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Home My WebLink AboutB11-0237 plans approved 102111�o . Y �� Y'" �� .✓" � � � 84.9 , \ \....- --- 86 °' /r � f-- -- `" � P ., ._I sa.s� .�-� - �. � � ��•��...� �~o, ,� �4 ,' WOOD WA�L � � .�° � „tl.� � \ �1 ,--�1� � �� !!' ..i " .. . • � . � � • � : � � �� M � � M� � .rr iM ,. � � ' � � . ♦ �, � � '/ ! � : b 15°51'40" R=250.Q0 T=34.83 L-69.21 CB=N11 °24'53"E CH=�8.99 �,.- s, �„�.. _ i �� < � f ,�/`� $1.8_�i''.i'�\ o.rG 1 .� FOUND SURVEY MONUMENT % � 81.94�i s `� r"� , .--�� .�9� ""u ��. so.� ; f r >� f `, : j �, �,. r ` / � l/ � f �,��' �� . tY. ,,r' � � (k `�( V a �, � `� 6.°��C� .� ,�" ASPEN � a�� ... .:uX�;c.: / r hi �,A�-S_ / yh:,. / ��f . �� .�✓ '" �( ' ��r. T.0.1N. .� f �, st.s -... sa.a � /,, F¢ � 91.o�a.0 . � �- �j ! CONC. WAI� 84.9 �a�"� 20 6, ��i.O,W. ✓� Ifr.._ Go��fo,�' �p�� c�� 95.1 .Q.W. �,f � 90.4 E' `i' �° ,\04 , . ,,' / � ,f`` % � f - CONC. 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P- ~'" �� ,P� .r ' :/ .% f % f . � '� �,g�'it- '�' � � �,,/ � �,,- .� � � � � � � ..- .i --� ` s " / / `� �.� �o -�--� ,.- �� ..�` ,�'' r '` ..� .-- �.. ��Ci � .�.g$ � ,.�, \�,, � � ,,'"'°�' � 'i _-' � 103. 0 r` �, /'��,,,,.- °`" ,�,� p --"'"�'l. � � f � �' �� ,�' ., --. .' ,�»- , � r � , ,.-- �f_' ,-'' .: ,�` ,/ .�'° , aQ.,,, ""''� �OQ'� � � .,�'�`� r r`� / f�-^- °� ~ � y � '\._r" r , -'` �,, ^'� �, .✓ ��,.- "° / ' ,, '� f r f"` /.' r � ,�'� -�`� �,, ' ,,�" `�� ..... __ � r' � -'' �, °.." � �, � ''' � ,r � r' /,, .-' � �,r° � � GRAP�IIC SCALE a 5 10 20 ( TN FEET ) 1 inch = 10 tt. � '� f\ 'J -_. ...w ...-'" .�^°° �, ..--� �.�' /'� ,,�` / OrL s, ,r' /' �_ .._ .,,_.. ...�.- � r�" �,.,. " � ..-- s' .'` ,,,� / �'� � �.- X r' �„, '^'"` -'' ,.., ,�-. ''� �r--`"'� �4 / � � .'"' "°"...- ----' ° �-' F,,,,� '` / � / .r- ,�•�' ---f Dc'r � s/ '"" � ,,-- .--" ..,,, f _�`.' f �� y� / ��'° �'' ,r._...�- °'.'...--- `' � " .-° "° ,`.- `/ -�° �"°.'p f--'` �,. �` r ...-- ,�.. .....� �'� �' i � �`" ' / �' °�. .- '" . ti \ ,�--� .� � '``�� Q"� � � j f `` "/ r `� ` ' � � 1 � � � � � �,�� ,/ � f / r � �'' � � .-- �,r , f / � f �` � ° \ / f �� , / k !,.- "i l.l . � V � 1 1� � . � �� ' � �°' � •'� � r iS� d' � / � �� S.,i V' � � � �jO f� Q � F '�� C� NQTlCE: According to Coiorado law you MUST commence any legal aetion based upon any defect in this survey within three years after you first discovered such defect. fn no event, may any action based upon any defect in this survey be comr-nenced more than ten years from the date of certification shown hereon. �o , �g o�� ' � �'�UND SURVEY MONU�iENT 1.5" A�UMINUM CAP ON �5 REBAR STAMPED �S� � �EGAL DESCRIPTlON: Lot 4, Biack 1, Vail Intermountain Subdivision, aecording the Final Piat of Vail Intermountain Subdivisiori, Black 1. Recorded October 01, 1970, in Sook No. 218, Page No. 281 at Reception No. 114403 in the Office of the Eagle County Clerk and Recorder, Eagle Caunty, Colorada. NOTES: 1) DA7E OF SURVEY: May 21, 2011. 2) Street Address: 2664 Larkspur Lane (posted) 3) Location of improvements and 1ot lines are based upon the above—referenced Finai Plat and Survey Monuments found at the time of this survey as shown hereon. This Survey does not constitute a baundary survey nor any investigution into record easements or encumbrances associated with this property. 4} This is not a monumented survey, Land Survey Plat, or Improvement Survey plat. No baundary resolution wos performed in making this survey. All lot lines, setback lines, and easement lines shown herean should be considered ap�raximate and should on for the piacement of any future improvements. 5� This lot may be subject to odditiona! setback requireme per the town of Minturn. 6) This survey was perfarmed without the aid of a title com ' ?) Site E3enchmark was the upper floor level based at 100. 8) Contour intervai: 2' ��°�a�}�x �� ;� �� ,�. � � ��. �� . .�_..� _.�,.� ��"' �� .� ,�a��. ��: �_..�..�__a��.� �. � x�u�,.�.��,..� �� 4 ,_�..�..,�.��o-.��."��.�,,x�..�.�M>_.,,�� ,�.n�....M,1 i, Patrick J. Quenon, a Registered Professional Land Surveyar in tne State af Color�da, hereby certify that this TOPOGRAPHIC SURVEY was dane by me or under my direct supervision, and that it was perfiormed using the standard care and practice used in the area at the time of the survey. The Notes hereon ore a part of this certification. Patrick J. Quenon P.L.S. 37924 Quenon Engineering and Surveyir�g, �LC. Colorado Professional �and Surveyor . � , � � � � � �. � .��= �� 4� �� , �� ,�`,�rr�,� +*,,.� s r � ��,� ��+�`�'' ,�*� �� 'y� a�i'�"+� �� i � w �. � � .,� �� „ ,f'� ��+Y "� f ��w" �`� * � a� ,��^ t��`'+i3 �&.�**�� _ �� S�. .r.,. _ _ _� �� r � �� Revised front setback to 20 feet July 26, 2011 �� :�� ,:. � ) � . � _ i � � o � � � � w > � 1 � "�""".,,.�. � `^`��.. � � �" " ' — . • PR�PO�ED DECI� DEN�TED TNUS; k- �� ' • — . , � �� u � q � �a m �w �� °� ;�t� � �� $� 4 ..�,�, c r1 " � E'.�..+^� %..� u�..�� • �� , • ...,,,,.� � � ��p Aa' � f� �"' �.,,, � t �;. &�,� �� ,'� � """..- • �� u 0.�� l °Z� "° �' � �� ' � .�.,..,, � .� ;� _.b_� w ,��N. % � � —.,-n.�.,- � � . �` �"'�%,��' �``"' � ..�..,, , �� _�� ..._...��,�n.a __f,� -�s��.. � _.. � � 1..A�• � ._,,.,,, � � � � ?l �+.� • ' �` � ` `""+. ` � . � I/[J • ' w,,,,�,,,, . . r �/ � , �,,. , �� ____ � � ��%�� `` ��A�E. 1%4�� _��$ ►, � � ' � ,-,... -�- . . r , r r r i � �,: � 0 , rv �� `e�� ;.� _, �,, K7 � t1'� � � � r tf� Q� � � � a� � � � � � � co � Q ,-. p� C�J .Q �•,,. 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N Q � �: � � � 4 Z � °� z .� � � � � WN tl. > Q=.. t.di_ . � F—�' � a � � � � � W � � � � � ��o � � � M„� � � o �� a �� ' � ° �� .. � � � a ISSUED PRELfM. 5f29f11 REV'D.: 6 /28/i 1 DRB: 7/17j11 PERMIT: 7/21 j11 REV'D.; s/��/� � sheet ■ +� � � i � � ' � � � r � r : • --*�r �,� • •� � �• • •' • : .• � ,�-- ___. --- / .--- ..--f .�— /"� r i ,�`" ..� f � ""' �. �• , ,� r . �'►j � � � � ,�� '� �� • i ♦ ,= „^SY tQl °�.` . " � , �.tt,v- � ! � � y � � � 1 .�r;�� / / % / / / / / / r , , , � � � � �; �� ; ��: ��' ...a., ��,� � �� "� ��r_`�'�-� � �' � , �,- x �� a `�� d�� ,.�' e. �° , � � � � `1,,.,.�e.^.'"`� � �,,� �x._.nw _�,, � _�.. .� � __� _� �/1/ � � T � � � � ,� � � � � � � ,� � � : � �- � _ = � � _ � » ��Y m.__ � u ��.� . � .n� �� w, � � �� . .__�... Tma� ,a.,� �� v�,m ��}� � �� -�`:` °� � � Z � W W Z Z �Li � Z � W i � � � • � � • rn c .� v a� c .� � N � �t �. • . � . 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PRE�IM. 5t29 j11 R�v�o.. sl2s�� DRB� 7 j17� 1 PERMIT: 7/21 /11 REV'D.: $/2�/t � sheet � I � .. _ 1 � � � . � �r — �ow vo��rAC� ! .i .. *. � r• � r •• - - . !i ! 0 0 � � , � ��AL��: 1 f�-s� � �� ? _ - � �;� �, 3 � � � ��;��M � � y:., s ,��=N>�� '4,�s�'.. :� �' � ~:.��'>,,. r�K� � ±�"��s�> , ; y- � �. � .„� _ � �-+�� ` p F's .-� ... :,�—..:�-.�.:�-��...�.�-.->-�--.' ^ �`_e. , .. . � r° h / , . .�-.�:s,��„-�,-.. �i. 3 .,v � �<v;s. :-,:-a.- , �.,,:.. . p „ ._ . � " � � , ir� z`°`a � �-� mM.� �..x�� d� ,,� W , __ .._ .w� ec�_ w _-^�-- �� . ��' ``�i��.��. �� ,�. *` "'"» ��'��;. . �� • � ir�. �.� � - • �. � �K! �nr ,,., r M��s�.rC . � ,,;+► }�. :A� * � �� *� �• � „� w�t =.,, �i r :. ,j��,r'�`*r::$;,i��"�t* . �►; '� .c �� ,� � � � ,_ r'� r7 (� � tt� Z � ,,00� 'r� c� W � 00 d�' .d W -� � rn C7 C7 m N'� h Q W '� � d �' °: t? � Q � t�.i z ,c m Z rn o -' o � W N � > � I.�L . � � � s � � � � � W p � � � � � � �o � �.., a r� � � C� �� o � W��a �� w � ~ .� ° �� E� � � � � � o � ., � H 0 a ISSUED PERMIT: 8 j23 f 11 sheet ■ EWING ENGiNEERlNG, INC. IS NOT A LICENSED LAND SURVEYOR AND DOES NOT REPftESENi OR CONVEY 7HAT AUTHORITY. ` THIS IS A GRAPHICAL REPRESENTA'�ON FOft THE PURQPSE OF THE � DRIVEWAY REPIACEMENT. � � ` � �� \ ` "`�^..,,� ' \ � � 1 � �` � \ f � s � � _..�_ _ �-A�it��,� �� ` �..-- - E � ` '--�-_. � ` — � 9 �� r�tr �' �` � � � `" 'ti."`.^. .,. \ `� . �` `°- - � `°---- _ . °`-- � .. � - ---__ ° --. _ -�. _ ,. � ----__ ° "°- - --_._ - --____ �s � � �. - .� - --___ _ ______ _ - _ _ _ ��` �`�. � �. ` --� .. ``� 2p ��'`�S�c. �`"' .. � �~ �'`' ' `--- ° --__-- ____- _ ,c,�, �' ----�— — Y� � �. —.,, "..r".�„o ---�..�--.. �. � \`` � � "`+.u,�� Q�� . �� ` ~"�r� ' `\ \ � S�%' ~""' °�. ```"� —,�. 17RIV�WAY T(1 RF i ."'`. , ... , `". , �*. � � I �/��A`� � �� l�A�� T SCALE: 1 /8" = 1'-0" � � � � � � � � �,„ � �,��t� p � �,;r � � � �� "�� `� �i� � 4... �� ' � � � 9'�l' ��::%�� :b � ;s��"�" h �''��°*��x�;- , a � °�s r a � j/ � � �� !.� � �. �.ta..x jf .„-.-,..:�-,:: .y.�=:� r ,.v,,...-..,. ,.-a...,{,�.'� �.�-. ., �-�'� �. � �" ,�ew ��._ ��.� �.,�«� �_ �,- -�-_--�.F�� C' �'1��.�� "��.a. .�>..,� <.�.,� -�._=._�a P�A(� NORTH U � z W � t9 w Z W � � � .� N � .� � u� � � � � U � � � � �� .�"�,. »�-.� .,,.� ,�� v � ►� ��,, + , '+-. � -k'., a- * •Y„� �. C; c i M� � .�;. � �" �". *�e �`e ;t s y,, � ie ;,�; . !�`s�*+ �_�"'� � T{'� �� , � � u� � � i � � '�j- � Cri � ° Q ¢ r.. � N Q � � x o 4 � w m Z _i � X LL. � tL {.�i_ • � .. � � � � • i • � � • � � r ! � � � � CSSUED PERMIT: 8,�23 f 11 sheet ■ �(3TKER RESIDENCE, 2664 LARKSPUR LANE, TC7WN OF VAIL, EAGLE C�UNTY, COLQRAQQ DFSIGM CRTTERTA� Roof �ive �oad CSnnw? --------------°-------CElev. 6700) 140 psf Roofi Dead Load ______________°_-°-----___.._______ 20 psf Ftoor Ltve Lond -°--_______-_-°---------°---_---- 45 psf Ftoor 4ead Load --------------------------------°-- 20 psf Deck Uve Load ________°--------------------------- 60 psf Aeck Dead Load ___________________________________ �0 psf Wlnd C3 Secand Gusfi> -------°-------------------°-° 90 Mph IBCtIRC Edltlon ---___-_°..-_°_____________________� 2409 FOUNDATI�W DESIGN� a. Faundatlon design Is based on an assuMed softs bearing pressure cupactty of 2500 psf. All foatfngs shoutd la¢ar on undisturbed naturat solts or n r,inl�uM 3 feet of aggregate base course des{gned for an attowabte beartng prensure af 200U psf. A perlroeter draln shatl confarM to the specifications In the sol[s en8lneer's report, A surface swale shatt be provlde araund the perlMe#er of bulldCng ta prevent surface water and roof run aff fron entering the solls ad,Jncent to the foundatlon, In general, the sits shau4d pravide adequate dralnage away froro the buEtdin� fQat print, b. Foundatlar� and retaining walls have been designed using a fan assuroed? laterat pressure of 55 pcf. c, Faa#Ings shatt be ptaced on the nwturat undisturbed salt, ar caMpat�ted structural f1U per the recoMroendatlons of the gea#echnicat engineer, The foundation around the exterlor of the s#ructure shatt have a minimuM frost protection of 48' frar� the tap of grade ta the battor� pf the Paating. d. This foundatlon hns been destgned wccording to the design reconnendatlons set forth in Koechteln Consutting Engineers, Ina, Job No. 09-019 soils repart. The contractor shatt fottow the constructlon requfreroents set forth ln this solts englneer's repart. e. AEt cancrete shaU reach a niniMUro strength af 300p psl for watls and faotings, All In'terlor stabs shatl be a nlnlrouM 28 dny strength cf �500 pst. The garage and alt exterlor sCahs are to be a nintr�uro 28 day strength of 400p psl, and r�tninur� af 6x6xW2.0t2.0 wire roesh, Mlx deslgns should be Faased on the Bultd�g Gode requtreMents fior rek�force concrete� ACI 318, i989. f. Provide craw! space ventltatlorr per UBC <IBC/IRC) requirenents. g. A representa�ive af the sotts engineering coropany shalt verlfy solts condltlons and types during excavation. Constructlan of the foundatian roay not proceed without vertfying these values. Report any discrepancles fro�, the artginat destgn assuroptians to structural englneer for re-evatuatlon of fpundatlon design, h. Backfitl around and above structurat buttresses and retaining waUs shait be cor�paction-teated per the recoru�endations of ihe solts englneer. 1. Do not backfltt agatnst retalning waUs un#It supporting eteMen�s are In ptace and securety wnchored, or adequate shoring Is Instatted. Cancurren# backfNting of each stde oF a retaining watt to flrral grades as Indlcated on plan or sectlan Is requb^ed untess tenporary shoring Is instatted J. Yerlfy type of fitt with solts englneer and structural englneer prlor #o backfitting. BF,j�Fjj$�;ED CONCRETE� a. Concrete design Is based an the 'Buftding Code Requirer�ents far Relnforced Concrete' <FrCI d ted Cha tar 19 of the 2003 IHC. 31B? as a op by p b. �tructurat concrete shalt haue n minlrouro 28-day coropressive strength of 3400 psi. c Cancrete shatl be proporiloned using 7ype I-II sutfate-resistant cer,ent. AdMlxtures con�taining chtartde satts shait nat be used. d, Alt concrete Cwa(!s, faotings and flaiwark) shatt be protected fror� cotd weather conditlons for a MInIr�uM af 7 days and shall roalntaln Q MIt1�M4IM average t�Mperature of 50•F. As condltions require, the days dnd the teroperature roay uary in accordance the AM4rlcan Concrete Instltute guldetlnes. Cotd weather concrieting procedures shalt Fae pravlded ws recoMMended In �the ACI Manuat af Concrete Practice. e. Anchor botts for bean and CO�UMYt bearing ptates shatt be placed wlth setting teMptates. f, Expanston botts shatt be tocated at a Mlnir�uM of 6 bott diaroeters froM concrete edge and spaced at 30 bott dianeters unCess noted otherwise. g. Anchor botts for rood sitl plates shaU be ptaced at d'-0' Maxifiuro spacing wlth one anchor bolt at 12' fron each end or corner and a nlnlMUM of two anchor botts per piece. h. Concrete ftoor stabs on grode and on rietat decking or ptywood supparted by fraroing shatt have sawn ar tooted contrat ,Jofnts at a naxlMUr� spadng ofi Z5`-0` In each dlrectian. locate cantrot ,Jolnts alang coluMn grCd Unes where passibte and provlde stab isatatbn Jolnts around cotuMns. L Concrete coverage for relnfiorcing steetF i. Concrete cast against and perr�anently exposed to earth = 3` Z. Goncrete exposed to earih or weather� M5 bar and sr,atter = 1 it2' M6 through i�18 bar = 2' 3, Concrete no# exposed to weather ar !n contact with ground� Stabs, walls, Jolsts = 3/4' BeaMS, caturons = 1 112' REINFCIRCING STEELi a. DetalUng, fabricatton and placement oP reinforcing stset shalt be In accordance wlth tha AGI Mnnual of Concrete Practke. b. Except where otherwise noted on the drawings, reinforcing bars shatl confarro ta AS7M Speclftcatlon A615 and shatt be ASTM grade RO fbr M4 and IF5 rebar, and ASTM grade 60 Por bars �i6 and greater. c, Alt spt►ces, tap bars 44 dlaMeters, Do nat wetd ar use r�echar�cat spticing devtces untess specificatty approved by enpineer, d. At corners, r�ake horizontal bars cont(nuous or provide corner bars� Around openings and steps tn concrete, provlde C2>-#5 bara extendlr�g 2'-6' beyond ¢dge ofi apening or step. e. Extend reirtforc{ng steel a Miniroun af 2'-6' through cotd ,Jo(nts. Untess speclffcatty tocated on plan or detalts, coordinate cotd Jolnt locatlons withr engineer. f, Welded wire fabrlc shaU conforrr to AS7M Specificatlon A-18S. Lap welded wire fabric a Mlnfr+uro of one futt �esh plu$ two inches. Laps shatl be wired together. . �� . a. Except where noted otherwlse, aU 2' noninal tur�ber, excep# studs, shatt be Dougtas Fir-Larch #2 and better. and att soUd tlrober beaMS and posts 3' noMlnal and wlder shatt be Dougtas Fir-tarch #2, b. Studs shatt be S#ud gradE and better pougtas Fir-�arch or Nero Ffr. c. Buitt-up posts shall consist of Dougtas Fir-l.arch or HeM Flr #2 ar bet'�er 2x4 or 2x6 studs per ptan and shatl be nalled togeiher with 2 raws of 16d nalts � 6` on �center atong each stud. d, Built-up beans consisting of Mult�te ti'.x nenb�rs shall be nail�d together wlth two raws af 16d nalts spaced at 12' on center, or with twa raws oP 3l2' c�aMeter thru-botts spaced at 24` on center. e. Tap and boiton ptates shatt be Deugtas Fir-Larch or Nen Fir M2 and better. Piates ptaced dlrectty an concrete waUs or slabs shall be pressure-treated Her� Fir �2. f. Woad beaMS bearing in beaM pockets In concrete or nasonry watts shalt bear on a treated 2x6 bearing btock. Provide 3(' ctearance araund end oF wood bear�. Btock against sides of bean pocket with trea�ed 2x btacking to provide taternt suppart for bean. g. Within ftoor jolst spaces beneath sotfd ar buitt-up coturons noted on plans, btocking of area equivatent ta caturon abovQ shaU be pravided Daor or wlndow trinners consistfng of a singte stud do not require speciat btacking In the jolst space. h. Except as nated otherwlse, r�lnl�� nalUng shall be provided as specif#ed In the 'Nail�� Schedute' on the c�awfn8s <2003 IBC Tahle 230#,9.1>. 6 Bolts used for woad fran�g corrnectlons shatl be instatted wtth standard washers and nuts, ,j. Unless noted otherwise, steet connectors such as those Manufuctured by the Siropson Campany shatt be �used tQ Joln rafters, ,Jotsts or beans to other bearos at ftush-frnr,ed conditlons. Use att specifted nalis. Gonnector condltlons not otherwise no#ed shatt utiGze type U or type HU han�ers of a stze speciPically designed For the r+eMber supportQd, as shown in the Manufacturer's pubUshed tabtes. Gontact structural engtneer far detalts as required. k, Wood nalier plates instatled on steet beaMS or concrete watts for top-ftange hangers shatF be ripped ta Match the width of the watl ar bearo flange. Nalter ptates supporting top ftange hangers fraro ane stde onty shati be InstaUed itush wlth the face of watt ar beaM flange at the hanger toca#lons. t. Manufiactured ,Jolsts shatt be Fron an approved Manufacturer and shall be equlvalent in toad carrying capaclty and deftection criterla ta plan Jols#s In the depths and spacings indfcated on plan. Prnvlde btocking, bracing, web stlffeners and other accessnrles as requlred by the Manufacturer. t r e I eer #o su ort the M. Prefabrtcated trusses shatt be designed by a Cotorado regis e ed ng n pp fult dead and Uve taads of the raof, ceainp. and any o#her superlroposed toads. The fabrlcator sha�t deterMlne web arranger�ent and nerober forces. load durai{an factor for snaw laads Is 1.0. Galcutations arid shop drawMgs shott be subnitted io the t . T truss roanufocturer shatt s eclf archftectlengineer for revEew prior to fabrica lon he p y ntt �russ-to-truss connections. Teroporary and perroanent tateral bracing of trusses shatt be instatted as requlred by the truss roanufacturer. n. LaMlnated veneer tunber CLVL? sha:tt have the Fottowing nlniMUro propertles� i. Ftexural stress ____________________________________ �00 psl 2, Modulus af etasticity __________________________�_ 1,90Q,000 psI 3, Tenslon paraUet to graln ------------------------------ 1850 psl 4. GoMpresslan para:tet to graln ------°------------------- 2310 psl 5, CoMpresslan perpendicutar to grain tparaUet to glue Une> ----°--°-- 750 psi 6, Horiznntat shear ---------°________________________ 285 psi 7. Connectlon of Multipts-roenber bearos� A. Top-toaded beoros (> For r�eMbers i2` deep or tess, nall each MeMber to the next wtth 2 rows of tfiC) 15Q�1S Qt i.�' d.C. t(3 For Menbera greater than 12' deep, nait each roerober to the next with 3 rows of i&d »aQs at 12' o,c. B, Sfde°toaded bearos f? For two or 4hree Mer�ber beaMS, nalt each Merober t4 the next with S raws caf 16d nakls at 12' a.c. il} For faur nerober bearos, bott througM with 2 raws af i!2' dtaroeter botts a% 12' a.c. ill) For MeMbers conslsting of rwre fhan faur roewbers, contact structurat en�tneer o, AU lur�ber used tn canstructlan shatt have a naxlMUM Molsture cqntent of 19%. R, FraMing Nates� 1. Exterlor walls� / J R A. Att exterior watls are 2x6 studs 2 16 o,c� to a Maxtrour� helght of 18 -6 , Cx6 studs E 12' ac. ta Q MQXIMUM height of 14`-6', at�d t2}-2x6 studs E f6` to a i'iQXIMUM height af 17'-4' untess otherwise nated, Watts tatEer than i�'-4' shatt be fraMed with roarufactured parallaM studs, cantact engfneer for spacing requlrenents, if not indicated an plan. Cap w[th a doubte top ptate instatted ta provfde overlapping at carners and a�k intersecttons wlth other partltlnns. If averlap Is not possible, strap toR plates wlth Metat strap tles fSiMpson ST292 or equivatent>. B. Gabte-end watts shatf be battoon-fraroed to the bot#aM ofi rafters or end-wail trusses untess appraved by engfneer. C. Ftoor or roof fraMing r�enbers r�ust be aUgned ta bear wlthln 5 inches of �the studs beneath. D. Provide 7116` thtck APA rated sheathing tptywaod ar OSB7 rated c'4/Y6, exposurg 1� a� exterlor face of exterior walFs. Btock a4 hartmntai ,Jolnts and nalt pa.nets wiih 8d nalls spaced dt 6' atong panel edges and at 12' alang interr�edlal�e suppsrrts. E. Provide C3?-2xiQ hewders aver att door and window openings, with one 2x6 trlMmer and one 2x6 king stud each end, untess otherwise Indlcated. F. At bear, bearing locations In stud watts, provide Muttipte-stud posts equat to width 06 bearing r+eMber untess noted otherwlse. 2. Interlor Load Beartng Watts� A. Intertor toad bearing watts are 2x4 or 2x6 studs Cas Indica�ed on ptan> � i6' a,c, wlth i/2` gypsur� watlboard bo�h sides untess nated atherwise. Cap with a doubte #op ptate instatted to provtde overtapping at corners and a�i Intersecttons wtth ath¢r partltions, If averlap Is not posslbte, strap top plutes with Metat strap tles <Siropson ST292 or equlvatent>, B, Ftoor or roaF fraroing Mentaers ra+st be aligned ta beQr wtthln 5 Inches of the studs beneath. C, Pravtde (2>-�x10 headers over att openings In wall, with one 2x4 or 2x6 trlMmer and one 2x4 or 2x6 king stud each end, untess nated ather�lse. D. A�t bean bearing iocatlons in stud walls, pravide Muttipte-stud past� equat to wtdth af bearing Menber untess no#ed otherwlse. 3. Floar Construction� A, Provide 3/4' thtck APA rated Sturdifloor rated at 24` a.c., tongue and graove, expasure 1. Gtue and nait panels to atl xupports with 8d naits spaced at 6" along panet edges and at 12' atong in#err�edlate supports. Instatt sheathing with long dfMSnslon perpendicutar to Jolsts and end ,Jolnts sta�gered. B� Provide sotid btacking between ftoor ,Joists ot att bearing tncatlons� BEocking roater(at shail r�atch the ftaar ,�olst Matertat. 4. RooP Gonstructlon� A. Provtde S/$` thlck APA plywood sheathtna rated 40/2Q, exposure 1. Ins#att sheathing wlth tong dlMenslan perpendicular to ra€ters or trusses nnd end joints staggered. Nait with 8d nalts spaced at 6' atang pane�i edges and at 12' atang In�kerMedtate supports. B. Ptywoad sheatMing shail be apptled confilnuousty over the prtr�ary roofi MeMbers a e ate taterat Crafters or trusses> betaw overfraMed areas to pr vide ad qu s#abitity. C. Provide w1lr�dlsei$Mtc anchors at supports far aF4 roof ,jalsts and #russed ra�tars. See naifing sche�dule, D. Provlde soUd blacking between rooP rafters, trusses and tookouts at att bearing tocations. Btocking roatertal shatl natch rafter, iruss chord, or tookau�t Ma#eriat. 5. Wlnd Bracing� A. Watts over 4 fee# tone which are sheathed wl�kh gypsun wattFsosxrd on both faees and are indica�ed as shear waCls on ptan have been designed to resist wtnd forc�s in accordance wlth Table 2306.4.5 of the 2003 IBC. H. At shear watts, screw 1!2' gypsuM watlboard to att studs anci�ka tap and bottoM Rtates with #8 x 1 it8' drywall screws at 7� MCtXIMUM spacing, C. Exterlor plywood or OSB wall sheathtng Is required untess speclficalty deteted by engtneer. a. �truc�kurat steet shatt be de#alled, fabrlcated and erec#ed In accar�ance wlth the r,ost current editlons of AISC Specifica#lons nnd Code of Standnrd F'ractice. b� Structural steet W shapes shatt be ASTM A992� Qther rotted shapes, lnctuding ptates and angtes shalt be ASTM A36. lube shapes shatl be ASTM A500 grade B. Pipes shalt be ASTM A53 grade B or AS'tM A501� c. Tube shapes are actuat size as specifled on ptan, Plpe sizes indicated on ptan are na�inat Capproxlroate in�lde dlar�e#er> and refer to AISC pipe schedute diroensions. d. Alt batts used in steel frarolns shalt conforro to ASTM SpectfEcat{on A325. Anchar botts and bolts us¢d in ttnber connectians r�ay be ASTM A307� Bolt stzes shatt be 314' dlaMe�ker untess notQd otherwise. . I f airs o i14 an les usln the MQXIMUM e. Typical fraroed bean COYif1EC'�10115 .hatt cons st o p f g g nurober af botts caitetf for in Tabte II-R af the AISC Manuai CASD Ninth Edltion7. f. Expansion botts shall be wedge type 'HCttl' or 'Rawt' or 'Slr�pson', or approved equtvaten# wlth the fottowing r�nlrourr erabedMenis� r i!2' dlaMeter ---- 2 1/2' 5!8' dlaMeter -°°- 3' 314' dianeter ---- R' g, Epoxy ancha^s catted for on the drawings shatt be 'Epcon' ar 'RawP ar `SIMp50tt' or appraved ec�alvatent anchor systeros� Mininuro eMbedroents, if not speci�Icatty lndica-�ed an the drawings, shatl be acc�rding to the nanufacturer`s specificattons, h. Att wetding shatt be done by an A1JS quaUfted wetder. G Detay palntirag withln S' of fle[d wetds untlt welds are caropteted, ,J, Where corrosive salt condltlons exls�k, steel angtes tt�at are used �o suppor�t exterlor stone veneer shatl tae galvanlzed and shatt be attached to �he Poundatlon with gatvanized or staintess steet expanslon anchors. k. Alt graut benea�th caturon base p[ates and steel beans a# bearing shalt be non-shr�Ink, non- MetaUlc type grout. Gr�ou# shafl have a r�tntnun coMpresslve strength of 2500 psi. . � . �i:Y�1 a. Structurat erection and bracing� The structurat drawings Iltustrate the coMpleted structure with atl eteroents in thelr ftnat posltlons, property supported and braced, The contractor, in tha proper sequence, shatt provide shoring and bracing as roay be requ�red during constructlon ta achieve the flnat coropteted structure, Cantact structural engineer for cansuttatlon Cnot In contract> as requlred. b. Shop drawings� Sukx�it shap and erection drawings for structura! steel, Miscellarreaus steet, steet ,joists and girders, steet deck, roasonry relnforcing steet, woad trusses, Manufattured wood ,Joists and gtue-lan bearos to engineer for revlew prior ta fiabricatlon. This revlew is for generat coMptlance w►th the Intent of the structural design. The archltect and/or cantractor are rQSponsibte for checking quantities, dlnenslons and coordinatlon with other #rades. c. Existk�g structures Contractor shatl be respons(bte for verlfying dtroensions, etevatlans, fraMing, foundat4an and anything etse that r+ay affec� the work shown on iNe drawingst Underpinnin8, shoring and bracing af exlsting structures shaU be the responsibiUty nf tMe COY1tNOtC�pl^. d. Dlroenstons� �heck att dlMensions agalnst archltecturat drawings prinr ta construction. Do no� scate drawlnps. e. Constructlon practtces� Generat cantractor Is responslbte far roeans, Methods, technEques, sequences and procedures far constructlnn of this pro,Ject, Notify structurat engineer of oMisslons or confUcts between the working drawings and exlsting condi#lons, Coordinate requirements for nechanicaVetectricallptunbin� penetratlons through structurat etenents wlth structural engineer. Jobslte safety Is the sote responslbiltty of the cantractor. Ati Methods used for constructlon shatt be � accordance with the tatest edi#lons af #he THClIRC� f. Detaits not specificatty shown on the drawings shatC be canstructed In a nanner sfMitar to the detalls that are shawn for Uke conaqtlons. 7hese Iteros shaCt be braught ta the attention of the structurat en�ineer as soan as possible far appravat, Appravat si�aU be obtalned prCor to Ins#atlatbn, g. It ts the respansib�Ity of the con#ractor to contact the structurat engtneer at the approprtate tine to perfnrr, slte observations visits. Dbservation vfsits to the ,Jobstte by �he en8lneer are far deterMlnatian of generat conforroance wlth the canstruction docunents and shall not be construed as inspecilon. h. 7hough every effort Is Made to pravlde a coMpCete and ctear set of canstruction docunents, dlscrepancles or oMisslons roay occur, Retease of these drawings anticipates cooperation and continued coroMUnkation between the cantractar, nrchltect and engineer to pravlde the best posslble structure. These drawings have been prepared for the use of a quattfied co»tractor axperlenced in the constructlon techniques and systeMS deplcted, 2003 IBC FASTENING SC�-IEDULE CTABLE 2304.9,1) CL7NNECTTE7N FASTENINti'� " LOCA710N f. Jofst to s�t ar pirder 3- Bd cor9na� �oerwll 3-3'x0131'r�R 3- 3' 3# page stapte 2a Bridgkap to ,kis� 2- Bd connon t�xnall wch �nd 2�- 3' x 0131• na� 2- 3` 14 pape stapte 3. 1' x 6' subftoor� Qr l�zssstretch to tach Jdst 2- 8d co�w+or, fncr naM 4. Widerr than i' x 6• suda€laor to earh Jatst 3- 8d ea+non fac� na4 �� 2' s�f[oor to ,}o�rt or gfrder 2- I6a cwMron ►�lr,d cna fac� nall 6. Sote ptatr to ,}okst or biac)ckp ibd at 16' o.c tyWcat facr nall 3' x d131' nalt at 6' o.r. 3' 14 pope stapte at 12' ac Sale ptctt to ,{oist ar �ocWnp at braceti 3.. 16d pQr 16` brac�d watt pan�ts °°'�� <4}-3' x Q,t31' rwN ptr 16` f43-3` I� pape staplQ prr 16' 7. 7ap ptatt io stud 2- 36d cwx+on �nd rwlf 3-3'x0131'rwR 3 - � �4 �o� �a� 8, Stud t� sate ptate 4- 9d cor+a+on toeraM 4-3'x0131`nall 3-�uoas��• 2 - 16d cawon �nd raX 3- 3' x 0131` naN 3- 3' 14 pnp� staptr 9. Ao�te Studs 16d at c^4' o.c, fnc� rxill 3"xd131'rallat8'ac 3` 24 pape rtapte at 8' ae, �a no�� top �o� 16d ot i6• o.�. tyc+�ac fio�t � o. 3' x 0.131' rwM4 nt 12� o.c. 3' 14 papr stnpte at 12' ac. Da�tc t� ptates 6- 16d eoew��on tap sptier 12-3` x0.131•rwN 12 - 3' 14 papo stnpl� typkat fccQ rxill li. Hlocklr�ry betroreQn jolst or ra4ters �- 8d co�+n�n 'toeraR to top ptate 3- 3` x 0131• na% a - 3' 1�I �age staple 12. R�+ ,joist to top ptate 9d at 6' ti52nn5 o.c. totnaM 3' x 0.131' rsall at 6' o.c. 3' �6 pnqe siaplr at 6' ac. 13. Top plates, taps cnd k�tersections 2- 16d connon faca rwA 3- 3' x tf13N naR 3- 3' 14 qa� staple 14. Con#triuou�c hrao0er, trro pleces 16d caw+on 16` o.c. alonp rdpe 15. cvRkp Jctsts to ptote 3- 9d coru+a� toemN oru� S-3'x0131`rwil 5- 3' 14 pape stapta 2G. Corrfirramac h�adcr to xtud d- 9d conrwn toerwK 17. CeRinp ,Jofsts. taps over par#bns 3^ 16d carirbn Nr�Y+ue+, Tabte 2308.�0.4d fac: na1[ eSe� Secibn �308.10A.1. Tabte 2308,SQr{.1a 4- 3' x A131` nall 4 - 3' !A pape staptt 18� CeT.ing ,Jol�ts to perattei raftera 3- lbd cm+i+4n rk�4waw, Tabt� 230B.10.41 face naN , CSee S¢ctbn 23t�10.4.1. Tnbte 2306S0.4.0 4- 3" x 0131' naR 4- 3" 24 papr stapte iSt Raf#er to pla#e 3-� CO"�On �� <see stctlor, 2308.to1, rabte 23081a1) a- 3' x o13t• rxil4 3- 3' 14 Qap� stnple 20. 1' oNapanat brace to each stud nrid ptate `' -��O"h°n Fau ewil 2- 3` x 0.131' nak 2- 3` 14 paqr staplr - fcu� exilt 2i. 1'ac8' shratfik�g to tach loQarlr� wall 2 8d cotr+on 22 G+kkr than f' x S' sheatF�lnp to ench 3- 8d corwrwn fact rwN iavar65p xatt 23. SuRt-ua carrxr studs 16d corxwn 24` ac 3'x4.131'naK 16'o.c. 3' i�4 6n0f stnFt* 16` o.c. 24, Bua#-up plyder w�d b¢ans 20d cor+rwa� at 32' o.o facr raR nt top and ar d 3' x 0131' naR at 24' ac, lootton stapp�red on 3' 14 paga stcpt� at c^4' ac. opposttr sld�ts 2- 20d co�wwn facr nnll ct tnds and 3- 3' x 4.131' twK at each splke 3- 3' 14 pape staplv 2S. 2' ptar�s 16d cwwon at Qach bearV�q 26. Cdiar #k ta rafter 3- 30d cannwi Pac� rwK 4- 3' x 0133' naN 4- 3` 1� gape stapie fact nalt 27, ,�ck rafter ta Mp �� Od � � to�r+al 4- 3' 14 qaQe rinpte 2- 16d conwn face nn4 3-3"x0.131"naR 3 - 3' 14 ,D�6. staae 28. Roaf rafter ta 2-by rMQr bean 2- 16d corown 'to+nall a-�xai�� 3- 3` 14 paqs stapte 2- iGd co'ryon face rwN i 3-3'xQ13!'rwH 3 - 3' 14 �ge istapCg 2R Jdst to band ,pFst 8- 16d carwn fac� naN S-3'x0131�rail S- 3' 14 DaQe skaPi� 30. Lsdper strlp 3- 16d cowwn face rxill 4-3'x0.]31'rwll i- 3' 14 gape stapte 31. Vood s#rUCturnt paneis urmi partkle baardb� it2' tand tess 8d°a Cpti^ EEA4 Subfloar, roof ar�d xalt zFxattarfk 2 3/8` x 013I' noil" �#a fraririph 1 3/� i� pe 19l3Z` to 3/i` 8d° q 2 3/8' x 0.131' rwk' 2� ie �* 7J8' to 1` 8d` sk�Q[e Ft«ar <conbinatbn subftoor- 1 1�6' to 1 va• wd'' «� ea' ea taxlertnyrwnt to franw�p� 3!4' and tesx &N tpef EfI)4 . i�iis�� o�1 v�s• ip M«� ea� 32. Pcrui skitrp <ia frar�p) 2J2' or tess S!8' 8d 33. Fberboard shea� 2/2' No. 11 pape roofkp ndlh 6d connon nalt tio. 16 Qnp�t stabte n 23/32' 6�aI �orr��aiinaltr�� * No. t6 pope stn�te o. s 34� Interlor panct{ng i/4' 4d� 3/$` 6dk , � � • �l,i�� A.B. A.F.F. A.F.G. ADJ. ANCH. APPROX. ARCH. BD. ��tr`. Bk.KG. BM. 807. a.o.w. BRG. CANT. C.J. CMU CEM. CLG. C�.LR. COL CONC. CONN. GONT. CONST. C.P. DBL DET. DIAG, DWG. DWL. El1. E.J. EIEV. ENGR. EQUIP, EWIV. EXSTG. E EXP. EXT. F.D. FD7N. FLR. FRMG. FTG. GA. GAI.V. GEN. G.L. GYP. HDR. NORIZ. HT. INT. INV. K JST. I.AM. U.V LONGIT. LTMVi'. LVL LSL MAX, MECH. �nr�. MANUF. MIN. NNO}M. O,C. OPNG. OSB PLYWD. R.d. RAD. REF. REINF. REQ'D RET. REV. R.S. SCNED. SECT. SHT. SIM. S.I.P. SPEC. SQ. STD. STl.. sr�ucT. T TdcB TdcG T.O.G. T.O.F. T.O.L T.O.M. 7.0. T.O.W. THRU �aNSV. T5 Ti'F�. U.N.O. VERT. V.i.f. W.F. ANCHOR BOLT ASOVE FINiSHED FLOOR ABOVE FINiSHEd GRADE AA�ISTABLE ANCHOft APPROXIt�ATELY ARCHITEGT BOARD BUILDING BLOCKING BEAM BOTfOtd BOTtO�i OF WALI BEARING CANl1LEVER GONTR4L JQINT GONCRETE MASONRY UN1T CfMENT CEIUNG CENTERUNE Ct.EARANCE COLUMN CdNCREIE CONNECTION CONiiNUWS coNS�tucnoN CRIPPlE POST DWBL.E DETAIL DIAGQNAL DRAWING DOWEL fACN EXPANSI4N JOINT ElEYA71QN ENGINEER EQUIPMENT EQUIVALENT EXISTiNG EXISTiNG EXPANSION EXTERIOR ROOR ORAIN FdUNDA710N F1.00R FRAMING FOOIING GAUGE GAIVANIZED GENERAL GLUE-lAf� GYPSUM GYPCRETE H��f HORIZONTAL HEIGHT IN7ERIOR INVER7ED KfNG STUD JOIST IAMINATEO LONG LEG VERTICAL LONGITiJDINAL UGH'TYVEIGHT LAMINATED VENEER I.UMBER LAMINATED STRANQ RIM MATERIAI. MAXIMUM MECHANICAL MA'tER1AC MANUFAC'iURER MINIMUM NEW NQMINAL ON CENTER OPENING ORIENTED STRAND BQARD PLA'fE PLYWUQD ROUGH t�ENING RAQWS ftEFERENCE REINF�CE f REINFORCEMENT REQUIRED RETAINING REVISION RQUGH SAWN SCHEDULE SEC110N SHEET SIMILAR STRUCTURAI INSUTATED PANEI SPECIFlCATiON SQUARE STANDARD STEEI STRUCTURAL '(RIMMER TOP dt BOTTOM TONGUE dc GRQpVE TOP OF CONCREiE TOP OF FOOTING TOP OF l.EDGE TOP OF MASfkJRY TOP OF TOP OF WALL. 7NROUGH TRAN5VERSE TU@E S'iEEI COLUMN rr�icn� UNLESS N07ED OTHERWISE VERl1CA� YERIFY IN FlEID WIDE FLANGE NarES m Tns�.E 2aotss W.P. WATERPRQOF For SL i p�ch = Ls.�4t�n. 2 3�e� x o3i3' ria�s a,d 3' x o131• rwlt� arr stnrxwrd ad and lod Gun na�ts. W.W,F. WELDED WIRE FABRIC a. Conns»� ar box ralls ara perMtt�d to 1x used exc�pt wrhert ottxrNfse stnted VN. 1�K?OD onns» b. 1kJls �acad at 6 txh�s on centrr at edpes. 12 Inchts at kttrrned{at� supna�ts txcept 6 k�ctxt at supparts wtKr� W% �� spans arc 9s inctw$ or rrorr. Por r�tnp oF rocd strucE�ra,t pnnet and portld�board cmaphrayu ar�d sPwar +ralts. Wj4 MA7HOUT refer ta SectN�n 2305. Nalts for Mntl sFrrathMg art pernFtted to lo� coerwn, box or caski{� ar YF AISC SYMBOL-MADE FLANGE c Carw+ar5 or drforrisd shcnk. d. Ganenort e. Defor�r+ud shardc, f. Ca^raston-reststani skiMp or casky� mR. g. Fastaners spnced 3 kxtws on centrr at extrrbr rdpes and 6 hetxs on cmter at hternec8at� supports. h. Corroabn-reslatarii roafhp naNs rrfth 7f16-b�ch dan�ter Mcd nrwi 1 1!2 hch terp#fi for 1/2-k�ch stxnfHnp nnd a - c 1 3/4 �rch t�rgth for 23I32-kxh slaa#hk�g. 6 Corrosion-restrtant siaplas xfth nonkxit Tf16-k�ch marn arrd i i/8 inch trnp�h for i/2-1nc4� sheathlnQ crd 1 i12 Inch � . lenpth Por 25,�32-Mch stuathirp� Parxl suppa�ts at 16 inchrs C20 fnclxs If s#a^�rnpth wds !s #tir twq olrtttton of � i� �.�� ' �� tJw po.rKl, uaiezs otM►�Nlsa nnrkrd). . ,� Co.sk� or fWsh rwlts spaced 6 hnchss on pariel �dpes. 12 Pncku¢s at kt'Yewr�dEaiae Yu�orts. �& �; �� , ,, '�'��'� `� '"`��; a k. Pw�et supportx ax 24 lnches, Caslrrp ar Pfr�sh nnlls spaced 6 McMes or� panN edpes. 12 kictwrs at intern�datr supports.# °:... A�. ��$ �� ' � , i e,�.. �r �. �.:..s .,:�:^ vw. � � u.,.-. � For roof sluathhp applicatbns, 8d naRs art #x nt�un rac�drvd Prn^ wood structurnt PwKts ,., � ��, x y �„ n. Staptes sha[4 iwvt o. r�r�inue+ erorrrs wfcith sf 7l16 hch '-, �,:�� € ��" �y... � N�� 4, s.�`� n For roof ah�rcthlnq npplkations, fcsterKrs spoced at 4 k7ches on canter at =daes, B axiws at krtre^nedfat� suppartr. " a Fast�ners spaced 4 lnches on crrrter at �dpts, 8 IncFu�c at kitvrn�dat� su�orts for wbfloar ard ratt sMatht�p nnd 3,. %�� f N . } k�ches on t4nter at �dp�s, 6 kKhes at kvtare�eo9at� suppor^ts far roaf shen�tMkp. t��,s " { ;_M,`° p.�.;-�..,,,,.r . .��w,.:.-.�-..��-.�..�:,.�.. p. Fwstanrrs spaced 4 kyches on center at edpRS. 9[nches at klternealaYe su�orts. �.e,.._ .�„� =_a_,.� _Y_�.,� q. T#rns rwtad as 'per EEI' hav� brrr� ctxir+Qed fron thr IBC scYwdute to a rwr� rrstrictiv� r�q�i��nen� � �" � � #�., ,� _...� _,_� �� „�4 � �.,�s „,�,� . . r ... an..._�..., . __ �� ,- �...� es �,a> '�'` �� i:��CJ � '� . � ,. .....,��`'� � ••. �a��, *.}_ �, � �✓�`�i`�� '�� . � � i' 'f� ��i' :��.` �* �. �- ��' ..�.� ,� � �, =� .� n , � s+'i ��, t Y ' :. •*' ♦ 7�. s� � � � �y� MM �S �i Y'" � �' . #�,+y`{" , ,.��3� ��,�� , �,}p� t4�� !ws+�r.�,��+a (} � •� � t�7 C � C} �L � �- � Z � � � Lf3 iJ.i •� 0� "�' cn �1,� � � � C� � N Q r°,. o �C7 � I`� W � N � � � � �' � � W Z u m Z J (� � � � X W ��1? Ll.. > Ll=.. t.�i.. � �.✓ ��y � F� �' � '^�,1 � � W � � � t�"1 �� ✓ � � � }� � � � � ��,i � W M""' � � � � � � � � � � � � � � � � ISSUED PERMIT: 7 21 f11 Sh88t V � ti Y N 4 ♦ � l.t.. � W ? ! • r� � — _ � _ � � � v � � ( � ( � —r � r^� �� I ��,�A � ��_ �w __ ____ _ _._ ._ __ _.__ __ _ ___� �'-"�.,� -----__....__�_____� � p � � � � � � � � — s � � ( � � � � � _ _ _ _._ .._. _ _ J � .,-- � �-''" � � � { I I I____�_____� '..- _____ ,,,. _____________________�_� �� _T________ •, �__�_____..i / � i F�CJTING SCHEI7ULE � � v — — — � � � � TYPE �IZE REINFI�RCMEh�T A B28 �IGFCIC�T wl 1� DIA, PIER <3>-#4 REBAR FULL HT, � B B�6 BIGF��T W/ l� DIA, PIER �3a-#4 REBAR FULL HT,� 12" DIA, PiE(�, LESS THAN 5'Q" TA�� C3)-#4 REBAR �ULL HT, ❑VER 5'0' TA�L. C3)-#5 REBAR FULL MT. I � 3iE � BiG FQC?T VERTICALS 3-#4 REBAR BENT THUS: - I (TO APPROXIMATE SLOPE W BIG FOOT BA�E) � AL� REBAR Ta BE ASTM GRADE 40 � , , 1 _ _ -- - -- __ _ __ __ ._ _ . --- -- -_ ____ _ __ �r�'_.��f —� �.`----�.��__. ---_.�._._� � � � 1 �a � �� ------_ �_�_�� __i_____ c� `~��1 I , ( . � I � � �_./ I I � THIS PAD WILL BE APPROX. 2'-6" SQ. � � ,� WITH #5 REBAR $" O.C., E.W. � � PLACE TWO LAYERS QF 1-1f2" EPS i � �(STYRaFQAM) EXTENDING AT LEAST 12" IN ( ALL DIRECT�ONS WHERE THE DIRT COVERAGE 1S L.ESS THAN THE RECOMMENDE� FROST ! �( .. � PRQTECTfON 0�' 48" r � � � ( � _�_ _., _._.___ . _ ._______ _ _ __._. __ � _ __._ _ ,�_ _ � _�- � � 11 _ `� �" ,� -- � i ______� k � �.______� 1 ----�_..._� � � __e__.____.�.�_1 �� i� {� I� I► 1I I► � L��-------- L_�.—.�v_s____ � �� NORTN SCA�E: 1 /4„ — �:_Q" � i '�t' N 1 � � � > � "`�,fs" s 1� 'a��.�a � s # .�� 5� a �� y�� k, r.r -c ,� � �, ,>;� � �w � � � r �� #��°�.,��`�� ,��. . { �.�� .�,��,R... .:�� ( -:�-.� t.� � � � �:� � � �_e. ,��x��-�,�� . _� �� „�.�.�� ,�� .�a ��.,.� ��r �.-��,� U � C� Z W W � W Z W ��4 -. � w .,,, . ��' �. -, �* ;n . y ��*4 � o* ;�+'t � �-��' � �� 's= pp � .— � � � � �� rn � � � Q � <L f.,, � N � � � -�.-r � Q � {� U W � � Z 1.. Q � 7� tA tL > � t.�r_ L'i �r � 1 � • - � � • i • � • 1 � � . • .► � � ISSUED PERMIT: 8 f 23/11 REV'D: 10/20/11 E { � �� : � .—.� � � _ � c�V > � � � ♦ � � ' �1 • a. : • �� .�.. r � fl � �-��` *��.� i �� $ �_� � � S � __�� C�7 1 [ o� !.t'� � � � � f ° P ' � f c� .. •t . � � . it..►' �i �i i� �I II !I {� II !i !� � i_��_JL_� �_l� � � � � e � � il �� ) �� '� � n � � I�—� _._-� _-� ��.,� � � �� - I� ..__1'? � � � �I --�..�` �� — ��_�� I I� I �� I ► i� �L��TU�s��T�� I � �� II i� ia �EDGER N�TE� () LEDGER N�TE= t2>� 2x10 DF NAILED & ( � ( I <27= �xl� TlF �IAIL.ED & I�AG w� C2)-5l8"s� �AG (( ( � LAG wl C2)-518"� �AG �CREWS STAGGERED @ U SCREWS ST�GGERED @ ZC "OrC� ,,,.- —� �.�°t�.C� • � :• � �w�� II ~��, �'�f II II \ 1 II �-� II ii li 'A � �r �r r �r �r -�r Q \ f ` � / I � �' � �___----- �r___��_i �. �---_______________- �.��_._....��-----_.� �I I I I I I I �� 0 ( �� 1 I I I I I I � E �� LEDGER N�TEI' � i- �`1 -` I� l� � �. .-� ( { Cz>� zxiQ �F �AZLE� � I I I I I� �' i � 'll ��_____ LAG wf <2)- 8'� LAG / �) i � r� r w r°-� r-� r-� r sCREws STA��ERE� � I I! i I� 1 Ii � I f �) ��t�'� 16`o,c. � . . . � II � I , ,� � �� ,� , � r � i • r .:�i Ll - . . �' � f�L : � �: . i a �_�„ VER I FY 2x10 RIM (TYP.) � & M _ __ __ _ _ _- _ __ __ _ _ _ __ ___ _, �i {� -� r-i r w r`� r� r� � r-� r`� r-� r � r-� r� � r� r� -� r� r� -t r� r' � r � _ ; � } {� TY ,� „ � �- A �� f "� A DRfJ PE \J� � � �� R � [) � �� / DR4 PED A ` � Jr � . J R; 1.. 1��J �� J i.. .I L .! i_ J L. J L J t J I_ L J L .2 L .i L� !_ �� . L� � J� L J L J L J� L\ .3��l. J L J i_ _! i�. J L J 1_ J L�..� J � Q & � z�� o RiM �-r�rP.) � �+`� � i I _ -- _ _ _ � �� +� ,.. — � �.- + ��r.- ��.� �.� _____.� � �.- �.�- � ~ '".. ~ -� .� � �f � � � --„° ''- f. ".- '� m � ~ �' .,� �` ^�._ _ � ..._ .e v _ � .__ a... .� � � _ _ � ..� � � 1� _ � � � �..� � � � — �. � � .� ._ _ �.-'' f ..�- ° f„ J �` ... .. �_�^� r \ ---r�_._.^.__------ I ' ��.__._---'° -'' .r � -------�._._�v�.� � �_n�.n o�� ' �'�r"l�f &� � r �,, �, � ..- � I E----------I � � __�_..____J 0 ,.- r ..� -- --------------� � � �_________�.-- -- , ___---______�_��1---__�__—��_�._v______-r � ��^ __��' ,r \ / �-- -- — � � _ � � �/ 1. DECK RAI�CNG NOT SHC?WN, SEE S-4 FOR DETA{� 2. Ft�STS BELQW ARE INQICATED: �� N4N-CONTlNUQUS Pa5TS FRQM ABaVE ARE INDICATEC}: � A�L. GOLUMNS TO BE NQMINAL 8x8 DF PQSTS 3. DEGK SHEATHi1�G IS 3/4" iCtNGUE AND GR4�VE APA STURDIFL.t?OR, EXP,1, SPAN RATING 24 O.C. (NOT REQUtRED} 4. WOOD BEAM5, EXCEPT NEADERS, ARE FLUSN WITN F�OOR JQISTS UNLESS NOTED (DROPPED). 5. GLULAM(S) C}ENQTED. . . . 6. "�}" 1NDICATES C4NNECTlQN TYRE - REF. S-2 FOR SCMEDU�E. 7. ALL DECK JOISTS ARE 2x10 QF, #2 CiR BET7ER, Wf StiLID B�4�K(NG C�D MID-SPAN, TYPIGAL, UNLESS N4TED OTHERWISE. 8. DO NOT SGALE DRAW{NGS. LJ �� R f� �� V I� �/� �� f� O R TN SCALE: 1 f 4" _ � ,_0„ � �� . , � i�-n-- ! � r�• / : G� �•�. Si r i► : c� ir � • , � . , � c� . . '� : . " � • f�'Ii" � s1 r�, , f i : C� • • � • �f: . ., . '' . '+ �-t� "� � ��.y_ . : � . yssl+ry,�ca J ."'i.� .; �,,�.•, qx��;'�, �,,Y� �}�« � . �i�'+ �t' _ r.,,� ;i • , j} , .a �- : . O '� f ,��. � � i'r ''�+'' s v .� z W W � W Z w � � � �� .� � � �n 47 � t(') � � � va •� r.�o � d- � O � � N � � Q ¢ �,, � N C�."� �' ;� % -►.�� O � U m U w _1 z � C� X � o v a: > czi � 1 J S �I LK, � M�- P N ' � �� Q , i -� �--� c� / . �' �� ►-W� "� X1 t� 12' o.c � �'�a° �� EA : 5 1 8" 6 1 j" LU AM � ' � � \ DR PP D) � ►--� � � �of � / S LC LK � S PP R � / . � � � , + �. � � ., .- - - - -, { � �� ,�.a . , ( � �- �� ..I L.1 L J L J t. J L J L J L� L.i L.! I.�J 1_ � L�J t_ J!. J L.! L J �j �` 2x10 RIM (TYP.> �� i o� Q � a� � ( �� „% � I � � � �� i i C� � � F�!� � � � ,,� R^�°r t�p�ax 0 � ,��—.__—,_ � �?�� ' �� ;.��'`�m t__ �{_,� �e`,G:' ��,�� , n �---------°--- ,,.�,�, .� ��"�_ a�,. Aa�1� `�"'a � ��;� ��. p!J � 1/ .� � -°�- i _� , � � , _. � �� , .y� .�r...�, a . � �.� _ ��,�_�� CC�NNECTIt�N SCHEC��U�E LQCAT(ON,� USAGE � � �'�' . � b. ��.��,. . ,�u..m a t�� ..._ r: � SIMP54N �.US210Z 2x1C? ar 2x12 FACE MflUNT ,�� , r_ ., __. � {}B SIMPS(�N LUC21Q 2x10 ar 2x12 FACE M4UNT (CONCEALED) �1C, SIMPS�}N LUS210-2 {2)-Zx10 ar {2}-2x12 FACE MC?UNT Q SIMPSQN LUC214-2 {2)-2x10 or {2}-2x12 FACE MOUNT {CpNCEALED} Q SIMPSON L.9Q RT. ANGLE NA1L BRACKET {7-1i8") ��} SIMPSON ABU88 (ar ABU88R} 8X8 RS POST BASE {{� 51MPSON EPC66 �5X6 POST CAP {END} GLULAM {�}H SIMPSON PC66 {OR EQUIV.} 6X6 POST CAP (MID-SPAN) GLULAM Q SfMPSQN LPG6Z 8X8 POSTj5-1j8 GLULAM {�J SEAM PLATE {CUSTQM) 5-1 f 8"x 16-1 /2" G�lJLAM (SEE DETAIL 4N S4� Q CUSTtJM 5-1 j8"x 16-1 %2" GLU�AM (MlN. 3/16" STEEL) Q GUSTOM 5-1 f 8"x 6" (8c 7-1 /2"} GLU�AM (3 f 16" STEEL) {M� NAIL CONNECTIC?N PER FASTENING SCH. C7N S-1 � si��so►v caz u�c� �os-r ar�c�� -�/�-"x �-�/�") 0�} SiMPSQN A�U6� 5-1 f8" GLU�AM to C4NC. PIER {P} I.AP JOlNT SEE QETAIL ON S4 NOTE: NOT ALL OF TNESE CC?NNECTORS MAY BE USED lSSUED PERMiT: 7/26 f11 sheet E -� )) 0 \ �, 1 � ) s�� 3 5!8' 8 5/$'3 1/4` 1 4' � i zr�X �_ e �'--r---X TOP I VtEW � (2)-3 j4" DIA. x 6" LAGS wj was��s r----� I _ ! 5-1 j8"x 16-1 f 2" f 1 GLULAM � � 1'-0' 1 1 I ; ii,G � � � � h ~ a 6x6 ANGLE �- BRACKET (TYP.) {1)-3f4}� U�A. i: �i� w1 WASNER 8c COUNTERSUNK (3" INTO POST) �.- 8x8 [��' PC}�T : � "i � . � � , � �� BEAM S1ZE5- VAI�`Y: —T (1): 5-1 f8"x 6" GLULAM = 15.25" �� }: 5–� /�"X 7–� /z" c�u�a,� _ � �.�5�, {2). 5-1 f8"x 16-1/2" GLULAM = 25.75" 4' 5 3/8' �� r � $. � ��` � 3 lf4" �---�k �, � I� i 1` 4` NOTE: FRONT YIEW MIN. 3/16" (7 GA.j STEE� PLATE (dRAW AS 1 j4"} 5/8" DIA. NOLES FOR 1f3" DIA. FASTENERS (TYP.) 1/4' i 11�' ' 2 3/4" 2 1/�C` � �-�= F ------ 4�' 6' � I ld4'VARIES SEE AB�VE � � � (x)-1/a' ain. X a' LAGS wJ WASHERS 4, a EncH s�a� � ^ (STA��GERED} 6' SIDE VIEW BEAM CC�f� N EGTQRS „K" 8� �,L" scaLE: �—o„ _ �,_o„ � {�}--� �'�� " ��AM �r�� covE� ��A�s �IIN. 3 f i 6" (7 GA.� STEEL PLATE w f {�)-�/�„ a��. X �" �.�cs . 1'-0' , � 6x6 ANGL.E �,� BftACKET {-rY�.) � .� � 1� ' � 71 � � � �� -�-- : -�--- � � _ _ _L�� (1)-3f4" DlA. X 6" wf WASHER & CC}UN7ERSU (3" 1NTQ PO�TfBEAM} 7 il2" 2 it_,�r w i � "i . 0 .1 � (2}-3 j4" DIA. x 6" �AGS w j WASHERS F'ER BEAM (4 i'QTA�} 1-�-� 1 �/.4` � !� _ _t ; ` �I� � � ! � � �' I m � , � , � , I � �--- _�___.___ 6x6 ANGl.E BRACKET (TYP.) i - - _� (1 }-3/4" DIA. x 6" wf w�s�ER & COUNTERSUNK (3" INTO PC}STjBEAM) 7 1/2' l�- 8x8 DF PQST � �� ! ,.��f �►�'� 4�'+� �'': `,� •+it': � �`.:�,,ti�'��> t„ Y. � � �,�,�� `�`�, �� : `� � �• : .s,� -c�,�►:� �` °�, �'; �: �'� �� '�" tw ��"��: �.�=. ��:, � C9 Z (Y W Z Z W C9 'S W •«�w=- �� 1'�.,, .: � � � �, � .� � �, u� � N ,n u� q� � i � '� 00 � d�- t37 � �N� � C�.'1 ¢ r.,. � N p � � ,� O � c� °� � z -i � <'t d � t� [L > a. tx. � � ( ( � � � � � � � �E�#� F'�.,�TE �'�!„ MID—PC��TS �EAM /MID--PO�T ��REAR� �� SCALE: 1 = 1'-Q' �� C'� SCA�E: 1,> - � ,_ t�„ � a �'_�" �TYP.� N QT TO EXCEED 8, _ Q" 2X4 PICKETS � TYP . � �X� CNAMFERED PQSTS 6X� CHAM�ERED POSTS 2X6 TOP RA1L — ( TYP . } �=�. 2X4 PICKET RAIL — ( TYP . ) ; - __ __,,�. _ ___�__;�____._ ;�__��,,____._., _ 2x1 C? FRAMl�1G ( TYP . } �2}-314" DIA. x �" ,�,,� �A.GS w f WASHERS ` �� t � 3 118' � � � �� ..,.�� / \� �� V �� 1 �I � SCAL.E: ��-'� � � ��s' 2X4 PICKET � � O � � � � � � �►�~ � � � � w �� .� C� � � � E—'� c�t � � G � � ? `. i ; a � `. f"t°i Y'§�i�a �. ;-� _��;��,��r�� `�,�� . tJ.� �A..� � �� ,�� :�.� �.��; �.....�.. u�� . �- � ��._��,��.�,_ ��x �� ¢ �� . _ �. �� 3,., �..�� .v � _�. . � r,�- �.� . _� �2)--3/4" DIA. x 6„ LA�S w/ WASHERS _ -�� PER PCJST 2 1/2• MIN. 2x12 FASCIA 4 3/6' �X� aF Pa�T ��'�— I5SUED PERMIT: 8/23%11 R�v'a: � o/2ot� � 5�168t `� , �� j �.