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GONTRAGT {UW 6LA.�'ira, �,�LLA�IrK GYP5t1M �if1A�2D Fk7� HlB Flt1fi2!?WAI� ���z HEATI1dCa l�IEATING/��NTILATIt�IAG �« H�LLO}^t GQRE ��vw �r�. +�ziz�t�,� F�?T Y�TEi2 F�Ai�l2 INGLUD� fCl}, {ING1 li�'all� DIAM�T�1"� INSTAI.I�f? BY GO�TW�GTCJR INSTt�L1�17 BY C�Y�NER �i`ieNi.-P"\IL ilf�i i'V�V INTEiZ(4t� JANITC1i2'� G1.0�'T KIT�H�N LAi�i1NATE (D) t.�v�ro�� t�'t NAt� � Li)T LT LTL LVR MH � � M1�X � MM�3 Nl�T M � Mh! r��� MIS� h�1LL N�T t� NQM ��� �� %x�e � OPH � PR fi�K F"wMl' i'L PT P5F P�"ai lXl F.�F P.E�F2 REINF i�RC�2D � � Rp��V9 NI � R�5 �I? RC1T �� RM �za � 5 SNTG 5M 51M � � � 5iD 5T 57L 5D �� TEL N � T# G T.C1.P. T.4.5LAB r.�.�. r.a.w, is 1�2 T 1'(F � Vf3 YI � VERT �1G7 Y�G Y�' � YV WDY� YJC� V�I7 --. • ir r• .. . .� '! 4 • • ,� , � . �. �r � •: � �: • .,. �� e • • r • • a t / ! �• ,.-. R''• • ► t � •r .* .� � . . E .. �,� .� ; � r .. C•+r t• •• r • a • r • r ' �� -���n 'i• I'• �r r•.» •�t •�• .,. ,. .� . i . i. iw i r •- ., �.. . ��..� e- r• _. � • � t r • � r •�♦ t• � � •�r �• • •: .-. ;� ` ;. • • »• .� . .. � .�. ;. . r • ��r • . � e •+,� r�r •:� r r r� ! .s�.� r . __r� _._ e_,�.:_w Y._ry__ : ..�w.=.,.�. �.�..v,.�.. .,�.�w. ���_��.��.�r u � _.�� _wr. _.-� _: _ ....- - --- - - �= � �' r � m��� T- �� �:�� *.� ��������� �: �:;a;li��ji'�y�i. ►� �� � � �, � �, � � � � ► �• r � � i�������� �!�±�►��!�±���!��� ���`���i�♦�, iiGG iGiGi�GiiGiGi u�rii�Wr�r���ur�r n��rrr��r�u�M��r u����rs�ru������ ur�rur�ru��u�r �ZLz� � ._....�_ _� �e�-e"������ �, ���`� �� ��� � WASHED GRAVEL. STONE MASONRY STRUCTURAL CONCRETE CONCRETE MASQNRY UNIT ��rr ir�su�a�naN RIGID iNSULAl10N • 111 i!1 t�� •� BLOCKING • ��,�' STEEL%META� AS NOTED ,..... ._ .......................... ' -�`-�- -�-- � � .. ' � �_.� �4.a DE7All. REFERENCE RQQM NAME � RQOM NAME � u�N�ow TAc �� DOOR TAG ����� MATERIAL BREAK � fiW.l.% SECTION REFERENCE T.C�. BEI�M �L, IU�#'-1 1/4'� HEIGHT RE�ERENCE � • i : :: U REVI5IQN REF'ERENCE 1 4 A8.1 2 3 INTERIOR ELEVATION REFERENCE - - -- -- - -- � � ;...� .... -- .._ � �, �t DEGK R�PI�IR TC? �4DDR�55 DR{�INAG� 155U�S �ND DEGK �GING. T�IE SGOP� OF THE PR4�EGT ING�.UDES ,�DDING l� LOW SL4GK �ZETAINfNG VJfi�LL AT TFIE REAR OF TH� HOUSE �OR GORREGTIN� DR�IN�6E �'R�BL�MS, i�E-BUILDING 1�N UPPER 1�T G`�DE DEGK, ,4ND RE-BUIL�?ING GUARD �IL51�T THE RA15�D Wf�LKWf�Y /�ROUND THE HOUS�. THE PRIM�tRY GON��RN 15 GETTING WATER TO DRAIN AW�tY �RaM THE f�0U5E. 5G21J,��'.� �OOT�4C�� G�LGULfi�TIC�NS: NO GH�NG�S ������ �1�� � 1���X: �R.GH ( T�GTUi��L Di�}�Y�ll NC-�5: A0.0 GOVER SHEET A1.0 FULL SITE PLAN%LAND5CAPE NOTES A1.1 ENLARGEO �ITE A2.0 PHQiOS A3.0 RAILING DETAILS 5Ti2UGTUfiZr4L Ia�2,�WINGS: S1 NOTES S2 DECK FRAA�ING AND DETAILS S3 SITE AND DECK SEC110N �; ������� ����� � 01 DC1 NOT SGAI.E DRAWINGS 02 YE�ZIFf �LL DIt�F1510N5, GONDI710N5 AND UTILITY LO�AT1C1N5 OK T}f� .{OB 51TE PRIOR TO BEGINNING AM' WORK OR ORDEf2CNG ANY MA7�RIALS. h10TI�Y ARGHiTEGT OP ANY G4NFLIGTS OR DISGR�PANGIES IN TF� DDGUNi�t1T5 IM(�DIAT�I.Y. 43 AREAS OF GON�UG7S OR DI5GREPANG1E51�T BE �i1LLY RE50LVED WITH WWTT�N APPROVAL FROM THE AR�HITEGT BEFt,�ZE C.Oht�iR11GTI0N GUNTINUES IN TFI05E AREAS. 04 F'LAN DI1�N.41oN5 ,4R� Ta FAGE c1P STUD UR �ACE o� caNCt2�rE, Uf�..E55 07HERl^i15E ND7ED. SEGTION ftND �LFfAT10N Dlt�'iIQN�i ARE ��f T� TQP O� GONGi�'iE, TQP C1F PI.YYV04D, OR TOP OF WAt.L PLATES 5 D12 BEAMS Uhtt.fia5 t?TF�Ri�V15E hlOTED. 05 06 07 a� PROViDE ALL NECESSARY BLOCKING IN STUD WALLS AND t;Ell.INGS. LOCATIONS lNCLUDE BUT ARE N4T Ll�IITED Ti} CEII.lNG AND WAtI, MOUNTED FIXTURES, T(?ILETS, T41LET ACCESSORIES, CABINEIRY, COUNTERTOPS, SHEIVES AND CLOSET RODS, EXTERIOR SIGNAGE. R��D�t1C1T� I700R5. i2�i�iZ TO �LOOR f'I_Ah� �OR LUGftTI0N5. TO DO�R SGF�DUI.E PC1R I7GQR'tYPES. �}rr�o� w�rmo�. r�z ra wir�o� �rm ��.c� �r� � L4GATIONS. R�FEi� TO WINDOW SGt��Dllk.� �OR WINDOW TYPES. G00�2DINA�E fd1. ELEG7RIGAL AND MEGNftNiGAL FIX7i1f� 70 �IT wi�+ix c�E�.ir�, ��000�z � w� �,�c�. VERIFY LOGATfONS N{ITH Ai2GHIT�GT. Og IN Tt� E1f�NT 7HAT AUi?ITiOWtL DETAILS QR 6UIDANGE 15 t�EEi�D BY 7k� GONTRAG70R �OR GON57RIJGTiON OF ANl` ASP�GTS C�F THIS ii20,lEGT, 7li� G4h[Tf"tAGTOR SFL�11 1MMEDIATELY NCITI�Y Ti� ARGNITEGT. FRII..l1RE TO GIYE A,MPL� NPTfGE SHALL RELfEVE AiLGHITEGT OF IZE�iPON51$ILIT'f. 1 f} THE GONI'RACT4R SHALL BE RESPQNSIBLE F4R SATISFYING ALI: APPLJGABLE CODES AND OBTAINING ALL PERMITS AND REQUIRED APPROVALS. THIS PROJECT IS GOYERNEQ BY THE INTERNAiIONAL BUILDING CODE, 24Q3 Ed1T1QN. CODE COMPL.IANCE {S MANDATORY. THE CONSIRUC110N DOGUMENTS SHALI NOT PERMIT WORK THAT DOES NOT CONFORt� Td AtL REI.EVANT CODES fNCtUDING IBC ANQ ALL LOCAL AN(7 REGIONAL CODES. 11 7}� CAN7RAG70I2 SHALL �IELD GUORDINftT� Ai�CD OBTAIN APPROVAI.. FRQM 71iE ARGHITEG7 d ENGIt�ER �FORE ANY GUTTIt�K7, NOTGHIt� OR DRILLIN6 t� ANY GAST-IN-PI.AG� GOt�R�T�, 57f�L fi�MINC, OR ANY OT}�12 STRUGI't3RtV_ �LEMENTS W�IIGH MA�Y Ai�GT Ti� 57RUGTUi2Al. INTE6i211Y O� 11� 8UIll�lhl6. 12 ��yMcTtoI�t��tA+C�r'a'rFZ C�TLiL7 ��►iCFrpaLL,���cj�srit� r�ti�2fA�-rTs� AT�rro/ �Sra^K�A' WI ITiL Ltil�%�IA7 1 QQIf R�I'tl i VM1 �IYLL.1� �� ARI,r��ll.til Nt`RV�lIW PRIf?R 70 B�GINNING ANY 51T� WORK. '� 3 IT 15 T!� I►�iEM' ANR N�ANIhl6 OF 7li� DC.�UN�NTS i`HI�T THE GON7RA�GTOR ANi7 EAGN 5U6G�NTRAG70R PR01llt3� ALL I.ABC�R, MA7�RIALS, TRANSPORTft7fON, SUPP!_IES, Et�l/1Pt�NT, �1G, TO OBTAIN A C.OMPLETE .108 WIT4iIN TI�fE i�EG06NfZEt7 STANDAW?5 O� THE INDEJSTiZY. TE 14 �-�- �11l.DINGS TO FIT WITHIN F'Rt�'�2TY L.INES Y�17tk?IJT GR0�.,51Nt� EA�h�i�75, t�ciTiFY ARGH{7�GT 0� ATIY D(SGREP�NGIES. . i. � . ■,�. � �� - Q��I�� ��VIEVV 7 �3 1 Q s� ' i' �' • � � � � � � � � --- ;:.� � --- � .:. � ... ... 'I iI I e 1� � A► � ". " I ' • � i �. .- .. ' .. � .. ,� � � ... ... � � � _ _- _ _ " " I /' I . - "' • u ♦ A A ♦i • • ♦ �" ' I ♦ i .r► � • � � � ♦ • /► i � :, `: i ., tt-� +�► 1► _ __ ;;,,�. ___ ;;;;,�„ .-�- _� . __ ,,,;, „�. : �, � �� L ... °�` I ne • s • • I'' Mi'' I i.� i ,. � .. � .. .• � .� � .• � � � � ... � + �, �. �� �.��� � ��� � � ��� � ���� �� .:���s�� . � . . . � • :. ' r � . � -� � � � � � .. .. i � f• •• � • • . i � � � � � 1 � � s i i � .; _l ci � � � � � � � � � � � . ('+ � COPXRIGHT 2005 � Riehard I?aminiek Archite�:t l ,� � � � � ✓ � � � � j � i � BUR{Et� °'" WATER �INE i � � � � � � ,. SEWER MANHQ�E � ; RIM ELEV. = 865Q.2' ' � ,....�... ...�..._.�.._...,.�..�.,.., ...............�...,.. INV. ELEV. = 8640.8' �.,.�_...�,..��..�..�.��...._..�.....�.._ ...��..._...._.... (e�si� oF ��EVA-rior�s) � � as.�' � z<::: � �- '� .....� � . ;,�� � �, �� , � � a.�`� :�..,a. ?�? � `\ �. ;�,� �.�. ... � .r ��Mm.,..., ..; �:�..°: ��.� � � � i � � ...�-- waT�R v��vES 2�*1' \� o � � � �.�. ,.�... �� � �4 � � �, � i� ��� � � � '� � �, � � OUTLINE OF GARAGE d t i /'� _L50.3' k� ` �Y �f j � GARAGE SLAB �` ii �";> � ELEV. = 8653.2� � ,.�.} � � � � Z. ;...,..$ �i ������ � 2 • � � � RIDGE E�EV. � �y - 8675,3' o ; ,. � ��.. � �i ,�-� , 2•p ��i . , �....,. ^'` �� � � �i _ � � :•�, �`����� � ��i , ,.q ;. ; , , .. t ...........t�'"� _ � l . . ,., a M,. , � � � � : ..,. �.� : < . s ,.> N.r i ,,... .._ . 3� . . ; �' � 5Q 4' � � � °: ` _ :�� : � � � .� `. i ... , �.�.'w �'``�- ;�L��C. MN 't �....... . �� `� i V �� 1;�, �� � ��w �,N� � � � BURIEE� �,,.�'''`�... GAS METER ��, � , GAS LINE '� ��;, � � �`-�'° ����� � � ' � � '�� �r ' "�"� , �Z � � ,� .,,�....�a �,; �' l � �,,,.��,.�„�,� �`\' ��,�� � ��,��?�' � <��`� "4„ � � 2 , � ,� ;����; �, , .:� � ` L�,\`�`��� `�;,� � .� � �� � ti � � .��t�����4� � . �°t�,A ; �\ � �� �`:.�:� `��`��� �� .,, � ` ��+��� �4. �� ��. \>: � � w��`�,,,`�:�;z � k :� `�, �PEAK LAND CONSULTANTSINC. � PH:(R70)47G-$644 FAX:{970}d76-$Cal6 � 1000 LT4N'S RSUGB LdOP VAIT.., CO 81657 �����a������x�� � J�75.4' .. � . %^'i�.�� . ...�.:,..� �� � � ,ti -i�- � ,��p � v�a�° � 1`�` ,, 4 .,� ;; � � ``."""r"°'" `� t , . . TIMBER REi'AINING WALL `~ ��71.7' ,��,,,,,.�. / r rv � �� f ...: .e s ., y 3 ' ,; ? S { ' , r ° �, j'^" t"� „ s �,S v F n.�. `....3 �� . � : _» ...,. � tj .J .. .w.. �..c� • 79.0' TiE WALI. �...�� �'. 9�7� � �, " �r77.6' `\, EQGE OF �- ..� J,..,< < ` � t��� GRAVE� ORIVE 79.2' � ,. ` " �'' � r '�; � �� � .; .�.. �,. ; f � � � ���, � . ` �,�� `t °;'���� °.°� DECK � s , z w,� 01.8'iCj ��°'"� � � `;,,.-- WOOD .,STEPS , �..� 03.2' 77.7 �E �,, .�...�� GANT. d . � Q?, -1- �, �/' ,��� _.....�� � � i�^�... ,s �.. � 96.8{• mh`�" C .�1 f1C p \��H`�h ' F %�.Vi� .7V.U, �•~� � ��:. y '�x i'` ;"" �,_,...,-�� - 8689.18 \ , � � ���'�� , OUTLfNE�F r � ? QUTLINE OF BUf�DW�°°"..,, `\ :'Y' r,--- ROOF �� '� {2nd FLOOR} �3 � •�-��, a�U�� ` .,+"`e•e^' i � �� �:�� 7ili (.7,�� d � � '��., '�,., � ...�� ��'" ��G'�� � � � "`°�� 4�Q ` w....� �� . � ����� ���.� � f � �� � �\\$ "''�'�~� i�+ J QUT�lNE OF BUILDING � �,m ��� ��„.^�~"96.7' �'� � (2nd FLOOR} �,.,a -, f.' {� ,� ' 8691.41' OUTLINE �F BUfLQING . 3A+�}� OUTLINE OF_, ROOF ; � � � �� FIRE ° , ` ��`'.r � � ` �r � - � �y,.},� HYDRANT �:; s� '_ 67.3' , ; �` , . } � �y w'" � %� t. . ; t��� } ��y. e'x `� } y >. � � 50.8' .�.''`` ,.. . i �, ?�; _; 't s� ,> . �- . �2 `� k 'k x WATER VALYE ----=�--�... � ...,,.. ,�, � � s 1.ir°^� . . .......... .....'.,,�} ,z � � � �` �` ; a i. �y <`.r r� 65,2+ �� ''; ? �' �� �, � �� � i. ��� � �:�.: � � .. � _:. . .. e ti� `�i � � � ' t'� �,�� .::�,4 ' �: . �.��� .. %� � � "t , � . , , < �. ` �.�� .. ._.u..� .,.�.�_. .�.M.�_ ,� ,� i `� � l �.e.,� _ �� \ � �r *. . � .,:� ...;., ; ; � .�.- � � � .. .. ._. .� ,.. , ._ , , �� �, � � � �p �_ � `� � �...�� 2 � . • 4 ; �ij.. R2 k L3 - ��, ��.�� ��,� a ..... ... ............... k �� c,? i�; � � `'Z '�x � �'� ���\ _ 61.6' `iY t�� �.� `\`t, ., � � 'S `y � ,..° � � `� t' $ � e 4 �� `` r�="'° � a� ��,...�"<: � , ��� � . ` �2 � ^' ...�°'" `� � `5 � �; � BURIED '� � `�� `�4 .�. �..-,""" ELEC. L.INE ,...���� '� +'.�`� � °� � � .r...�.-� � 59.9' `; �`�f'°`-�; '� '� a,.�='���-� � � : '� �� '� : ' � �`... �'� � � _ ' ._ . PA.B.�� � �� � ��� ��� ����. � - ����, � *� � k �' � L�' `2 `� ,\� ``` ��`� g �, �r ; : � � - �,� 51.8' t �� �` '.! : � ��`� �.� �° ,.,;.,r,._._.�,,,; c,+ � '�t �� � �> �� f l � � *i�, `�� � �`` � 4 ; � : a �.�....,� � li SANITARY � � � �OUND PIN & CAP � b �- .. ��� "`, ` SEWER UNE �.. � ' m � i � L.S. Na. '11413 " � ,z � � `:� ; � 1 �;�, 57,5' i ra ; i , �'z j� `� ' -� � i f=: �. 1� � ' �, � �• '� � '{ � . � � ?� � \� ``�-�1- :.:. � � 3 se1$s.�% g r��� � � �� �t � �r . � ���� �s r 6 ° c 3 � � `, . �� . e� °� '+` �:���,//�; .. �`� � _ DECK � F'� � DE 8692. 0' ,.���� F1� $3 ��.� , : _s� f r %� " b� J �`�":. � � 8689.46' WOOQ �' n // DECK � .��' ,.., a �, .` ; ' ..., � / �t° . �DECK ELEV. t:� � a }. :; .:,.:'��',� = 8688.5' �� , 8690.98 R� � � 3' � ... rV � ti..���, � ; �,u,...�T � N� r`' f� �°°� SARBE�t�u�:� ? � �' ° 8687.83' � �°� �. .��° �' ; � , ,� V�a �r .,..n. . .� � ..s.-, � � '_ $ CENTERLINE OF 12' ACCESS EASEMENT � --4--`►-, �: ; � � , � (BOOK 311, PAGE 584} � . �„r � � + 56.2 � � � �, � ; i � � � a 't �,,,� 52.6' � ; : , SEWER MAt�HOLE � : RIM ELEV. = 8652.3' �. : �`� INV. E�EV. = 8643.8' � ? � �. WATER VALVE � `b,� �- � � >� t � O� � � �� � 53.6>-,� `��,�.,_,� i'� ��� � � 'i �� t� � � s�� � � 53.7, �- :.• ♦ € � �, � J �€_ � r� .r`'�r a'�,: ��''� -�'" ,.�' f.. �4 ✓ f zg �k`� .,f` �,' �°. �,' � ���� � � ;." � �`} „ ;� �., f''` ���� �'" �.� �� VERIFIED TOP4GRAPHY (CLOUDED AREA) �.....�t„jP � .i.".r.� + � \ �µ Z �� ?..... �..r� i i . � � 559 Ac. ~� 5164 MA1N GORE DRfVE SOUTH � SURVEYOR'S CERTIFICATE 1, BRENT BIGGS, A PROFESSIONA� LANd SURVEYOR REGISTERED UNI7ER 7HE LAWS OF THE STATE OF COI.ORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND CQRRECT Tt7 THE BEST OF MY KNOWLEDGE. � BRENT B1GGS COLORADO P.L.S. Na. 27598 FOR & ON BEHA(.F OF PEAK LAND CONSULTANTS, INC. l �r+ � U71�I1Y EA5EMENT -------..,. .� BURIED � ELEC. LINE � � � �2 �r / � 1 £ �'o. 1 �`' , � ✓ --_�._ 2 I � i � f1 f t� "'='e'�' f`� �_..�`.�_.= f� �� �� ; ���� �._ ��� �:'��� ����'�� .t.� � � �-;�.._��� '��a M.,.�-•,•°.°- � �.� �„.,,,.,,.._ �"�-- FOUN[7 PLAIN Na. 4 REBAR l �� � � � � �:� �� `� i�� � � _�� ��� � � . �_ �;�� � � �_'�� � : ��� ���: ���s � : m� , ,,,� �_. . ; �,,.� 4M1i Y � � : .... "^...,?f, ���� `� � ""^�.,, ;; t�,' o :C. � � T�� y��, ELEC. TRANS. GENERA� NO7ES 1. DATE OF SURVEY: qRIGiNAI. TOPOGRAPHY OCTOBER 11, fi995, IMPROVEMENT LOCATIdN CERTIFICATE FOR GARAGE AQQITION SEPTEMBER 25, 1996 AND TOPOGRAPY VERIFICATION JU�Y 09, 2010. 2. PROJECT BENGHMARK: SANITARY SEWEFt MANF#OLE INV, E�EVAi1QN = 8fi4Q.80'. (SEE DRAWING) 3. THE SOLE PURPQSE FOR THIS PARTIAL TfJPOGRAPHIC MAP IS TO VERIFY THE LfJCATION OF THE EXiSTING DECK AND EXISTING ELEVATIC7NS ON AND AROt1ND SAID DECKS. 4. PEAK LAND SURVEYING, INC. D[D NOT PERFt3RM A TITLE SEARCN OF THE SUBJECT PROPERTY TO ES7AB�iSH OWNERSHlP, EASEMENTS OR RIGHTS-Q�-WAY C}F RECORD, 5, NaTICE: ACCORDING TO COLQRApO LAW YC?U MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEAR� AFTER YOU �IRST pISCOVER SUGH DEFECT. IN NU EVENT, MAY ANY ACTION BASED UPQN ANY DEFECT IN TNIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM TNE DATE OF CERTIFICATION SMOWN HEREON. INDICATES A QECEDUf3US TREE {WITH ITS APPROX. TRUNK DIA.) INDICATES AN �/ERGREEN TREE (WITH ITS APPROX. TRUNK D1A.} fp �` +� y��"'y E,.,.. � M f : t,,, f.+ .�. , � � r � � w _ ���� . � � � t / z a�g �' '' N CO � N � �p 3 �,� � — ...- t� 4� � � �" ' 1--- ��,�,� .a �, �C) L-'���. �z � r �� /G„ � ��R �P��E� `�.�'� ��� � 5� �'> ��Vr 1� � • / � � o} , �4 �' , ��R��E. ����3.2' g ���V ! R1D� �� 1..5 ; � 0 � � a, a:�. 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". � • � •• r• � • ,w, . � � � 4 � � 4 � ; � � � � � � _� � � � � � � � � � � ('� � CUPYRIGHT � � Richud DominSek Arclulect � /^ � ^"' �' ��' .�./ ' !! .� ' � � � •''i� ' � r � �' f' � • � Roof Live Laad CSr�aw> -----------------------CElev. 670Q) 80 �sf Roof Dead Load ------------------------------------ 2Q psf Ftaar �Cve Load ------------------------------------ 45 psf Ftcaar Dead �oad ----------------------------------- 20 psf Deck snow Lc�ad -_,_________________________________ 100 psf Ileck Llve �4ad ------------------------------------ 6d psf Deck Dead �oad ----------------------------------- 2Q psf Wlnd C3 Second Gust) -------------------------------- 90 mph IBCfiRC Edition ____________________________________ 20Q9 �I�N�ATION p.��"�N� a Founda�ion design is b�sed an an assumed sfll�s bearing pressure capacity of 250d psfi. Att focatings should bear an undlsturbed natural soils or a minlr�ur� 3 feet a� a�gregate base course deslgned for an atlawabt� bearing preasure of 2500 psf. A perlMeter drain shatt COYI'FdY`Y'1 to the speclficatlons In the sc�lls englr�eer`s report. A surfac� swate shall be provlde around the perlr�eter of bulldlr�g to preven-� surface water and roaf �^un off from entering the solls ad,Jacet�-t ta �he �aundatfon, In generat, the slte should provlde adequ�,te dralnc�ge awuy fram -Ghe building �aot print, b, Faundation and retaining walts have been desi�ned using a 4an assurred) lateral pr�ssure oF S5 pcf, c� Foatings shalk be piaced on the na-�urat undisturbed sail, ar cor�pacteci struc-�ural flll per the r^eco�rMendatEons af the geo�technlcal englneer, The foundatlon around the exterlar of the s-�ructure shall have a mirrimum frast protectlon of 48" from the top of grade to the btattorr af -�he ft�oting� d, Thls faunda-tlan has been deslgned accordlr�g to -�he desfgn recomMendatlons set forth In Koechtein Consult(ng Engineers, Inc„ Job tVo� �i9-U19 salts report, The contractor shatl fottow the constructlon requlrement� se� forth in thi� soils engineer's report. e, Atl �nncrete shatE reach a minir�ur� strength of 3�00 psi far wo,tts and fao�tings, Atl interior siabs shalt ioe a r�inir�um 28 day strength af 3500 psL The garage and att exterior stabs are to be a r�inir,Um �8 day strength af 4000 psi, and minlr�um af 6x6xW2,0/2.0 wlre r�esh. Mlx designs should be based an the Bullding Code requlrements for reinforce cancrete� aCI 318, 1989, f, Provide cr�awt space ver�'tlta�lon per UBC CIBGIiRC) requfrements, g, A represeMtatfve of the ��its englneering ccar�pany shall verlfy solls condition� and types during exco.vo.tfcan, Gor�s-tructlar� o�F the foundatlon rray nnt proceed withaut verifying these values, Report any discrepancies frarr the �riginal deslgn assur�ptions to structural en�ineer f'or re-evat�uation af founda-�1on desigt�� h, Backffli around and alaave structural buttresses and retaining walls shatl be compactian-tes�ted per -�he recoMr��ndatlor�s o� the soits engineer. I. Ilo na� backfltl against re�alning wczlts until supRarting etements are In pEace and secWrely anchared, or adequate sl�oring Is Installed, Concurrer�t backfitling o� ea�h side oF a retalning wail to flnat grades a� lndlcated on plan or sectlan Is required untess ter�porary shoring Is Instatted, j, Ver^Ify type caf fitt with soits en�ineer and structural engineer prior ta backfillfr�g, : ► �' � �► : a, Cancre�te d�sign Is based an the "Buitding Gode Requirer�ents f or Reinfarced Concrete' CACI 318) as adopted by Chapter 19 af the �003 IBC, b, Structurat concrete shall have a minlr�Urr 28-day compressive str�ength of 3000 psi, c, Concre-�e shalt be propartloned usfng Type I-II sulfate-resistant cer�en-�, Adr�ixtures conta(ning chtorlde satts shatl not be used, d, Atl concrete twalts, faotings an�l �latworka shall be pratected from coid weather candlt{ons fQr a r�inlMUm of 7 days and shall r�aintain a Mlnimum average teMperature of 50°F'. As condi-�ion� requlre, the days and -�he ter�perature May vary in accordance the American Cancrete Insti-tu�e guldellnes. Cotd weather concreting prcacedures shatl b� prcavlded as r�ecommended in the ACI Manual of Concrate Practice, e, Anchor botts �'or beam and cotur�n bearing plates �hali be placed wlth settirrg templates, f, Expanslon bol-�s shall lae toca-�ed a-� a minlmur� of 6 bott diar�eters from concrete edge and spaced at 10 batt diat�eters unless nated a-�herwi�e. g, Anchor bolts for wood sitl plates shall be placed a-� 4`-0" maxEmum sp�acing with one anchor {aott at 1�" fror� each end or corner and a minir�ur� of two anchar balts per piec�, h, Gancrete ftoor stabs on grade and on r�etat deck3ng or ptywood supported by frar�ing �f�att have sawn or toated controt joints at a rtaximur� spa�cing of 15'-Q' ir� each dlrectivn, Locat�e c�an-trat joints atong colur�n grid tines where possible and provide siab Isot�ation ,�alnts around coturrns, I. Concre-te caverag�e �or relnfor�cing steei� 1. Concrete cast against and permanently exposeci -io earth = 3' 2, Concrete exposed to earth ar weather� #5 bar and srtat��r = 1 112' #6 �through #i8 bar =�` 3, Concrete not ex�aosed to weather ar in contact wlth ground� Stabs, walts, ,}ols-ts = 314" Bear�s, colur�ns = 1 1/C" REINF�RCING STEE�� a, Iletalling, fabrica-�lon and ptaceMent ofi relnforcing s�teet shatt be In a�cordance with the ACI Manuat of Corrcrete Practice, {a, Except where atherwlse noted on �he drawings, r�inforcing bars sha:tl conforr� to ASTM Sp�ciflcatian A615 and shall be ASTM grade 40 for� #4 and #5 rebar, and ASTM grade 60 fcar bars #6 and greater. c� Att spkices, lo.p laars 44 diaMeters� Ilo not weld or use mechanjco,t spt�cing d�vices untess specificatly approved by englneer, d. At carners, r�ake horizontat bars con-tlnuaus or^ provide corner bars� Around opening� and steps In concr�ete, prcavlde C�?-#S bars extending �`-6° beyond edge of opening or step, e, Extend r�inforcing steel a minlr�ur� of 2'-6' throu�h cc�td ,f olnts, Unless speclflcally tocated on plan or detulls, coord(nate cotd jolnt tocatfons wfth enginee►^� f, Wc�tded wlre fabric shalt confat^m to ASTM S�eciflca�ion A-185, Lap wetded wire fabric a �Inlr�ur� o� ane futl mesh ptus two Inches, Laps shall be wired together, a. b; d, e, f, �� h, J� k, t. M. n, _: --- :. . • � � :: u ►. Except where noted otherwise, alt Z" nominal tumber, except studs, shatl be Douglas Flr-Larch #2 cand k�et-�er, and alt solld �lmber bear�s and pc�sts 3' norrinal and wlder shall be DQUgtas Flr-L.�.rch #C, Stud� shatt be Stud grade and better pouglas Fir-Larch or Merr Flr, Buil-�-up pasts shall consl�t of TJougla�s FIr-l.arch or Her� Fir #c ar better 2x4 or 2x6 st�tds per ptan and shatt be naited together^ wlth 2 raws af 16d r�aits � 6' an center atong each stud, Built-up beams cor�sis�ing of r�ultiple 2x r�embers shatt be nalted tagether with two row� af 16d nalts spaced a-� i2' on ce�nter, or with two rows of ll2" diameter thru-batts spaced at 24" an center, Top and bottam pla-�es �ho�tt be Douglas Flr-�arch ar Nem Flr #� and better, Plates ptaced dlrECtly on concrete watls ar stabs shatl be pressure-treated Her� Flr #2. Waod bear�s bearing In beaM pockets in concrete or r�asanry watls shatl bear on a -�r�ated �2x6 bearir�g bkoek, Provlde �' cleat^ance around end of woad bea�, Block against sides o� b�am pocket with treated 2x btocking to pr�vide lateral support for beam. Within ftoor joist spaces benetzth sotid or bullt-up cotur�ns nated on ptans, btocking o� area equivalent tn cotumn above shalt be provided. Door or windaw trimr�ers consisting of a single s�tud da not requlre specfo:l btocking in the jaist space, Except as noted otherwlse, minimuM nalting shatl be provlded as �peclfled In -�he "Nalling Schedute" an the drawfngs C2Q03 T�C Table 2304,9,1), Botts used far wood �`raming connections shall be installed with standard washers and nuts, lJntess noted atherwl�e, steel conn�ectars such us those r�anu�actured by the SiMpson CoM�any shall be used -to join ro�fters, jaists or bear�s to other beams at �tush-frar�ed conditlt�ns, Use a!t speclfied nails. Connectar condltlons not o-�herwise t�otecl shall u-�itize type U or type HU hangers of a slze specificatly de�lgned for the member supparted, as shown in -�he r�anufac-�urer`s pubtished takales, Con�tact structurat engineer for details as required, Woot� nalter pkates instatied on s-�eet beam� or concrete walls far top-ftange hanger^s shatt be rlpped ta match -the wld�h of the walt or beam ftange. N�Iter ptates supparting -top flange hangers frort ane slde onty shalt be instalted �Flush wlth the face of watt or beam ftange a-� the hanger locations� Nfan��ac-�ured jols-ts shall be from an appraved r�anufacturer and shall be equivalent in toad carrying capacl-ty and deftectlan criteria to ptan jolsts in the depths and spacings indlcated an ptan. Pravide btocking, bracing, web stiffeners and other accessories as required b� the Manufacturer, F'refabrlcated -tt^�sses shall be deslgned by a Cotarado regfstered engineer to support the f�att dead and llve loads of the roaf, celting, �and any other superir�posed toads, The �Fabrica�car shatl determine web arrangement and Mer►ber forces� Laad duratlon factar for snow toads Is fA, Catcuid�ions and shop dre�wings sl�att be submitted to the architec-�lengin�er �ar review pr�inr to Fabrfcatlan, The truss r�anufacturer shall specify alt truss-to-truss connections, Ter�porary and perManent laterat karacing of trusses shall be ins-tatled as required by the truss manu�acturer�, L.aminated veneer lurrber C�VL) shalt have -the follawing minimurr praper�iess 1, Flexural str�ss ------------------------------------ 2600 psi 2, Modulus of etasticity ----------------------------- 1,900,Q00 ps1 3, Ten�lon p�.ratlet -�o graln ______________________________ 1850 psl 4, Compresslon parallel to grain --------------------------- 2�10 psl S, Car�presslon perpendfcutar to �rain Cparattei ta glue line> ----_------- 75Q psl 6, Narizontal shear ----------------------------------- 285 ps1 7, Connection of r�ultipte-r�ember bear�s= A, Top-toaded beams 1} For mer�bers lC" deep or tess, r�ait each meMber to the next wlth 2 rows of 16d naits at 12" o,c, 11) For members greater than 12" deep, nall each mer�ber to the next wlth 3 rows of 16d nalts a� lC' o,c, B, Slde-toaded beams i) For two ar three Member bear�s, nall each rrember to the next wl�h 3 rows of 16d nails at 12" o,c, II) F'or fo�ar Member beams, bolt through with Z rows of 1/2' diameter bolts at i2' ac, iil) For mer�bers consisting of r�ore than four me�bers, contact structurat engineer o, All tumber u�ed In construction shalt haue a r�axlr�um r�ols-iure content of �.9'/., p, FraMing Nates� l, Exterior walls� A, All exterlor walls are 2x6 studs @ 16' a,c, to a r�axlMUr� height of 12'-6", 2x6 stud� @ 12' o�c, to a maxlmum height of 14'-6", ar�d tz7-2x6 studs @ 16" ta a r�axlr�ur� h�i��rt af 17'-4' unless otherwlse nated. Walls tatter than 17'-4' shall be framed with rranufactured parattarr studs, con-�act engineer for spacing requirer�en-ts, ff not Indica-ted an plan, Cap wl-th a doubte tap pta-te Ins-�atled to pravide overlapping at corners and a-t Intersections wl-�h other partltlans. If overlap is not posslble, strap top ptates witi� r�etal strap ties CSir�pson STZ92 or equlvatent3, B, Gabte-end walls shalt be batle�an-frar�ed to the bottor� of rafters or end-walt trusses unles� approved by englneer, C, Floor or roof framing me^r�bers m�st be alPgned to bear within 5 inches of the studs beneath� D� Pravide 7I16' thlck APA rated sheathing Cplywoor� or ❑SB) ra-�ed 24t16, exposure 1, at exterlor face af exterlor walts, Blocl� alt harizontat ,falnts and naft par�els wlth 8d nalls spaced at 6" along punel edges and at 12" afong Interr�edlate supports, E, Provide C3)-�xifl headers over atl door and window openings, wlth one 2x6 �r{r�Mer and ane zx6 king stud each end, unless otherwise indicated, F. At bear� bearing tocations in stud watts, provide r�uttlple-stud pasts equa! to width of bearing mer�ber unless noted otherwise. C, Interior Load Bearing Waits� A, Interior load bearing walts are 2x4 or 2x6 studs tas indicated an ptan7 @ 16" o�c. wlth 1l2" gypsum wallboard both sides untess noted c�therwlse. Cap wlth a daubte top plate fnstatted -to provlde overtappin� o.t corners and at Intersectlons wlth ather partitlons, If overtap ls not possibte, strap top ptates wlth rretat strap tfes CSiMpson ST292 or equivatent), B, �"loor or roof frar,fng r�er�bers must be atigned to bear within 5 inches of the studs beneath, C, Provide <2)-2x1Q headers over att openings in wal�, with or�e �x4 or 2x6 trir�rter and one 2x4 or 2x6 king stud each end, unless noted otherwlse. D, At bear� bearing locations in stud wattsf provide multiple-stud posts equat to width of bearfng member untess noted otherwlse, 3, �toar Constructlon� A, Provide 3/4" thkk APA rated Sturdiflaor rated at 24" o,c„ tongue and groave, exposure l. Glue and nait panels �o all supports wlth 8d naits �p�.ced at 6" atong panet edges and at 12' along in-�err�ediate supports, Instalt sheathin� with tong diMension perpendlcular to joists and end joints staggered, B, Provlde solld bloeking between ftaor joists at a�t bearing locations, Blocking materlal shalt match the floor jalst materiat, 4, Raa�F Constructian: A� Provlde 5f8" thlck APA plywood sheathing ratec! 40l�0, expasure f� Install sheathlrig wlth lon� dir�enslon perpendicutar to rafters or trusses and end ,Joln�s staggered, Nalt wlth 8d nall� spaced at 6` atong panel edges and at 12" along interMediate supports. B� Ptywood sheathing shatl be appUed continuously over the prir�ary roof iner�bers Cra�'ters or trusses) betaw overfrarred areas to pravide adequate lateral stal�itity, C, Pravide wind/seismlc anchors at supports for all roaf ,joists and trussed rafters, See nailing schedule, D, Pravide solld blocklr�g between roof rafters, trusses and tookouts at all bearing �OCQ'�IOY15� Btocking materlat shalt r�atch rafter, truss chord, ar lookout materfal, 5, Wlnd Bracing� A, Walls over 4 feet lang which are sheathed with gypsur� wattbaard on both faces and are ind3cated as shear watls on ptan have t�een designed to resist wind forces In accordance with Table 2306,4,5 0� -�he �Q03 IBC, B, At shear watts, screw 1/2" gypsum wallbaard ta alR studs and to top and bottom plates wlth #8 x 1 if8' drywatt screws at 7' �axiMUr� spaefng, C. Exteriar plywood or C1SB watt sheathing is required unless specif Icalty dele�ed by englneer, STRUCTURA� STEEL� a, b, d. 2� f, 9� h, �� k, Structural steel shakl be detalled, fabrlcated and erected fn accardance with the r�ost current edltlons of AISC Speclflcations and Code oF Standard Practice, Structur^al steel W shapes shatt be ASTM A992, []ther rotteG shapes, Including ptates and angles shall be ASTM A36, Tube shapes shatt be ASTM A500 gracle B. Pipes shatt be ASTM A53 grade B or ASTM A541, Tube shapes are actuat size as specified on plan, Plpe sizes indicated on plan are no�(nal <appraxima-te Inslde diar�eter3 and refer to AISC pipe 5c�edute dimensians, Atl {aolts used In steel frar�ing shalt canforr� to ASTM Speclffcatian A325. Anchor bolts and bolts used in timber connectians roay be ASTM A��7, Bolt sizes shcatl be 3/4` diaroeter untess nated otherwls�, Typical frar�ed beaM connectlans shall consist of palr� af 1!4` angtes using the r�axlr�um number of batts calted for In Ta(ote II-A of the AISC Manual CASD Nlnth Editfon), Expar�slon batts shalt be wectge type "Hllti` or "Rawl' or 'Slmpsan", or approued equlvalent w►th the following r�inimum embedr�ents� 1J2" diar�eter ---- 2 1/2" Sl8' diameter °-- 3'' 3!4' dlar�eter ---- 4' Epoxy anchors catled for on the drawings shall be 'Epcan" or "Rawl' or "Simpson' or appraved equlvalent anchor syster�s, MlniMUr� embedrrents, if not speclflcally Indlcate�d on the drawings, shatt be according to -�he r�anufac-�ur�r's speclfications, All wetding shall be done by an AWS quallfled wetder. Detay painting within 3" af fle�d welds untlt welds are compteted� Where ctarrasive soit conditlons e�cist, steet angles that are used to support exteriar stone veneer �hall be galvanized and shatt be attached to the faundation wlth gatvanlzed ar s�alnless steet expansian anchors, Atl grou-t beneath cotuMn base ptates and steeE beams a� bearing shalt be non-shrink, nom metallic -�ype gr�ut. Graut shalt have a r�Inir�uM car�pressive strength of 25Q0 psi, GENERAL REQUIREMENTSr a, b, c. d, e, fa 9� h. Structuraf erectlan and bracing� The structurat drawings itlustrate the cor�pleted structure with att eler�ents in their final positions, properly supported and brac�d. The contrac-�or, in -�he proper sequence, shall provide shoring and bracing as may be required during construc-�lon to achleve the fln�l cor�pteted structure. Contact s�ructural engineer for consultatlon <not In contract) as requlred, Shop dre�wings+ SubMlt shop and erec-�Ivn drawings for structurat steel, miscettnneous steel, steel ,jaists an�i girders, steet deck, r�asonry reEnforcirig steel, wood -�russes, r�anufactured waod joists and glae-larn beams -�a engineer far review prior to fabrlcation, This review Is for generat coMpliance with thQ intent o� the structurat design, 7he architect andlar contractor are responsible far checking quar�tities, dlmenslons and coordination with ather trades, Exfsting str�uctures� Cantr^actQr shall }ae responsfbte �or verifying dimenslons, elevations, f'raming, founda�lon and anything else �hat May affect the work shown on the drawings. underpinning, shor(ng and bracing of exis�ting structures shatt be th� respansibitlty of the cantractor, Dlr�enslans� Check atl dir�ensions against architecturat drawings prfor to construction. Da not scate drawings, Constructian practicesE Generat ccrntractor is responsibte for Means, Methods, techniques, sequences and procedures for canstruction of -this pro,Ject, Notify struc-�urat engineer of or�issians or confticts between the working drawingG anc! exis-ting cor�ditians, Coordinate requlrements for r�echanicat/etectricallptumbing penetratlons through structural elements wlth structural englneer, Jabslte safety Is the sote responsfblllty of the contractar, All methods used for constructlon shalt be In accordance wlth the tatest editlons af -the IB�lIRC, D��aits not speclficatly shown on -�he drawings shatt be constructed in a manner siMitar to the details that are shawn for tike candf-tior�s. These items shall be brought tQ the atten-�ian of the structurai engineer as soon as passlbte for appravat. Approvat shall be obtalned prior ta in�ta�llatfon, It is the responslbitity of the car�trac�ar t� con-tact the s�ruc�ural engfneer at the approprlate tlr�e �o perforr� site abservatlans ulslts, ❑bservatlon vlsits ta the �abslte by the engineer are for cfeterminatlon of general conformance with the construetlon dacuments and shatt nat be construed as Inspec-tlon, Though ev�ry e�'fort ls r�ade ta provlde a complete and clear set of constructlon docurtents, discreRancles ar oMissions may occur, Retea�e af these drawings anticipates cooperatlan and continued camr►unicatlan be�ween the contractor, arch►tect and engPneer ta provide the best posslbte �truc-ture, These drawings have been prepared for the use of a qualiffed contractor experlenced in the constructian techniques and systeMS depicted, z003 IBC FASTENING SCHEDULE tTABLE 2304,9,1) C�NNECTICIN FASTENIN(�'� "' L�CATI❑ 1, Jofst to sltt or girder 3- 8d coMroon 'taenall 3- 3' x 0,131' nail 3- 3' 14 gage stapte 2. Hrldgtng to �oist 2- 8d coroMOn toenait each end 2' - 3' X 4�131' Yttiil . 2- 3' 14 gage stapte 3. i` x 6' subfloor or tess �o each jols Z- 8d COMMOYI face nai� 4, Wider than 1' x 6' subftoor to each olst 3- 8d coMr�on ���� ►���� 5. 2' subfloor to ,Jo1st or girder 2- 16d camMOn btind and face nall 6� Sate plate to jolst or btocking 16d at 16" o�c� typlcat face nait 3' x O,f31' nalt at 8' o,c, 3' 14 gage Staple at 12' o,C. Sote ptate fio ,Jolst or btocking at br ced 3- 16d per 16' braced walt panets waU panel C4)-3" x 0,131" nalt per 16' C4)-3' 14 gage stapte per 16' 7. Top ptate to stud 2- 16d coMr�on end nalt 3-3'x0,131'nalt 3- 3" 14 gage staple 8. Stud to sole ptate 4- 8d coMmon toenalt 4-3'x0,131'nalt 3- 3' 14 gage stapte 2- 16d car�roon end nait 3- 3' x 4,131` nalt 3- 3' 14 gage stapt�e 9. Dvuble Studs 16d at 24' o,c, face nail 3' x 0,131' nal! at 8' a,c, 3' 14 gage stapte at S' o.c. 10, Doubte top plates 16d at 16' o.c, typlcat fuce nalt 3' x 0.131' nall at i2' a.c, 3' 14 gage stapte a�t 12" o.c. Doub�e top ptates 8- 16d caMMOn tap splice 12-3'x0.131'nail 12 - 3' 14 gage stapte typfcat face nalt 11, Blocking between ,Jafst or rafters 3- 8d cor�MOn toenall ta top ptate 3- 3' x 0,135' nall 3- 3' 14 gage staple 12, RIM ,Joist to top plate 8d at 6' {152MM> o.c toenalt 3' x 0,131` nall at 6" o c, 3' 14 gage staple at 6' o.c� 13, Top ptates, t�ps and intersecttons 2- 16d coromon face nall 3- 3' x 0,131' nait 3- 8' 14 gage s�tapte 14. Continuous header, twa pieces 16d coMMOn 16` o,c, along edge 15. Celting �olsts to ptate 3- 8d coMMan toenalt 5- 3' x 0,131' nait 5- 3` 14 gage stapte 16, Contlnuous header ta s�ud 4° 8d coromon toenail 3- 16d coMMOn MlntMUM, Tabte C308,10.4.1 fact� nalt 17. Celling Jolsts, laps over partlons .} _ 3' x 0.131` nalt CSee Sectlon 23Q8.10.4�1, Tabte 2308,l0.4,1) q. - 3' 14 gage stapte 18. Celting ,Jolsts to parallel rufters �- 16d cor,roon MlniMUM, �abte 2308.10.4.1 face nait {See Sectlon 2308.10,4.1, Tabte 2308.1U.4.1) 4- 3 x 0.131 nall 4- 3' 14 gage stapte 3 - 8d COMMOYt toenall 19. Rafter �to ptate 3- 3' x 0.131' nall CSee Sectlon 2308.10.1, Tabte 2308.10.1) �-�• 14 gage staple 20. 1' dlagonat brace to each st�d and tate 2-�$d COMMQYt Pace nall 2- 3 x 0.131 nail 2- 3' 14 gage stapte Zl, 1` x 8' sheathing to each bearing w t 2- 8d coMroon face naft 22. Wider than 1" x 8' sheathing to 3- 8d coMMOn face nait each bearing walt Z3, Bultt-up corner studs 16d COMMOFI z4' o,c� 3' x 0,131' nall 16' o.c, 3' 14 gage staple 16' o,c. 24� Built-up glyder and beaMS 20d common at 32' o.c, face nalt at �op and 3" x 0.131' nail at 24' o.c. battaM staggered an 3'' 14 gage staple at 24' o.c. opposlte sides 2- 20d caMrnon face nall at ends and 3- 3' x 0,131' nalt , each sptice 3- 3' 14 gage staple ' 25, 2' planks !6d coroMOn at each bearing Z6. Cottar tie to rafter 3- 10d coMr�an face nalt 4-3'x0.131'nall 4° 3" 14 gage stapte face nall 27. Juck rafter to hfp 3- lOd coMMan toenall 4-.'i. � i� 0,�31� riQ�� 4- 3' 14 gage staple 2- 16d coMMOn face nail 3- 3` x 0,131` nall 3- 3' 14 gage staple 28. Roof rafter to 2-by rtdge bearo 2- 16d coMMOn toenalt 3-3'x0,131'nall 3- 3' 14 gage stapte 2- 16d COMMOYt face no,lt 3-3'x0,131'nail 3- 3' 14 gage staple Z9. Joist ta band jolst 3- 16d coroMOn facQ nait 5-3'X0.131'nall 5- 3' 14 gage stapte 30. l.edger strip 3- 15d cororoon Pace nalt 4-3'x0,131'nalt 4- 3' 14 gage stapte 31. Waod structural panets and partict abNB�� and tess S!�1 Cper fC�2M) Sukrfloar, roof and watt sheathing 2 3/8' x 4.131' ►�kxil tto fraMing)+ 1 3/4" x 16 gc�ge 19l32' to 3/4' S�i Cper KFt�i) 2 3!8" x 0,131' rfail 2" 16 g�e 7/$' to 1' �d 1 1!8' to 1 1!4' 10� or �d Single Floor <combinatlon subftoor- 3t4' and tess Sd <per KihM) undertayMent to fraMing7� 7l8' to 1` �d S if$� 'EO 1 S%ti` SO� OY` �G� 32. Panel slding tta framing) 1/2' ar less f6d 5/8' �d 33. Fiberboard sheathing� 1/2' No, 11 gage raofing fhall 6d coMMOn nalt No. 16 gage st�ple 25/32' No. fi gage roofing thall 8d comMOn nall No, 16 gage st�:pte 34, Interlor paneting 1/4' 4d� 3/8' 6dk NCiTES T� TABLE 2304.9.1 For SI� 1 Inch = 25.4�r�. 2 3/$' x O,li3' naits and 3" x 0.131' nalts are standard 8d and lOd Gun nalts. a CorrMOn or box naits are perMitted to be u�ed except where �therwlse s�tated. b, Nafls spa�ced a;t 6 inches an center at edges, 12 Mches at interrtediute supports except 6 inches at supports where spans are 48 Inches or r�ore. For nailing of wood structurat panet and partic4ebaard dlaphragMS and shear walts, refer to Sectlon 2305. Naits far watt sheathing are permitted to be common, box or casfng, c. CoMMOn or deforMed shank, d. GoMMVn e� Deforr�ed shank� f, Corroslon-reslstant sldtng or casing nalt, g. �'asteners space�i 3 lnches on center at exterior edges and 6 Inches on center at Interr�edlate supports� h, Corraslon-resls�ant roofing nalts wlth 7J16-Inch diar�eter head and 1 1/2 Inch tength for i/2-inch sheathing and 1 3!4 Inch teng�ih for 25/32-inch sheathing, L Corroston-reslstan� staples wi�h noMinat ?t16-Inch crown and 1 118 Inch tength for 1!2-Inch sheathing and i if2 Inch length for 25132-inch sYreathing� Panel supparts at 16 inches C20 lnches If s�rength axis Is the tong dlrectlan vf the panel, unless otherwlse Marked>, ,J. Casing or finlsh naits spaced 6 inches on panet edges, 12 tnches at InterMediate supports, k. Panel supports as 24 Inch�es. Casing or finish nalls spaced �6 inches orr panet edges, 12 Inches at InterMedlate suppori;s� l, For raof sheathing appllcatlons, 8d nalls are the MIn1MUM requlred for wood struc�kurat panels m, Staples shatt have a Minlr�uro crown width of 7/16 inch, n, For roof sheathing appticatlons, fasteners spaced at 4 fnches on center at edges, 8 inches at Interr,edlate supports. o. Fasteners spaced 4 inches on center at edges, 8 Inches at tntermedia�te supports for subftaor and wall shea�thing and 3 Inches on center a� edges, 6 Inches a� InterMedlate supports far rooP sheathing. p. Fasteners spaced 4 inches on center at edges, 8 Inches at tnterMedlate supports. q, Items noted as 'per KRM' have been changed frarr the IBC schedute to a More restrlctive requtreMent, • �,�� � � A.B. A. F. F. A.F.G, ADJ. ANCH. APPROX. ARCH. BD. BLDG. ��KG, �M. BflT. e.o.w. BRG. CAN T. C.J. CMU CEM. CLG. C�R. C{�L. cor� c. CONN. CON T. CON ST. C.P. dB�. DET. DIAG. DVVG. I7WL. EA. E.J. E�EV. ENGR. EQUIP. EQU I V. EXSTG. E EXP, EXT, F.D. FDTN. Ff�R. FRMG. F`TG. GA. GALV. GEN. G»L. GYP. HDR. Mo��z. HT. INT. INV. K JST. LAM. ��V LC}�GIT. LTWT. LYI. �SL MAX. MECH. MAT'� MANUF. MIN. N N M. O.C, C7PNG. OSB R PLYWD. R.4, RAD. REF. REINF. REQ'Q RET. REV. f1.�J' , SCNED. SECT. SHT. SIM, S.I,P. SPEC. SQ. S1U. STL. STRU CT. T T&B T&G T.O. C. T.O.F. T.O.L. 7.O.M. T. (J. T.O. W. THRU TRANSV. T� T'(P. u.�v.o� VERT. V.1.F. W.F. W,P. W. W. F. YV[7. W w/o 41F ANCNOR BOLT ABOVE FINISHED FL04R ABC�VE FINCSHED GRADE ADJU�TAB�E ANCH4R APPRC?XIMATE�Y ARCHITECT BOARD BUIL.DING BLC7CKING BEAM B�TTOM eorroM aF wa�� BEARING CANTILEVER C{7NTR4L J�71NT CONCRETE MASONRY UNIT CEMENT CEILfNG CENTERLINE CLEARANCE GflLUMN eoNC��r� CQNNECTION G4NTlNUOUS �ONSTRUC710N CRIPPLE POST DOUBI�E DETAi� DIAGQNAL DRAWING Qt7WEL. EACN EXPANSION JOINT ELEVATION ENGINEER EQUIPMENT EQUIVALENT EXISTING EXISTING EXPANSICIN EXTERIOR FLOOR CtRAIN FOUNqATION FLOOR FRAMING FO�i1NG caucE GALVAM ZED GENERAL GLUE-LAM GYPSUM f GYPCRETE NEADER HOFtIZQNTAL HEIGNT INTERIOR INVERTED KING STllD JOIST LAMINATED LONG LEG VERII�AL. ��JNGITUDINAL L1GH7WElGNT LAMINATED VENEER LUMBER LAMINATED STRAND RIM MATERIAL. MAXIMUM MECNANlCAL. MATERIA�. MANUFACTURER MINfMUM NEW NOMINAL aN CENTER OPENING �7RIENTED S7RAND BtJARD PLATE PLYWC?OD ROUGN {7PENING RADIUS REFERENGE RE1tJFORCE f REINFORCEMENT REQUIRED RETAINING RE`JISION ROUGM SAWf�! 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