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HomeMy WebLinkAboutB12-0364 Plans Approved. i�► 1�lfATGN ��I�TIN� �Tfi�4R 5`i}21�#C��� �Ni� i2AIl�iNC-��. �i�W �TA�IR T� H�V� i�i�T�4L �i�i�� �C�R TH� TR��i75 Ii��`T`�r4�7 UF 7'HE �>CI�`aTIN� W�?C�I��N i`32E,�1�a. ,�L.1� TH� F'� -r..,�' T� WI�..L. P� I...C.��S WITH G�UT TH� -�`..�- TC�I�i� �Iar��. ,_ . � � :• i► :. " _' �► �' ` +I I _" ' �' � i .�► �M► i• :. ! " I �"' I� ` :. /� I ����� G�IS �N� MA�RY �i�LL 2�35 �NOWB�RRY D�? I VE V,�) L. GOLOR�DO S(�65� 1'�'�'t��.i i'"T I t� v T B�Tt� L�r'fN� �,i�GH1T�GT, ING. i�,0. BC�X 1825 f�VON, �C7 SI F�24 (�irt0) �fi26-4�i�fi3 �,4�C (�{�tC�) �126-2�fi�i� GC7NTr'4GT; i3�TH LEVIN� �����1"'t� ����� '1. NCRTGH f�LL �XE�TIN� M,4T�R.i,�4L� A�ND �T�ND�RD c�F �Ofi�ST�?U�TIOI� UNLE55 I�C.�TED C?TNERV�ISE. 2. �L,L l�iM�N�It�N� �R� �RAMI�C-� UNL.�55 1�C7T�i7. V�F�I�Y r4LL D I ME1`,[51 ONS W 1 TH TN� ,4RGH 1 T�GT. 3, DC? 1�tC,�T 5G�41...� I�i�.r4Y�11NC��. 4. THE i�Rfi�WINC-a�, I�ND G�THER Lc��UME1�T� PREP,4i��D �3Y � B�TN L�VIN� ,4�:GFf1T�GT, Ifi�G. �C7�, T#�15 i='RC�JE�T ,��2� INSTRUM�NTS OF TH� �RGi�iT�GT'S ���'.VfGE FOi� U5E �C1LEL.Y l�(TF-} F�..ES�'�GT TC7 TH15 �'F2C�J�GT rhNl� UNL�-�',.�'S UTN�RWIS� F'Rc��CID�i� IN Wi�.IT1NC�, TH� 14i2GHIT�GT 5H/�L� B� 1���h'(�t� TH� SC�L� A�NI� �XGLU51 V� ,�IJTHUi� 0� T�tES�E DO�UM�1�T5 f�ND �+�,4LL RET,�I�l, W�T+�OUT J�11�11T�TIC�N, �4Ll� GUMMON LA��l, STAETUTC�i�Y r�Nta OTH�R REVER.S�i� RIC-�HTS, I1�GLU�'71NG THE GO�'1t'RIC-�HT HE�'.EQF. � � 1 � �t� Y �:���� t�L1..OW�I� �IT� GC,�VEfi2P�C-�E: 2090 C�� �IT� I�,�C)3 ��2.FT. ?� .2D = �aBU �.�T. �X15TINC-� 5lT� GC)V'�R�4GE = BUILDI�IC'a FJC�TP�'.INT = 201 � 5�2.�T. R�Mfi�ININC-� 51T� GOV�R,�C�� = 156h SQ.�T. I��W 51T� �C�1f��2,14C"a� = 2' X l�' = 32 SGt.�T. TH� N�V�! 51T� GD`�1�i2?��E 1� TN� l-�F2�,� Fi24M1 TH� �IEI�t �OC�� L,4NDIl�C� TN,�41" I� Q`,l�R �'t�" U��P ��',C�M TH� BU9�.I�INC-� FA�G�. � � i"` .... • I. A�l�i� �hl� EXT�RIOR STf�rIR. 1�NL? i�C�UF C�Y�i2 T'H� W�ST DG�C,�i2. TH� 5T,41l2 {� N�L� C7�� OF TH� C�RUUh11� �'_4� TC� A�LL41^l Ti�� SNUW TC� �,�LL THRC�UC�H TH� C'aR�4T�5 �C��? SA�ETY, TN� �T,41R SHr��.�. 1�1r�TGH TH� �?CI�TINC"a 5T� I R. 5TR1 N�ER f�1�i� N,�NI�R,41 L5. TH� T�2�AzI�S �Hr4LL. C-�� M�Tr�+� C��'.fi�.T��. t�L.L TH� �'t��T� Wil�l_ B� LC7C�� i��IITH 4UT TH� 5TC?�I� 8,�5�. 2, NC7 N�W C-�RF�. 3. N�Y,I �IT� G01fEi��C-��-��� G,��.GUL,�TIGjN� B�L4W s /�► +�/' /► 20C��fi I�iT�R.N,�TICGN�L. 12�51D�NTI,�L Gc7D� i�� � I' ♦ '` ♦ �' M' I. ZC>NI1�1C-� 1715Ti21GT: T�ID F�MILY �'i21M�4�;Y1 S�GC�N1�,4f�.Y #2�5lI��NTIfitL L?I aTRiGT 2. L/�NL�SG,�P� �12.�� �,�LGU1��4TIC1�la �4 C . .. � .. f . w �- • • - .• r .� .. . - � • a� ~ � � � '� M ' � ` � " i�"a r � � r4LLC7W�D HC�U��/ Ui�,I�I�W�YIGDV�I�.�t� INr�LKW,�Y = 4C>5�a = "'t,161 �. �T. B. �X(�TINC� f'kR�fi�S HUUS�/ 1�f21V�W,4Yl GOV�R�L� W�L.KWfi�Y� = 14� (2,51� �G2. �T.) Ff�4R.�i�G�PE (P�4T1C��/ %7�GK,) = ��a (h�� �Q. FT.� G. N�W fi�i2�,45 N�l�l �Tr�kIRS r4Ni7 Lr41�li�IN�� = I.�rS�/o (3JC� -�",..�' Gt. FT.� h1C7T�: TH� N�W �XT�NT,��D �:QC7� {5 U�r'�i�. T1�-�� �'R.�1(IC7U5LY ��LC1UL.1�rT�1.� LA�KU I NC� ,��;E,4. M�► " ' /► C��l"r1���7 �`'J �"J' URVEY �) ��� I- �l"�IV �2 �Ak�T l�Nl� W��T �L.�V�TIC7N5 (I��T�i7--I�-3�—II) �t3 NDRTH �NI� �C�UTH �L��,l�kTIC�N� (I��T�I�-12--3D--Ili C � � � �'����` ��"a �����' #����f�������� ���� ������� �:s�..������.,����,��� ��� � ; . v..�. m .... �. """ , .�-- '�-�.,,_�""" r�� .. �` ......, �.� � '�� � ...��.....�.. _�. .._,�.�� .,�� �.���.,�.� °� ,, . '�Z _�� � � � � .. �.�,w,. ��, w�.�� �� . ����. ���m�.� . � � FFr-�I �� � � � � ��} '� �,.,i t'�.� � � � C� �� �...1 � � �► t��! � �'. �� ��'��� ��U�� C� � � � � � � �� C� '� � c°. �,1 �, ,� o`� a : � � • . � �+ "' � � r■ � � •i •i � .w . � i � � � . .. . �ti � �;� .� ri: ' � �� .. - _____. _ � ��i� • • • t i:���� �•/�+7r�►'[Il � �i +• � • � • :�i��� � I` I ` •.r r r �-. P�t�IT `I-18-12 . _. ���� � � ��� � � ���� , � �. ""�--... ""'.--�•. � '"'^....... -�.,""'""" �"""`.,,,,,. � �.,�"[' � ".•••-.... � ".,,,,.,,,,,� �.. ---___ .,....-- �-'.".. 16" --_____ � _ r � � = EVERGREEN TREE WITH CAUP�R v �i�r� �,�''�'� ����� ��� �� �� � NC}TlCE. According to Cc�larado law you must commer�ee any legal actiran based upon any defect in this survey witF�in three years afte�r yau first discovered such d�fect. In no �vent, may any ac#�on based up�n any defect in this surv�y b� commenced more thcsn ten years from th� date of certification shown hereon. This document is prepared for the sole purpose of use by the parties stated her�on. The impravements are g�nerally situated us shawn and anly apparent {visible at the time of fieldwark} improvements and encroachments are noted. Archibe�ue l.and Cansulting, Ltd., its r�wner(s) and empEoyee{s) will n�t b� liable for more than the �ost c�f this Improvements Location �ertificate, and then only to the par-ties spec�#ically shown hereon. Accept�nce and/or use of this dacument for any purpc�se constitutes acknowledgement and agre�ment �o ai! terms stated here�r►. � � -• ° � � �•. A�c�.ibeque Lan�. �ons�.l�ing, �,�d � Pro�'e�sic�nal Land �urveyin� & I�'Iappin� � i05 Capitol Street, Suite 5- P.Ci. Box 38J3 .. . . ... : . • f : . 1 1 • • i : . i . 1 . 1 TNCH = 10 FEET � � � � � � � � i► : � ��1 " � • :. i � � � � i � � . .� • • • � " • � i �► • L,at 8, Block 9, Vaz1 Intermountain Develo�ment Subdi�vision, according to the Fznal Plat t�ereof as recoxded �eptem�er (�7,19�`Z as Receptic�n I�ia. 221108, i.n the C?ftice of the �lerk and Recc�xder, C+�unfiy af Eag1e, St�te of Colorada. • 7:} �urvey Date: C�etol�er 20, 2010. �} Location af Improvemenfs, L,at Iir�es, and Easements are �ased upon the hereon xeferenced Final Plat c�f Vazl intermoun#ain i�evelopznent Subdivxsion, and Sur�vey Contral Manuments faund at the time of fihia aurvey as shown hereon. This S�vey does not cor�stztute a bou�darq survey nar any investi�ation intc� recoxd easements or encumbrances associated wi�h th�s property. 3) ELEVATTON DATLTM: 8430.00' c�n the �anitary sewer manhale rim, as shown hereon i� the xight of wa� .�or ��owberxy Driv�: T'his +eleva�ian was interpolated from LT.S.G.S data. 4} CC�I�1Tt�U�. INTERVAT.. 2, foofi. 5} Utilities are shown appxoxim�tely and shauld be field verified prior to excavation. 6) Survey�r dae� not war.rant ar certzfy to the int�g;rity of any Digital 1�ata supplied i.n conjunction with this m�,p and survey. ?) STREET ADDR��S: 2835 Snowbe:r�y Drive. 8} Lineal Units of the U.S. ��urvey Fc�ot were used her�in. 9} 'Dwelling dimensions and canfigura#ion �xovided by ofihers. I, Theodore J. Archibeque, a Professzonal Land �urveyor in the �tate of Colorado, hereby certify that thzs TC?PCiGRAPHIC S�UU�ZZVEY was dane by me ox under my direct supervision, and that i� was pexformed u�zng the standa�d care and practiee used in the area at the time of the s�e�. The NQtes he�ean are a part of this c�rtification. Theodore J. A.rchibeq�e PLS 37902 Colorado Professional Land �urveyor � �� a�x;� � �� §����� � � �� � 4��::�����.����� ���`� ������ ����}J��=M.=� ����"� � `�� �� ,� - 2 "�- °' 1 �. � � � � ° ,.�, �_ .m �� �,� ��;,�� ��.,���.m ���. � _. �_ "------._ � °`_°-----_ `----_ `°-- ____ � 1..Mt�T 4, -----,--�__.s_ \ '���f'�� �..����� ��-___`_._ -----_ ____�h � --__ . . .o :.:,:,ti,.:.�•i:.�:=: �`� ''' `�� �:.:���w �,.. .,.., A'�+� ,.a'>..'r�. ���..•�y• � � ���� , `t� �,�� � �„ �� 4�� �1����� � � �► ►! . ��r .... �X15TIl�G H��SG,�F'� �c�C7TP�:11�1T �1�1N �TA�Ii2 L�4�ti?I1�lC-a� ,�1�1I� aTr�1�?� �u�.���; ��T���t��[� ��.i.. .. .. .. . .. .. 1. NC7 NEW L,4NI�5G,4PINC�a 2, 1�1r4iNT�41N }�LI,. �XI�TI1'+1C �Rr4I�E5 LC�T '?" ■. 4 M , r • � � NEIN WC7C�U�N ST�lfi2 21 i215ER5 c� � 11�4'� 24 TR�,4175 �r 12" �..�.�-°^^ -__------- �` .e— �� _,_„„�.�..----°`^ -^---°^"'n.".. LiMITS UF L715TiJRi3,�NG� FENGE �` � � a � �.�J }' _.,,._�. �P � ��.�� L=31.3� �Q�1—� �,�� '� CB==i�i4°1 �'S�"�J!f C�J=3�.38 y Y:.�JG� QF ASF�z-I�LT � tid c.�' 4� k �/ �� � � �" �+. � �� �� ti ,n,> /("�ry{�n �•.�.• V C� LJ O .�/ 1 � � � � � / / � � s--�°.�?'o�„ � � �_�� �3. �g, / � --7--._` � �QU�o su�v��r �ovu��� � �.�" a�u���u�v� caP c�� ��n,� � % STAMP�D LS 12��- C � �� � / � f 4✓� � � � J� � ` ! � cCi � J ^`�� � / � f... � � 1 � � � � � 5, _ Q„ �Q�L E SETBACK� LoT $ i t�.� 1 'I ACR�S � ` .r ��� f ''..e.._��,_--__._ 2$�5`i > Z��g � � � ���� � % —'' -__. / �, J � � � o ��a ���' � �,� % ,��. � � � �, % ,P � ' � ��� t, a� , �- 20 �o . ;, , �� N�t^i lNt7C�t7�N STA�IR f � � f �= g � �'"~ (� RI5ER5 � ? IIS�� �'�t� , � 3.Q' ;,� � (3 T�.E,�L�� c� (2" , f��,, �� I�EGK fi�B4V� 1 ���i� � !. : . , . . .'��� � � . . . . , . . . .`�. s:o��2�' ' : : : : : : : : . . :\7 % {�� . � .�4 � �M1 f y . ! mJ f ` �� . . . . . . �� � .:.."::::::'w j � � ;,,hy �P ; � 't� . . '�•• . . . . . . . . . c� � � 't� „x " : ti" �i�*'' , . . . . . C�� . . . . . . . . . . . ,�-� f / � � � :. • �.ir`; �::, ° � I��StiE�+ �1..1 r:lE O� NEW �.C1C� . . . . . . . . . . . . I � ��.�J�'�- ,; •� �, '�,��. r . ��'� ,r'°' . . . . , . . . . . . . R . . . . . . . . . . . . . . . . . � 'iA.C��• � ", f �, `-r;� ` �. . . . . . . . . . . . . . �' : : : : : : : : : , : : , : , : : : . . C�.,`� .}: . 5` �, . . . . . . . . . . . . . . . . : : : : : : : : : : : : : : : : : :�� , f � t�oT � : j .—��+c���� .���o.R. �c�►�.a. , . . , � . . . . . � P�-r�o: : : . , �$ . . ,�� � , :�2 � . . . . . . . . . . . . . . . . . �s� � : : : : : : : : : : : : : : : : : : . . f � 20.(� �� � � EW TRE?C Lf�NDfNG 8C?16.3. . . . . . . ' � : : : : : : : : : : : : : : : : : : : : : . `,� a j ,�. :. '�?�i�E .T� :FGT .EX15TfNC�. HOU1�DEi� � �`• . . . . . . . . . . . . . . . . . . . . . . � ',�. �. , . . . . ..................... 4 '' j ,/`� .y ..� . , . . . NE1N Rf1�C-��.ELEVATION 842�, . . . . . . . . . . �� : : : : : : : : : : : : : : : : : ' / J � ., . 4 � S fi�lE1!`i i"1ETr�� i..,4i`lI� I I�IC.-� P,��72�i . . . . . . . . . . . . . . . . . . . �+, . . . . . . , . . . . . / ��r��� .���1 f : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' : : : : ' ' 1 �. �, �� w„ �, �� � � �; 6�RA�E' �Lt��?R' 8C�3U , , w' ^ � , � 2:6. � . . . . . . . . . . . . . . . . .W4CJ1� FF'.,4MED . . � . . , . . . . � � v< r�'� 8.� � ` , T,��� . � . . . . . . . . . . . . . . . . .i�W�L�,INC� . , . . . . . . . . .�. : : : .'1! 2 �' �i "�. f �31;lILDING �OUTPRINT � 7 �x � .��` �> �� � . . � . ��' . . . . . . . . . . . . . . . �C�14 SC�,�T. . �. . . . � , •�.`L. � : : : : �� � 3�� .� . . � . . . . � . . . �. . . . . . . . . . . . . . . . . . . . . . . . , . �� , ./ ' . .� �. . . . . xT ,. . Q . . x�;? . . . . . . . . . . . . . . . . . . . . . . I � � � � ,.... �F � ...... � ��.t�y /j . ...•. . . .��•�.•�~,`�...� . . . . , �. . , , .i�i��i�� . ' � � ',',�,'.`.'.'.'.'''.�,'.',' b;�, � � f,/. �� . . . . . . . . . "^�+,.�,. . . . . , r . � . . . . • ( r . , . . . ASPHALT DRIVE f PA�s�I�G. . . . . . ,� . . . '.. . , . . . . . . . . . . . � ! ...................°�-�..../ �� ., . ....,...,. . . . . . . . . . . . � . . . . . . . . . . . . . `: -,.. ^ � . . . 2,35; . . . . . . h. . � .l � . . . , . . . . . . . . . . . . � . . . \ . � . . . . . . . . .--:—'' �� . . , . , . 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G � ; � ` �'G� �� �'1�1��} �� i . �..�. � _. ..�...� i� t _._w.._..��._w....a..�__a_....�.�..�.......__._...�_...__..�....,_.s �.. _..... __,... . ..� __w._.__.�...�.� __....�.� .. �a�ai��i'.�,!' ._._._... � .. ._ _ .�. _ _.�.. �. �.,��._..�_.� .w...� _ ���"�1.%.�._..._. _.�j.�. �{R � �.....�..�.._,.�..�_..�...�..�. ,,, ��;.�,.�-��1"`�,,;�i�—..A-j�.,�.�. ........ . ...� ,,._ .. ..._.... � ���, . . �;a„ . �� _ ��. ����'� .�.�...�.�,_.�.�..�...,�..., _ r.. .�. ����#� ,�.� -�,,,��.:�.. i � , ,... `_ . . , ; f J � � � � � . i ( { 4 � . , � ' ° ` , �, �,� ��;� �Gp � E _ _ _ , .�.._.�..�..r..�.....�..._�,._ ., _ �,,��.... .�,� , ..�,�.., , ! � . � �� f � � _._:....��� ��-� . .. _ �:�.. :::-`�..,���� . . . . . ... ;"�., ^.':�,...__.e.....�........M. ._.. . .. , .. . . . � i � .. . .. . •� � ;� . .� � � . �� �y�w�j �' /""".� � � � �� � � t � ' � { � � � � � V"x y C`f"? , � � � {�`� 4 r � ��,�_ �� _ �— -- r" �, � �s��' �'�=T ,� � ���� �� ���� . � ��� � 'C' �''�� � �__ ' ���� ������ � ��� � 1 �f � � a,� . �M'M'K DESIGN CRITERIA: BA�� ADdITiON JOB #: 1111-01 Roof �ive �oad (Snow) -------------------------------- 80 psf Roof Dead �oad ------------------------------------ 15 psf Deck �ive L�ad (Snaw} --------------------------------- 10Q psf Deck Dead �aad ------------------------------------ 10 psf Wind {3 Second Gust) —=------------------------------ 90 mph (Exp. B} Seismic Design Cafiegory ------------------------------- EXEMPT IBCfIRC Edition ------------------------------------ 2009 SPECfA� INSPECTIQNS: a. No special structural inspectians are required. Periodic observations of canstructian by the structural engineer ars not considered to be special inspections. FOUNDATM�N DESlGN: a. Design of individua{ and continuous footings is based on a rrraximum allowable bearing pressure of 2000 psf {dead load plus fuli live (oad}. b. Footings sha(I be placed on the natural undisturbed soil, or compacted structurc�l fili per the recommendations of the geotechnical engineer, belaw frast depth_ c. This foundation has been designed according to the design recommendations set forth in geot�chnical report 98-0293G by Inter—Mountain Engineering, Ltd. The contractor shall follaw the construction requirements fram this same report, d. A representative of the geotechnical engineer shal! verify soils condifiions and types during excc�vation. Report any diserepancies from original fiindings to structural engineer for re—evaluation af faundatian design. e. Verify type of fiil with soils engineer and structuraf engineer prior to backfilling. REINFORCED GONCRETE: a. Concrete design is based on the "Building Gode Requirements far Reinforced Cancrete" (ACI 318) as adopted by Chapter 19 af the 2009 IBC. b. Struetural concrete has been designed far a 28—day compressive str�ngth of 25Q0 psi, but shall be placed with a minimum ,28—day campressive strength of 3dQQ psi. c. Concrete shall be prapartioned using Type I—II sulfate—resistant cement. Admixtures containing chloride salts shall not be used. d. Cold weather concreting pracedures sl-�all be provided as recammended in the ACI Manual of Concrefie Practice. e. Ancl�or bolts for beam tand column bearing plates shalf be placed with setting templates. f. Expansion bolts shal! be lacated at a minimum of 6 bolt diameters from concrete edge and spaced at a minimum of 10 bolt diameters uniess noted otherwise. g. Concrete coverage for reinforcing steel: 1. Concrete cast against and permanently expased ta earth. 3" 2. Concrete exposed to earth or weather: A. �5 bar and smaller 1 1/2" B. #6 through #18 bar 2" 3. Concrete not exposed t4 weather or in contact with graund: A. Slabs, walls, joists (�11 bar and smaller) 3f4" B. Beams, columns 1 1%2" REINFQRCING STEEL• a. Detailing, fabrication and p(acement af reinforcing steel shall be in accardance with the ACI Manual of Concrete Practice. b. Except wl�ere otherwise noted on the drawings, reinforcing bars shal! conform to ASTM Specification A615 and shall be grade 64 except ties, field bent bars where permitted by note on plan, or bars ta be welded, which shc�ll be grade 44. c. Epaxy adhesive for reinforcing dowels shall be "Nilti" or "Simpsan" or appraved equivalent adhesive systems. Minimum embedments, if not specifically indicated an the drawings, shall be according to the manufpct�urer's specifications. d. Metric bar size canvers+on table: METRiC #10 #13 �16 #19 �22 �25 �29 #32 #36 INCH—PQUND #3 #4 #� �� #� #� #� #7 � #� � GENERA�. REQtJ;REMENTS. a. Structura! erection and bracing: The structural drr�wings illustrate the completed structure with all elements in their final pasitions, praperly supparted and braced. The contractor, in the proper sequence, shall provide shoring and bracing as may be required during construction to achieve the final compEeted structure. Contact structural engineer for consu{tation (nat in contract} as required. b. Dimensians: Check all dimensi4ns against architectural drawings prior to constru�tian. Da not scale drawings, e. Construction practices: General contractor is responsibis for means, methods, techniques, sequences and procedures far construction of this project. Notify structural engineer of arnissians or canflicts between the working drawings and existing conditions. Coardinate requirements far mechanical jelectrical fplumbing penetrations thraugh structural el�m�nts with structural engineer. Jabsite safety is the sole responsibility of the contractor. All methods used far constru�tion shall be in accordance with the latest editiQns of the IBC/IRC. d. Details not specifically shown on the drawings shall be constructe�i in a manner similar to the details that are shawn far like conditians. Th�se items shall be brought to the attention af the structurc�l engineer as soon c�s possible for appraval. Appravai shall be abtained prior to instailation. e. All waterproofing t�nd flashing is the responsibility of the architect and contractar. f. It is the responsibility of the contractor to contact the structural engineer at the oppropriate time to perfarm site observation visits. 4bservation uisits ta the jobsite by the engineer are for determination of c�enercrl confarmance with the canstruction documents and shall not be construed as inspection. g. Though every effort is made to pravide a complete and clear set af construction documents, discrepancies or omissions may occur. Refease of these drawings anticipates coaperation and continued communication betweer� the controctor, architect and engineer to provide the bast possible structure. fihese drawings have been prepcared for the use of a qualified cantractor experienc�d in tk�e constructian techniques and syst�ms depicted. h. Existing structures: Contractar shal{ be responsible for verifying dimensions, elevations, framing, foundation and anything else that may affect the work shown an the drawings. Underpinning, shoring and bracing of existing structures shall be the responsibiiity of the cantractor. (2)-5/$"� LAGS W/ MIN. 6" PEN. 2x DECKING DECK JOISTS PER PLAN TIMBER BEAM PER PLAN --� SIMPSON H�33PC, LET CN TO COLUMN {2)—s1$"� LAG SCREWS PER CaLUMNa 6" MIN. PENETRATION STAIR TREAQS NOT SHOWN RAFTERS NOT SHOWN � BEAM TO BE t INTO CQLUMN SHOU�DER BE1 � I . ., STAIR TREADS NOT SH(JWN � ^ � --�_ STf�IR STRINGER PER 6'�AN °�r' _° � � ii io . ,, ii i� °.__ RIPPED JOIST tNf SI�iPS�N ��1 � A34 ANGi�E EA. END I �� �-- (�}–��8"� �ACS �v� �i�v. s" ��r�. ( �r �� �� ~"�°°°------ TIMBER BEAM BEYO�ID � Ri ,� �� �� �� 1I il ��G COLUMN PE� PLAN SCALE: sj4>, -- �,—��> A . . r . r j • . SCALE: 3j�» = 1'-0,> �.OG BEAMS PEh� PI_AN (2)-3/�"t� LAG SCR�WS EA. DiRECTiON, 6" MIN. PENE1"RP.TlON LQG COLUM�i PER PLAN EQ. � EQ. SEE SCHED. SCA�E: sfa„ � 1'—Q,> _,�, •:- -_� SIMi�SQN PBV6PC W/ �l8"�x16,> THREA{7ED ROC} 1NT0 SIPv1PSON SET—XP EPQXY DlAi�ETER VAREES, SEE SCNEDULE t2}–��'� v���r. : • SCALE: �1�." = 1'-0" �` � , � ��W O l i � i� " • - i i • w . • , * • • A� �."2 '' r� r >> �3� �,'`6 � � Q �� � -`� I`. FiELQ VERIFY ACTUAL SC?IL �` A %�� �� CONDITIONS. A DEEP FOUNDATION „�� �, f f f� ���� SYSTEM MAY BE NECESSARY �� �� � � � � \ �,,� � j / � / `� � �� � `�, %�� � ` \ �` � ��. / � � r '�.,, `` ��" �.,,� A J ��� � � � r .� � \� � f f / � `� \ f \ � � f/ ,l � l / � "�� , % \� � / � / f � � .---' /�, �' f / / ,�., f / � / !� � / � _ r; f ' �� <� � i_,r / � � A�„ f `' f � / /�\ � � � ~' �`�. �/ `�,, r. � 1 f � ~' �„ \� � � '',,. I / f � f �.. �` � �. � �' � f //\,�/f ~ � �-. � � \ � 1 / f! f � `� � \� / B FO� 0'��./ ��� �.. C FOR 12" b CO�. � � % � �� \ �� �/� l`�/ � /�V � � � / � f � / / 1 � j/ � , / � � � � � � � � � � � � `� `� �' ``�, ,, 1. � `� \ � � � � . .,, � �., � �� �� � � . � � � � � ♦ � � i PLAN NOTES 1. DQ NOT SCAL�E QRAWINGS. 2. VERlFY ALL DIMENSIQNS PRIOR TO CONSTRUCTION. 3. PIER LOCATIQNS INDICATED: (� SCALE: 1 /4„ = 1 ,—n„ FOOTING SCHEDULE TYPE SIZE REINFORGlNG PIER%SONOTUBE SIZE � BIGFOOT SONOTUBE 20 QR SIM. (2)—#5's VERT. 8" B BIGFOOT SON4TUBE 24 OR SIM. (2)—�#5's VERT. 10" C BIGFOOT SONOTUBE 28 OR SIM. (2)—#5's VERT. 1�" D BIGFGOT SONOTUBE 36 OR SIM. (2)—#5's VERT. 12" •" �� �;��,��� C�� ����� ��,�������� ��� ���� �� �,���� ����� �� �� fl ,._��.��_� �� �- `��..� ��. ��x �� x � �� ��t��� m�_ ,-�.:�' � Z � � z � J � O U � C� � �p,DO ���j�i' ,� ����o�as,� �,' � 4.• p �+�;v��c; »� ': �.��' .�, � < � d m � a ��� 67' g 1u d �n � ���. 1 � �Qi� r� �� � �� � .�' � �, N �� -� � .-,, i -p o r. t�- � � p� .1 L1 '--' � �� .� � � � .� � � � N � h � �cc7 00 � xQ � �� � o� � u� a: > � � � �� . 1 � �' G'� i� 0 � � �i�� �� ,� � � � � � � �i � .� �* designed by JMO drawn by �� � checked by TDH issued i , ��, � .•� ••• ' i. • "�!'� ► ! is i i � � sheet �4\� '�� JOB �1111-Q1 ALL 6x10 TIMBER� PRESSURE TREATE � � SIMPSC HANGEI , � , � , .. .► , • , �/ � \ / � \ � f f / � ,, ~ ,,� / l � ��, /�xi•f � � \ " \. � % \ �` t � \ � , � � � '�j � \ �' �� `�, � �s` � � �.` h� �` � � ��, �;,� . ��ALE. � r�„ � �,_�,r PLAN NOTES FOR NEW FRAMING: 1. NEW POSTS BELOW (ORIGINATfNG FROM THIS LEVEL OR ABOVE) ARE INDICATED: EXISTING POSTS BEL{�W (ORIGINA7ING FROM THIS LEVEL �R ABOVE) ARE INDICATEC?:� NC7N—C4NTINUOUS POSTS FROM ABC?VE ARE INDiCATED: � 2. ALL POSTS ARE LABE�ED AT THE TQP. 3. EXlS7iNG Ct7NSTRUCTI4N IS INDICATED THUS {------}, NEW COM1ISTRUCTIflN IS INDICATED THUS ( 4. ALL W4C7D MEMBERS SHALL BE DOUG—FlR #2 OR BETTER ) `s: � 2x8 STRUCTURAL SUB—FASCIA TO SE CONTINU4US WHERE INDICATED, TYP. {MATCH EXSTG. DEP7N) � n"� na ��"� i nr^ 2x8's � 24" O.C. {MATCH EXSTG. DEPTH V.I.F.j {3)-2x1 Q W/ (2)-2x6 TRIMMERS EACH SIDE, MINIMUM �� � ,,,�,,� o� �o� � (3)—TlMBERLOK SCREWS C� EA. RAFTER, TYP. /'� �� \ � ` ` \ � �� �. / ,'�,� `, ``°�.''°``� �. t�`� ~�, `�, / �' �` �°�.,� �``~ .� f ���' ,`�., \'~. ����;~��' � `\ � ,� f�. ..� �,. ,�� / � / `o� , p � ``.�� �''�.. �. ,�`�, �`.` � �� ,�. �.,,� ```�,. ,�� �.,� ``�.� � .,� `�, `'`�... ' �`�. /',�,, �,° ''`�, �� �`�. �.'`''� �, f ��. ~�`` ```', . `� � ` �•., `�� �`� � �� ```., ```. -� f f f �I` �',� �j�'�,, � -�`�'� � `�� �``�e � ���' 6'� \. �- y, tj � j �� �'�'�° '�, ,`�``- �`` %� � f� � � j�� '` /J �, �`�' � �` �. f � '/ f/ � S yy� ` �`�,, . � / ��� -�, `~,. � f '� % � � c ~�. � 1 �� � f �� � // / � �� �, // � f f // :� �� � � // f // :� / � f/ f � � ; // // � f r � � � f 1 ,f� `�'�� � �/ / � // ��-�� �,' '' // ��j � f � // ��� �, �. f `� f f // ��,' / s�.� /f ` f � � �, r 2 f f� r �, if/ r �� f �, � / � // /�'/ / "' /j � �6 t. // � � / �l f� %f �� �f a � 1i� f� � � � � � �\ � // f f // � . �. � � �/ �� � � '' � // // /f � � ., // // f f '/ ,.. � �i/ ,� ,� // � �� � � ,� � � �~,� 1 '~ 1 ~ � / � , //� � � � � , � . � � 1 � ♦ F'LAN NOTES FaR NEW FRAMING: 1. 2. 3. 4. 5. SCA�E: 1 j4„ = 1,—U„ NEW POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: EXISTING POSTS BE�OW (QRIGINATING FRQM THIS LEVE� OR ABOVE} ARE INQICATED: e NON—CONTINUOUS Pt�STS FROM ABOVE OR CRIRPLE POSTS ARE WDlCATED: � ALL POS7S ARE LABELED AT THE TOP. lVEW RO�F SHEATHING IS %$" APA RATED SHEATHING, EXP.1, SPAN RATING 44/20. NEW ROOF BEAMS ARE DROPPEQ UNLESS NOTED AS (FLUSH). EXISTING CONSTRUCTION IS INQICATED THUS (------), NEW CUNSTRUCTlON IS fNDICATED THUS ( .- ) ���,������ �� ����� ����������� �°�� �� � 3::��������w������; �����: �,e.�.��. ��' �,'�- ,–r �.. ��': �.�.w����,.�.�� ��,�. 4�. �,� ��-�' s���� �. �.���.,���N������r,��� ���QO �s��J��,� ,,...a, ��4,,v�� ��n,;�G,9cc,� . � �Q . . . � �4°� �i e o p ° /°�� �d p � g 64a..1`V . �s�°f°rrorthrl�°s�a\�.�\ U���tib�\� � � � � � ���� f^� �- �•, � rr'S tf? rn � � � .� � � C) � �" Z � �� r� � � rn .�, vi Z � �� �C � � � J � � � � .� � � O � U � ,� �� � � �� � � QQ U m � � Q� � �> � � � � � � � � � � � � � � � � � � � •, � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � designed by JMO drawn by �� � checked by TDH issued PRQGRESS 06/26f12 PR�GRESS 07/06 12 PERMIT Q7/10 12 sheet 0 �o� �����-a�