _--__-__- ���. .�~~ ~,~ ~. ~~~ ^^ ... ~ ' -______ `~. .~ ~~' '~'' /~ -�� � '~~�\ ``. ,~~ ~-` .~~ ~~ .'~~ , ^�_- ___- ___ ~`~� \ _ _� _ ~`-`` ~~~ ~~~' ^^-'^ 8�� /l�l --- --�, .~`~ ~�' _______ _-_ `~ ~~ .~ ~~~ ___ — ��\JLJ ,,~ ( \J � �`, ~ --------_ �/ _^^ ~-'- _-- --� ,, ~^~` �/ '�� ~ ^� \ --------_- -'-' 7� ._~~ ~_~~ _ _� _~-� ~, \ ~�'.�.. _________.'�_____ -_ -~0�/A 1 » ~~ ~~ -- /~ -'/� ) ` ^ ``- �. -^- -------.~~- A2 a I Ak SEE PLAN I • T.O.W. I ° 1 1= Y" EXP. MAT'L, TYP. `fir/rrr CONC. SLAB PER PLAN `/,*/5I io/ STONE/MORTAR BY OTHERS CONT. L PER SCHEDULE r ii{ SEE PLAN (SEE SHEET Si) a .° a T.O. SLAB DESIGN CRITERIA: HANSON DECK JOB #: 1804-11 g. Concrete coverage for reinforcing steel: b. Bolts used for wood framing connections shall be installed with standard washers and nuts. Deck Live Load 100 psf 1. Concrete cast against and permanently exposed to earth: 3" c. Unless noted otherwise, steel connectors such as those manufactured by the Simpson ".,-4A.:-.4'0.043.° Deck Dead Load 10 psf 2. Concrete exposed to earth or weather: Company shall be used to join rafters, joists or beams to other beams at flush-framed k'r� ,,8vv Wind (3 Second Gust) 115 mph (Exp. B) A. #5 bar and smaller 1 1/2" conditions. Use all specified nails. Connector conditions not otherwise noted shall utilize c %Q,°// RISK Design Category II B. #6 through #18 bar 2" Type U or Type HU hangers of a size specifically designed for the member supported, as ro •//' (1)-#5 CONT. HORIZ. Seismic Design Category EXEMPT 3. Concrete not exposed to weather or in contact with ground: shown in the manufacturer's published tables. Contact structural engineer for details as °' rn �\ IBC IRC Edition 20153/4" required. co st @ MID-HT. / A. Slabs, walls, joists (#11 bar and smaller) q 0 v "'c a, B. Beams, columns 1 1/2" Z ., FOUNDATION DESIGN: GENERAL REQUIREMENTS: - ©o = REINFORCING STEEL: 0 N a' (2)-#5's CONT. . --- #5 DWLS x a. Design of individual and continuous footings is based on an assumed maximum allowable a. Structural erection and bracing: The structural drawings illustrate the completed structure I- °:" HORIZ. TOP 8c BOT. @ 48" O.C. 51 bearing pressure of 1500 psf (dead load plus full live load). with all elements in their final positions, properly supported and braced. The contractor, Z d' x a. Detailing, fabrication and placement of reinforcing steel shall be in accordance with the ACI c b. Foundation and retaining walls have been designed using an assumed lateral pressure of Manual of Concrete Practice. in the proper sequence, shall provide shoring and bracing as may be required duringQ •E a. Li_ G 6" 45 cf. construction to achieve the final completed structure. Contact structural engineer for I- N P b. Except where otherwise noted on the drawings, reinforcing bars shall conform to ASTM J SEE PLAN C. Footings shall be placed on the natural undisturbed soil, or compacted structural fill per Specification A615 and shall be grade 60 except ties, field bent bars where permitted by consultation (not in contract) as required. D c T.O.F. ° the recommendations of the geotechnical engineer, below frost depth. note on plan, or bars to be welded, which shall be grade 40. b. Dimensions: Check all dimensions against architectural drawings prior to construction. Do In •F), Co © d. A representative of the geotechnical engineer shall verify soils conditions and types during c. At splices, lap bars 44 diameters. Do not weld or use mechanical splicing devices unless not scale drawings. Z c ,° a < excavation. Because geotechnical information was not available at the time of preparation specifically approved by engineer. c. Construction practices: General contractor is responsible for means, methods, techniques, 0 N w of the construction documents, we have used assumed values based on similar sites in d. At corners, make horizontal bars continuous or provide corner bars. Around openings and sequences and procedures for construction of this project. Notify structural engineer of 0 - in the area. Construction of the foundation may not proceed without verifying these values. steps in concrete, provide (2)-#5 bars extending2'-6" beyond edge of opening or ste omissions or conflicts between the working drawings and existing conditions. Coordinate 0 t P Y 9 P 9 P I o0 8 8 8 Report any discrepancies from design assumptions to structural engineer for re-evaluation � �. requirements for mechanical/electrical/plumbing penetrations through structural elements D r / r e. Extend reinforcing steel a minimum of 2'-6" through cold joints. Unless specifically cc +, x o of foundation design. with structural engineer. Jobsite safety is the sole responsibility of the contractor. All x o located on plan or details, coordinate cold joint locations with engineer. m methods used for construction shall be in accordance with the latest editions of the D 2'-0" f. Welded wire fabric shall conform to ASTM Specification A-185. Lap welded wire fabric a L • -i REINFORCED CONCRETE: minimum of one full mesh plus two inches. Laps shall be wired together.4111 IBC/IRC. \�' © Q SCALE: 3/4" = 1'-0" g. Epoxy adhesive for reinforcing dowels shall be "Hilti" or "Simpson" or approved equivalent d. Details not specifically shown on the drawings shall be constructed in a manner similar to i a > a. Concrete design is based on the "Building Code Requirements for Reinforced Concrete" (ACI the details that are shown for like conditions. These items shall be brought to the 318) as adopted by Chapter 19 of the 2015 IBC. adhesive systems. Minimum embedmer' s, if not specifically indicated on the drawings, attention of the structural engineer as soon as possible for approval. Approval shall be shall be according to the manufacturers specifications. b. Structural concrete shall have a minimum 28-day compressive strength of 3000 psi. obtained prior to installation. �.>., � (N) 2x DECKING PER ARCH. h. Metric bar size conversion table: �, c. Concrete shall be proportioned using Type I-II sulfate-resistant cement. Admixtures METRIC 10 13 16 19 22 25 29 32 36 e. All waterproofing and flashing is the responsibility of the architect and contractor. ,--WO Ree'iy, containing chloride salts shall not be used. # # # # # # # # # f. It is the responsibility of the contractor to contact the structural engineer at the `"�®o° °• ��` (N 2x BLKG. @JOIST BRG., TYP. INCH-POUND #3 #4 #5 #6 #7 #8 #9 #10 #11 `�Si.9 �° 0'9 ) d. Cold weather concreting procedures shall be provided as recommended in the ACI Manual appropriate time to perform site observation visits. Observation visits to the jobsite by .. ' s t. (E) DECK JOIST of Concrete Practice. STRUCTURAL WOOD FRAMING: the engineer are for determination of general conformance with the construction i 71 e. Anchor bolts for beam and column bearing plates shall be placed with setting templates. documents and shall not be construed as inspection. o, $ f. Expansion bolts and epoxy anchors shall be located at a minimum of 6 bolt diameters g. Though every effort is made to provide a complete and clear set of construction :loge, • prizio il► r r` "' . - from concrete edge and spaced at a minimum of 10 bolt diameters unless noted a• Ledgers attached to concrete walls shall be treated Hem Fir #2, or if LVL material is used, documents, discrepancies or omissions may occur. Release of these drawings anticipates k:,�, om��o�..•' `, O 0 s otherwise. v. shall have a continuous waterproof membrane between the concrete and the wood. cooperation and continued communication between the contractor, architect and engineer ' sf�?NA1,..„,x' o 0 0 to provide the best possible structure. These drawings have been prepared for the use of O o 0 I a qualified contractor experienced in the construction techniques and systems depicted. -. h. Existing structures: Contractor shall be responsible for verifying dimensions, elevations, 05/03/2018 • ii , framing, foundation and anything else that may affect the work shown on the drawings. ' II " IthFl 0f : Underpinning, shoringand bracingof existingstructures shall be the responsibility of the ai (N) DECK JOISTS PER PLAN � � � P 9, P Y ,\ COMPLIANCE contractor. , '0 (N) BM. PER PLAN 11111 (N) (2)-5/a"0 LAGS 1'-117/8„ 16'-53/4" ���., ..��.,.. ,//c- - w/ 5" MIN. PEN. i r ` ats i� .�.n s .w ) Code: _ N (N) T.O.W. = 24'-3 (N) T.O.F. = 19'-10 h _ _ _ --,..„ Ali (N) POST PER PLAN DWL. (N) CONC. WALLS TO (E) c, •-.„... lire f��______J ___-._ w/ #5 DWLS. x 24" EPDXIED f w ger L ----\1 L-- 1 w (-\\ ---) -- ,_ `,, 0 INTO /4"�x4" HOLES @ 12" O.C. � ) (N) SIMPSON ABU88 3 I\/� T r� & (2) DWLS. IN FTG., TYP. I�LI) u i \ I ' -to r Ll (� i \ C.,-) '1-1 i ci \ ,,,,,, i-N, , > \ \ „7_47,,kx /.,* ,rr, STONE VENEER ANGLE SUPPORT i , --.)0 , ,„, cc) //x*y. 7n, �� ,ri ri�i HEIGHT OF ANGLE EXPANSION \\\______ _______) 2r--- _______J F4 I �,,, VENEER SIZE ANCHORS ) 1\ C) L._) n \__.._� UP TO 8' 4x4xY4 %"0x6" @24" H ( U (- r.---- \ I - j r --\\ �! 14" PIER 14' 5/"0 x 6" © 16" t \ � ,----) , (,-- � i(N) CONC. IE 8 TO 4x4xY4 a \\ I .____ �__ ,`� �••/ `yl _ __:\ Z I 14' TO 19' 4x4x5/s 3/4"0 x 6Y4" © 16" I �/� goo KK.. r \ ...,..., 19 TO 26 4x4x5/s /40 x 6Y4 @ 12 -dI �\ \--/- --. 1 1 27 C , (......) 1----------___ (N) (2)-#5 DWLS x I NOTES: - N I //r r r ��� �� r'1 1. THIS SCHEDULE IS FOR NON BATTERED STONE _ _ F-� ,\ .____y VENEER w/ A MAX. THICKNESS OF 6". CONTACT Co (-----\\),,) \ CID 0 ENGINEER FOR OTHER CONDITIONS. aJ L 6 2. LOCATE ONE EXPANSION ANCHOR AT 6" FROM ENDS ;' ��`� I - OF ANGLES AND MIN. 2 ANCHORS PER SEGMENT. \ Z H ,� FLAGSTONE PATIO -� FLAGSTONE PATIO s. - - 3. ANGLES MUST BE ORIENTED AS SHOWN. / / BY OTHERS BY OTHERS ` SEE PLAN FOR REINF. 4. MINIMUM EMBEDMENT IS 5". r H iJ (E) FTC.- DWL. (N) CONC. WALLS TO (E) - — \ \ u_ EQ. EQ. w/ #5 DWLS. x 24 EPDXIED I - '''co �t (N) T.O.W. = 22'-9 (V.I.F.) > F=i / (F) FDTN.- INTO 3/4"0x4" HOLES @ 12" 0.C. I ,I (N) T.O.F. = 17'-9 (V.I.F.) v CONT. TRTD. 2x12 LEDGER & (2) DWLS. IN FTG., TYP. I `� N (E) LEDGE-:P- ; RIPPED TO 103/4 w/ SEE PLAN 1 f �� - - - - - - - - - - - - - - - - - - - - - - � ;� r a 5/a'0x5" EXP. ANCH.'s @ O I - - - - - - - J _ 3 - V-0" r - r __ T -- -_ - ----_- -`-j 12" O.C. 410 SCALE: /4„ _ F 6'-O" (V.I.F.) 8'-43/8„ N / STONE/MORTAR BY C' r 14'-43/8" (V.I.F.) / OTHERS LEDGER PER PLAN G. GO THICKEN SLAB TO 8" @ 2x DECKING PER ARCH. ,,0 GPtx� b (F) 2x10 s Ca 16 C.C. +EDGE ___.____ _ 3f yC'I 1 11 '(f`�1 1�--g I - \�� F Q� PiF r C©NC. -- t° SEE PLAN _ _ J 1 r - - - - - - - - - � I P R I - w T.O. SLAB . ° . I I ` 1 ' e' ° . I I I 8x14 D.F.#1 NJ 8x14 D.F.#1 :� ©° i,�: I I L _ I ��24 (DROPPED) Q _6) (DROPPED) I 5" CONC. SLAB REINF. `�•i i��r�``0 4 DECK JOISTS N Z .� • o�� I I > L �I_ 1T.O. DECKING = 23 -0,,, 0A _ I I (SEE ARCH.) designed byTDH w/ #4 REBAR @ 16" !�rw PER PLAN _ j I o I (N 2x10 s 16" O.C. O.C. EA. WAY �� - @ `,,N 4,, 4,> ,\- ,�, • _ _ - - - - - - ' =_� - - - - - ~ I by DRP 5/8"0X4" ry �,\ \�rrrr\ — - - - - - - -- - J - - - - - - - - - - - - - - � drawn CONT. L4x4xYa w/ ,�,�,��, , checked by MTN EXP. ANCH. s @ 16 O.C. >0 SISTER (N) 2x10 s TO ''' 1'-6" (V.I.F.) 10'-6" 11'-8)/4" EXSTG. JOISTS w/ issued #5 DWLS x I (1)-#5 CONT. / / / / (3)-10d NAILS @ 12" O.C. 2'-Ox2'-0x1'-0 CONC. 3'-0x3'-0x1'-0 CONC. 2'-6x2'-6x1'-0 CONC. PERMIT 05/03/18 @ 12 .7iO.C. � HORIZ. @ MID-HT. , sx1 -6 FTG. w/ (4)-#5 sx2 -6 FTG. w/ (3)-#5 sx2 -0 1'-0 EA. WAY. EA. WAY. EA. WAY. (2)-#5's CONT. 4 ° NO" THHORIZ. TOP & BOT. o NORTH a FOUNDATION PLAN SCALE: 1 /4" = -0" ravDECK FRAMING PLANI oh; SCALE: 1 /4° = - 0° A#5's TRANSV. @ 16° O.C. _ ° t SEE PLAN `V • PLAN NOTES PLAN NOTES FOR NEW FRAMING: T.O.F. ° ° • o (5)-#5's CONT. 1. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: T.O.W.=TOP OF CONCRETE WALL & T.O.F.=TOP OF CONCRETE 1. NEW POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: I ° ©4° a LONGIT. FOOTING. ° 2. ALL POSTS ARE LABELED AT THE TOP. ° 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING CONDITIONS AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED. 3. EXISTING CONSTRUCTION (E) IS INDICATED THUS ( ), NEW CONSTRUCTION (N) IS INDICATED THUS ( ). r: , -0 / 8" 8" v / / J 3. POSTS FROM ABOVE ARE INDICATED: nsheet ro t 2'-4" r 4. EXISTING CONSTRUCTION (E) IS INDICATED THUS ( ), NEW CONSTRUCTION (N) IS INDICATED THUS ( ). 41111 SCALE: 3/4" = 1'-O" 5. DO NOT SCALE DRAWINGS. I 1 JOB #1804- 11