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Vail Das Schone Filing 1 Block B Lot 12.PDF
Lmy :figpia eg,. ,�."' g f-. v % .,' : C, r e r r DISTRICT S, D' ,�;, y� `rV ri , G7 •ATE D �Z Block LD Filing LEGAL DESCRIPTIO N: Lot �7 ADDRESS: Z¢3 ! PHONE `�- OWNER PHONE ARCHITECT P 5 ' ZONE DISTRICT PROPOSED USE ,zleI� AIL **LOT SIZE Total All_loW� Exi_ s_ t_Q Pro--posed ,t mJ 0 (3 0) (3 3 _—�--- ---� _ ©K /Ssz 9 _ r---r Height 41 32�1•� Total GP 32 7/ 7 /may 4—�— GRFA z ? + 4 25 =�— Primary A Setbacks Front sides 15' s--1 15' ' Rear Water Course Setback �ite Coverage tXceeJs Landscaping 31 /6r Retaining Wall Heights 1c1� +6r< 2 Regrd'P w Parking (900))(1200)_— (3 0 0) 600)( Garage Credit Actual Slope ._--- Permitted,� Slope 8— � OK Drive: Town Engineer: Date approved by ' ✓ 777 No Encroachment: View Corridor Yeses- bk- ,��x� 1) Flood Plain Environmental/Hazards: Percent Slope A5 3 2) � 3) Geologic Hazards %/a 3 c a) Snow Avalanche "` / la 3 0(1; b) Rockfall UK !A �A c) Debris Flow Cr 4) Wetlands roval (check property file) Previous conditions of app a Nan/ Addition is jsed with this request this request involve a 250 Addition? Does and 18 .13 .080 (B) of the Municipal How much of the allowed 250 Ad09 rimary/Secondary which are less than **Note: Under Sections 18 .12 aria pB) unit. not construct a second dwelling to this Coder lots zoned Two Family exception 15, 000 sq. ft . in area may i rant an Development Department may grant criteria set forth under Community pro the applicant meetF, al Code including restriction p and 18 .13 .080 (B) %jf the Municip ions 18 .12 .090 (B) unit as a Long-term rental unit for full- Sect restricting the permanently upper Eagle Vall( Y - time employees of the ,II 10 I Architecture Interior Design Project Consulting MIR4MONTI GROUP SCHMIDT RESIDENCE 09 112191 GRFA Square Footages Upper Level. 10.5 x 49.0 = 514.5 11.0x2.5 = 27.5 Total = 542.0 Garage: 21.5 x 24.25 = 521.375 -( 11.0x2.5 ) = 27.5 Total = 493.875 Lower Level. 5.5 x 10.5 = 57.75 10.5 x 49.0 = 514.5 16.0 x 16.5 = 264.0 11.0 x 13.75 = 151.25 Total = 987.5 Garage Crawlspace: 21.5 x 24.25 = 521.375 Additional Square Footage: Lower Level; 5.5 x 11.0 = 60.5 Crawlspace; 16.0 x 16.5 = 264.0 11.0 x 13.75 = 151.25 misc. = 48.5 Total = 524.25 PO Box 395 Edwards,Colorado 81632 303.926-3262 MJR4MONTI GROUP BUILDING AREA (FOOTPRINT) Proposed Existin 22.5 x 24.75 = 556.875 5.5 x 11.5 = 63.25 = 10.5 11.5 x 50.0 = 575.0 5.5 x 11.0 = 60.5 17.0 x 16.5 = 280.5 11.0 x 13.75 = 151.25 5.5 x 5.5 2.25 Total 1689.625 = 1636.875 Ij 100 .0 SITE COVERAGE =11386.584 .2614 ACRE X 43560 11386.584 X 20% = 1707.9876 11386.584 X 15% (sites over 30% grades) DENSITY CONTROL 11386.584 X 25% = 425.0 Additional Allowed == 3227171.. 646 Total TOTALS Upper Level = 542.0 Lower Level = 987.5 ( Craw/space ) ( = 521.375 ) Additional = 524.25 Total = 2053.75 ( Total w/Garage Crawlspace ) ( = 2575.125 ) dr Iry 6vO 4-o ' /+^C'� | . r. +^ f(ECT 3 E P 1 6 19 91,, r, 4 �6 -- -.- - - . .9 ''I ;� _" fix i •• ;' �A,� G�-FiMU�Y' ` _ - t 'l laao 2 d9 it LI I I I- J - i t14 + � i �}� �j. XJ Stl�1E"� I �J7 �� I � II, it -- -- - — — — — — --- Id' ;!• i i \ x`31°� / — '— — — L�eI� - f` 1- - -1 — I - - - - -- - - - � t - _ - - -- - - - - - - - - f , < <r 7-"-t--<--�_]J_ tAi t2 L]Lizera wvc a kas loll t i-�- � i � A �i r�k1�fG'tJrh ✓,� 1I J loel;5 Tap, ,0F rzl1?c.,c- AS l stir�Y M�•�� ) M i -5TAt2f ail hl_oPE 113140 f:: NM- T�re50-I N �- ( - i vi Sao 13Y e- �=£ Et_e�f X21 gll C' LOk1Erz 91t '7xL peek 71k ell CZ- JL r10 *L 162,� @ lekl L,IIIe:,I - — —� - �N ' SURVr,YOR'S CERT,2 ICATE 1008 � I, John E. Stenmark, a Land Surveyor register�l,►}}}��tler the laws of the State of Colorado, do hereby cert�.fy that !ii* 6" aib Oil survey / was made by me and under my supervision and t�� �1;" ,u v ` s accurate / NOTE ASSUMED AN ELEVATION OF 100 0 7 fi, "$ F and correct to the best of tv knowledge. '��a'�.4�C� O ON TOP OF REBAR r+ ; A �• Date 41111.C4 d2�hi ,.�.$taimark, . t9 REBAR . s , a col°�'� ' eg � / TRACT D f f j"'rll %1. / N f 0 / W CO r O 1 E 0 f % �2�•96 - Z � 0 / / m 0 o C) (D LOT 12 _ 0 CD 0 0.2614 AC. NO J EDGE OF ROAD 0 ` R / / / 610 x/102 8 `90 REBAR y 0 0 DENOTES SMALL ASPENS FENCE 0 0 j 69 °5 3 W w CO to ° LO 0 z 1 �4 SCALE I " = 10' LOT 11 DATE OF SURVU 6/ 5 /84 NOTICE: According to Colorado law you must commence any legal. action REBAR based upon any defect in this survey within six years after you first dis- cover such defect, In no event, may any action based upon any defect. in ` this survey be commenced more than ten years from the date of the certification sho,wn hereon. L VE15IC-NED SY, � � BY:" ALE VALLEY$-, M / TOPOGRAPHY ENGINEERING :URVEY1 INC `" LOT 12 , BLOCK B 00 x' t�EVl,31°1v>3' A RESUBDIVISION OF VAIL DAS SCHONE , FILING NO. I N 1000 S, FRONTAar ROAv WEST, evMe: 102 TOWN OF VAIL , EAGLE COUNTY , COLORADO VAIL.# COLORADO 81657 (XI'M 4764873 f IMPROVEMENT LOCATION CERTIFICATE I hereby certify that this Improvement Location Certificate was prepared for Woodley Moore Construction , that it is not a land survey plat or improvement survey plat, and that it is nct to be relied upon z for the establishment of fence-, building or other future imprcvement lines. N - ?3 TRACT D 02 I further certify that the improvements on the above described parcel o' his date, 9/2/87 , except utility cannECtions, are �e this within the boundaries of the parcel, except as shown, that there are no encWach- ments upon the described premises by improvements on any adjoining premises_ex- cept as indicated, and that there is no apparent evidence or sign of any easement crossing or burdening any part of said parcel, except as noted. CO 0 CO 7 nd: J, Lechner toloraidaF P.L.S. 23506 \O" 25 2 0`. Dater 4.'s':'.°����`.;' 86" m M �,/, !"� •-1 .'lam j� Lo 0 TWO STORY WOOD FRAME HOUSE 5 GARAGE SLAB ELEV 101 3 N LOWEST FLOOR ELEV = 918 50 \ u'. PEAK ELEV 114 5 -Z - \N V 01 3 241 " O \ '6 (0 g5 N N \ - 0 M \ O i� SO ice'` \6 " N 60 0- 55, DECK DECK i i 32,9/ us m i a \\5 69 °S NOTICE: According to Colorado law you must commence any legal action `3t30 based upon any defect in this survey within six years after you first W discover such defect. In no event may any action based upon any defect W in this survey be commenced more than ten years frca the date of the GO certification shown hereon. U') 0 O Z Y LOT I I SCALE i " = 10 ' DATE OF SURVE Y . 9/ 2 / 87 &J*LF. VALLE: DRAWN BY'- �� 91'1r� IMPROVEMENT LOCATION CERT FICATE 1NE � � �� ,NCO cH 8Y LOT 12 , BLOCK B PZVOION$: A RESUBDIVISION OF VAIL DAS SCHONE , FILING NO. I TOWN OF VAIL , EAGLE COUNTY , COLORADO N 1000 5, ROR!?'�,G IC�ta 104 LVAILt COLORADO SURWIYOR" CF R, 'ICATE 100 8 I, John E. Stenmart<_, a L.md Survc <<sr register tgjjder the lams of the State of Colorado, do hereby cent �fy that ` h ,1Q�I ij,rt?hic survey / was made by me and under my superva:ion and tPav� ;hEfr�u�v��'�s accurate / NOTE ASSUMED AN ELEVATION OF 100 0 and correct to the best of n e 'c» t'?� 4'^ o ON TOP OF REBAR r kno�al edge. •'FL o w Date ! Johii Ek:,9tanmartcff-©�. g" / REBAR �- OV TRACT D ( fcra:,�a �3 0,0 O / 1 _ t Q o CO Cb z / C) / 0 % 0 z o ° / �`u (0 LOT 12 Ca o 0 0 2614 AC. N F �P I- a) EDGE OF ROAD �--� O _ 0 - - Y-/102 8 — f ' `90 O REBAR 0 0 t DENOTES SMALL ASPENS i f FENCE 69 .5 30 . t-y ` w 1 CO O to 0 Z SCALE I " = 10' LOT I I 43 2(g, DATE OF SURVEY 6/ 5 /84 NOTICE: Aca)rding to Colorado law you must conmence any legal action REBAR based upon any defect in this aurVey within six years after you first dis- cover such defect. In no event, may any action based upon any defect zn this survey be conmenced more than ten years from the date of the certification shown hereon. L CEOICNEC BY' tq EWAVOA.YLE VALLEY mow" BY: L� � `� �fs� TOPOGRAPHY NGI N ! 4 SURVEY1 ! CK E ® LOT L2 , BLOCK B ftEY�SION�� A RESUBDIVISION OF VAIL DA..c SCHONE FILING NO. I 0° TOWN OF VAIL , EAGLE COUNT`' , COLORADO N 1000 5, rRON7AGE ROAD WEST, E71LIME 10,2 VAIL., COLORAVO 01(057 -O�� 4T64673 E Cl 0 s U) r. A w 'I tr cr z 0 N t E a ch u .;���_��,�►�.....__ G���`� - - - ------ - -- - ' I 'tip; k t W 2)hNi=,�'{'I-�jtJC.d. IS �LLK!-� (,cal �AC.�, O� Gd1�Gk=E•tE'. � , 3) fill T.1pa1eJ rznLS, TIC' 131t_-t'`fig-evr, ry _GLAt7,__ GOLbiC _-ro 45 i�r SteL1:--G'("1=C? t3� 41.cjvErZ, `✓ - _-Q} 0o clo-r L-LOW r-,01Z Zia ' _ _ d12k'I�ILa__p5. 5ND6c11.1 I o_-PrL, If A5, _ w _._ 5) z, w I l I rxal�l �I s7a Nom, �;?E �l.?�,al..,_i4eA w wev w,', ° rx c _�>712r1 cr 4 y WN E j r Is .r►�11 j=FF. « � fl r-LS, �,�5' 12a�5) 0 w u > a �,i �Q• 1�1�1S.SJ tz�t7 LJ�. 1-�F I-J� tl PP�t2 Orz Loklr;tz - ,- ' '�e ' ' y "' � e .�' '� � *�-� y�(off ��Qj D � L7=/�L- 0►1� (. (>Jot I;L�, I...I./, ot?' 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' '` — ' -=r - ; I ��Go� F>7 • -�-� — — --- —_ —_ .— , —.._-- —Its__ — — �► � —. .— — — __._.� ____—.__ --- � � ' `II �—�=� 14 � •� � ';�� ��� � � 2 �'87 - � �- - - - ---�-I- -�-I- � � 4— 4 A h E: L t 1 Y Vv T" kJ �s y , a ® 1987 ` ExcAwtr2c -- -� - ., I � ? GEh FP NOTES , A All tcpsuii and ergo, c material sna'1 be removed prior 'Building tp placement of ' I A A!! concrete detiUn is tra-ed vuGJ Uniform Building Code'fe "Bu:ldq CO�e n s This structu^e has been designed to nee' the requirements of the 1565 eowiremen' for , It, °Mif fOOt_ings or slaps I Reinforced Concrete" ,ACi 31F*8L; and shdil be constructed an accordance ° with amendments as adapted by ire Toun.of Va.) • ^, - With 'Specifications fo^ Structural Concrete for Guildings- tACI 301-641 and , S � r B All a>cavatione shall be clean level and plumb I ! ! Chapter 26 of the 1982 Uniform Building Code P1! o�:szions or confl•cts between, .Sricus elements of tht wdrvicq crawings i y'r, " Q C'! I and/or specificatigns !hall be brcughl tc-ihe a•ttn'ion of the Slr„ctureI Z C Excavation shall oene'rate good bearing soil as specified on soils report _ __ _ 8, A11 concrete shall attain a minimum :B day compressive strength of 300@ ost i ' Engineer before proCesdirq with, any wort to tnvol.ed The general and st^uctu^al drawn s, -' ! Contractor shall verify all dimensions and ce>tiditicns•et the ,oGS.t[ end y , g I , i , ; Air entrainment shell be 7X minimum for ail exterior wort shell be responsible for coordination of ak1 sort• and materials including � .- try, r those furnished by subcontrectort '0 Contractor shall be responzible for shoring txcavation if necessary When I C All reinforcing steel shall conform to ASTH Specification A61S-B1 and shall requested, the Structural Engineer will furnish as an additional service ° , be Grade 40 for LS bars and smaller and Grade 60 for 96 bars and larger excavation shoring recommendations and details n i I I Reinforcing steel that) be free of loose rust scale or any coatings that r , Live !Gads used 6 in design , } S 1 reduce bonding capabilities A Roo' - 60 psf E Beckfilling of ercmvelton shell be as' aer backfijltng specification and I � B Wind - drainage renuirements shown on structural drawings and/or soils report 1 II r , II ' ° i D Walded wire fabric shall Con form to ASTH Specification ALBS - i Less then 30 fee' - 25 psf j , y t.y Z- Z i-lo L��G990 1A 82 �41�1'.✓ � A,G° ! 2 Cy over _O feet - -_0 pef 1 � � p F Excavations shall conform with standards in Chapter 29 of the 1982 Uniform 11 1 II ' ! ° i r L C, Floors - 40 psf , , •l•.i!Iti•A, -j0 d•cr t I I S I I E Concrete Haterlals shall Conform 20 the following ASTH standard , g '�� y < , Bul.dinp Code _. GF` a - S - v _ ...._.� �� ...�, y '�' �JI'�CaC-1>✓Sze0 r�#ts, ' sGecifications - - _ 1 2 r 211 n�►L t) Portland Cement 0150. Type I G Eerih sate - :one I tU,B C r ct e 2�to �' 2d ev.�, - pJIJ176t'In�l b!*51c�1J 13L�aEt7 lJno�l SntLh k1'Sf ' �° Aggregates C33 _ I Water Clean, drin6zOla I - -�---------- - -- ------� ----- �--------.__..__---- - ------------------- -;- � �?'123I �-�27a311� ah ncz�P.arz�c�nr�-�' G�IE1�rA i BACKFILLING I Air Entrelning Admixture Ci66 J �,-- 7 Water-reduc ng Admixture C494 t-rCi7' IZ• 213 rb7 - A Do not backfill against basement or retaining walls until supporting `slabs I1151'15►�,Lti�l llUDf:K.' f7�Dl� hY3rr� tl.tCl�l��f. l-�/ and adjacent floor framing are in place or until temporary shoring is _ F All reinforcing bars shall be detailed, bolste^ed, and supported in M A1`1' 12 ht''If't�1 tJV 141�•L.LIZt'15 Tl:►J1" itlY n�zmemm as installed • I accordance with the 'Manual Of Standard Practice for Detaining Reinforced ' I x* Z r .. Concrete Structures' LACI 315-SO! ! ( pF e_ej>WL.fpAG,� LJIJ-11L t2�r vee_v- eL 1111 ICI-6e,e. UA B In no case shall Geckfilling take plate before concrete in calla has Cured � " � d I (or 2B days unless cells are Graced by special shoring designed by the G Concrete protection for reinforcement shall be. as follows I d I II - j - 1= AS i1t�IGat'Et70}� Ot��Dbi"iOt-I hL 1>ll ]'C15`t' ,.� Structural Engineer A� ( / Eonc.tte poured against Berth - 3 1'O0: �RD LV r�W 1 C)r7 to j �I-� �`• S , i I ; Concrete poured in forms but exposed to weather or earth ` I�it .!r t III "� 11 - - , C Cantilevered retaining walls may be backfilled after curing for a 28 day _ 2 �7 '� I ' .S bars or smeller 1 1/2` ' `/'iG_ rL+vl'-� �2 �r�r . �LQ.,tI I��II,r ����,vJl,,,`•r' 1£.Cj �tl•,� ' period w.thout the support of shoring _ 7�.Ct4 (� 1/_140 I Be r6 larger than :S - 2' / i () �GP�A IUl-Ir �OL.Ir2pC..�tol2 'S1-IPLL �oI-L00 e d I Concrete not exposed to weather or in contact with earth 0 Footings and foundation walls shall be backfilled to a depth specified by �� 1 k Slabs end wells - 3/4- / I3rl. I7tC1 �' toil. solo I -- - �,t 1 r� I e� the Soils Engineer or the local building codes to protect against frost. fi - r - / I . ____ _ �J i�T '�7pll"� �i��`",�! .' Othe 1 1/2' • 1 fl-�J�jQ• i _ heave prior to pre-winter freezing of the sot! N. Lap splices in reinforeinq,shall be a minimum of 36 bar diameters unless r , otherwise shown on plans Wire fabric rtinforcement must lap one full mesh II • I>��A„�>��- I � ; at side and end laps, but not less Then 6' and shall be wired together _� _ _ S 1 ERECTION b BRACING REOUIREHENTS 1�l , r 0 t I I ��;a 1 o I Malt n11 bars continuous around cornert or provide corner bars of eoual size A Structure' drawings are intended to illustrate the finished structure ulth N ` , 't and spacing. Provide two L5 bars around all openfngs extendirq 24' beyond .�.�f(/• _ ' - r all elements in their final poisitions, properly supported and braced The \� edge of opening + \. \� 1 t a contractor is responsible for providing temporary shoring and lateral .�� �j bracing of framing during construction to achieve the fine; structure iI i II J Provide continuous shear, tars et all cold joints end elsewhere as shown on ` C I 0,4- 2 114 Q lip.L drawings ♦V bt � \�I rQ�r IoI1Q11� ( iI � � � J I 2 � �. 21 >= r L. 24 � � ,� v� � t �y � F�t15104� 1�M':I ��JLL �r v tG� �raerl t�>:Lo�l� * B When requested, the Structural Engineer will furnish as an ndditl'onal , ' __ , _-- j1 /yi ' Y, P11 anchor 411,01/ LJ '3 14 service tempora^ shoring and bractn recormtndations and details , plates placed uith setting _ Y U 4 I bolts for column bearing shall be ^ - ___ templates Grout bereath coI-mm base plates and bezm bear.nq plates shall r i bee min,mum Of 3/t of non-shrink 'Embeco`, 'Five-Star', or approved eoual .~- -----L Eoutenen' shall be provided for heat•nq the concrete materials and O + orotect.nq the concrete curing freezing or near-freezing weafhrr, All ) ' j -.-,bI.Y �. y ''I - - -�- 11 { { �d1I� i2ar�ZEt7 2-2IoL1=GCSe t2 ttl ,:sg��' 11c' ---- - . , ! I I materials forts and ea^th in contact with concrete sral! be tree from '- p, X VI 1 f" IC��1�L1� o l�l�tom' ILOIIOr Lr`�� , d 011.' C� I �(�,Grl frost. ire and crew it J H till concrete shali be thoroughly r 1 i q v CO sOl.da!ed by v{pratinq or tamping during � � ` \ G l I queer!*t and •hail tra hcrouq�!y o^bed areurd fnc reinfo^ce+ant and in'o f fie. ,Qr , ~� ,��• ,., tht cc',r^• of 'he `err. ' Ne ne`cC-,�,ng...�._._f not 're rcCeGtable 1011'd �'("Ga i,el�+tool X11 doll!I I 11 Y 1 l • 171 t� J Ail meso,nry she;) be Sa1C up running bond with all ! po![o ,lot-+-- -true; t I I I it 1 ; I 1 i . -r�1 ,�4 0+ ,,-rot, ,�a o E �o � �� of 't �,� �o�; fluen, , Provide mete Joints in all bricr,vbrk• AI. erpOSed 1Oi^ts shelf be ' pp. I ! •\ I - _ tooled with a round bar to produce a dente sltghtli cenceve surface wet{ 1 /��.go�:G0to1 •ff �1 ��1011 1�1L�i ! ��y4 IIII bonded to the bI0c3 al the edges __ � , � I i L; ,1 j i , k iJc malorry shall be laid linen tnt temperature of the outsiee etr is below d0 � • .�0: 1Al d i . I ° oil i J degrees F unles- the •+a-On^y _s heated for a pe-cod cf at lees' 4? hours ' H'ateria ., to be .;led a,d Gu,l` upon s x12 tie free rim 'ct c^ )new i ♦ -� - jam' I + y I a I l - - - --- -�-- I s t -'oil:lol'4'1 . � ,I� c7,G. 1, e!l i ! I w j t I I L Veaticai control ,loin's in esen^y wet eh_.. be coated with a rz>in m 1 • F i i I I l -'--"^"- --- "-` i i I 1 I ° I I I _ horizontal spacing of three times 'ne wall heign+, tart not.'c a-cee: 5E' cr. 1 I I 1 � � 1 __- I � � � 1 i � I I 2 � renter they snail occur et naJCr >:nenges to we ! 'hlCt^ or et op en,ngs � I t I They shall consist of a vertieal_,oint z'reight up and dc4- thrcugh the use (n , i ,t # c�'24''VG, 'z,c8 I fyif U.r OI? ;Z-410 LJ 241 o,G, of full and heif unitz, With"the mortar deeply rated end a' least SOX of tra fr� \� I 3 `�jS� 1114 If lµ 1 --- T --+____-^ Our-O-Well reinforcing cut V\�v t• �!t ��� i IJ! l01I4� �V kV `r` .}-fir. 0131011 ro►�:0�� loll lbl'Q�� !ova=rz ,aM t �� 45;0 F!t)� o' 60f: 8a'd ' � � + I i �-L ' __ I• 'i - !I I, I' ' � I I 1 � I �+ - ---- , Z 1 -4 - lj/ I I �p Z51UP. 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W. 4 (V / • �-� - — — — — � _ _�—__— f 2 d��� -!-I--- +- � -I34�.X2'0� v� ��\. `L _Z�d �� - , ill i 1 1 1 V d4- V ! it N t3°Fl soot r T25 J 4 - _ dA i QI II 4�T� 42 1=�1� j ai'�i")G'ICo O.G, 1 ; M' l�oG�l B&P .4 --- ,�d 24 �Q !1:t Ad [-!o 5 111 o fZ1dl l� post \ ''f t t+ $' ` V _ III _ ��� ,/s.e,,�, ►21'� I Ii �,'�• k � , - ---`'-�- tl l:t` i�At� lh, � N �' Ii'oW;b31t1'I !�' _-v2w:02'41l�rouJ;63i411 ��t `r4 - /-1 CA r� Cep Ala r - ! m't t'AIl1. g'' k� � + r:— •M ;�Y• 9 g2!�1 '� - --_ ,��� ��' �'• I y - _ `. 1 0 � � � ' . —_.� Q,k { --�t► _ KII t 11 to11 � 12toj1 21,11 31�d llolli i =1°kl! 63 �i - 496 to LE-t7[.:1&V I.�I� a'W 8it I - -- - - -- - - - - - A (t� �s�Z�p01t ° �ilallO,C 15rvu�Et2Ety -r4o 7p @ ICr o,G, - 22'(011 N :•�' 4, 'i _ I Il - - -\------ --- - I Boyle englneenng, Inc .....•• �, 310 1 d alot�G 2t t7.Cirm 1'okll8010 _ ` (.00 rattl;Sol�1 •.� A �.•` I Il tt r f It r 1 II t irlt 2e �la,c, �, 4d #'>:1`'IMi✓r � t Alt j�i2b�� �o � �iI 12 o,c , N � - Q�i 700 t=r7� a ti v � ao , ?� 6> 143 � meadow dr suite n-10 .wL Ii�lpl;C' I�, pL4STt 't ! crossroads shopping center ! � � Ifs O.G. � • ' 8 r' Pfi 1�113/C a 1 l 1'ra b��1 c�4T I T-1-r? - _ - 2 0 I I / -� ti `� vall, Colorado 81657 m 219 r = > s 1!5 o i, � a 11 J h ,� i 303/476-2170 2- G t: --}-� ° .4-4419 Go►h ♦� 2 S Ga 11f T�k g ,y 4111 IQ'i �l�tl I ,fir 151'-5/1411 ' ` t2 >='L1>IJ r ^+Kr. �� �� ��' �?� �' �`�\ � t./ ° �.•� �y e _ �-� ! .r ' as.;a`t �Q� q, 2 /YI �` �h \� 11411 1 Q11 D2 - 0 1987 t - N j 2 Go 4 4 got- `t"- � SEE 12110FL' F:�OM(S, 1*o< ROUGH CARPENTRY °Io1�11---- -- - -- - -- -- _ - IOI�fII --SF1Etsi'L� PL4P012 r -�s/dll GIxC 1` C3 �aJfila?totJ p¢ WbLK Ic1AYiZP'tG�. ; A Conform to FS 2:f fcr lumber materials, grad nq rules of WweA, r"tnericen G�LJ� tiff pL�pa / Plywood Association for plywood, applicable publicetiors and standards of { i --*GjOLIi? 1�LC�GIL11-IL9 {2L`"CZ+ 117. ['' 4101) Q.C+. ' the Naflbnal Forest Products Association and the flnencan Institute of Timber Cbnstruttion and Chapter 25 of the 198'5 Uniform Eutlding Code , =o I 1X " -- ��P tGICIF�La 1�1I X11 GONG, Icl� lclW� !, _ fR 8 Etl 700�000spsi} be Doug-Fir S2 or better Fb=1450 psi trepetitive use) Co,c�o. IoIID _Gi*11'(�12E[� _ AD 0 -- YL+ XptS►1�lAV_ tri�i'�121/yL AIZOL)L1d I - -- - - - - - - '- - -- - _- 'a 0 " C All Glulem beams shall conform to Fb°2400 psi bending stress end be made r _ - - 1 Fran Doug timber A gradual seasoning period at mocerate temperatures .[ 1011vj1L'''I-►II�G^�ibtG�tri7 L ! 1L?11lall @1`F_ � 1'(Ol'S1'l)i?� f3tsCZ121�t2 t�t'k1L1, I�EG�111L-f l �(� f r- --- -- - ----- -- shall be provided for 6lulams upon enciosirg the structure to minim;e `/C!` f i 4 , \ 1 excessive check[nq due to sudden humidity changes. Y -� I U U i , 51�aP�i vE�I i'Y tai I ,dt2C,i-t("t"�G.1: ^ ,J�" - �p� _ ..-.....- - ------*--•�-----2=�:z`1 o t-�t� �rz...�f � _ COQ � `� � � e, "� &2L� D Roof sheathing shall be S/8' C-C EXT-APA 32/16 plywood, unless otherwise i /� - j - 0 `p noted an plans. J,� ` I r ' 0' 11Ot'ES o1z 11A11.111C. G 2`�i �a>=<,T1�1►!v. v T--_ _ -_�1211 p�G�'��� � ��f���_ E. Floor subflooring shall be 3/4" C-D INT-AFA 42/20 Plywood, unless otherwise - -----• - - _____- _ _ --_ ---__ _-_-___-- _ _-_-- _ ___ __ _ noted on plans +F Nail all plywood to roof rafters and blocking vith Sd fJ G" o c at perei \� , edges and 9 12" o c at intermediate supports, unless otherw.se shown j Y� t1 Gi1tA-'ZA. ' �;.�i[ �,,,r �(�,Opk 11-i� C'-A-- 2-'r, > on the: plans Nail Plywood to floor ,foists and blocking with 8d 0 6' c c V ,y \� at panel edges and @ 10' o c at intermediate foists, unless otherwise a l �{{ g 1 6p yC 4 ; $, Wooa studs may not be cut or notched to a depth exceeding 25X of their 1 shown on the-plans - ' _ _- ` *-,-__ ,_,,,____-.�_�� w ��,-_ + width Wood joists or rafters may be penetrated with a hole no larger than i Cf I+•i �) I I' diameter located a approximately- mid-depth and ntdspan of the member 7 II G, All TJI's shall conform to the standards of the Truss Joist Institute. for ' S I ` i , Any deviation from this specification must be approved by the Structural , e_o-riIZE lJot15� ( VZ e-I? pill ) , 3 I a UwL W IpplS e �I1pG, i'o.rei 1121I - _ 26, 35, and 4 series. E-2, 00,000 psi Installation shall De as per the I - FN� I\` Engineer � t ( manufacturer's specifications - t�la���l2 t3a�GZV M,&-e �� 5111 t'I nti'�r0)- _ �, � . �. ! 1 ��� L� l��D.G T Minimum under floor clearance between earth and wood framing she!! be 18" to ? Q H Lumber standard shall be American Softwood Lumber Standard PS 70 (U 5 floor joists and l:' to floor girders end (edgers, j y ( 1 1 Department of Commerce), S4S, MC1S, moisture at tire of dressing ` } _-_ 1�• f � 11---------- -" �' -- - --- -- -1 -- - - - - 9 - I ---- --- 1 6�-r~ V U Studs to exterior wells and interior bearing wells which support o e floor , I lnstellation{shell comply with the 'Manual of House Framing' by the S }- {, {,-� nV 1 l tJ and a roof shell mat be leas than 2rthe and which support two floors and s e eJ Netiona7 Forest Products Association, Including nailing, firestopping, 3 i ( , r 1 roof shall not be Iesa than 2x6's to the bdttor of the lower floor joists O Q enchdrege, framing and bracing. 7 F� - - Y 9 ' t__ _ 1 1 � � { � } end ;xa's for the two vcper walls All studs to exterior walls and inferitr ' r L --T /tlldv +- heering wn11s shnll be placed et !6"o c unless otherwtse shown on plans J blue plywood subfloor to Ploor joists end plywood sheathing to sheer wells using adhesivt conforming with APA,.Spec,!icatlon AFG-0t (U 8 C _ jolsis shell be doubl.ed under all parallel wall partitions�_ a V Floor�J Standard No 25-19) IQ re,Imum heights for 'rammed walls shall be 14' for 2x4 t.alls and 16' fcr 2r6 K, Al 1 connector hardware is to be manufactured by the Simpson Conoany, thn �Jv �� - _1 14 11� T ozi 16j0LIr z 'G1�Limes ' I i mot' N 1 Silver Company, or approved equal. \[}�tW y • _��' 60-4 1A '1-I-1 tJG(I-I 2-_ t Q 1 I �h` ti 01men5iom5 for framtnq :hall be as per architectural drawings ' f k ( L. Provide solid blocking of the same size as rafters or joists at lines not to 2,Z CG 5' P-5 1 �Jl1E 1<Pt SIVC_ I +lp " , - �V - - - - - V _ _ __ _ d � "�1' �1 1 n exceeds feet maximum specirq f T - - \� ( AV Y All °:crolams shall conform to the standards of the Trus lots` In51t2 to for (p>< �d, S t't1t75 �4{i l ' Y t�� _ 1 ' �C I }i V 9 1,r.' it 7/8' 14", 16" and IS' depths E-2.000,C20 Psi i _ /Y �r { M. Maximum nailing shall conform to t1•e following nailing schedule —__ IZN1; rx�r7"i rn TOP--ice. 1 V w _ q g - - - j - x- # 1. Joist lc sill or girder, toenail. 3-Sd J i(_ �_ i T /1 Slutams al,d fern/+-s a+peSrC 'o exterior ccrtltttons re0uirn narnennnt _ - 2 Bridging to }oast, toenail each end - 2-£d {1 -_- - 7_- `- 1 C e.r _ A d r trratment tr eccertlance with A U.F n standards CI and C. I'%G' subfloor or less to each jots• face nail 2-6d ' V Uider then 1"r6' subfloor to each joist face nail 3-Ed _ k 5. 2' subfloor to joist or girder,blind and face nail :-16d � M f 6. Solt plate to ,foist o^ blocking, face nail 16d 0 16'o t ��4 a s 4 p ,�ILI<s.0 E tl f[fA I�IZ N - } 1 7. Too pintt to stud, end nai► '-16d �? 2�IZ i�l� 2><L2 l 8. Stud to sole plate toenail w.th d-Sd or endnetl with 2-l6d j 1 PF h'IEMEr�A1.1� _ _ 9J N i 5 Doubled studs, face nail 166 t` 24"o c r 1 1 1 ' lC 10 Dauhled lop Plates, fete nets lEd C lE"n c 1 ` I �1(fsfJ r;:,`e L111, y�L1aE{Z' I�GK `'� I 1�� -�.. �yt '�' , 11 fop plaits, )cps and intersections, fete rail .-r6d '------ /nt "*v fj k2r Continuous beedCr two pieces '6d f• 16" c atom; arc*,Yrdge 7 -roo- _ S Y 13 Cetitn9 to - tc D1ate. tr,era I 17 I - _ _ _ i4 Continuous heatler t� stud. toenail 3-8d I y 444111 _ hh - ' _ -- ..� 15 Ceiling joists, Pa ova- pra tern, fact Holt -160 15 Ceiling juts to patella; rafters, face nail -16d '- -��ID I + 1 { i i I 17 Rafter to plate, toenail . ./3-8d 1 18 1" brace to each stud and late, face nail ,_Z-Sd , 1 • �- kLA.LK WA-Y 1~t=MdA ; 19 1`A8' sheathing or less 'op each bearing, face nail 2-13d _ w, U1 I 70 Wider than '">,8" sheathing face nail each bearin 3-8d :t Built-uD corner studs 16d @ 24^o c ... built-ub girders and beans 20d f3 32"o c at top and bottom )� and staggered 2-20d at ends and at each splice ` >� 23 2" planks .. . , . 2-16d at each bearing " �y- n, • _ " - �� M $ee plans for any additional sheathing and decking nailing notes `j r 2X8<� 1�Ii dG, f -�' �'� .1} Z,a�j 2�1�� IG,IIO L N All headers shal be 2-2x12 for 2x4 walls and 3-2x12 for 2r6 walls unless _ .i-..____-;,__..__,...7_.__-_!--__.�L...__ _ otherwtse shown on the plans All headers shall be supported by ome•trimner - '? p ?-2 R ht T._._._ ; �I n ` yam,,,,...✓''° �.i ----_.____` O_ __-.___ _._,.__ ___ _ _ ...._.._,._._...______.V _..___ __.. V V 77ff - ----� � / tech aide unless otherwise ehown on plans ^r�+ r/ 10 All exterior walls and main c^o5s stud partitions"shell be braced at each J \ 'V •FS/ end and at least every 25 feat of length by nemtne! 3"xd' let-in bracing, N X Af N �tf �( lY unless speuflc shtathtrq is indicated on the plans +tJ V N \ X /1 P fl11 burl!-up girders, beans end headers shell bt glued with edhtsive Q + M^ y\�t ��1j ^{� \ /t�3 _ (V 1�/ conforming to APA Speciflcatien AFG-01 end nailed as per nailing schedule. ` V+ \U �� �J /�.� �' Y m , 0 All mudiills and wood used nearer than 6" to the earth shell be California n x �//7( f !�• T„ 7 / [ 'Y �,V� �1Q 7 ,4 (2 `-j= 2)G12 Redwood or pressure inpregn'ted with an approved preservative as specified V' S n U - i 6 C Standard No 25-I. R. Sill plates shall be bolted to foundations with a minimum of 1/2' diameter `5-2 CIO I '2.c'I O 1 I \ 1} F Dt +ID i 1 anchor bolts spaced at 4• o.c end embedded 7' Into Concrete there shell be a minimum of two bolts per piece with one,bolt located within 12' of each )� Fx h y It X J ^ t� ,yf �'(+• z end of each piece JN ` -- - - - -- 111 _ ! _-- - - - � Q - - ,• k j _ � ; � - - v '" _ � t '� �+ � aKE t F ,aIC� �U 1 1 M. - h k X 1 f - 3 f0 i2 G.Ft7l 12 7c v 6 15G2k„ 3f�A� P ..!— �' QP\d-� A L �' -at, SpPG Eta h 4_ Q A. K� b.t3o•rE 1��, F�,�M�, 5>rf: t v I I - - __ +ja,_ (,IILpI U(. �1=G1 IOkJ oIJ� m , �� l ` ry __3-2><0_ ,ui Y h F� ! 1 'V �• 1 i lit i�,_K>✓ A `1p — 2-2 sc Iv = � 2 I D �jZ�to V l q 1 1 ! -- tp�\ :(J l--/►� �'� .'1'+ �.V i 2' ti ' ---'� - X -Q -- a I J X Lives P&V_ L-1 Lie 1 +V Q o + 1 I- - 4d Q - i 5 i#5r KAaLJJ 24 tp W�r� M, _ N V +� Z=2�bI.}G 1.102 t34Li"� �= �\\ �* _ I ��` f �. p►�`rlr - -- � �_ � I V I� � � j I N 4 _ - II , '�-. � \ - - �?= 3x Id�'5 G�t7A1? 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JI _ � ��a-/ � • - , - - L �, �� � ( Ott �"� '�` r17 { 'n �"�� �'n°�✓-�I � - _�'� I , I � Jill �F�ml� ILI I ! j LrotAr_-W -elft-A.�e'1./> f. .... _ i' e _ _ _ "" 'I _ 1 LLI 10 -- � � FP }' { � __ 1 — t #' is ' �, it t-J ', a . �• {• II r _ ! t � I t i a i i r t' E I '�"_`^ —...,.�,. _ _ — —.•__ — � � ' + ! � � � � q�, w � �, t �� � � 3z � � ����li S� ��. �t jt tl 1 { lt�+ 1 —__ �� i ��.�� �� 1 , 1 � ���—•�� t; � t � � � I � � � + jt � ����t \��� � 1 � � � 'l i I� 4 t i yl I� I ;� � I� +� � �' , �� El J_z �LOW f✓,r�r �t +-. __ _ �.� -t► - - - - •�� {' .� ;, ' q ,� „ JUN ti 1 1987 f ,! 1 I I F ,.. 1 � C � � � I � + �+1r-- �• ;`L y — -' ,�I �C t 1. I` —t��I � � - , � 1 ♦4 1' - t-1 -4-j 14 E:. ,L t VZs,-r I 1987' p r ► ,fa" , 10) 0 L 1 ` Tt t t I k LLY:__ 7.. .e-LI.r_ , I L11 f r -IDI�QI ejf:,o_f�-Z_ _ A�{7n1 if t�iLii k1I-e-�1 �1 I _ 1 JIV �qotjp v4iffev�7 At LLjL LV �. 1 ` � �• ; I - I 9 L4 z ` — H� _ ---° - i i � GD�lEt2EG �! ; �AI.L {J�vF�Glrit.l�1C. I{S c�l►1� �C'f0�117� I ^ ! _ -a a; r �{� _ �` - 15eyoop �t e-.41401 4 to Lt p� E m t , � -....._, ..� �Ubar2 t�f✓ctCCG1.T /a:��a � 7r15 t3ar�! I t ALL fj_ Lt IL LL _ __.______,__._____.._.,_ - - _ _ ._� x15-f'1�1Ga lr2,aC'G----"`✓P ~--' � , � _IrL�%t 9t�'1ui' i?EG1C. _ _ r JUN 0 1 1987 rte I 4 F r 01087 i VAT lE+lt� t - -- -_ --._ __ _ _ _ I ExCfi '-,z,..,._._,_ ,_.. _ _ .. l0'rCRETE _ � - � F pw gww - GEnEPPt. NOTES 4"st ' i 1 This structu^e hat been designed to meet the) reau:rements of the ISBS ;A fi .l laptait and organic material shall be removed prior la placement of i !. All concrete design is bated uutr 'he Building Code Reouirerentt for- F , _ 3 Uniform Building Cafe with amendments as adapted by She Tarn of Veal tootinQa or_glabs. Reinforced Concrete" (ACt 18-$31 and shalt be constructed in accordance y!� r - d with 'Specifications for Structural Concrete for Buildings iAC1 301-84i and ` 611 omiss:ant or conflicts between art out elements of the worsing drawings 11"" S. All excavations shall be clean level and plumb', ? ! I Chapter 26 of the 1hB2 Uniform Building Code - 3 � 1 andlor specifications :helm be b^eu;,ht to the attention o f t he Structure! rC Excavation shall penetrate good beartng soil as specified on soils report`+ --__ 7 8 All concrete shell attain a minimum 26 day comoresstve strength of 3000 psi i Engineer before proceeding all any nark so i^valved. The general y • e - I . contracto^ shall verify all dimensions and conditions at the iobs.te and and structur6l drawings r 1 Air tntreinment shall be TX minimum for all exterior work , shalt ,�,e responsible for coordination of all wort and reterib..i, J .nc lud.nq i ( ' i i ` ` those furnished by subcontractors f0 Contractor shall be responsible fat shoring e.cavalian if necessary, `When e I + C. , A1I reinforcing steel shell conform to ASTM Specification A615-81 and shall 6 k f requested. the Structural Engineer will=furnish as an additional service ; ( i be Grade 43 for t5 bars and tnetler end Grade 60 for 96 bars and larger I Live loads used in desi^n excavation,shcrinQ reconmendatIons and details. z Reinforcing steel shall be tree of loose rust scale or any coatings that 1 A Roof - 60 psf v reduce bonding capabiltlies- B Wind y E,' Backfilling of excavation shell be as per bockfilltng specification and j Less than 30 fret - 25 psf J drainage requirement3 shafwn on structural drawings andlof soils reports, r # y D, Welded wire fabric shall conform to ASTM Specification A38S Over 30 feet - et psf j i 2 j 1 J ��43 ' 4 C Floors - 40 psf $ F Eicavetions shall conform with,standerda,in,Cfiapter 9 of the 1982, Uniform i q I E Concrete materials shalt conform to the followin A57M standard , m , Building Codes 1 specifications g S �. ( a a I e T 1 D Earthquake icne l se C.} f � + � � Portland Cement CIED, Type I ♦ v � 4/ L E Foundation ❑esigr Lased uao^ antumed'bterinp case*_i'v of .'.3C0 p•r and t (` m • , j m - Aggregates C33 t an assured lateral pret:ure cf 50 PCf Tatse aii_rotiint art to tic vtrif•ed I } Water, Clean, drinkable + fee cf frot ^o ectiar shall be provided arcurd a•1 fau^mdattcn _all; ' BACfiFLLLING � e n � � i - 1 I 1 � Air Entraining Admixiurei C.60 � � � {�+Y 6 repisiered tei3s nginet^ a' Ste time of e•Cavtticn A m-n our ^f fat,^ x 1 Footinct shall bear on nalura• urdEiturbec sc_. i Wafer reducing Admixture' C494 , — ---�^ _-�_ __ {�- l a a A. Do not backfifl against basement or retaining walls until supporting slabs, I { �^��-- - ^�� -�- t � _� . I The Structural En;,tnee- stall be contacted our•ng +'-t atrclition a e end and adjacent floor framing ems Lh ptaaa or until temporary shoring to ° _ $ _ _ _ _ _ __ __ _ F. Alf reinforcing bars shall be detailed, bolstered, and supported in j <_ } given the opperiun,ty to 'inspect the existing sir„cfurt prior to renotal ar s f installed. accordance with the 'Manuel of Standard Practice for Detaining Reinforced r ! < S _ t Concrete Structures” (ACI 315-501 1 - ( er, t'ructurai stem-r't _ t^t u -at he _-iii. • corm_;! ^e { tr.t t ll g ,p I • t �` ° _ s C.-ls'ent lit, the astumpt.ont utee in oet.gn � Ulf 18. In na cast shall batkfitiln take ltrce before concrete in walla has Cured — d i for 28 days unless walls a^e braced by special shoring designed by the �� J Q G Concrete protection for reinforcement shall be as follows \� I off, ^ ^. III i 11 ,� r�,z�s�u t'a,-t•� Structural Engineer J �� A { j ^ Concrete.poured against earth - 3' '�O�t G��p (p /tQ�� r (,p 11 �V 7 i Concrete poured In forms but exposed to we$thcr or earth — j r I C. Cantilevered retaining walls may be backfilied after, cur tng for a, 28 day - JI :S bars or smaller - 1 lf2' �x1d11 . - �' : period without the support of shoring, G.0U1. (GI r _ VZ L,: 4"rWLit Bars larger than :S - 2 1 �'f.�� • 1 [ 4 loll I Concrete not exposed to weather or in contact with earth I 1 OH. p� Jy' I � 1 �Qbu;_I�71k_ 0. Footings and foundation walls shalI'be baA N tied to a -depth speeifled by T 4 Slabs and walls - 3/4' 1 the Soils Engineer or the local building, codes to protect against frost � $ � i i ( Other - 1 112' f ♦ I � �1 brim - �� III , N Heave prior to pro-winter freezing of the 4011. H.� Lap splices in reinforcing shall be a minima of 36 bar diameters unless I '1"� • _ , ° i { j I t otherwise shown on plans Wire fabric reinforcement must lap one fu11 mesh ; 1 Y III ' I i i i 1 �� 1 f at side and end lao! but not less than G' and shall be wired together i I t ! M-5 0-r ERECTION BRACING REOUfREMENTS' f ( 1 d p 1 { 1! l.l-r&1('.1!a 6'. I. Make all bars Continuous around corners or provxde corner bars of eoual size + �y 0 J f iitt lA. Structural drawings Are intended to illustrate tit flnistted structure with f l j 3 j I I G I and spacing, ProvlCe two :S bare around all openings, extending :4' beyond V t f(j♦ I all elements In their .final pololtions, properly supported and braced. The' 1 1 � } 1 1 J edge of opening- contractor lay re€ponstble Jor providing temporary shoring and+ Lateral j orating of tlxeming during construction to ackiieve the final structure i I 1y 11 i i I t # { " I. 'Provide continuous shetr'l,eys At all cold ,joints and elsewhere as shown on ���� p1 IIi -_I it I , ► _2�8 i4 QIL• 47tZ 21� IQ `a 2M UIGi I 1 i drawings 1 1 I Id v Z �[pbrl51o1J M 1 i lJt_4 k�r " YR When requested, the Structural Engineer will' furnish as an additt'onal ___�. _._... }- , _x- --_- -�----- l I i service, temporary shoring and bracing recemmenda'.iont and details, —t_- 1 ��-�-! _ 1�-'� j l �� --i- ___� ;F. All anchor bolts.for column - - /� t! _ ..„,., ,.R,•....,,v.,_..•_.,,._ ,-x, _,.,_.w.,.» ..,-.�,4_,.�,,. w..w�......,._:.c.._..._ �"..�. . .-�c W, j ( f bearing r i np plates n t e s shall b e Placed with i h 5 e t i t nq d r o v? LlI 3��(1„II I C I 2 n r 011 templates' Grout bereath column base plates and beam bearing plates shall + - 1 l be a rtnim..m of 314` of non-shrink -Emtteco'; "Five-Star', or approved sous! —4 m 31Q1 �-•-----------__ —{�I�rt 3111 i _ - 1 C Eouipnent anatl be pip+ided for heniinp- the concrete materials and 11 f ( protecting', the concrete during ;meeting or near-freezing weatther, All V l M1 ! rj ��ii �+ 1f �' _ 1 i�� '' ! L���' i�p 1 1 " i , , i materiais farms and earth in contact with concrete stall be free from i4r_ I IC�rita, i i / �pl�ir-a, I ,,�i ai61 frost, ice and stew, { t 1 ! 1 l M A1! Concret • t ° { , , I I 1 ; t I e shall be thcrountr py ttnratinQ or tanpirq durirq iv !s _oLtdatad plectrtrf And •hat} be iharau^� I I v .r -Dried around 'he reinforce-tilt and info fie Cc^r f +he rp^rs i4 n �'C't 0 c t Coto n t i q w•!1 no! he acceptable , I �l:, 1"prd.lot 4 M , y - 1 J. All masonry chest be ia•d up ruining band with all t,paied loir;-• ttruci 1..�1 Il�l) ���i�.�Qt�t Q j p i '21,0JI _ \� __--_-_ _ _ ___- _ 1 ! _� _j , J t _ i flush Provide raic Joints in all bricVuort , °All taaosed ;omit shall bo + ( G/� Q I J t t T i f tooled with atround bar to produce a dense slightly concave surface +.ell j ✓ (} I ec)le.? /! �I e) 1'211 1�1 2 1111 hhE� 0 1 i J 1 bonded to the bloc; of the edged I / ! 7y � £ I Y 1/'I , , j 9 111 + 1 I i 1 + ,h, No nescrry shall be laid when the temperature of the outride air is trelow 40 j degrees F unlets the ^+asonry is heated for a period of at least C8 hours -,,,_f I a i ' 'I ! I *• Z Material s„ta be used and bull! upon shill be fret from ice or stew. L. Vertical control icinit n masonry .alls shall tit located vith e ma imwm 3 '_ r t ; horizontal !pacing of throe times 'he well he•ght, but not to e•cety Se' cn 11 V center They snail occur et nn3or cnenges in we,! 'R!Cln.ss or at openings, t ; _ ll � 'll ✓t /I� jl I j a I 1 Ii i They shall consist of'a �erticai oint strat:f'`t up and down through the use ! - i t tiG C� l . a I T 2 10 e 24 ,G. of full and h41f unlets, wilt ibe mortar deeply rated and of least S'ux of the - -- Our-O-Wall retnforcing cut ; < 14 11 33 j� ' 1 1 r l ��' � �♦ I J — fi7` i S�D') # �D�tl��3tQfl �'Gglc�i�"II Qil '�-� i� El 90'01' _ 1 7 _ re_ G f Q ei► r ,`y�� —�- '`' 1 I _-_._.._...__-..m..,. —_.__.__. t 1�1 �� - + !� V�� ill F J 31 1 I t tt l - _ - i -j t I ,�Dbd:�l�'VIII ! 51 ( -- - - Z'%r �c 1G?�2 :,o 1. Ole J2- (� K �i y� !`�1Ls GG'U1', + } _ _ iii �0'' �� P�.� ..� I � 1 1 'l =�� rs�a� � � "� � � r � � � m - f�1�11 _- - _- -11��11 � 51011 •r � W 3 a �� lo�*�l _ `4!�� � ' A dr { II I l 11 1 — s - �- IOr �to101 2.cB . ..tom a.4. aK' 2� 1Ot"2GI.41G _ � 7M ! t �♦. 1 } I1 ( _ .SOD ? t'p1,1{,�( 4� loll _ l �, _ _ , ____;_�--_,•. � � a I ti f __ - ��--�►----- - - - � � _ � � + i 1 � �_Gol1r.prest S�EIi' 1 r� Q _.i i __ -__w- --_. - v t l - cq i - - -t •�� I - _ -}— I t-- �' 1 �� ” fl 1 =toW:c)114i1 TotJ�g2 d'!�_1'�t�dl _ 3141' \i3of:; �0l011 - I =T'Ok11 c11141_ I I �� 41011- I Lif It ti� Yt ( i -'a w"ciol Oil , �Oy1 G:_>✓�PT�1* �"Otc�� )o4411 1 1 N, t'FITh Al2E1� — — 1 1�- -m +�_• - - �� � - -- i - .-t a�----- - -- � 3 ; _� ( .�_ 1 52 .�F�Jj :! •, /} y ,.p /� :it J/' �}' /� d /� T �1 I C .raw/t /] /� p /� - ,- F '- � #_.L Cr 4 I F t�i V 1+ 4 4 V - ��/ �i� / `�/ ,G , ,� ( I 1 7� µ 1'- 01 cm)4 � (7`V + \� , � ( ' �L/W.V0r LF� � f � 1 '� � � i h-4 y K 1 X i { Y _ f / lie ♦w , 1 1I '--" _-raw:mil A �d F: 841011 41011 �- �r:134 a - I�F'tS2i o� = t � / t� .►���� I - �'� �' ,�' m ►� i�dl �--o � �,o f , � � � i. �'� � � `— � .--� � I El _,- - 1�.— 1 .gym.-..i. 1 ` w�► a.,. -'"__ -_ __° -__ _ " f'F - "- _ I _'_ `•_ -- _ '__ -- � __.._, ___..__ - .. -.... ... _ _ __ _ _ ' 1011 a ( � ic1., t°�, , t , { •� 4 � - - l 114 _ � � � 4,q) �� 't3df,! �4Co11 N M °t�1:671QI, �e __ most 4�-,C�� tljr6el l._� O{�I�^ --f _ �1.15•C� 1�C'L: QL-A+l� • t� S2 —V�' �itxlt rL - t - l 1 Jul iOW., �;1Qi1 _:_17-r•p�Y,-al[L aP� - I Ili r� N = $ �i �o0 t- --1 �, 43,�♦ o I I II I a I l t• d _ \ -IVI�l;�1 a� —•---'- _ � ( --� 1 i� *p d�A I� � 4 � ..". l "y! f� r=11�10j1 � _;,•���, � �� � ° �_ ' t ( ! �' yjr i ' l_ +I_� � � �, �' , �0/�G /� �Wr I ��IVj1 ���YO , 1987 iw �5�/Lci'•r, �9 O,Gt _�-�1�'hNr;L�1.1<_B�ti f~J�c--� � � � ____- --- ___-- _ - : �,�._-._._''/ i �.___�� �'-#�irrj; _ I 1 1� i i"il 1 1270'IDS'411 � I a � -ro �f 11i1 o' ��o �` I I 4° I II r 1� • 1 I fi- i I III � r{` M 7-ro lei,83 d - ' ^_ a- ,, -� ' t �' / rIN r -- �- �.- � , 41p11 - � �__ 12ioi' -21st' � i�'1 11oji1-'-````�- -- - — - __ 1 _ o 1 1b'p11 t to — --�-- ~221 toll N • . 4 _ o' ,��u � _ -' "41 #�� 'Il✓IC � i �►t►E tt - d_>t_. c+? I2o•fi*; �► `� .f'� 13Dr: 7[olail rl�Cll. �I� - \ -- ' a - -- — l�! -�'` b� -- �- ti ` . I �- -a- -!- `'y' 5�°`r°51 ac a-5- — Loll-r:l 1"�0 - -�} �� �t-�S�oar — `_ - - I# \ a C '_ 1 a Gd - -•- --- ' V� , 4111 411 - - -- S1-�11 - - - - I�1 14 11 - --._--- •-. __< p-) ° , 21,0 = m -"°�2ldi-_ -_ I:p:i! - _ _? tZ F't-bt1 -q� k43 ` u'� �� t� �v�� C/ LJ 0 �,.� I f"L _ _ ��i �1 p _r __4'I =0'� - _ = I�Ii - == .e' 41 r -_ u �a 1�t!- -_T _. � I' III �r4� - , o ° `)' 4,� 11 III Ip! r . a 1887 f � i 1 - Z,4 10 - Ila- L/b4Z4�1.c-.%e- Oorer sp ll_ _ - -- ROUGH CARPENTR+ 5 1 ral�ll I II L „ �itT��s rN �r ov12 . all-�c�,c ri' c3 r�� a� a< AY v - " T - -- - --- -- ---- ---- Io - - --- - - 5� - Gp t"1[?l.) j,�H' J.eJ �) , A. Conform to FS 20 for lumber matariel5. grading rules of 'UUPfl, mrrlctn Plywood Association for plywood, applicable publications and standards of i the( 1 �1 SO_L V OL1 ,94-141i-1c� 121:Q'P. C 41d 0.4°_ , , Tim National Forest Products Association 5 of he and Uniform American Institute of Timber Construction and Chapter 25 of the 1982 Uniform 0utldinq Code =-;fi`�?P_iL1�11.1Ca_.Ja1�_ 3-GONG, kij'1"�iWt~_ pp e Y _ 8 All lumber shall be Doug-Fir 112 or better Fb•1d50 pat (repetitive use J, V V _._l0>��'�r��tQ__....a:.�"rlr�'��.1'��')-l' __ i Y I �- _l • E-1+700,000 psi I I � ' C, All Glulam beans shell conform to Fb-Z400 psi bending stress and be made i 1 } I it ! 11 "} from Ooug-Fir timber A gradual seasoning perlotl at moderate temperatures ,,( 1 ° I �.i.•.�.��r ID)L� La"It'Iri'�LiC�L.'r7 - �1+��1/i �� � r3�srtRlEJtz i�EG�1l1G-► r ! Q __ ___ _____ ______- _- ---- _ - l< shall be provided for Giulams upon enclosing the structure to minimt:e ' I- 5l-ls0'i ''- 1sr ✓Y t�! ^I?GF�t-t'`eze -- - - \� --- - `• - 1 excessive checking due to sudden humidity changes n V O `}ti _ ___ _.f_J/ CtP�GP2_.. 1J A 0. Roof sheathing shalt be SIB' C-C Ef(T-APA 32116 Plywood, unless otherwise SN rN I urn r•# _ 2� i ) ;•11// I ad r'�'- _ _` 1.�-15t71���k' '��1�• 'C`d _�b{j• �?'!;� Ia>*Il•- - � `'� - (�" tEl�ls♦� �i..IC. C�fv'' ✓ noted on plans. � ' • , , E. Floor subtloorinq shall tie 3/4' C Q INT-AAA 42120 plywood, unless otherwise , \ _J 1 noted on plans. iF. Ndii alt plywood to roof rafters and blocking with 8d @ 6" o c at panel .a edges and 9 la" o c, at intermediate supports, unless otherwise shown a , ',r ` trod llJ c� -_-_ on the plans Neil plywood to floor Joists and blocking with 8d @ 6' o.c -- - -- --- - r - } �=Y -� �� I at panel edges and @ 10' o e at intermediate Joists, unless otherwise t / r (�y� (� S, Wood studs may not be cut or notched to a depth exceeding 25% of their j�+�Ito J OOOCCC __ oists or rafters may be penetrated with a hole no larger "than Orr a' a shown On the plans width Wood�r� _ r - y' ' _4- a...�.^ _ I' diameter located a approximately mid-derth and mid5pan of the member. �O i - ^- Y �µMyr TY„� �ryw*� - ^ �r -� V ^ � r G All TJI's shell conform to the standards of the Truss Joist Institute for ' i Any deviation from this specification mist be approved by the Structural f' p -� Y ZS, 35, end 45 aerie;. E�2.200,090 pat Installation shall be as per the Engineer �110•L• -t1�.r�GL-t�ZJr-- - -- Ni i �µ manufacturer's specifications t 11 ____ ___ .- _ _ __ .___ w_- f{fk t o -- 1 tFia� � } �e���- `L -1At ,.tu��'•� 0 4,1 1� � y °` "�' � � j •�6P � 14�D•G. � ��` I t T Minimum under-floor clearance between earth and wood framing obeli be !8' _Q_ _ H. lumber standard shall be American Softwood Lumber Standard PS 20 tU S I I 2 ° -��- „ - Department of Commerce), 545, NC15, moisture at time of dressing. t 1 floor Joists end 1 to door girders and ledgers J g' F} -. - ;-- -� _ Tom• ��?___� --- ---y; I , ro V + ^t` YY I U Studs in exterior 4elis end interior bearing walls which support one , floor 1 I V Instal let ton shall comply with the 'Hemel of House Framing* by the • Ir ! ` i and a roof shall not be less than 2r4's, and which support two floors and e ? National Forest Products Association, including nailing. Tiros tapping, i j ( I i roof shall not be less than Zx6's to the bottom of the lower floor Joists � ( • � =�-�-- enehorage, teeming and bracing Q � ( � I ' s � and 2.'e's for the two upper ua13s. Al! studs to exterior wells and interior _ — f J f it J. Slue plywood subfloor to floor Joists and plywood sheathing 'o shear J ! Co*'r 4 ; bearing walls small be placed at 16'0 c unless otherwise stoup on plans. { - ' _._______-_y'V� _ _ _ _ �, _- ____.., f walls using adhesive conforming with. APA Specification AFG-01 tU B C - �T ”- _....�_Y.�:L_i V Floor Joists shall be doubled under,all parallel wall partitions J tQ 1JW P_ Standard No. Z5-18) I -p Q- t`s V � W Maximum heights for °ramtd walls shell be 14' for 2n4 walls and 16' for 2x6 'A t_ _ v,^_ _ f K All connector hardware is to be manufactured by the Simpson Company, the 1 - i welts, Silver Company, or approved eoual /7 n' 1n ,/jQ `F � r1 r x Dimensions •or framing shall be as per architectural drawings • t4--_--------V -- ------ � r .._-_._,._..-_._._,..___......._._ �....._ _ X _ _ _ _ _ i. j t. Provide solid blocking of the same site as rafters or Joists at lines not to �. -��'1� _ - + , ' exceed 0 feet maximum spacing - V /�V V All Yicrolans shall conform to the standards of the Trus Joist lnstitu'e for 1 /, !aC 9 1/2 11 7/0 14', 16', end 10' depths E-Z,tl00,000 pat, N Maximum nailing shalt conform to the fallowing nailing schedule's } 1, Joist to sill or girder. toenail. 3-8d T� V _ J r-- i, All Glull5ms and hYCrola�t exposrd ro exterior conditions reoutre parrantni 1 _ __ __ Q 2. Bridging to Joist, toenail each end. a-Sd X preserveti�e treatment in accordance +with A W,P A standards fi and C2, 7- 1 3. 1'x6' subfloor or less to each Joist. face nail 2-Ed }� - s -- - #°- _ P ---- --_• - - - ,-.. ---- 1.. ------__ _-. _ _ _ } 4 Wider than I"x6' 5ubf lccr to each Joist. face nail 3-8d _ p�- V ! _ S 2' sub floor to Joist or girder blind and face nail 2-16d - B Sole plate to Joist or blocking. face nail, !Gd 0 16'c.c 7 Top plate to stud, end nail, Z-SGC } + I •'Ty + 2><r2 " i 'y, s - i �� 0 Stud to sole plate .toenail +.Stn 4-8d or endnail w th 2 Map- _ 9 Doubled studs, face nail 160 @ 24`o c � .{ _._.__..._,.,. ___ _ __ __ _ __ _ X _ (J9 _ _ _ _ _ 10 Doubled lop plates, face nail 1Gd 6 !6'0 c 1 _ Top plates, lap5 and intersections, face nail _�„ - 12 Cortinuous header two pieces 'Ea @ IL' o c along eeO epye + IJ Gatl'nq lo.sty to glair Lcere,l _ 8d " •yJ ! 14 Continuews heaCar to stud toenail '-bd f. _ - - - - ,_ i i I I.' t � ,-� --,, -;., -,. -, s _ _ ----- _ _ -� _ _-,-- - - - - - - - 15 ' %ailing JuiSis, lacy over partitions. taco Hatt 16d "`-f - - t- - f� - fi ^ { i6 Ceiitnp Joists to nareliel ratters, face nail 21d 1 � i� 1 `i �r� 1 �� (y f i� j I 17 Rafter, to plate toenail 3-8d G✓�rrdCd-r1QL1 0t' t, o ( I V '18 1 brace to each stud and plate, face nail 2-8d i►t kI.&LK ((( 1 r s 19 1'x8' sheathing or less to each bearing, face nail 2-8d 1 9 20. Wider than 1'1.8' sheathinq, face nail each bearing 3-8d "1 i{ i S I r' ! t 21 Built-up corner studs 16d @ 24'o c. V A� I MJ 7 x f I i I ; ! • ryT� 2Z Built-up girders and beans 20d P 32% c at top and bottom I t1 1 N } r , tis ° I X and staggered 2-20d at ends and at each splice - - �{ 1 } t {' 23. planks _ .... 2"16d at each bearing - f See plans for any additional sheathing and decking nailing notes. i > N All headers shat: be '<-2xt2 for 2x4 wells and 3-2x12 for 2x6 wn!!s unless J Z.CfJt. 1Lv D.L. + _ - _ otherwise shown on the plans 51l headers shall be supported by one-trimmer __ } 1 4 • .2'2�tg Jyi ^_ ' ! l ' ^�(� each side unless otherwise shawri on plans i n t I V t V 0. A11 exterior wall$ end main crc5s stud partitions fshall be braced at each J V l ' } l 1 j y fi✓ i I ! { end and et leas l every :5 feat of length by nAnlnai !'x4' le!-fn bratirq, unless specific sheathirq is indicated of the plans M 'V� i k i .� � A + i ' 'i� it '1 ` ' 3 � 1 � +v � 1= , I •_.____-.____.._.._ _ _"____ _-'_-_'.____ � r j X P All built-up girders, beams and headers shall be glued with edhesfvt + t� i i , 1 ,{ t t \ ± N / conforming to APA Specification AFG-01 and nailed as per nailing schedule Q � ly[ ! i /I v ;I + .� /�,# 4 ' I KKK 111 f �9 # 0. All nudsills and wood used neater than G" to the earth shell be California (� j� 1jj nn�(p 3 1 ���1 Q __ '2 12_. 1 t- 3-2kI " ! Redwood_ or pres�u^e impregnated with an approved rreservattvt as specified X in U 8 C Standard No 2S-12 R 5111 plates shall be bolted to toundattttns with a minimum of J12' diameter 'V h 4 �, { A '1 1t LS -2acIG7 J 2-A anchor bolts spaced at 4' o,e, and embedded 7' into concrete There shall - TT ^W 5 r 3- 10 131s 1_ �LJ _ >11 X /� bt a minimum of two bolts per place with bolt located within 12' of tech 1( \ k X �� • j f � � � � � '�r ��/ and of Beth elect. d 4 IM r I s. -1�?i k l - 3-4 10 r2W7 cel"n�e xG 4101 alai ,rv^4ev -2 �LP A 1r I ' --I- �,,1 t' +Q rt rf / " 1 l ( 1 i �+ �/y t 4 IC15 '-ra V C �_;r ft0 rw ,', 1 �` �l..T✓��_�pt'�� �i X 14 r J 6 r l i I 1 I t - El t - ` �-____� _ _.. _ - - - _- f{ _ _._ r 'r6 L_1 LJ I-- 6 G '1►� 12 � °4.x +++���FFt��� �'���"' �J ✓1 �. _ ��� , L AA 7N--7'— J- + 61 �� #5r t)F o.G, �, ey r�laOLJPac-r,11V4_W 2,4' ,0,41 Q 7X { LP D°` I �N = a <l 4�i N 4-3�1 t2s G�t�1s ` ml N AI d " u JUN U, 1 1987 Dv At 174 11 'A 7(7777 L it%1 ,�. >; 1�'1 d'a_�o.�. - _ -_�-�b >za. u�Li 1�1�ii r�� > F � -_ -_ ti�� ,� i i ��,p w Z 6AL -_��s� u 0.12 .` i q q4 _ ti // , \3 N ,'►� l2�t�I •iitMlINt WF --- • I -- _2=�'S �o lJt� - kV #V � 4 1 - � ----- � fV x 1 ` � � fl { 17FI ' ! -=- -d.v�12f tU a.G. - _ - _ r �V X ry< I 1 uo 0 -- - 3x10 1Z.1> i�rs t2 >< G1o11 en: -�t�cC C7 I + /��' d` �v X { t0 t4 i r'C? -t It 171 f. _ 2� 4 ti N i y�' } i 11�g1 _ 8� ill • , #v I m d ? Ala ,ciao. 4,axe. -_2>< 1,0_ f -15-2)41 a 3►C 10 V's a t;,e '+c ,Ieoll ki G 2 red �y is iI A 2 Z__t Qty_- � -- - - '�"�._ w/_ FL 44Z':,-' d N4-t1+ 1,41 7 rUPie mac.. E _�_ .,__2_-s,cvlJr. �• { ' � l - _ __, 1 ��1-_ ` I V +`' sG +� u ' v Q 14 C t,^c _ 11 a r�vEp�'>=v fa �lvE i7 �3 rr> opt bBL. 1--1 - __.,M1z_r 1-411._ - � 51iVt T p•tJ_ lit C42. 101 - f1.Z. �° i N� � �\ k e__-a L 6, LIP <7 (n C) s� Kv s U <s CL Ix i Z 0 i(y Q, cv �3 Res ui 4wo AIM ''' . r14 ' , ,. I .i •' '— .. .,. -, ....r �/ � I � / .rte ' ' Lo rib VA L3 4 rn Ll l� 5L '; cW , ry �2 � SIC � b _ ,\`1� ,` � / ,� � • co, -•-► - / a � 1 > .'�'' "�� - L���, -�` ,,, + ,., - " , o, , � ^ , 4 � � ���. ? ' A ��' �•�b W L Ir A� ooffo+��looP , . ' - W _ .. '�•� - -. „ �• -r 'J A ', `\ -"� - � I'op���K A�I�JSTI�oLIA • , ' , ., � • , - ,• ,r �,,,,,,....._ ---.,�.Ip2a • � 5'� � , ' ; ,• . 1' J �t����LO jtlUlP�' �tJl)IP�IZUS - ' � •,.,, � ,t 'e GdMt-ta�J �i��*�, hYRIMe�A - s vuL_ei*21h ( 2 LZAL-.) l , Ira h.�u � SN, a�r�Mlsl,d MAY 2 g � a focla 11'arA. C 2 C.-op-L—) - . �.I�[:.oc�•r�_ �xf5�rd�� �•.. - � ` ' •.(�� - - �US�t �IUa►J�>±�I�-, poT�-�l-rl��a ' '., � _� a2U�osrs i'zns�, tzoSA• _ _. NON t _-_ _ ptz�p• t'o � ho�r�r-a 611Zl O Lf b G ol_1 e f2 ; I,c.I I L-E? 51`f2A►a)B C—t22Y /VZ" I'I~x>v"%.V_i n- -S. , _ C�k'Ov1-117 GOI�'i�1 + �,,z ` 'f;+� -_ J_ k1�11�lKIUtt1�K� A2Go4TAP►�Yt_oS ♦A •se' n i • 0 1087 4 • , >k cc lot6 I � • i J y K t • + • • , • I 1111 � j .L�._ ___=_ ____�.-___ _— , � } 1 Gz•I"o�ZAG�E'- t-(O �1{.�I�� - � I � �I li X11 ,� i , I � � L , 10 ' pu 4 ° tip 10! l -- - - - -- - °�`h� � --___._:.=..^�3 • • • 1 L' fl � I (j i� 'y �r �I , � I � 1 1 - - - _ - GQ��11'�.�77_�. 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