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VAIL VILLAGE WEST FILING 1 LOT 40.pdf
. . . b � . �. . . . . . �. ' . �� . �T = .�_., . . . � ` .�.. .. .. A � � . . iet a--, � ..3.--. . in . . � �.(. � � / . . . � ) ' � . . ��.. . . . . . . . . . ._ . � . J " . � . BaULDE� RETAI.��IN � ,� � � �� FOR T�IREE TI'ER WA - � _ '"� 4 . ,� ��: Driv�way s" R� 12' 2-6 mox ' min. ? 1 (�'— ml . � . Pi . � � � . 0 �z• 4-6 max NSTALL F/LTER FABRlC (A//RAfI f4QN QR EQ�!!lVALENT� BEHlND ' r»In. 1t/E BIXILt)EIRS 2 t t � � O �. r� - � 1�.. ��� ;.� "� � �''� � L�IIPACIID. _ ,��1�{, ;, ; . : � � - � � �s SEE' Np� BACKF]LL. �'�, L�x.� P � 7'���� s' � 'r� � :�'�,f-�4-� ' 3 � �� w t • s � -cg � ����� ! � �,2• PFRlMElER DRA/N LO�CATI'AN • `i+ AND DETAlL, DQ°ENDING AN • • 1 r,_ SQIL MID G�RIXlNO WATER "��.5'I��' � m G'aW1a1710YVS� �,�� �. I � NOTF� 4 ; 1. THE BUt/I.DER RETA/N/NG WALL SnIALL BE CANSTRUCI'ED WITH BQULOERS GREAIFR TH�Af 2 FEET. FOIR DiRY STApf Wi�L,LSy 7HE Rpp�CS 1N/1, H11 VE AS MWQN fU T SURFACF AR�EA AS � . POS.StBL� Ti� �VCREA,SE 7HE FR/C1101N SURFAG'E BETNEEN 7HE BO�L/LaO�RS� Z 7NE BOTTnNI BOULDfRS S1�lALL BE 7HE LARG�E"ST MID SHALL BF PUAED QN NATIV� UND�ISli/RBED SAIL. f74EE FR+ON/ 7t71P3'011t /IJYD ARGAN/C.S� OiR aNN Cla�lPACTED S1RUC7iJRAL fIL[„ APPROVED BY 7NE ENAfNEE� '3' �E ���'�� BIXl�t1ER LA YFRS S'f/ALL BE' O�T H�lRJZQNTALLY BY A M/NIA/UM AF S/X ` lNCNFS f'OV? EAA�! YFRTICAL I�OOT. ' 4. A Al/N/AIUM OY�' OWE F'�OT AF UNDiSTtlRBED 3'QIC GIQVER SHALL BE PR�NDE� /N fRANT UF 1HE WALL. 5� lHE CANP�CTIAN C�' THE SAIL 8�lQKf1'CL SnIOrUGR 8E T�'S1ED BY �HF ENpNEER OJR /T C�IY BE BAQKFlLLED Wl1H fXEAN, G`RUSHED ROCK, S. 7NE ABOVE DESIAN �/UST BE REVfEWEO, AND 1NE CANSTRUC7IAN AF THE BOiIJLUER WALL /NSPECTE'D, BY 1HE �qVER r�FTFR VFR/fiCAlIOIK 011� 7HE SOYC AND GRIX/ND WAIER WATER � cavninav� . � � � �a , cmu,���or$cm�tc� �or�LD,�R RETAIN�NG 1PAL� � ��' Ez�gi.z1 eeri�g, I� c. sPBCVr.�� �rssm�rc8 � „�: o4��s C O T.S 3 9 +� 4� V,�. MILUQE ME�T �� . P.O. 8ox 2837 Edwards, CO 81632 f7B7 � 1T97 ALPi�VE DIPI�£ N, T S. v t�! (D70) �28-90B8 fax {970) �26-9089 �q� �yyy ��� pqq� �• - � _ _ _ _ _ _ _ _ _ _ _ _ _ . a ,,R , ,< /� q , . . P � � q�:� N . . • � . � � , `��. . . � � �� I . . . � . . . . . � . . _ ilF � . . . . . � $f . . , � . . . . � . ' . , . . . . . . . . . . . � BD U�DE� � . �: .ETAINING TY�.L.� � �r a FOR SINGLE WALLS UP TO 6 FEET HIGH .�; � 3 ' EX/S7lNG GRADE 6" � 12�• Jmperv�ous Bockfl/I fi' ox � G'ronu/or, pervious back�/, dqperiding on s/te conditiorr� FIlter Fabrl� M/rofl 14taN or equlvnlent , PERJME7ER DRA/N LOCA71011V AND DL'TA/L, DEPEND/NG O�IV S(1/L AND GROUNtJ ' WA7ER Compacted backffll Cl)1VDt710N� �,� � � �. �� � )�;p 1 � . . . . � � . , . th �.�L � 4u �- 4 :� ..` LJ;�� #.��� '.y � � � 1�3S��`� � �aa �J'��►��S'� � � � � . � . � : �� . . , 0 �f'�� � � ��A �. " ND7E�• 1. 7NE 8IXlLUER RETAIN/NG WALL SHALL 8E CONSTRUCTFD N?1N BOULI7FRS GREATER THAN 2 ` fEE'T. FOR DRY STACK WALL� THE ROCKS iKt1 HA VE AS MUCH FLA T SURFACE AREA AS POSS/BL,� TO lNCREASE TNE FR/CTIQIV SURFACE BE'TWFFN 1NE 80UGDER� 2. 7NE BOTTOIM B011LDERS SNALL 8E TNE LARGEST AND SHALL BE PLACED 4N NA TJVL; 1lNDIS7tlRBED S'�VL, FREF fRt�I TtaPS01L AND OIRGAN/C,S, OR AAf COMPACTED STRUCTURAL t7Lt, APPROVE'D BY THE ENG/NEER. 3. ltiE SUCCESSIyE BQiJLpER LqYERS SHALL BF OFFSEF NORIZONTALLY BY A M/N/MUM Of' �X INCHES FOR EACH VER7ICAt FOQT, 4. A M/NlMUM OF ONE FODT OF UNDiSTURBED SOlL G'OVER SJy,qLL BE PROVIDED !N fRplyT OF THE WALL. 5. lNE CO�MPACTI'AN O�F T!,►E SOIL BACKE'1LL SH4ULD BE TESTE� 8Y THE ENGJNEER OR !T CAN BE BACKf7LLE0 Wl TH CLEAN, CRUSHED R4CK. fi. 1HE ABOVE �ESI(�y MUST 8E REVIE'WF7J, AND 1NE CONSIRUC7ION QF 7HE Bp(/LpER WALL tNSPECI�O, BY THE DES/GNER ,qFTER yFIq�FJrCATIf)1V OF THE SOlL AND GROUNI7 WATER W,q7� � �: G'ON�ITIONS. � : � � ctvnc/Ggo�csntcu BOtILDER RETA.INIlYG �AI� r L.�P � En�'i� ee.r'i��', .�n c. sp.�crr�a� x�sms�vc8 � �.: ' o4�ss L015 39 � �0. VAlC NLU[[,� NEST s�ttE'"'r�•� P.0. Box 2837 fdwards, Cp 8l832 1�87 # f787 AL,priNE p�Q/{,F N. T S. t�l (970) �26-9Q88 fax {�70) i126—�a89 �� �3,�, � ��� �� � - _ _ _ _ _ _ _ _ --e �� � � ---- r=, � a ; � � a � ; �s , ..� . � . . . � :1 �,- . . . . . . � . � . � _ :' . . � . . . . . . � . .. ,e _ . . . . ' � . ` .BC1 ��D�R R � .ETAI.IV.�N� TYAL.� � FOR TWO T/ER WALLS � ; . s- Drivewa}r .�. � � 12" --- 2� t 6 � NSTAI.L F/LTFR �. FABR/� (M/RAF! 14�V ` min. AR EQUlVALENT) BEN/ND Tt/E j BCJI/LDERS 2 t � m; O COMPAClFl1, - GRANULAR BAQKF7ZL, , S£E NOTE' ,{5 6" 12" PER/A/ETER DRA/N LOCA7101N AND DETAIL. DEPQVDING ON SINL AND (�OUND W,47FR 1 (_'_' m L'+O�NOIT/ON� { �� � � x � � ��,��ry � ��� �� na �� x , > = q9ry� � �J �7� � � � �hj�i! ♦ aA . . �� �',�' 1.�fr �"��� ��a� ��� s �� } � � � c . � � � i �� a � . a '9 i f • ,� 'C° y e � .. s ,� � L� : �• + � :,� s ' `� f� � � �#��s�' � . , � ` tMi�i�3��� � MorE�• 1. THE BQtJLDER RETAIN/NG WALL SHALL BE CONSTRUCTFD Wf 7ly BpULpERS GREA lER 7HqM 2 �` fEFT. FOR DRY 'STACK W Afl� 7NE ROCKS WILL NA VE AS MUCN fLA T SURFACE AREA AS PO�SS/BL� Tn /NAREASE 7HE FRlC7l01N SURFAl�EE BE7N�EEN THE BOUL!)ERS� 2. 7NE BOTlp�/ BOULDERS SNALL BE THE tARGEST AND SHALL BE PLA�Ep qIV NA 71 VE, UND/S7ilRBED SOIL. FREE' FRpM TppSQIL ANfl ORGAN/CS OR pN CpA/pACTED ST�UCTURAL fTl.L„ APPROVED 8Y 7HE ENG/NEER. 3. THE SU�'C�'SSIVF 80iilf.DER LAYE7�S SKALL BE O,F}�SET Hl1RlZOVYTALLY BY A MINIMUM OF S1X lNCHES F� EAG'H {�EqnCAL F4QT, 4, A M/NtAIUM p,F C�1►E FQOT OF UN�/SNRBED SO/L CpV�'R Sy,qLL BF pRONDED JN FRp1117` pf Jt/E WALL. 5. THE G'0�4lPACAON 01F TNE S4/L BACKf1LL SHOULD BE TESTED BY TNE QVG/NEER OR /T CAN BE �: BACKt7CCED rYl7N C[EAN, CRUSHFD ROCfC, 6. 7HE A90VE f3E57GN MUST BE REiIlEWF�, AND TNF CO�VSTRUC114N OF 7HE BQlll!)ER WALC lNSPECTED, BY 7NE DESJGNER AFTFR VERIfICA710N OF 1HE SOVL AND GROUND WAIER WA1E'R - GCNIIDIAONS. r . . . . . . � - . . � � � � .. � . . . � � . � . ;i Y y c�/G$o�ca�tc�uc BOi�JLDER RETAI,tYY�IYG IrALL L�1° Engi� eering, I� c. sp�cr�� R$sm�+c.� � „�.. 0� �89 , LOTS .J,9 ,� 4+q Vi1H. IZLLAQE NEST s1C,1tE• P.O. 8ox 2837 Edwards, CO 81632 1781 � 1T97 wtP//V!E A�iyF N. T. S. t.t (��o) 92�-ao8a t,� {9�0) �ss-�oes �a.E aau�vn; c�acarQ�oo ar��c �- . . . . ., � . � . � . . . . . . . . . � . . . . . � . . � . . . . . . . . . . . . . � . � � � . � . . . . � � ?'..� . . . . � . i . .. � � � . . � . . . . � � � . � � � � . . . . . . . . � . . . . . . 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O . . . . . . . � . ,ytM1 1 . q � . . •r , , , , . . . . . � � � � � � U c� cy �o °` ro i � , . . . :: . �� . � . . . . � `� �' � ' , � i m �. ,,,_ �t' � i . � � , , . � : ,.. � . :. � � ' � � � X 00 p i . , ,. , . . . �i � : . . . � ,: . . _ . _ �O ; . . ,,� . ., , � __ _ _ ___ --- ___. __ __ _ _ . _ ----- _ ___.__ _ ___. - --- - ___ _____. _ T__._ - . . . . . . . . � � . . � . �, ; .� . ,. O� .. . ., 4 , . . . . : . _ O . . . ... . . . . . . . . . .. � .:.. . ,--T–. . .: r . ..� - - � . . . . . . ... . . . . . �, .. . . . .. . . . ._.__._.__.._ ..._ .._.. .__ _ _ .._ ' . ti--r-4-n– Y � r�–�- . __r _ _ _. _. _ ._ . . � . � �— . . . .. � .� � ♦ . . . � � � . � . . . . . " . •. . • 1 1 . . . . . � . � � . � � � I 1. '. � . ' .. . . . .. � . ' . w� l �• . . .. '.1 . . . , . • . '� 1 . •S. . . . . ��_�.� .._.. ��.��..�...�� _ ...._ ..._ .... _ .��...�.....,_.... _ �.. . _�.�.. ..��. ...�.. ��. .__ .�_�_� ..� __... .,_. . ._ ._.�. .__.... . . �._._...� . . ..__ ._ . _._ .... . . . .. . . . . . . . . . ( I . , � .,, • . . . . . 1 �.1 . I , ; ' � � , i - ` � pp � (T. � . . .. . . . . . . .:�� � ., . . . . , � , U � o , . . . . :. ; , . . ; . . . :. .: .... . � � i ' �. ----. .-,� � -- -� , l4►IPPRf�V�D a� � � � � --- --.--� . - � , � _ -- : � Communit�r Deve�o mQnt Departmrvic.�� N � . .. . . . , , , . , . . . .. .. . . . .: . � � � --- - ---__ _ _-- _ _ _ __ __--_ __ -- __ _ ------ -- ---- __ _ _ - - --- . . , , . � � ; _ I � . L . an Se _. _ _ _ _ _ _ _ __ ---- -_ _--- -- ------ - - _ _ _ ___ ______ __ __ ___ __ _ _._ _____._ _�_,_�:� . � �. . ��. . _� -- --____- ---. . - -___ ---- -- — - -- ------ -- ----- --- ___ � afe an tns ecti ,. . . _ � . .� . - -- -�-- � - - - - - - - - -- � -�– .. , . ... . . . u� , ,. . . . . . .: � . ,. � _ . . . ... . . , . . , � ( . , . . . � � � I �Y P . i � � � �� �, . . . �: . ... , , � . :f , ,_l `� � 9 . . . . . , , ❑ ! ❑ � �� _ _ _ _ �� � �� B dm � ; . . . . . .v . . � ! . . . . . . . , . . . . .. .. ... . , . . .. . : . - - - - - - - - - - - - - - - - (� . . ., _ ; � ; , . . . .. . ._. ., . , . _ ' � , , _ c�ion � � . � � � � � I I ' �I-1 � I -� f ' � �� i ! Resident�ai C� � U 4- ; , . , : . , � , :•. . ; �. � . ,...: ; � , ; � � :,. : , .;; , , � � -------y —----- ---� � z� 6r��� r�ationat Building Code/internationa , Q w � . . , . � . � . . . . : . � . i , � � . .. .. . : ° ' '� � i Cod� Vaiidit �� ermit. The issuance or granting of a permtt shal) J � �� :: �.� � .� �. `�. : �� �.. . � � :.... . -- -- - - - - - -- . - - � - - _ __ . :. , � � � � � �. .} .:: ` ��::; : � ° �... : : � ; .�' . � :. , � i � , . .� , � .. ( � nat be canstru�d � be a permit forW ar an approvaM of, any violation o# _ "� ��� � � � > ; � : �. . � . � . . : ". � .� ., ; i � � . � .-: . i � I � � any of the provisions af this code or af any other ordinance a# the ' - , � ___ • � • o ' to violate or cancel the � —�-- - - - --__ _ _ -- ; - - -- �- _ � - - - _ -- � � , � _ _ - -- - -- _ _ _ - - - - - -- - ._ _ . . . . . . . .. . . . . . . .. . . . . . . ------ - --_ _ -- -- ----- _ _ - - - ---__ _� __. _ - _ ___ _ _ _ � dict'o . resummg ta g�ve auth nty . . � .. .. �. . . r y . 5 .. . r . rA . • • 6� � M. . . . . . � . . . . . . . . . . . . • ' � ; . , . . . . . , ermi#s � , , , . . , . . y .. . ,.. . .� ,. , . ., . � �. . > • ' . , . . . `� � � . . �� , . . . . . � � this cade or other ordinances af th� jurisd�ct�on �ha!! not be j , , ... . . . � , . , . :` . , �;: �. jprov s'rans o# P � ' 4 . . � . . . . . . . . . I . , . . .. . . . x � : , . . � � . . . I � � i � . . • � • � . .. �: . �� � .� � _ � �, � .. � � : �, ��� f a ermit based on construction docum�nts and � —� � � � � i , � , :.: . ; , :�,,: valid. , �:� The issuance o p . . . , . . . . . . . . ,M . • a • •�� � t4' . ' b.n•255 �..^� n A !.� X 'v�D • •�r � 'U:.J�C;. . �. o- . . / • • � � . � � . . . . . . . . _— - _ _ — __ _ _ _ _ __ _ _ _ _ __ _ '�' _ — _ . . l � 1 '.u'.. ,1'.�'t. ` . � . . . � . � � .�� , � �� ���: .�-:- . ,, �° � ' ., r;,, , . ��•-. , e bu�ldm official from requiring t � V� . . � •r i1 `�•.�}.: : 1. ,. .d• a ' ' 1'� �N6..�+•',1. 4. ..ti. � . . . � � . :Y. ' ♦ .y.�' � �i �1,v,M�°r r �, '^,4^�N:q.�. .� «.:.?� ='S�d. �y�,y,�:ro�F�,.::�J.:q. . . V�1 �� � i � � . ', ' , ' , • ', . . . _ � _ � . _ , � i , : . �: �, �. . . , .:,. ., . , . 4ther data shail not pre Q . . . . . . . . . . . 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'° �` 1 � �' h _ 9 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _.�--- -- - - - - - -- - -_-------======__===----- --- -- - g' _ _ _ _ �.� �. _ _ ._ � _ - - - , ; , _ _ to be removed ) M � � � _ _ _ --- -- - ---- ----- �- - ------ �ae� �-���-� - _ _ _ _ _ - -- �92 � ' �� � ' ----- � � ' � � . p .-. ._._. _ - SNOW STOF�GE - 126 Q - � - -- - - _ \ . 2 ' = �, r � ` ___- - - - -------- _ __ • • ♦ r- � .,� .� - - - ., ---' ._. �- - ,..- .___ � ----'"` ' ` ' l ' ' ` ' �- - - - - - - - _ __ _ _ _ _ ` - : ' _ _ _ - _ _-, _ , _ _ - __ _ _ ' _ _ _ _ _ - - _ - _ � _ - - - _ _ _ _______ _..- _ _ _ _ - -_ _ _ -- - -- --_ _ _ _ _ _ . i � � � � - �II d isturbed areas of the site to be Q� p N �o ___ _ _ __._ . ; > � , , _ _ , _____ __ W _ _ �.�_ . >. . - - _ _ _ , _ _ . _ .. _ � _ _ _ � � _ , . - � -__ _ _ _ _ - ', _ , ; , • _ _ - - - - - - _ _ _ .�--� . . . _ __ _ _ _ _ _ , _ - - - � - - - - - - - � x � . �- ___ _ , _ _ _ _- - � �� - - .. - - - - - , - - _ �. __ ; , _ _ _ _ _ _ _ ---- ---- -�- , ,� -------�__ _ _ _ _ _ _ _ _ -------- ----- _ . _ _ _ _ __ _ , _ _ , - __ _ _ >-. � � ou� g dm � � ` J _ - _ _ _ _ . _ _ _ _ �� � ----_ , _ _ _ M - _ - - _ - - - - - , - at a rate of 42 Ib5/a e • • - -----___ _ _ . _ � � ._.,�-�==- _ _ -- - - - - - - - - -- -" . _ _ ,. _ ,. . . _ : :.. _ � ,: , :.. : ; � -- - � � - - - - - --- -- - _ � G . �� , , , , , , revege a e u� e in see � , �- . . - � \� ' � ` � ' " i 1 _ . 0 _ � - - _ , .. � � � � . , . . ,_. _. ,; _, - -- - - - - - - - , --- - - - - - - - - -- - - _ ----- - - - --- - -- - ------- � o __ _ _ _ _ _ �_� _ _ - - - , - - - - - - - - - ------- _ � � - � , - , , , , _ _ , ; � , � � � , . -:�._ � - - - � - . � - - ._ � - - - _ ----- - ` - , \ - _ - ----- 5eed � ---- ______ -- � , - - - - - - - _ 562 36 l�l 1O , __- � - - _ - . _ , ; : ���i.. � _� _ ., ,,:' . .: / , O ` a. ,. -r-- ---- `� _. _...___ __-_ __ ____ , •___ _ - � . , � T - - - - - - - - -- - - ---- __ - � \ t � _ - � _ -� .._ � - � - < - ' ; , ,.'. .: _ - � � „ ., , : : , ` a a ' Q �~ y � D, ��� . � O _ _ _ - , i._� i - __ �:: � : � � _' ;,� � ` ` �. � � Y � � �'' , . � ' - �- - -- - - - - � f.�.� C�� �� � _ � - ... 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PLYYVOOD : p � � EL - "Iqq9'-6" � � �_ EL - "19qq'-6" i i � m _ � � .8 . ���CJ' Ejr r : � � � d' I , #2 � � .--- � ' ` � �- i i � I i i i ( _ �. � - - - - - - � i i II � I _ __ - �°�-�•�,,,�, _ ---- - - - - _�.- - _ _ _. � __ _ -_ _ _ --- ---- - -- ---- _ - ----- _ - - ' _ - -- - - -- -- _ _ _:_ _ _- - - - - - --- - ----- -. __� ._ — - - -- � _!- _ _ � --- _- -- -----_w ._ ----- � ,� � �- � � � _ _ �1�-�-� -�--- �=-�" --- - - -- ---- --- -- -- - - - - -� --- - — ---- _ __ S , ; � � I55ue i�ate - ., � � _ , � _ DRB Submi55ion OS/10/05 . � , � _ ( ( ' i n n � � u _I , , � �y , i � 3 -2 /2 � c�l �; ' � , . ° �' � tt . ,. ` � w Y x �:':. 05/1 V05 _ _ rr o � 2 - O 1 � � o � i � GRFA AnalySis �e m w n .. F � . a v p � � � i i i P�- f� � F . . . " ' ... . . r r ,. . F DRB 5ubmi55ion 06/OS/05 � - - - - - - - �- _ ' , � . 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S'-q" � S'-q" _ � , e i I • I� I� N '— N � ONc� � oO � N N �O ,d. �O 00 � � � O , � i � � � 0 � • — O � � N _ _ � , ` � mU � p� i .}= Q , O � � � � � Np� � i Q � � � ° -�- � - -- � "' 3 H - -- -- --______ H � � -- - - __-- c� � �- � � o , � �..�..� � � � — . _ - - -- - - - ------ . _ � u E G . 8 --- _ -- ----- - - --- - - — __ _ ---- -- - --- ------ -- --- - ------ -- _--- - --. --; -- - ---- - -- --- __ _-- ---- -- -- - � � .- ----- - -__- - -_ -- - --______ _ __-- - - -- - C� . S . , � �- � , , , _ � �- , � 17EGK �, . _ � � , � ,___ � i , 0 � �-o�� , ' � - � _ � _ _ _ TFZU55 ,_4_BOYE1 _ �p ,, , - - - - - - - - - - - - - - - - - - - - - , - - `% - - - - - - - - - - - - - - - - - - � m - - - - - - - - - - - - � � � I � l � _ ..,_... . . . . ; . . . . . . . . . „ . - . . I � . � . . . . . . . . c� R oM � Q t�" v" j ! 5 '-5%2" 4'-6%2" � I � i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -, � ' ' � �a i , � . � ' � � r I 4 , i I i --- - � � ,! - - - TRUSS �4BO�E I � � G - - _ __ _ _ __ _ - -- -- ----_ __ - - --- - - - - - - - -- - - - - - - - - - --_- - - --- -- - - -_- - - - - —_ __ _ ___ - --- _ - - --- - - - - - -- -- -- -- --- .- - - - - - - -� _ , . %��F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = - - � _ T _ _ � II I I � I � I II I ` I I � i � I I I � I : i I � ' 1�i� I N L E Y E L i i i i ; i ' ; � ii � i � � 9 3 5 5 Q F T � � � o � � � � � , � ii o o i i � � � a � � � � ' � � 0 � � ' . - - - - - - - - - RU55 ABO�/El - - � - - - - - - - - - - - - - -� i i � � i � � i ii i i i Q - - - - - - - - - - - - - - - - - - - - - - - - DININC�T OM � ' ' ' IGITGHEI�t ' . i Z �.. � � , � = . I7EGK BELOY�I i i i i i � � � � � � L - - - � � � , r- � • — � � - � � � _ � % " 3'- 1 " � " 4'-�" i i 3 �_S�� � i j.L � , T.O. PLYYVOOD . � I � 4 T'S � 11 " E� I .�.._ EL - 8005 '-b° � � j � � � � 3'-8" S'-3 i � � � � Q� � - - - - - - - - - - - - - - - - - - q T'S r� 11 � E}+� i i I � i � � � � - --- -- ------ - � - ----- -__-- - - --- - — -- ----- _-- — _ � � � , ; � i I � - —i-- - __ - ----- - --- ._.- -. - - --� - - - � (u � i I I I I I I I I I I I I I I I � � � � � � � � � I �p - - - - - - I i i i i i I ; i i I DN (1U� i�1 UP �5) i � I � � i i ' � � � !, m _ i Q i i i i i i i i i i i Ec�t R. m EG� R. i i � i � i �„ p _ � I I � � I � � � � � � � � I I I � � _ (� t�1 i I I I I I I I I I i I I � I I � � ----__- - -- _ _ -� - - - -_ -_ - - - - - - - ° i I � � � N � � � � -� -- - -______ -- -------- - ---__---- - - '— - -- - - _ __ __ � , � - ----- -- -- - - --- - r �-- .� _ __ _._ : - ----- - ---- - - - - _ `� � _ � -'""+�� I I I I I I I I I I i � ' - - - - - - - - - - - - - - - - - - - - - J � 6" `� � C� • � � .- : � � � � � � � � � � � _ r � o � ,,� �� '� m i f,� - - - - - � � 1�N �� o) � � � � P �� 2) � i / I � � N . I � � � � I I �Q R. ftl � � " ra �'5�� 1 �� ► � � . . � � � - - - - - - - - - - - � i i i i i i � i � i i � i � � �' � 00 --_ -- - -- ------ - ---- - � i i , O . — _ �__ __ _ _ - � i � - - �---- --� � _ ---- --� - - ---- - -- ___ - -_, - - - ------r -_ __ _ --�-- -- - - -- _ —_— - -- -- - - -- -- ----- - ---- � � Q � � �,. . , . . - -- - i - - - - - - - � . � r rT.O. PLY � , I � _ ` � � _ — i � � EL - 800 -6!' i i i i i i ,f ! i i ^ 4 -�_ � � Q U � � i i ' i i i i i \ /, i _ _ i . . , d� � cn � � _ � i � � � � � � �4J T.O. PLY a' , _ ` � - � � � . � :. O � � � � _ , � � u� _ ry , m ' i i iMUI7R ! i i i i Ea . EL - so � � '- ' in � ,; - - - - - - - - - - - - - - - - - - - - i - i i � � p_ � I I � I I I i I I � cv ' • ` ' ` � „ � � _ ( II � I I I I � � - - - - - - - - � - - - - - - - - - - - - - - - - - - - - — I � r I \ � �y — i �- � - - - — � I I _ ,� j I I I ', �'-q' '-O" - � � y /'_ _ _ _ _ - ------ __ ..__ _ _ __� .._ - — -- -- -- - - - � �- -- - -- --- --_ -- - - -- — - -- --- -- ------ - - --- � � .,., � � � , , � , „ -_ _ _ _ _ _ ; ; ;; ,� . � ,, ;� :� ; , , ; ; � ; ' G � � � � , sc� 11 � , ` ' _ � ` ' , � N , - - - - - - - - - - - - - - - - - -� � �� � 1 �� 1 �� � �� �� I I � -8%�� 5�2 I � �� 3,_8„ � �� i- - - - - - - - I I i 5/2 4 - % / 2 -1 � � � � I � � II I I I II � ' I ' I , � � � - - - - - - - - - - - - - - - - - - - - - - - - - - � i � � I I � II i � �. + ' ' � � � � 1'� � „ o � ii �i � � ii , � .. i ; ii ' i ii � ; i - - - - - - - - - -` - - - - - - - � 1 - - - - - - - - - ;- - - - - - - - - - - - - - - - - - - - ; 8 - ---- - -- —_._ -• ----- - ------- ._ .—._ ____ __ __ _ _ _ —__— _ -- _ ___-- - -_— _ _ _ .--- -- - - - - __ __-- -- - -- __ __ _ _ _ _ _ _ _ _ � _ ---- -- -___ _-- __ _ _ - � _ ----- - --__._— ._ ry ----- - ------- - ------ - ------- - ---- �- � Y m � - , ; i55ue i7ate .-- , * i `- ' � �� �� � . � DRB Submi55ion 05/10/05 - I � ; �C"' �,�,�,�y � �t61/�" , . _ r . . i � � � � � ry � � � , , � � GRFA Analysi5 05/1 '1/05 ry j I � i , ,. ry 17RB 5ubmi55ion 06/OS/05 I , � � , , : g , , � . . ' ' , . ; � � ng o"1/01/05 � � � Buildi Permit � , . . � � �� = s�Tr �►�+�. .- � . i i i � �"_ ��" ° `: , Build ' Permit rev'S I � O'7/�S/05 � 9 '; , '?oa3 , T.O. �GONGtZE7E � . � � � ' . : ��� � ; � � � � � � � � � � �. � � � � ,� !, � � � ; � � � � � � � � � � � � � � � � � � � EL - 8011 -6 � � i � � � � � � � � � � . . . . . . . . . � . . . . . . . . . . . j _ . . 1 wa ar � I i � _ . � r E. �. . . . . . � � . � . ' . . � � . , . M1 . . . . � I � I � . I � . . . . ' . . . . . . . . � . . � , . . . � . . R +� ... . . . . . c , . . . . . . _ a .. � , k � . . � . . . � .. . . . . . . � . � . � . . . . . . I . . . . . . . . � � � . . � . . . . . . . . . . . . � � . . . � . � . � ��. 4 -� � � � ; _ 5 , � f�� . �7 � . . . -- �� . i , i j _ (�1 , � . �., . ��... _ I I ' r , r ... . , _ . i I . ta4 ..v � � . � . . . . . � . . ' � ( . � � � I � . . . . . . � . . . . . . . . � . . � . .:.. : ., ., . . _ , Y . . . .. . .. . . . � . � I . � � . • . KU Y �w � Y 4 f ( J .��. f . `. .�.. ..� .. . 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M ,, . � G�R,�GE � � ; , i Job number: 04� � � 5�5 5Q FT � , � Drai,un by : mPp i � � i � Ghe�ked by : 1�'�'c -�-- - - - �- � . . „ . . . . . � . . . � . . . . . � . . � L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�'- - - - - - - - - - - - - - - - - - - - - - � , � .. . . . . . . . . . . . . . . . . . --- ._. ..._._----..__ ._. � � . . . . . . � . . � . . � . . .. . . . � . . . . . . . . . . . . . . . . . � . . . . - - - - - J • _._--.___ . . . . Drawing Title : . - i Main Level i � , ; , Floor Plan . ; 111 '-6" ; 11 ' -6" ° . . � � , . ; � 23'-0° ' 'I'-6" 10'-0" 5heet Number: ° �0�-6° ��� T/-,t - M ,� ; i i , fi � d . � . . � . . . . � � . . . . . . ' . . . . . . . . . . . . . . . . . . . . . . . . � . . 6 : � 4 � 2 1 j . . . . . . . . . � . . . . . . . . . . . . . . . . � � . . . . . . . � . � �{ . . . . � . � . . . . � . . . . . � . � � . . . . . . . . . . . � � � � . � � . � . . . � � � . . . � e � � . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . � � . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . � � . . . . . . . . . � . . . . . . . . . . . . . . ' . . . . . . � : M � i � � ��� � �. � �oa� � �� SGALE: %4" = 1 '-O" _ _ . � _ ��..�_... _ _ _ -- �"`"^:.! � ; �: C� 5 4 � 2 � � g .:w. . � � . . . . . . . � . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . � . . d . . . . . . . . . . . . . . . . . . . . . . . �. ! 40 '-6" � ' . _ � .. i � � i � , ; 5 �,��� � 8�-0,� 1 ?'-6" � ' 10 '-0" Ma 8 q : i q'-5%�� ,-0, �. , � 4�-S3�q.�� ��_S3�`�' �� � ( , � � � I� I� N � N ` _ i O N c`7 � OC) U N N �4 � �0 � � � � � � I � X � � � , - � O � �,,� N . � °O � � �` � � -}= 0 , 0 � � � � � � O� , � � , � � H -- - ----- - -- }� � � � � --- - ---- ___ _ _ � - - - - - - --___ _ _ � � � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � o W � _ � w � ; � EGK BELO � - — � . 8 --- -- ----- -- -- ----- -_ __. - ____ �_ _ --- — ---- - — — - — — — - ---- — ---- — — --------- - ,_ _--- _ _ ____ __ - -- — --- — -- ---- -- --- - -- -_ __ _----- - - ----- -_ — — - — — _ — — — - — --_-- _ _—_ _ __ - � •_ � - -- --- - - - -- - - --- -- - --- G . 8 - , � , , � . 4 . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . ( . . . � . . . , . . . . . . . _ / . . � � � r� � � ^ �� y � I � i � � � : � � � _ �I � I i � I � , � � I r - - - - � � I � - - - � II � II � I � I I � � I � � _ i i I 4 I ; _ � •� � , G - ----- - ___ __ __ -- - _ _--_ _ _ --- - - -__ _ -__ - --- -- - - - - - ---- - - --- - — - - - --- - - ------ - --- --- - --_ -- -- -- --- -- - -- G - - �-- - - - ----- - -- -- - ---- _ _ -� -- � ; � � , �, _ ► � � , � � � � , , , , , , � ; � � � , ; I I I I � � = ry � I I � I I � K ' - - - - - - - i m ' i i I� NINH�BIT�BLE i LOFT i � ; � ; ; ; 5i',�GE � � � � � ; , � 1 �3 5Q FT � . � � � , � � � _ � i � i i I ; i Z � i � � � � T.O. PLYWO�OD i � I7EGK BEL Y�! ; � � � � EL — 8014�-6�� ' � � � _ , � � I � � � � _ -� i i � i i . - � _ _ _ _ _ _ _ _ , . U � ' r- - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - -� I � I � � � � � � I � � � � � � � � � � � � � � I ` � I I � j � � � � � I I � � , i � � � � - - - - - - - - - - - - - - - - - - - - - - - - - - � = n --- -- --- — _ ' �- � � - � .< : --- - �_ _-- - ---- -- - --j-- - __ ______. _ .__ ___._ � �.._� __ ._ ._..----i - -- ---- --- - , _ � � --- _ _----- -- ---- � N � � i i � i i i � i i i � � � � � � � � _ _ i i i i i i i i i i i i � � � • t—^ � - - - - - - I I I I I I I � I I I I � � DN �5) j �/ ! � � l - - - - - - - - - I I I I I I I , I I I I ' � '-6" i 2'-6° i i i I i i i i i i i � i i EQ R. i � p : � � � � � � � � � , � � � � � � (� ' m � i i i i i i i ; i i i i i i i i ._ _� i -i- - --� -' - 1- - � - - L - - - - - - - - - - - - - - - � N 4� � - - - ---- -- -----� - -- ----- - ---- - -- _ _ _ _ __ _ _ - --_ _ � � � �- - - - - - - - - - - - - - .� - _ ---- -_ - ---- ____ _ _ _ � � �. -- - - --- -- - � r - - - - - - - - - -�- _ _ -,- _ - _ ___-� � - -. �_. _ _ - -_ _ > _ ;� > c� . � � � 1 I � I I "ry I I I I I I � I I � � I i C � — T.O. YWDOD � �,\ i � � � _ � � i � � � i � � � � � � � O � � I E1.. - � s'-6° i ( i i m i i i i i i i i P�N T i i � � r- � i i i i i i i i i i i i �O 4„ n � DN �12) I , I i _ i i i i i i i � i � � O N � � � (�S ,� E Q R. I � I I I I I I I I I I � � ---- - - - - - = � w i ,� i i ;� i i i i i i i i i 5�...0„ i i -� p , � � � - - - - - - ---- -- --- - -- --- _ ---- - — - ---- -- � � -r - - -- -�----.. _ _------ - ---- - - -- - - --- - ----- _ ______ __ _ �_ ____ _ _ _ ____ ---- -- ----- � dS � Q O i _ _ry i i � _ _ _ � _ - - - - - - - i ; � o i � � o ,�_ �„� � Q U - - - -g -0��' 3%2' 3'-3° , � T.O. PLYYVOOD � � � _ = i ' �- EL - 8021 '-6" I � O � � � . _ � _ o ; . PLYW,UOD � , , GUEST M�STER ; ; - - - - - - - - - - - - - - - - - - - - - - � — 0 WUI � � _1 � � � . � � EL — S 1 q'—S 1 / " � � � _ � � � _� - � . � . 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S : z4 , � _... .. . � � �ob number: 04� � i Drawn by : mPP � � Ghe�ked by : --- - ____.____ - - _- -�_-.- - - _ � __ _ ___ _ _ ; ___ _.__ _ ___ _ _ _ _ _ _ _ _ ---- -- ---- -- , - - � - i Drawing Title : , ; Upper Level Floor Plan : 2 '-6" '—O" 6'—p° 6`—p" � '-6° , � j 23'—O" 't'_;6° 10'-0° ' � 5heet Number: ; a � � . , , i � � I j 40 '-6" � i �� TH _ , ; � , b s , ♦ ° C� 5 4 � 2 � -�� � � � , � � . � . . . . . . . . . . . . . . . � . F� � _ u � � �� �.�Y � �. � �.00� � �� 1 . , ,, � ,, SGA�LE. /4 = 1 —O _ , ; ; ; _. _._.�� � .......:.. ... ._ . _ �. �._�..�..:�� . �_ � _ . .,_...,w � m.., .w .. .�.._� � .:,� � ,�, � . . 4 . . ._ . . . . . . . . . � . . . . . . . � . � . . � . . . . . . . . . . . . . . . . � . . . . . . . . � . � . . � . . I � 6 5 4 � 2 � � � �� a i , � , � , , , � :o � Q , , �. r p . . . . . . . . � . � . . . . . . . . � . . . . . . � . . ' . . . � . . . I . � .. . . I . . . . . . 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' . . . . . .. . . . . . � . . i . . . . . . . . � � � � . . . � . � � . � . f� I� N '— N � � � ONc'7 � 00 � NN �O �. � m �' r— , O � ;� X � O �p i i � mQc''�) � , � (, 0 �, w � , � O � � � � ( _ Q) � � p� � m , � � � o O � � � _ m � � � H --___- - --- - -- - -- - -----_- _ - -- - - - -- - � - -- }� � � 3 � � � � i - - - - - - - - - - - - - - - - - - ry - - - - - - - - - - - - - - - - - - - - - i � � - t,l� � LL, V �F— � � � J ' ; DEGK BELOV�I - � -- - ----- - -- - -- -----_- , - - - - --__ _ . _ � .� � G . S ----__ _ _ - - --_ __ __ __ __ _ ____ -- --- ----- _ _---- - - --- -_ - _ _ _ _ � ° - - --__ - - - _ _ -- - — - - _ _ _ � _ - G . 8 � — � � � � � � , � oW ; , , � ► � � i � _ i � � j 3�_�,� � � O ' ' ii � ii � I � � 5 : 12 : 1 � j i � � ' I � �-0,� � � �-0,J � ,�„ i i � i i � � - - - - � I ( � � ( r - - - � � ( ( ( � I 1 � i i i � � T.O. PLYYVOOD � i EL 8018'-9 1 /4" i � - - - i ► T.O. PLYWOOD � RO�OF I j I j EL 80� 1 '-� 1/�" � , i i � � - - - � ; I � I _ � i � - - - i ; i m ii i i G ----- - -__-_ _ _ ------ - ___--- - ---_ _ -- - - � !----- - � __-_ __ __—__ _ � — - — _ _ _ _ _ - -- -------- i i --- - ---- - __ _---J- — - - - - - - - -_____ _ �____ _- -- --- - �--- -- ---- � � G - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - —� - - - - - - - � �- -� i � �- - - - - � � � i � i i i t � � � I � N i i � 3�-0,� j i i i � i i i � � � � m ; � � i i i i i i i i i � i i i i i i i i i i i i i ry i I � I � - - - - - - - � � � I I I I I � I 1 I j � ; ` I I � ; I I I � � ; I I j j � j � Q I7EGK B�LD�V�I i -: � i i � ; ; ; = Z -_ , , � � rt � � , � ; ; ; ; � � � � � � ► � , � � • — i ii � � ii i �- � � � � f � T.O. PLYWOOD c� ROOF � � � � I I I _ � � EL 80�3'-11 3/4" I � � j i � .� .. � I � I I I I � I � � � ` _ � � I I i � � J � I � Itl i � i i • I � � � � I � � i � � � --..___ _ _ --- - -- ----- - �— ��- � .+.� _.___._ - � _, _ i-- �__ -- - — -- - - _ __ ��. _ _--�_ _ __ �___ _ _--___ - --- ___ � - - __ - - � - - - - - -� - � N , � a " i - - - - - - - - - - - - - - i i - i - - - - - - - - - - - - - _ - - - - - - - - - �- I � � � • � � I j j � ( � I � � � � � I 1 ►- - I ( Q I �- - - I � ( � , j � � � � T.D. PLYWOOD �+ RIDGE � C� � � - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - '1- - - � - - - -EL 802y'-Z 1 /4° _ - - - -= - - - � �/ ' � N � - - - - � � - - - ---- - --G �� _ �� __ _ _ .__ ._ _ __ __ - __ __ ----- - -- - --- _ _ ---- --- - - _- � M • ; - - - - ------ - -- ----- . �. �, _ - - - ---T - - � ____ _ __ _- ----- - — . _ _ - -- - -__ .- - - —I:� _ _ _-- � > T.O. P YWOOD � ROOF � � � � C�"� � � � 4 EL 80 '1'-O" � I � � � � , m i i i , � N i � � N � � � i I , i � � i i 0 �" • • � 00 ' . . �n - i � � i i -�r O • - � - - - --- � _- ----- _ ___..__ ____ _ __ — - - -f--- --_ �._— - - , _- - -- --- -- -- � - -.J.____ _ __- - - -- - - - �-- - �---- - -- -- --- __ -- =- - --1 - --- - --- — - ---- - � � � � Q - - - - - Q _ _ .- ------ _ ---- -- ---- -- -- -_ .____-- __ _--- j7 � — � i - - - - - - - - - - - J i - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - i i : � � -^ 1 � V � ( ( ( � � � � I � � � W � � i ( � � � � � � � � � I � �� � • � _ ry � I � � O � � � I ` 1 - - - - - - - - - - - - - - - - - - - - - - - -{�- - ^ r � � I � I I i � \ � � � � � � - - - - - - - - - - - - - - - - - - - - - - - �i � �- � � � - - - - - - - - - - - - - - - - - - - - - - - - � '. _ i � : r- I ; - - - - - - - - - - - - - - - - - - - - - - - - -� � �n � ( I - - - - - - - - - - - - - - - - -� `' _ �_.J—_ _ G 4 _ ___ _ -- _ _ _ ----- - __ ____ _ __ _. ._-- -- - . - - ----- -- _ _ _ �- -- ----- - - . _-- -- - _ __- -- � -- , _ __ _ - — - __. __ � ,- _—_— � ,_-_ __ _ — _ -�- _ --_--- - - - -- - ---fi G � � � _ _ _____ _ _ _ _ _ _ - - _ _____ ._ _______ ,_ _ � � : � T.O. PLYWOOD � RIDGE � - ' � EL 8031 '- 10 1 /��� � � I i , � � i (rl � , � ' � i �� � � - - - - - - - - � � I � � q � ' i � I i � � � I � i � i 3,_�„ ..c� i j j � � i ! � � � i ; , - - - - - - - � I i L - - - - - � - - - - - - - - - I - - - J � - - - - - - 3 -O - - - - - I- - - - - - - - - - - - - - - - - - - - - - - - - - - - � �� g --- -- - � - -- -- -- --_-__ - - --1-- - -- ------- � _ � ---- ' - - --- -- - -� � -,- - - - -- _-_ - - - ----__ _ __ __ _ _ - - - - - --__ _ - - - -- - - - --- - - _ � � � - - - - - - � - - - - - - - � � � - - - - - - - ' ' � , , I55ue i7ate - - - - - - - - � m � j i I _ I7RB 5Ubrn15510n 05/10/05 8 : 1 � 8 : 12 i 8 : 12 8 : 12 � j � � I N I I � GRFA Analy5i5 05/1 '1/05 _ , DRB Submi55ion � � . , : = ..w . x . T.. , 06/OS/05 ; � � � ' ° ' : ��� �� � � . x � _ . , . . � . .... � i i i ,_ ; , _ , � ° Building Permit O'►/01 /05 I I ry I � I I � I � i , Build 'g Permit rev's o�/2s/o5 i � . . � , ._. m , . � > � � ��-��� ( �; , ; � �', . . . . . . . � . � � . . . . . . . . � � . I . . . . I . . . . . . . . . . . . . . . . = i' . x .. . . . • . e �. 4 „.. .. < a m .r W . • .. k . , . . . .. � . . . . . . . . � . � . . I . . . . � � � . . � . . � . . . . . F �� f � . . . . . . � � . . . . . . . . � . . ' . . . . . . . . . . � � . � . . . . I � ( � . . I . . . . , � I � I - __... , � � r � � � � � � � � � � � � ,. Q ../ . d � � i � � �I . Q . . . . . . . . . . . . � � � . . � . � . . . . . � � . . . . . � . N. .� . ..- � . . .. r ... ... ... ... . . . . 7 , a . . . �.. I �� " 2' � . . . � . � . . � � . � � . . . . . � . . . . � . � I . I . . . . . . � . .. � . . � � � . .�.� . � , - . _. . . . . v . � ... .. , . . . . . � . .. � I I � , � , ,. u.u. ,, ...,. I E �i ,� , A � ( � _ � _. � . 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PLYWOOD � (� IDGE 1 � 1 � GOLOR - PRATT � L.aMBERT - 4" BLUE FOAM SPI�Y-IN EL 8031 '- 10 1 /2" - - - - - - - ��G�4 EN BENGH 3-1 � T INSLUP�TION BETYVEEN RA�FTERS Sx OUTRIGGER BEA�MS (TYP) \ \ GOLOR - PRATT � LAMBERT , I I "GAR.DEN B�IGH 3-1 �1 ° � � �. \ � � � � � � � � � � j ' ` ` � � � � � �, _ _ � � � � � _.._ — - - - -- - - - - - -- - - - --- --- - - - -- -- -- - -- WOOD HEf4D � 51DE TRIM � � � _ � i- � - - -- -- , -= � - ' � \ � - � - l -- — `' 51LL t� WINDOW � � � i � � a. : t � � � , , ., , ' � � -- � � GOLOR - PRA�TT � 1..�MBERT � � . : . .i .,, ,.� , � . ,. :: � . . . . � _ : ' ,,,,,,...--- ASPHA�LT SHINGLES � "GA�RT�EN BENGH 3-121 .� � �:.'� � i '��� �.� � ��' �� �. , � i � a . �� : . . .,� :� :... + . : �:: :': . � '„' ' . �"; � ' � .'" 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J:' ':. �; ,- ' GOLOR - PRATT � l..�MBERT . . � ' � i�: 'i Q . . � . . � . i r � ' �. � , . ��` � i . .: . ��� � �; �. : •-�. - � . . : . � :. . .. � '�: i , � ` . �.� : '.. 1... ;� 2x W�OOD FRSGIP� TRIM �TYP) ,�GARDEN BENGH 3-121 " ������ ' ' •� ' . :.,, . ` � :. � � � �" : '�: . . ,.,�•.• , . � '�'' . � ' ;.; i : . . � �.;: . . ..�: .'� . . �. :. � , : .: �. �. ` •.�. � � �� ::' �. �`•° , • :. . �'' . ��� . � GOLOR - PRA�7T � LAMBERT Z "GARI7EN BENGH 3-121 ° � SX OUTRIGGER BE�4M5 CfYP) � GOLOR - PRA�?T � LAMBERT ��GARDE'hi BENGH 3-121 " HEAYY TIMBER GO111MN � BEAMS � � GOLOR - PI�TT � 1.AMBERT - _ _ _ _ _ � �EL 80� 1 '-6�YVOOT� - i - - - - - - "GARDEN BENGH 3-121 ° � - - - - - - - - - - - - - - - - - - - - - � � . _ � N i ,- � . HOIZIZONTA�I. N600D SIDING � � / i \ GOLOR - �PRaTT � LAMBERT_ �� v � � , . , �. . . . . . . , i GARVEN BENGH 3 1 �1 � �C . � . , �: . . . ,� . . . .. � � � � i � . . . . . � . . . . . u� � • + ' � 1• ♦ ' . � l '�'.� n.1 .A. • • \ i Y• V I' � • . � . � . . . . . � . � . �. . ,. . . . . . . . . . , . . ,• ' , . '' � . .� • , • ?;>:�` . :<%y''�.°•..rdf �'�e��i.:.'tje . . . . I . � . . . � � � � � � � . � . .; . . � � . � . � � � . . '� � . r�,, ,. ' �:�.: . . .., . �. �: i � � i TYPIGAL EXTERIOR Y�lA1..L INSUI.A�TION • � � STIJGGO HEI•�D TRIM r� STUGGO 51DING ` �� � . � . � . . . . : . '� ' � . . . � 'n �. . � �� � i � ' �, . ' ;, , , . , . '' .,. . � • . . :� ' •..;; . . . : " . - � 1 . . . �; , .� . :�., . . . . (f�T PrLL EXTEi�IOR WALLS); C/� _ � GOLOR - 5T0 "MOGHA GREAM 1015° .� �� ::, 1. .'. . . .. . ; . .. .. , ' . . '�.. ': ��' �, � : . , � . . .. : : � ... : . r , . ; .i, . ;I � �� ,_ I� Q . . .; j. . : '�� - 5 R- 1q BATT INSULATION �,: .�, : . 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S C� � � I7 G �3 Fr�oNr s�~rea�cic � ,- � -�- � � I i � � � U � � � ( � � � � / � PROPERTY LINE � J � I I I I I I � I I I I I I ,,- - � �,: I I � = I �-' I I j � � � > ~ ` j ,,�- I � � I I I I t I I I I I I 1 ,;� I • � � I / � � � � I � � � i � � --�' I � ' I I I I I I I I I I I I -',.� '� I � j � I �,, '' I I , I � � � � I I I I I I I I I I I I r,-- '' I I � � � � -` i TYPIGAL ROOF INSULATION �AT ALL � Q � � � ROOFS); I j � '" - 5" R-25 EXTERIOR RIG ID FO�M � � � � � I I i � I I I � :-~ I INSULATION I ,� � _ 4�� gWE FOAM SPRAY-IN � -' �-- � I INSLU�TION BETYVEEN RAPTERS i � ,,.. � � I I I I I I I I I I -''� � I I I I .- ''� � ASPHA�LT SHINGLES j , � �- ' I I GERTAINTEED PRE5IDENTIAL TL SHP�KE � , � fl ..- i I GOLOR - „Y�IEATHERED WO�OD" i � � � � � � � � � � -� � � I � --� � I � -'" � � r r --' 3 �'''� � � I I I I I I I I I � ! I 12 II I I � I I � � r- _ _ _ _ _ _ _ _ T.O. PLYYVOOD ra� RIDGE � _ _ , 4-6" STONE GHIMNEI' Gf�P � �. % � 5 - ' ' i EL 8031 '-4 1 /2" i ,- I I I I I I I .�-- � � � 2 � - � � :_ .� - , , � „_._.---- HORIZONTRL WOOD 51DING � WINDOW BAY ' . . . . . . Y.,; . ' . . � � � . . . . . . . . . . . . . .. . . O . , . , ..._.-- GOLOR - PRA�TT � L.,4MBERT � f,� 'l - ' � i � ' . ` �` � . :�.r .. . .. �� �. . _ � "GARDEN BENGH 3-121 " - - - � � � _ ._. - • Z � , , - � - .. � � �.�` . :� . . .. . : �� �. ,•. , . . . � }( ���\ . � . . � . . . . . � . � J . � d � •^ . . •.• ; .,. � . . I . . . . . . . . . � /, . . . . . . . . . � . . . . . . . . . . . . . . . . / 'i" ♦ •� ��� ' ^�L���_;u,�V''�. ' .' ; ' ,• • � •• I � . . . . . . . . . . � . . . � /y �+�'� / /�+ �+ /� � 1 /''}�/Q . . . �•••Yrt I?•y' A • / ..,. . . . . . � � � � � � . � � � . . . . � � � . . � ' . . . � � . . . . � � . i / �. % .'� ..� , ' ' �.r � + . � h � :o�..?.r'� ;i.�;^y� '• . .'• . . . � . � . . � . . � ' . . . 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Cl�;, p;/i}i .. .4i•1.^1��r' •� } . . . . . � . � . . . . . � . . . . . . GP�R N B GH 3-1 � 1 , t ; . . . . . °,.:;r . ,:.:,,, . ,. .� .P,;.�,,,.. .<, {j... .:,. _,,,. • ,. �..: . • ,. , i � i T�E EN .. . . � . . � � . � . � . � . . • � . . • . • . . �.• ..r ' �p�i t :� " > •.} ".ti. . V �} .,� : • . , . . . i , I . . . . I . . . . . . � . . � . ( � . . . . . . . . . . . . . . . . . . � . . . `, .'i . � . . .. . + • . . . � , � I I � . . . � . � � . . . . . . . . . " . . . I . . . . � � . . � � � . . . . . � . . . � . . TRIM B�A►M5 (`TYP) � . ..;� . . . . . . . :, : ��� . . . , . . , , I55ue i7ate � � � = GOLOR - PRP�TT � LP�MBERT . � '. �: ; . � , . . .,, .,.,' . ; . . . . :, • • � � � � � „ ,� . :' �j � . . . ., � '�. . . . . . � . . . � i � i I I i I I DRB Submi55ion 05/10/05 � GARDEN BENGH 3-121 i . , � �- ���� • � . . . . . . , . ., :. • , '� � � � � I .: � � I L � � � � :i.. :' , : � � :. . � . . • : . .� . .. � , . . . i � /'"� � p �''�'�'` � GRFA� ,qnaly5i5 05/1 '1/05 . . . . . .r •, � . . . . . � � . . . . � ' .. � �.�. WNVI�L I {� . � . . � TYPIG,hL EXTERICR FLOOR INSULATION (AT • , . . . • .; �. .w .'� '. .; . . . . . .,.; � .: .� � � - - - - - - - - - - - - - - - - - - -- - - - -`_,-- _ � _ -� � � � , , �. �_ - - - - - - � ,� � ' . • '• .: ' .. ' . . :: : . . . . .. . . . . . . : . : . . , . : , . , . . . . . , . , : ` � ALL EXTERI�R FL40R OYERHA�NGS�; : ..: i•: : : •� ..::. .. .: . . :: .• ., : . : :, .. . f.:•:. ; . : : �: ; :� :�:>' ;' : : .:• : . . ' ..• ' °::. ; . ::: •; � E- - ,- _ _ -- - - - - - - -- - _ _ - - - - -- - - - - - -� - - - - - - - - - - - - - - - - - - -- - - - - - - - - -- -- -- - - - � - �- - - -, EL "199q -6 DRB 5ubm i 55ion 06/08/05 � „ � ; . • � � I� , ., •�, , • . ., � � . .. . . . I I '`�` • I I i I I I I � I - 10 /� R-38 BP�TT INSUL.ATIDN . '� .. . .� �; . . . � • , � , . :. . . , ; ;: .. . . . ' . . . - - - -- - -- - - -- - -- - - - - - - - -- - - - - - - - - ; � �- _ __ _ -� � � ' �: . • '�: . � � � t . ;A . „ �� ,. • • �•� , . , .. . . . � i i i I Buildin Permit O'1/01 /05 , . .. , . . . .. , , . , . . . . . . . . 9 . t . . . . . .. . � �.1 ' � . . , . . ��.. ��: .. . . ��;� . . . . . . . . � . � fir . . . . . ;� :; . . . . . . � , �. . � � � , r , . . . I • �t . . . . . . ,P . . � . . . I. � • . . . . I . . . � . . . . . . . . . . � . n ` i� . ! - . � . . . � � � '' • � .� t � • : �tii .` . . • . . � � . . . . . . � . � . . � . � t�` �i . z"i . � ' .. . _. ��t . � .. . � . • . . . •� �� ' � . . . � . � . . . . � . . � . . . I '• . : ,: . . .� .f • . • . . . . . . . . . . . , ��1 . _ 1 1 . . . . . . . . . � • . i , . . . . . . . . . . . . . . 4 . .. � � . . , . . . . , . . . . � . . . . , . . � . � � . . • .. � . � . • � . . . . . . � . . . , . . . � . , � . . . l . ' .. . ;. . . . . . � . ± . . � , : . � . '. . � •• , ' : . � , , ; • • � . . . � . . . . . . � . � � � . . . . � . . � . . . . . .._ . . � . ' �. ' ., `.� .. :� . .� � :'.� •.. � . : � �. • . ,• . . .� ,u . , ., . .. .•� , . • �, : . . 1 r r . T.O. PLYYVOOD - ' � � � I i � I � i I : _ _ - - - - -- -- - - - - - - - _ � EL "Iq96'-6° - - - - - - - - - - , Bu i g Permi rev s � ; � I � � ' ` . , ° ` , , � � Sx OUTRIGGER BEAM5 �TYP� _ __ _ -- -- -- - - - - - - - - __ _ _ _- - - - - - - - - - - - - - - - - - - - - - - - - - ; i ! I � { . . , , . . „ r I , , � � : .. r t : P . � GOLO,R - PRt4TT � 1.�RMBEI�T i � , � ' , � , , � . � r . , . . -: . . . ' : . .. v e _ v ' 1:. . . ,. .s « F . t , _ � w k . .��1�. �I7. ��' _ GRRDEN BENGH 3-121 i I � I ; I � i : I I I I i i ; � , � i � I . �,,I�• /� i i i I 1 , _ �/G' , „ , �a . . . A � _ :f::_ . :"L.d'� �.. . , t �. x v ..- .... � � � .1 ...._.. �.w c.. . 2 " STONE GAP � STONE YENEER � i � i � � i i � ► i , � � � . _ �,,,�-�- _ . , _ O 51DING � � . ; � , ; ; , ti , ���� � ' � � : � �, ,r . , q ; ; � i i _ . . , . � ob number: 04� � , T.O. GONGRETE - - - - - - - - - - - - - - - - - - STONE YENEER - "WYOMING M055 ROGK" r--r- -�- I I I � I- - -- - _ . - -- - - �- _ __ - - -- - - � -- - - . . - - - - I - '- - �- :i ' I � ' � EL '1990 '-6° mpP � � � � - - -- -- - _ � , Drawn by . � ,, � Ghecked by : i � i i i Dr�,uing Title : i i i i i i , i i i � i i , � i V�leSt E � eYat lOn . . - - - - - � - - - - - - _ _ _ _ _ � � EL "1986'-6° - - - - - - -- - __ _ -- -- - --- - r_ __ - --� -- , j � � _ _ l_ _ _r - -- -- - - - - -- - - -- -- - __ - _ __ -- - - - - - - - - - - - - - - - - - - - - I I I I � � � � _ �_ _._ __ _, I I I I ! - � - - - -� � � � � � � I I I I � � � � � � � , � � � � i � i Sheet Humber: _ , . i � i _ i i � i i i i i i i ii i � ~ . , i � • � I ( I I I I I ( I I li I � � < _ _ .� � ; � � : Y�1�5�' � L. �Y�TIO�I � v 1 5Gf4LE: %4 '� = 1 '-O" , ,,� . _ . . . . , DESIGN CRITERIA. LOT 40 ALPINE DRIVE JOB � 0�0� OS n . All lumber used in construct �on shaN have a maximum moisture content of 19�. ; , 2003 IBC FASTENING SCHEDULE TABLE 2304 . 9 . 1 o. Framing Notes: � � , � � � �� � � � � r � �. � .i� � �� � � � � � � � �M .r� � � � r � � � � . . • � ' �`•. Roof Live �oad ( Snow ) 100/80 psf 1 . Exterior walfs. - - - - - - -'� - - . » . . t » Roof Dead Load -- - - -- - - - - - - -- -- _ _ _ _ _ _ _ _ _ _ _ _ _ 15 psf A. All exterior walls are Zx6 studs C� 16 o. c . to a 'moximum hei ht af 12 -- 6 2x6 _ - �. ��. , • GONNECTION FASTENING °� "' LOCATION �. ° ° ,, Goroge Fioor Live Load _ _ - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - 50 psf „ . � � 9 » pQ ,� �� studs C� 12 o. e. to a maximum height of 14 - 6 . and ( 2) - 2x6 studs �1 16 to a �t� !� ,. Gnrage Fioor Dead Load - - - - - - - -- - - - - - -- - - - - - - -- - - - - - -- - -- - 65 psf , , , » , , _ „ . - �,.����� � ���� � � �°� '�� � . maximum height of 17 - 4 unless otherwise noted Walis taller than 17 4 shail 1 . ,Jo�s# to s�u or �rder 3 - 8d c mm • `� s � � ��'?� � °� Floor L � ve Load _ _ _ _ _ � - - - - - -- - - - - - - - -- - -- - - _ _ - _ _ - _ - - -- - - 40 psf . , . 9 » o » on tcenad � � �� � � �' '`` � � be framed with manufactured parallam studs, contact engineer for spacing 3 -- 3 x o.131 no�� D n ' T � '°� �° � �' Floor Deod Lood - - - - - - - - _ _ -= _ _ _ _ _ - -- - _ _ - -- - -- - - - - - - - - -- 30 psf , . . . . . . „ pC � / � � � r � requirements, if not �ndicoted on plon . Cap with a double top plate mstolied to 3 - 3 t4 a e sta te A � U f� L V � A T � 0 I V � ( � I , � �, � Deck Live Load -- - - - -� - - - - - - - -- - - - - - - - - - - - - -- -- - - -- - - - -- -�- 100 psf , . . . . . . . . 9 9 p � �� � � provide overlapping at corners and ot intersections with other partitions. if overiap 2, Brid in to st 8 Deck Dead Load - - - - - -- - - - -- -- - -- - - -- -- - - -- -- - - - - - - - - - - -- -- - - 15 sf . . . . . 9 9 10� 2 - d common toenail each end � � � P is not possible, strap top plates with metal strap ties ( S�mpson ST292 or 2 - 3" x 0.131 " na�� G' �� � � ' � �nd ( 3 Second Gust ) 90 m h Ex . B - - - - - - - - _ � _ - - - - -- - - - - -- -- - - - - - -- -- - - - P C P ) � . . . equivalent ) . g 9� P J' . Seismic Desi n Cate or -- X PT , .e:a'� � � � .�a 2 - 3" 14 a sta 1e '°�.� o �°° ���°° - - - - -- - - - - - - - - - _ -- .... - - - - - - - - - - - - - ANCHOR BOLT g g y E EM B . Gabie-- end walls shall be balloon - fromed to the bottom of rafters or end- wall » » . . _ A . B . �Q�� � ��� r_ IBC/IRC Edition - 20�3 . 3. 1 x fi subfloor o� tess to each pist 2 8d common face naii A . F. F. ABOVE FIN { SHED FLQOR - - - - - - _ _ _ _ _ � - - - - - - - - - - - - - - - - -- - - - - - - PP Y 9 � trusses untess a roved b en ineer. . ,. � 4. Wider than 1 x 6 �ubfloor #o eoch joist 3 - 8d common face noli A . F. G. ABOVE FINISHED GRADE � kr :� x � °°� _� � r � . C. Floor or roof framing members must be aligned to bear within 5 inches of the „ , FOUNDATION , DESIGN . 5. 2 subfloor to joist or girder 2 - 16d common blind and face nail ADJ. ADJUSTABLE . . . . . . studs beneath . a . Desi n of individual ond continuous footin s is based on a maximum allowoble bearm ressure • . . • • • » . � � .� ANCH . ANCHOR 9 9 9 p D. Provide 7/16 thick APA roted ' sheothing (plywood or OSB } rQted 24/t6, exposure 1 , 6. Sole plo#e to �o�st or btxk�ng 16d at ts o.c. typ�ca face a� of 150� sf dead load lus full live load . . . . . . . . » » • » . p � . , p � . , at exterior face of exterior wa{ls. Block oll horiaontal ints and na �l anels with 8d � 3 x 0. 131 na �l at 8 o. c. APPROX. APPROXIMATELY b . Foundation and retainm walls have been desi ned usm o lateral ressure of 60 cf. , � » �°. , P 3" � 4 a e sta �e at � 2" o. c. , 9 , 9 ,9 P P nails spaced at 6 along panel edges and ot 12 dlong mtermediate supports. 9 9 P ARCH . ARCHITECT c . Footmgs sholl be placed on the natur4l undisturbed soil , or compacted structural fill per the . ,, . . . . BD . BOARD • E. Prowde ( 3 } - �.x1 � headers over aU door and window openmgs, with one 2xfi trimmer So�e p� ate ta joist Qr b� ock�ng at broced ,. � E-- o0 recommendations of the geotechniccal engineer, below frost depth . , . . . 3 - 16d per � 6 braced wa� � pane� s BLDG. BUILDING � v c.� . . . . . • • and one 2x6 king stud each end � unless otherwise mdicated wa�� pane� � M » . ,. •- .- d . Th �s foundation hvs been des �gned according to the design recommendations set forth � n ; . . . . _ . (4) 3 x o. 131 na�1 per 16 N • . . F, At beam bea� rng locotions in stud walls, provide mult �ple stud posts equal to width » » BI.KG. BLOCKING o 0 geotechnical report #04188 by LKP Engineer�ng , Inc. The contractor shall follow the . . (4)- 3 14 gage staple per t6 M . BEAM � � Z 00 t° C° construction re uirements from this same re ort . of bearing member unless noted otherw� se. B -a ¢ o 0 , , q . , P . • 7. Top plate to stud 2 - 16d common end nail U . Pr v 2. tnterior Load Bearmg Wolls . _ » » � ca rn rn BOT. BOTTOM o °p 00 e o ide continuous foundotion drains around the perimeter of all basement walls and at the , , , , „ 3 3 x o. � 3� r,aii Z -� W • . . . , A. Inter�or load bearin walls are 2x4 or 2x6 studs as �ndicated on lan C�t 16 o. c. _ M B . O. IM. BOTTOM OF WALL ,� I I base of retainmg wofls. . Contact geotechnical engineer for details. „ 9 . � . P ) 3 3 14 9oge staple � z M r� f. Provide crawl s oce ventilation er 1BC re uirements. with 1 /2 gypsum wallboard both s�des unless noted otherwise. Cap with a double _ . BRG. BEARING � p , z r. r. , P p . . q , . . . . . . . . 8. Stud to sole plate , 4 Sd common toenoil (n � � rn A re resentative of the eotechnical en ineer shall ver�f soils conditions and t es durm top plate installed to prov�de overlapping at corners and at mtersections with other _ » � • CANT. CANTILEVER � F- 9 ' P 9 . . 9 . . , Y , YP 9 . . . . , 4 3 x 0. 131 nad F- W �,,.� excavation . Reporf any discrepancies from or� inal f� ndin s to structuro{ en ineer for re- partitions. lf overlap is not possible, strop top plates with metal strap ties 3 _ 3" � 4 a e sta � e � C. J. CONTROL JOINT Z a' � .-� r� x . , , 9 g g . , 9s P evaluation of foundotion desi n . ( Simpson ST292 or equivplent) . CMU CONCRETE MASONRY UNIT Q � o � r° `'� � , 9 . _ , , , , � �� �.. h . Backfill around and above structurat buttr@sses and retoinin walls shall be compaction - tested B . Floor or roof framing members must be aligned to bear within 5 inches of the � • CEM . CEMENT � 4� 00 � `�'" 9 2 16d common e�d nail J er the recommendations of the eotechnical en ineer. studs beneath . . » . q� . P . . . . 9 9 3 - 3 x 0. 131 nail CL� . . . . . . . . „ CEILING � � i . Do not backfill agamst retaming walls until supporting elements are �n place and securel y C. Prov�de 2 - �x10 headers over all o enin s m wall , with one 2x4 or 2x6 trimmer 3 - 3 14 gage stap� e C E N T E R L t N E •- � . . . . . . . . � ) , P 9 . �. � o, anchored , or adequate shormg is installed . Concurrent backf� lling of each side of a retaining and one 2x4 or 2x6 king stud each end, unless noted otherwise. 9. Oou le studs " face nail LR . �EARANC Z . . . . . . . . . . . . . . b 16d at 24 o.c. C C E C waU to final grades as indicated on plan or sectron is required unless temporory shoring is Q. At beam beann locations m stud walls, rovide mult � le- stud osts e ual to width » - • M p r- r. . . 9 . P P P q ` 3 x 0. 131 n ,ai1 at 8 �o. c. �OL. COLUMN N oo rn �., installed. of bearing member unless noted otherwise. 3 � 4 a e sta �e at 8 o.c. U N u� r� . . . . . . , 9 9 P _ Verif t e of fi11 with soils en ineer and structurol en � neer rior to backfillin . . „ CONC. C ON C R E T E � � a, � �. y yp g g p g 3 Floor Gonstruct �on . 10. Double top plates 1fid at 16 o.c. typical face nail � � r- • � h • p • » „ » „ CONN . CONNECTION L �r � I I A. Provide 3/4 t ick A A rvted Sturd � floor rated at 24 o. c . , tongue and groove, 3 x o.13� nail at � 2 o.c. c� a� . �. N » CONT. CONTINUOUS 3 X �. d. REINFORCED CONCR � TE : ex osure 9 . Glue and noil onels to all su orts with 8d nails s aced at 6 alon 3 14 gage stople at 12 o. c. -� o P P PP P 9 CONST. CONSTRUCTION v o v rn rn . . » . . » anel ed es and at 12 � along intermediote su orts. Install sheathin with lon m ...�. P . . 9 . . . , , PP 9 9 C . P . CRIPPLE POST � � .. a Concrete design is based on the Bwldmg Code Requirements for Reinforced Concrete ( ACI dimension er endicular to �sts and end oints sta ered . �oub�e top p�ates 8 - 16d common Iap spt�ce L . -� o X , P P , Ja , , 1 99 , . _ „ „ . DBL. � OUBLE � �? Q '� Q 318) as adopted by Chapter 19 of the 2003 IBC . B . Provide solid blocking between floor oists at all bearm locat�ons. Blockm material � 2 3 x o. � 3� na�� � � rn �.. . . . . . . . J 9 9 ,. . DET. DETAIL � > ....� b. Structural concrete shall have a minimum 28- day compressive strength of 3004 ps � . � shall match the floor �oist moterial . � 12 - 3 � 4 goge stap�e typ�cal face natt c . Concrete shall be ro ortianed usin T e I -- II sulfate- resistant cement. Admixtures containin , • , , , _ . DIAG . DIAGONAL . P P 9 YP 9 4. Roof Construction . 11 . Block�ng between �o�st or rafte�s : 3 8d common #oenail chloride salts shall not be used . A. Provide 5 8" thick APA I ood sheathin rated 40 2�, ex osure 1 . Instalf op p� �tg 3 - 3" x o.»ti " nai� DWG. DRAWING . , . / , P Y�► , 9 � P , . to # � d . Cold weather concreting procedures shall be provided as recommended m the ACI Manuol of sheathin with lon dimens�on er endicular to rafters or trusses and end o�nts 3 - 3 14 goge �tap�e DWL. DOWEL Goncrete Pra tice. g . g P p ,, » � . . . „ G staggered. Nail with 8d nails spaced at 6 olong panel edges and at 12 along � 2. R�m ,�o�st to top Plate &! at s (152mm ) o.c. toenail EA . EACH e. Anchor bolts for beam and column bearing plates shall be placed with setting templates . . � 3" x �.131 " nvil at s" o. c. E . J. EXPANSION JOlNT . . . . intermediate supports. f. Expansion bolts shall be locoted ot a minimum of 6 bolt diameters from concrete edge and , . . . . 3" 14 a e sta le ot 6" o. c. V TI N B . Plywood shea .hmg shalt be applied continuously over the primary roof inembers s 9 p ELEV. ELE A 0 . spaced at 10 bolt diameters unless noted otherwise. • • • � 3. Top plates, iaPs ond tntersections 2 - � s� common face naii ENG. ENGINEER . , � „ . . . (rafters or trusses) below overframed areas to provide adequote lateral stability. „ „ g. Anchor bolts for wood si (I plates sha( I be placed at 4 0 maximum spacing with one anchor . . . . . 3 - 3 x o. � 3� na� E UIP . EQUfPMENT „ . . . C. Provide w �nd/se �smic anchors at supports for all roof Joists dnd trussed rafters. ,. Q bolt at 12 from each end or corner and a minimum of two anchor bolts per piece . See nailin schedule. 3 - 3 14 gage staple EQUIV. EQUIVALENT . , g . „ h . Concrete floor slabs on grade and on metal decking or plywood supported by frcammg shall 14. Continuous header, two pieces 16d common 16 o. c. along edge EXSTG . EXISTING , , , , , „ . . . D . Provide sol �d blocking between roof rafters , trusses and lookouts at alt bearing have sawn or tooled control �oints at a maximum spacing of 15 -- 0 m each direct �on . locations. Bl �ckin material shall match rafter truss chord or lookout matericrl . � 5. Ceiling joists to P� ate 3 - 8d common toenai� EXISTING Loc4te control 'oints alon column rid lines where ossible and rovide slab isolation 'oints • 9 ' ' ' » � E} J 9 9 P P J 5. Wind Bracing : EXP . around columns . 5 - 3 x o. 13� na�� EXPANSION A. Walls over 4 feet long which are sheathed with 9YPsum wallboard on both faces ond 5 - 3" � 4 gage staple EXT. i . Concrete coverage for reinforcing steel : . . . . . . , s , EXTERIOR ore indicated os shear walls on plan have been designed to resist wind forces in 16. Contmuous header to s#ud 4 8d common toena�� �� 1 . Concrete cost against and permanently exposed to earth = 3" accordance with Table 2306. 4. 5 of the 2003 IBC. . . . . - . F. D . F1.00R DRAIN 3 16d common minimum, Tpble 2308.10.4. 1 face nat� FDTN , FOUNDATION 2. Concrete exposed to earth or weather: » � 7. Cedmg Joists, taps over partions _ . » . B . At shear walls, screw 1 /2 gypsum wallboard to all studs and to top and bottom 4 3 x o. � 3� na�� FLOOR 5 bar and smaller = 1 1 2 " fi throu h 18 bar = 2 " . „ ,� . • (See Section 2308. � 0. 4. 1 , Table 2308. 10.4. � } _ » _ F�R . # � , # 9, # lates with 8 x 1 1 $ dr aU ' screws at 7 maximum s acin 4 3 � 4� gage stap�e FRAMING 3, Concrete not ex osed to weather or in contact with raund: P . � � � . . . P 9; - . . FRMG. � P . . » 9 » C . Exterior plywood or QSB wail sheathing is required unless specifically deleted by . 3 - � sd common minimum . 7ae�e 23os. � o.�. � face noi� � _ . 18. Ce1Ung jolsts to paratfel rafters » „ FTG. FOOTING � Slabs, walls, �oists 3/4 geams, columns 1 1 /2 engineer. 4 - 3 x a. 131 nai� �AUGE (See Section 2308. t0.4. 1 , Table 2348. 10. 4. 1 ) » GA. 4 - 3 14 gage staple EINFORCING S EEL: . _ • GALV, GALVANIZED � R T �.I�.UCTURAL GLUF� �_ A�ll��.�.I�.D TIMBER . 3 8d common toene�l 19. Rafter to plate 3 -- 3" x O. t31 " nail GEN . GENERAL �. ^ . . . . . . . . , W see sect�on 23os. � o.y, Table 2308.� 0.� GLUE- LAM a . Deta � ling , fabricotion and placement of reinforcing steel shall be m accordvnce with the ACI • • • . � � 3 - 3" 14 goge stnp� e G. L. , a . Materials, manufacturer and quality control shall be m conformance with AITC Product � Manual of Concrete Proctice. » . » GYP . GYPSUM /GYPCRETE . , , . . Standard PS 66- 82, Structural Glued Laminoted Timber . » . 2 -- sd common face no�� b . Exce t where otherw�se noted on the drawm s reinforcm bars shall conform to ASTM • • . • . . . 20. 1 diagonol brace to each stud and p�ate _ » » . AL.L LUMBER GONNECTORS IN DIRECT D . HEA ER P 9 � , , 9 , b . Laminoted members shall be fobricoted using Douglas Fir w � th the following combination 2 3 x 0.131 no�� H R Q � eci�cation A615 and shall be rade 6!3 exce t ties, field bent bars where ermitted b note . 2 _ 3» � q, a � � CONTACT WITH PRESSURE-- TREATED HORIZ. MORIZONTAL � 9 . p p y symbalS. 9 ge stap on plan , or bars to be welded , which shall be grode 40. . � » . . LUMBER SHALL HAVE A SIMPSON ZMAX HT. 24F- V4 S�t'1'Ipte - SpCIn beams 21 . 1 x 8 sheathing to each bearu�g wall 2 - $d common face nail HEIGHT � c . At splices. lap bars 44 diameters. Do not weld or use mechanical spiicing devices unless _ • • „ » . FINISH �R EQUIVALENT N . N ERIOR � 24F V8 Cont� ttuous or cant�lever beoms 22. wder thdn 1 x 8 sheathing ta 3 - 8d common face nail I T I T � specifically approved by engineer. - . w, . . . , 3 Columns each bear�ng wali , N CTI N CH OULE INV. INVERTED d. At corners , make horizontal bars continuous or provide corner bars. Around open �ngs and CO NE G S E � , . , , , „ , c. All members shall be Architectural Appearance Grade, unless indicated otherwise by the 23. Bu�� t-u corne� studs 16d common M K K1NG STUO � � ste s �n concrete rovide 2 - 5 bars extendin 2 - fi be ond ed e of o enm or ste . • p 24 o.c. � P � P t . ) # � y 9 Y 9 P 9 P architect. . .. „ JO1ST , 3 x �. 131 noil 16 o.c. � SIMPSON H5 JST. ^ e. Extend reinforcmg steel a minimum of 2 - 6 through cold �omts. Unless specifically located d . Protect members from dama e or ex osure to moisture rior to and durin construction . M n � . . . . . . . . 9 P , . P , 9 3 14 gage staple 16 o.c. LAM . LAMINATED i-� on plon or details, coordinate cold �oint locations with engineer. e. Adhesive shaU meet the requirements for wet conditions af service. � Q 51MPSON LSSU214 24. Built-up gkder and beams 20d cornmon at 32" o. c. face nail ot top and LLV LONG LEG VERTICAL � f. Welded wire fabric shall conform to ASTM Specification A-- 185. Lap welded wire fabric a f. Do not camber laminated members unless indicoted on the drawin s: » » . » � � . . n f I h w i . h II wire t h . g ; 3 x o. 131 na�l �t 24 o.c. bottom siaggered on �C, SIMPSON LSSU21 t)-- 2 LONGIT. LONGITUDINAL _ minimum of o e u I mes plus t o nches Lops s a be d oget er ,. . . . Metric bar s�ze conversion toble: 3 14 goge staple a# 24 o. c. oPPos�te sides � g STRUCTURAL STEEL: LTWT. LIGHTWEIGHT Q SIMPSON LUS210- 2 � LVL LAMINATED 1✓ENEER LUMBER � 2 - 20d common face nail ot ends and at LSL LAMINATED STRAND RIM MATERIAL. �; �T�,IC. #1 � #13 #16 #19 #22 #25 #29 #32 #36 . . . . � ,. » �E SIMPS4N ITT2 . 1 /1 � . 88 a . Structur�i steel shall be detailed , fabricated and erec�ed in accordance with the most current 3 3 x o. 131 nai� each sp� tce MAX . MAXIMUM � U� #3 �4 #5 #6 #7 #8 �9 #10 #11 editions of AfSC S ecifications and Code of Standard Practice. 3 - 3" � 4 gcge stap� e P , �F SIMPSON U610 MECH . MECHANICAL b . Structural steei W shc� es shali be ASTM A992. Other rolled sha es, mcludin lates and Q ' P P 9 P 25. 2" planks 16d common o# each bea�ing � an les shall be ASTM A36. Tube sha es shali be ASTM A500 rade B. Pi es shaU be ASTM � . . G SIMPSON LUS210 MAT L MATERlAL . 9 P 9 P 26. Collar t�e to rafter . 3 - 10d common face nait 0 MANUF. MANUFACTURER A53 grade B or ASTM A501 . . . . . . , 4 , 3" x o.� 3� " naii � STRUCTURAL WOOD FRAMING: c. Tube sha es are actual s� ze as ' s ecified on lan . Pi e sizes indicated on lan are nommal _ » . Q SIMPSON MIT411 . 88 MIN . MINIMUM P P P P P , 4 3 14 gage �taple face na �l a roximate inside diameter and refer to A{SC i e schedule dimensions. (N } NEW � I NOT USED ., , „ , �, , t PP w , P P . . . 27. Jack rafter to hip 3 - 10d common toenail � NOM , a . Except where noted otherwise, all 2 nommal lumber, except studs, shall be Douglvs ir Larch d . All bolts used in steel imming sholl canform ta ASTM Spec�fication A325. Anchor bolts and 4 _ » » • NOMINAL . . „ . . , , , ,, 3 x 0.131 nc�l - -1 #2 ond better, and all solid timber bec+ ms ond posts 3 nominal and wider shall be Douglas bolts used m timber co� nections ma be ASTM A307. Bolt sizes sholl be 3 4 diameter ; 4 - 3" 14 a e sta �e Q SIMPSON HU11 w/ ( 4�) -- 10d NAILS O. C . ON CENTER M� y � 99 R � Fir- Larch #2 . unless � oted otherwise . a . _ . , , OPNG. OPENING � b . Studs shall be Stud grade and better pouglas Fir Larch or Hem Frr. • • „ • • ` Q SIMPSON HU5. 31 /11 psg ORIENTED STRAND 60�►RD e. Typical fromed beam cannect �ons shali consist of poirs of 1 /4 angles usmg the maximum 2 16d common face nai� �j c . Built � up posts shall consist of Douglas Fir- Larch or Hem Fir #2 or better 2x4 or 2xfi studs . _ . . . ' 3 - 3" x o. 131 " nai� I SO LU 10 PLATE . , „ number of bolts called for m Table 11 A of the AISC Manual (ASD Ninth Edition } . » Q S MP N S2 R. er lan and shaN be nailed # o ether with 2 rows of 16d nails � 6 on center alo� each . » . . » « » » . » , 3 - 3 14 a e sta Ie , � P P 9 9 f. �x p a n s �o n b o l t s s h a U b e w e d g e t y p e H �I t� o r R 4 w l o r S i m p s o n , o r c t p p r o v e d e q u i v a l e n t 9 9 P PLYWD . PLYWOOD stud . , _ . Q SIMPSON MIU4. 28 /11 � with the fol { owing m �nimum embedments. 28. Roof rofter to 2 by ridge beam 2 - 16d common toena�� R . O. ROUGH OPENING � d . Built- u beams consistin of multi le 2x members shall be nailed to ether with two rows of � . » - » • P 9 P 9 3 - 3 x 0. 131 no�l RAD . _: • „ • ,, . 1 /2 diameter - -- - - 2 1 /2 „ Q SIMPSON ITT2 . 1 /11 . 88 INVERTED RADIUS 16d nails spaced ot 12 on center, or w � th two rows of 1 /2 diameter thru - bolts spaced at .• . » 3 - 3 14 gage staple REF. REFERENCE „ 5 8 diometer - -- - - 3 � 24 on center. � ►, . „ Q SIMPSON HUC9 REINF. REINFORCE REINFfJRCEMENT w • • 3/4 diometer - - - - 4 , , � � e. Top and bottom plates shall be Douglas Fir- Larch or Hem Fir #2 and better. Plates placed . „ „ „ „ „ . „ 2 - � sd common face na�� R D R 1RE _ • g . Epoxy anchors called for on the drawmgs shall be Epcon or Rawl or Simpson or � _ » » �P SIMPSON LSTA24 EA . SIDE OF 6x12 EQ EQU D � directly on concrete wolls or slabs shall be pressure treated Hem Fir #2. . . . . . . 3 3 x o. t37 na7 RET. RETAINlNG i ' i r r m nr w II sh II r on r aPProved equivalent anchor systems. Minimum embedments, if not specificolly indicated on 3 - 3" � 4 o e sta le f. Wood beams beor ng in beam pockets n conc ete o aso y a s a bea a t eated . . � . . , . . 4 4 P REV. REVISI �JN 2x6 earin block. Provide � " clearance oround end of wood beam . Btock a ainst sides of the drawings, shalL be accordmg to the manufacturer s speci �catio� s . 2s. Jo�st to band �st 3 - � sd cornmon face nai� b g � 9 h . All welding shall be done by on AWS qualified welder. , �° _ » ,. R . S . ROUGH SAWN beam pocket with treated 2x blocking to provide lateral support for beam . . . . � . . „ . . - 5 3 x o. 13� natl � thin floor 'oist s ace b neoth solid or built- u columns noted on lan blockin of area i • Delay perintmg w� thm 3 of f�eld welds untit welds are completed . 5 - 3" 14 gage stapls SCHED , SCHEDULE g . � p s e . P . . p S � . . 9 . . . . , SECTION e uivalent to column above shall be rovided . Door or wmdow trimmers consist �n of a sin le 1• Where corrosive soii canditions exist, steel angles �hat are used to support exterior stone 30. Led er stri 3 - � sd common face nail SECT, q . . . p . • g 9 veneer shaN be alvanized and shall be ottnched to the foundation with olvanized or g P _ » � SHT. SHEET stud do not require special blocking m the Joist space. , '9 , 9 4 3 x o. 13� nat� - . . . . . . . . . �o . . � stamless steel expansion anchors. ' 4 - 3 14 a e sta te SIM . SIMILAR h . Except os noted otherwise, mm �mum na �ling shall be prov�ded os spec � f�ed in the Nailing . . 9 9 P » . k. All grout benedth colurrm base plo #es and steel beams at bearing sholl be non -- shrink , non -- b „ S. i . P . STRUCTURAL INSULATE� PANEL Schedule on the drawings ( 2003 IBC Table 23�4. 9 . 1 � . , . . . • 31 . Wood structural panels and particleboard: 1 /2 and less $d`� (per KRM)� i . Bol used for wo fr min c nne tion shaH be install d with sta dard washers an nuts. metallic type grout. Gr�ut shal { hove a mmimum compressive strength of 2500 psi . � subfloor, roof and wai� sheathin 2 3 " X , � � M i� � SPEC. SPECIFICATION ts ad a g o c s e n d g /8 0 3 na � '. Unless noted otherwise steel connectors such as those manufactured b the Sim son ( to framing�: 1 3 /4" x 16 gage ° SQ . SQUARE � ' . . . . Y P 19 32" to 3 4" 8d d er KRM q ' C o m p a n y s h a l l b e u a e d t o �o i n r a f t e r s, �o i s t s o r b e a m s t o o t h e r b e a m s a t fl u s h - fr a m e d G E N ER A L E Q U I E M E N T S: � � / (P, ) » STD . STANDARD . . . . . . . . . � � � 3/8 x 0. 131 nailP conditions. Use all specified nails. Connectar conditions not otherwise noted shall utilize type » a STL. STEEL ' �'pH , . . . . . 2 � s �,age desi ned b � U or type HU hangers of a size specifically designed for the member supported , as shown in a . Structural erection and bracin : The structural drawin s illustrate the com leted structure 7 8" to 1 " sd� STRUCT. STRUCTURAL g y a , . , , . . . . '� . . g p • � M TN r. the manufacturer s published tables. Contact structuraf engineer for deta}Is as required . w �th oll elements �n the � finaf positions, properly supported and braced . The contractor, m T TRIMMER drQWn b T' k . Wood nailer lates installed on steel beams or concrete wafis for to - flan e han ers shQll be I ' ' ' ' ' ' 1 1 /8" to 1 1 /4" 10dd or 8d° y �„� , p , p g , g the proper sequence. shaf provide shoring and bracmg as may be required durmg construct�on , _ ,, s q T&B TOP & BOTTOM *.�; ri ed to motch the width of the wall or beam fian e. Nailer Ivtes su ortin ta flan e • • • . . S�ngte Floor (combination subfloor 3/4M and less 8d (per tcRM) TON E & GROOVE CheCked by PP 9 P PP 9 P 9 to achieve the frnal cornpleted structure. Contoct structurol eng�neer for consultat� on ( not m . , T& G GU cv . . . underlayment to frammg). 7/8 to 1 � 8d a e � hangers from one side only shall be mstalled flush w� th the face of wall or beam flange at controct) os required. � � e to � � 4 � od or ad T. O. C. TOP OF CONCRETE . a the honger locations. b . Dimensions: Check oll dimensions a ainst architectural dr4win s rior to construction . Do � f T. O. F. TOP OF FOOTING ISSUed N I . Manufactured joists shall be from an opproved manufacturer and shall be equivalent in load - 9 g P 32. Panel siding (to framing) � /2" or les� sd' , r, . . . . . . . . . not scale , drowings. . _ , 5 8" 8df T. O. L. TOP OF I.EDGE T- carr�nng capacity and deflection cr� teria to TJI 210 OR 36 (3 series Joists in the depths and c Construct�on practices: General contractor is responsible for means , methods, techniques, � T. O . M . TOP OF MASONRY � spacings indicated on plan . Prov� de blocking , bracmg , web stiffeners and other accessories cas a • • • • o • n PERM � T � 71� 6 ,� � �J � , sequences and procedur�s for construction of this pro�ect. . Notify structural engmeer of 33. Fiberboa�d sheathing: � /2 No. 1 � gaqe roofi�g na�� T. O . TOP OF 3 required by the manufacturer. omissions or conflicts between the working drawmgs and ex� sting conditions. Coordinate sd common nait RE �/ISE [� Q7 2 $ Q �J .v . . . . . . . . No. 16 gage staple' T. 4. W. TOP OF WALL _ , � � m . Laminoted veneer lumber ( LVL) shall have the following m � nimum properties. requirements for mechanical /electrical /plumbmg p�netrations through structurol elements with » • n v 1 . Flexural stress - - - -- - - - - -- 2600 si . . . . . . 25/3� tvo. 1 � gaqe roo�inq na�� THRU THROU �H REVISED t� 8 1 � O �J �" - - ` "' - '" �' �' �" "' - - � - - ' - ' - � " - -' �' Jobsite safet is the sole res onsibilit of the contractor All methods � � w P structural en in �er. . �a 2. Modulus of elosticity � .� - _ _ - - - - - - - -- - - - - - - - - - - -- - �- -- - - 1 , 900, 0(30 psi g , Y . P Y � , sd common nau � _v� . . , used for construction shall be in accordance with the latest editions of the IBC IRC. TRANSV. TRANSVERSE � ,_ 3. Tension parollei to grain -- - - - - - - - - - - - - -- - - - - - - - _ _ -- _ _ _ _ _ -- 1850 ps � / No. � s 9age stap�e TS TUBE STEEL COLUMN . . _ , d. betails not specifically shown on the drawings shall be constructed in a manner similar to the 34, �nterior onelin 1 " j cn 4. Compression parallel to grain - -- - - - - - - - - - - - - - - - - - - - -- - -- - - 2510 ps� . . . . . . P a /4 4d TYP . TYPICAL � , , - - detoils that are shown ior like conditions. These � tems shvll be brought to the attention of 3/s" sdk Com ress �on er endicular to rain arallel to lue line - - - - - - - - - - 750 si U . N . O. UNLESS IVOTED OTHERWISE � � 5• � P P P - - r - - - - 9- - CP- - - - � � 9_ � ) P the structural engineer as soon as possible for approvdl . APproval shall be obtained prior to ,� � A - - -- - - - - - .� _ _ _ _ instvlla #ion . �, 6 . Horizontal shear 285 psi NOTES TO TAB�E 2304. 9.1 VERT. VER L 'n 7. Connection of multi le- member beams . . . . o �: P e. ( t is the responsibility of the controctor to contact the structurat engineer at the appropriate For SI. 1 inch = 25. 4mm . 2 3/8" x 0. 113" nails and 3" x 0. 131 " nails are standard 8d and 10d Gun nails. V. I . F. VERIFY IN FIELD � A. Top -- loaded beams time to erform site observatio� s visits. Observation visits to the 'obsite b the en ineer are ' W. F. WIDE FLANGE Z • N • • P � y g a. Common or box nalls are permitted to be used except where otherwise stated. .... i } F+or members 12 deep or less , noil ecach member to the nex � with 2 rows of for determinafiion of general conformance with the construction documents and shall not be , N � • W. P . WATERPROOF Y , „ , , b ai s spaced at 6 inches on - center at edges. 12 mches at intermediate supports except 6 inches at supparts where � , � 16d na � ls at 12 0. �. �onstrued as inspection . spans dre 48 inches 'or mor�. For nailin of wood atructurol anel and crticleboard dia hro ms a�d sheor walls, W. W. F. WELDED WIRE FABRIC � " r r ter han 12 " ee nail each member to the next with 3 f. Thou h ever effort is rnade to rovide v com lete and clear set of construction documents �efer to section 2305. Naila for wal� shea #hin ore ermitted to be common box or cosin . 9 � W . WOOD n ) For membe s g ea t d p , 9 Y P P � g P . 9 D 's discreponcies or omissions may occur. Release of these drawings onticipates cooperotion and c. Common or deformed shunk, y� � -�-N � rows of 16d nails ot 12" o. c. / �y d. Common .� 6. 5ide- looded beams continued communication between the contractor, architect and engineer to provide ' the best . �ef e W/0 WITHOUT Sh �et p • • • poss�ble structure. These drawings hove been prepared fior the use of a qualified controctor � orm d shank. i ) For two or three member beams, nad each member to the next with 3 rows of , , , , , f. Corrosion -re�istant siding or casing noil. � i a 12" eXperlenCed �n the construction techn � quss and systems depicted . ' g. Fasteners spaced 3 inches on center at exterior edges and f> inche� on center at intermediate supports. ,_ 16d na Is t o. c. Q. .. . » . h . Corrosion-resistant roofin nails with 7 16- inch diameter head and 1 1 2 inch len th for 1 2- inch sheatfiin and �: �� `�`� � � . ."�� � � ��:�°��. - n For four member beams bolt throu h with 2 rows of 1 2 diameter bolts at 4 � � 9 � g � -� �5� ����� ,> ,�� , � � � �$��:� 4� � Q � � 9 � 1 3/4 inch length for 25/32- inch sheathin �" � . � � r � ��� � � �.�.� ���� 9w u�� �a Llr� `u�: MY� �W.__ .a ' u u< 0 12„ o . c. i. Corrosion- resistant stapies with nominal 7/16-inch crown and 1 1 /8 inch length fo� 1 /2- inch sheathing and 1 1 /2 inch - � � iii For members consistin of more than four mem bers con tac t s truc turo l length for 25/32- inch sheothing. Panel supports at 16 i�ches (20 inches if strength axis is the long direction of o � . 9 ' the panet. unless otherwise mariced). �° � � �. � � � • -� � enC� ln68t'. - ' Casin or ffnish nails s pced 6 inches on anel ed es 12 inches at intermediate su orts. ��� � � 9 P P 9 � o ; k. Panet supports os 24 incfies. Casing or finish nails spaced 6 inches on panel edgesp 12 inches at interme�iate supports. co � ' I. For roof sheathin a licotions, 8d nails are the minimum re uired for wood structural anel� ��-� � x�� �� t�. e� {`�� ,_�`� � 0 9 PP q P `�� �e� � `� G��e.;� �, ��:.x� ww� ,� � ,,� Staples shall hav�e o minimum crown width af 7/16 inch . � �� � � �� ;e..���� . �t n. � For roof sheathin a lications. fasteners 9 PP � sPaced at 4 inches on center at edges� 8 inches at intermediate supparts. ��� �'� � � � 2 0. �asteners spaced 4 inches on center at edges, 8 inches at mtermediate supports for' subfloor and wall sheathmg and 3 _ . . , , � inches on center at ed es 6 inches at intermediate su orts for roof sheathin . � : ; !- , 9 . PP , . 9 , . � -- p. Fasteners spoced 4 inches on center ot edges. 8 inches at mtermediate supports. „ ; � � � . e o50 � - 08 � q. Items noted as "per KRM" have been +chonged from the IBC s�chedute to a more restrictive requirement. # ; 'S , � n , . 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T, O. F. 4" T. O. W. _- 88' - 9 , TOP & BOT. ° 9 . T. O. F. � 83 - 83'- 2 � � . , , S6 , �, � T. O. F. ° � 4 d ° �` - T. 4. W. = 96 — 3 3 /4 � ` � � ' � w A "� � � . . ' N � �. T. 4, F. = 86 ' - 2 „ � 4 � - � , , o � - �`- - .a � . - � � � 1 � 8 86 -- 6 � ,�, T. O. SLAB � _ 6 � � � I $ - ' 4 I - � PERIMETER DRAIN PER » �� ., . � T. O. W. -- 104 -- 3 3/ , �,,, C,� 6 8 6 � � � �J S6 T. 0. F. = 86 - 2 � SOILS ENGINEER I � co T. O. W. ` = 98' -- 3 3/4 ! 6 » 11 ` I � . R » - � r _ ' _ 2 3f4 �' � _ $ �. t� T. O. F. - 86 2 S5 S5 1 � , :. _ , � .. .. � � _ " , � � , _ 12' _ 5 1 2 " q.',. g � 2" , �� 1 SCALE . 3 4 -- 1 � u� 2 7 8 0 I � � 8 1 D - 4 ( I -�� � ��'� ; ° S2 T. O. W. = 111 '- 3 3 4 I -1 , � � 86 - 2 � ---- T. O . 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O. W. = 9 �' - 6 10 10 Q � = }� cfl S5 ` , � I ( �.. � � cD � I T. O . F. — 86 2 S5 �M N � . . . . . � . . . . . . . . . , . . . . . . � w . . . . � . � . � . � . � . ^ . w . . .. O . : � . . . . . . . . . � . . � � . . . . �. , . . . . . . . . . . � . � . . . . . . � . � . . . � � � . . � . . . . . . . . � .. . � � . � � . . . . . . � � , ^ . � . . � . . � � . � � . . . . � W . . W . � . . . . . . � . . � � . . . . � . . � � . .. . . . . . . � � . . � . �� . • �— . . � J � _ �. I D �� P `� D � w � T. O. F. � � o : � . . . � � � . . . . � . . . . . � � . . . . � . . � � � � . . . . . . . . � . . � . � . � � . �. . � . . . . . .. . . � . . . . . . � . � � . . . . � : �. � . . . . � . el4j . . . . �. �i/ . � . . . . . . . . �{'+� � . � . . � . .. . .. . � . . . . . . . . � � . . . . . � . . � . . . . . . . . . . . . . . . . . . � � . � . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 . . . w� � �.�� .�� .��� . � � . . . . . A . . . . . . . . . . . � . . � . � . � .. � . ' . . . . . . . . . . . . . . . . . � � � : . . � . . . . . . . . . � � . . . �. . . . . . . . . . � . 1 '� V » . � O» � � � � . . Fa :� �-+' . C.� . . . � ' . � . . ' n wI � . p � . + ' . . � � � . � . . R . . . . . . ' � . . . � . . . � . � � . . � � . . � . . . . � . � . . . �. . . . . . . . . � . . . . . . . . � . � . . . �. � � � � . � � .�.� . � � i � . k�'i .�� . . W � � . . 1 �! . � � � r' 6 . �„ . I � . M . . . . . . . . � . � '�,. N OR TH o T. O. W. -- 99 � - 3 3/4 5 �, y9,p , _ 6 w � � _ g S6 � w � � � � � � � � �� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �� �� � � � » �� � � � �� � � � � � � � � �� j � � � � � � � � � � T. O . F. - 90 -- 2 r%'' �� g ' � '� T.O. SLAB � � � � ��`- � � � � � � � � � � � � � � � �` � � � � � � � � � � � � � � �� � � � � � � � � � FCJ � U � N DATI � � N � � F' L� AI\I � � �� cA � E : � � � �- � — � — o . � . . � � � � �, I � � � � , � � � � � l.._...`�" p aY Ar _._l� "' '� � � ____ .�.. .�.. .�. ._._ ._._ � � �- , �s; (7p ► » LA N07E � �H � _ s � � P �I S � ,. I � (\ , ry � � . . � . . . . . . � ' .. . � . � . . � . � . . . . . . . � � � � � . . � . . � . . � . . . � � . . . � � � . . . . . . . . � . . . . � . . . . . tly . . . . . � f, . � � . . . . �//''''\�� . � . . . � . . .. . . . . � . . � . . . � . . . . . . . . � . . . . � .. � . . . . ^ . . . ;�,� � . . � t.�ga ,;:r. � � � � . . . . . . . ( � . . � � ' . � , . . . . . � . . � . � � . . � . V . . . � . . . . . � . . . . � 1 . ELEVATIONS OF CONCRETE F4UNDATIDN ELEMENTS INDICATED ON PLAN THUS: ra �; : ,: T. O. W. = TOP OF CONCRETE WALL T. O. F. - TOP OF CONCRETE FOOTING _,._ ._._. _,_.. .._._ � : �. _ _ � � T. O. W. - 99 7 �2 T� �. IIV. = 112 ' - 0 , �, ;,.�, 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING o � � T. O. F. _� 9 �' -- 2 1 �- 4 CONDITIOMS AT THAT DEPTH . CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED . STEP _ » ,► . O. W. = 111 ' - 3 3 /4 � •- 4 CONC ETE SLAB ON 4 CLEAN S `fEP ! t T. O, F. T. O. F. . �. F. = 90 - 2 3. STEPS IN TOP OF CaNCRETE WALL INDICATE� : '� , GRAVEL ASE ON UNDISTURBED T. Q. W. -=- 103 - 0 GRADE R COMPACTED , , _ �.� - STRUCTU AL FILL P�R SOILS 4. CONTINUOUS CONCRETE FOOTlNGS ARE CENIERED BENEATH CONCRETE FOUNDATION ENGINE . REiNFORCE SLAB WITH � E WALLS UNLESS NOTED OTHERWISE. � � _ ' 6x6- W1 . xW1 . 4 WELDED WIRE � � T. O. W. -- 1 �5 - � » » ' _ FABRiC ROUGHOUT. PRQVIDE 1 � 5. CONCRETE FOUNDATION WALLS ARE 8 THICK AND CONTiNUOUS FOOTINGS ARE 8 I T. O. F. 95 2 � � THICK x 16 " WIDE UNLESS NOTED OTHERWISE. = DEEP S OR TOOLED CONTROL � , B J01 T 1 ' - 0" M XIM � � SPACING EACH WAY. 6 . DO NOT SCALE DRAWINGS . �, � 0 i �-•- --� .� ._...._ '.`._ ..� .�. �- --� � �, --- - �-------- -� � � desi n ed b TD H �n � � g y � ..— �." � M TN r drawn b c w STEP W. = 110 ' - 11 1 /2 r N Y � � T. O. ! , STEP cy cv ,� T. O. F. 6 T. O. F. - 95 — 2 T. O. F. � � checked bY SPRE �ID FOOTING SCHEDULE � � S5 �- . � � ; issued $ TYPE SIZE REINFORCING 6 , ` A '-- ' -- ' - 3 -- 5' s x 2' -- 4 A . WAY 99 -- 7 1 2 � � 2 6x2 6x1 0 ( } # E Sfi T. O. SL.AB T. '�' �� o. w. _ � � o — � � � /2 .,� PERMIT 07 ,�061a5 � � B I 3' - 6 x 3' - 6 x 1 ' -- 0 ( 4) - #5' s x 3' - 0 EA . W�Y I — - 3 � �2 '� ; I — 112 ' -- 6 T. O. F. — 99 � 7 N REVISEd � 7 2 $ � 05 � T. O. W. — 3 G 4' -- 0 x 4' --� x 1 ' - 0 ( 5) -- #5' s x 3' - 6 EA. WAY � T. O . F. = 99 ' - 3 1 /2 i � '� 1 — 9 S5 � � , , , , , , ' ( � , _ o „ I 10 " N REV4SED � 8 �17 /05 _ � , 4 - 6 x 4 - 6 x 1 - 0 5 - 5 s x 4 - 0 EA . WAY � � _ n I �" � � ) # , � a � _„� 8 � > 9 �, w . � . . . +.� � N �O » w � � I 10 Q T. 0 . W. = 113 - 6 S5 ;�;f' � T. O. 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(� �3RG � . _ — _... T. � T :� � � ..,, � Q , � r' 3 � �„ 2 � � �1 L � � . IL J ( 121 3 3 /4 L _.[l _ D.._ �i ` � ` ry� N N 55 �''y1 � �►� .,v - ? � S5 � � � �� lV N -�-� �/ N 'i- �' ♦ X / � X / � � � N � � -�-5 �"`� � '�"� � � CONT. 2x12 LEDGER w / N N � = ( 2 ) -- 3/8"�x4" LAGS " , � � C�D EA . STUD . � . . . . . . . . � � _ i � � � � : X `� � I �- < < � �s c� +� ._._ I ,_.. .q •,o ------� . __ � . � --- �- . » � DBL 2 12 s 24 . C. OR � I I ' 1 3/4 11 1 / LVL' s � 24" 0, C, � � CONT. 2x12 STRUCTURAL I . «i ' ' + • � SUB - FASCIA, TYP, ( �o ? • � � ! �+ � Z � • I 1 � �1,+ _ � ' I � 0�1� ° + . s5 •- � � � � � � des � gned by TDH � _ � ~ � I � � MTN .� � �w ( Z} 1 3 /4 9 1 /2 LVL ,, I drawn by a ��, , I � � ,�� , I � �d checked by � � � i { f ( • t� , �N ! � � issued o � � � _ � �- - - - - - - - - - c� � CONT. 2x12 STRUCTURAL . � - :. ,..,. . .-..=. .=. .. - - =�_-T.�^�..�� PERMIT 07 � 6 05 � SUB - FASCIA, TYP . i._._. � _ .._ � ..._ _._. — :'� _ .._ ._._ .._ :� _ , � ss REVISED 07f28 /C15 � .� REVISED 0$ /17 /a5 � NORTH NC� RTH � o a . �� T � _ s� M I N G P L A N sca � E . � 4 - � o � . _ . , H I G H R C� Q F' F R A M I N G F' L A N sc �, � E : � 4 „ _ � , � o „ : : . � - �c LOWER f� C� OF" F' RA = E � � - � U P P ER F` Lat� R , � o . . � PLAN NOT� S . _ PLAN NOTES . a � � � � � 0 � . . �. � .. . . . . . � . . � . . . � . � � . . � ti ,: . . . . � � . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � � . . . . . . . . . . . . . . . . � . . . . . � � � t� 1 . INTE RIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS . � 1 . INTERIOR WOOD STUD BEARING WALLS ARE fNDICATEa ON PLAN THUS. :=::;:�� 4 :.,. �«: z Y � . _ • • _ A601JE ARE INDICATED : �I � 2. POSTS BELOW ARE INDICATED . � NON CONTINUOUS P4STS FROM ABOVE ARE INDICATED . � 2. POSTS BEL4W AF� E INDICATED . � NON CONTINUOUS POSTS FROM O N T R UIRE BLOCKING BELOW ARE { NDICATED : O SINGLE STUD TRIMMERS THAT D4 NOT REQUIRE BLOGKING BEL�W ARE INDICATE� : 1 � SINGLE STUD TRiMMERS THAT DO 0 �Q sheet v� » Yc APA STURDIFLODR EXP . 1 SPAN 3. ROpF SHEATHING IS 5/8" APA RATED SMEATHING, EXP . 1 , SPAN RATING 40 /2 �. 0 3. FLOOR SHEATHING { S 3/4 TONGUE AND GROOVE , , a� RATING 24 O. C. " " I ATES CONNECTION TYPE -- REF. S1 FOR SCHEDULE� � �} IND C ._ 4. a ¢ ' _ " BEAM ELEVATION . WO�D BEAMS, EXCEPT HEADERS , ARE FLUSH WlTH FLOOR JOISTS UNI..ESS NOTEQ ( DROPPED ) . � 4. ( XXX XX ) INQICATES TOP OF STEEL 5. ROOF BEAMS, EXCEPT HEADERS, ARE F�.USH ' FRAMED UNLESS NOTED AS ( DROPP �D ) . ° » � p ,� � 5. O { NDICATES CONNECTION TYPE — REF. S1 FOR 5CHEDULE . � - 6 . ALL RODF RAFTERS ARE : 2x12' s C� 24" , TYPICAL, Ut� LESS NOTED OTHERWISE . ao � 6 . ALL FLOOR JOISTS ARE 11 7/8 ° TJI - 210 � 16 " �. C. , TYPICAL, UNLESS NOTED OTHERWISE. 0 � � N 40 20. s o 7, ROOF SHEATNING IS 5/8 APA RATED SHEATHING, EXP . 1 , SPAN RATI G / � �° FRAMED UNLESS NOTED AS DROPPED . �' 8. ROOF BEAMS, EXCEPT HEADERS, ARE FLUSH � ) d , f . � � . � " AL UNLESS NOTED OTHERWt5E. TYPIC , JOB # O �JO � — O8 � 9 . ALL ROOF RAFTERS ARE . 2x12 s C� 24 , > � , a �- . . --, � _ � �� m .w � ._ _ _ __ _ Y.�.�_ � � � °� ....�.. ---�.._�` 2 ' _ p ~ 12x12 POST . ���Q 0 ,�� .� w _ 4 DWLS. x � �� ��� ����p� G'j # � 1fi " O. C . � � #6 REBAR DWLx1 ' _ 4 , � ���� �� �p�'� �.. � ;. � � � � �' S'fONE VENEER -- � , � �� �, - °° -� � �� ° ` , ; � � 4 CONC. T4PPING ON 1NATERPROOF PER ARCH . � SIMPSON CPS7 � � 7� a � � � � � . . . � . . . . . . . . � . . . . . . . . . . . . . . . . . . . . � .. . . . . . . . . . . . . . . . . , � . . . 9 . � �.. MEMBRANE PER ARCH . ON 1 1 8" T&G I I c� �,��,� gi 1 -- 4 CONT. � `t�,��`���.o•�� 4,�`' a C ) # SHEATHING ���� �t�, , L EN � OPTIONAL SUPPORT: �_ 00 � ~ � L4x4x1 4 w 2 - . I I / /C ) F , � �j . � � » » r ", � � �' fi � ' ' , SLOPE 3 /4 �x4 EXP . ANCH s 111 - 6 FRAMING t T. O. SI.AB 1 . • ' d • ��* , . . . � . . „ 2x4 STUD BRC. WALL . . . ' TJI BLKG. PAN �L.S � 24 110' - 11 1 2 �ii��%i�� �i • � •,� I � • » �' '� � �� 2x6 STUDS (�? 16 O. C. W IN FIRST JOIST SPACE W � T. O. W. '�'�- ��� . . . : p� v N „ � � � .*��\ . II , � '► CONC . PfER 'cn �- 1 /2 PLYWD . OR OSB � 5) - 8d NAILS INTO EA. �,,� Z $ o 0 „ , � . 4. lI ' _ .�., .., . a� z �o 0 0 SHEATHING PANEL, TYP . � � � cC /2 EXP . MAT L, TYP . . U ,. 4 . � � � ° � rn 1 1 2 LT. WT. TOPP { NG o I I _ T3 w . . _ . � ��' CONC . SLAB PER PLAN 4 • ' d � I � � z Z � M 2x DECKING PER ARCH . � , � � � . � r� _ " o • o rn rn 99 -- 6 90 - 6 90 - 6 I � � � 4" CMU BELOW '-`--- ( 4)- #5 D W L S x � � W ��,,, T. O. PLYWD . . . .. . . - - . � ,. , ,► � . „ „ , � �' �n .� , T. O. W. a Q .. T. O. SLAB 1 /2 �b x 1 Q A. B . s � 48 O. C. . . Qa 1 3/4 x11 7/8 LVL s GRADE FOR STONE � z C oo �- o Q i � ' � � I N C O N T. T R E A T E D 2 x 4 � C�► 1 6 O. C. � � � . d 99 - 3 3 4 : . . ' . ' R . . " 4 VENEER SUPPORT � � a°o ..� �� L TYP. . ' T. 4. W. � 1 ' - 6 , , , .� o � . .,._ » J � � 4 DWLS x . . � �`��/\//`\%�� ° � � : 12 � C . # �, , . � �� , 1 3/4x11 7/8 LVL �� ._ . - tn � . t� 16 O. C. � �!� . . 1 - 6 a ' ����,, ' . . . � .. BLKG . (� 24" w #3 TIES x � � v� ' ' �� • , . o I � ._ C� TOP , MID , HT. � � � � 2x10 DECK JOISTS C�A 24" ° ' 11 7/8" I - JOISTS PEF� PL�tN : a - -.1 0o rn r. . , . � f 1 } -- #5 CONT. HORIZ. C9� MID - HT. � �� � » � _ � & BOT. U � u� r� � d . 5 . � - ' .-- �... �....� � .�.�._ i � � ca rn �- • . . , � d- oo � � CONT. TRTD . 2x10 LEDGER W/ _ . ° . CONT. 2x12 LEDGER W CONT. TRTD. 2xfi F� - ° . . 44 + � . .� x p d- d' � 5 s VERT. �t 16 0. C . � SEE SCH ED. FOR REI N F. o v rn rn 3/4" Sb x 6 " EXP . ANGH . ' s ° . - 2 - 16d DRIVE PINS ' : #5 DWLS x N ' a ' . # J U m ,�,�„�,� » . . . ( ) „ . » . „ "' f� � . U EQ. EQ. � � ° X C� 24 O. C . » , . 4 . 4 �, a -. a � � o � � Q • . . � 16 O. C . 1 /2 EXP . I� AT L, TYP . �t 24 O. C. Q . a � M � tA p,. � �� . e , 8 . 4" CONC . SLAB PER P �AN - . 4 . , . . a SEE SCHED . . � . - . . . ( 2) - #5� s CONT. HORIZ . . a : ` , . - - .:a TOP & BOT. �' . . 86 - 6 ° . #5' s VERT. C� 16 " O. C . . . Q . . � ' � T. O . SLAB a - . , 4 SCALE : 3 4 �► _ � , r � �, . 4 � g,6 -- 2 - . . T. O. F. . � . . • #5' s CON T. HORI2. C� 12" 0 . G. S5 . . . � � � � . . . � . . . . � � � � � . . . . . � � . . � . . . . . � . . . . . . . � � � w � . . � � � . � . . . . . . . . . . . . . . . .. d . . . . � . . . . . . . . . . . . � . . . . � . . . � � . . .. � � . � � . . � . . . � � . . � . . � . . � ������/���` �/ ' • . • ' d ' • . Q . . � . . . . . . . .. � . . . � � . . . . � . . . . . � . � . " . . � � . . : � . �. . � . � . . . . . . . � . . . . . . . �. . . . . . � . . � � . . � � . � . � � .,. ��ii\\'�\ \\ - ,� . ' // // - � ' . . • . � � i #5 b WL.S x �O' a . - a ' ' 4n 4» #5 CONT. HORIZ. LONGIT. ,,�`� � 8 O. C . -,��. � . _ - RlDGE BM . PER , ' ,,,�..-- �5' s C4NT. HORIZ. � 16 " O. G. g» g » q," - PLAN ...---' � ` 4 . " 4 � a � . . . . , Q ' . . ,_ „ � . . 1 8 : a� - � � B TYP . � #5 D �WLS x � � �D 48 O. C. N . • - 1 � SCALE : 3 4" =- 1 ' - � " ( 2} - #5' s CONT. HORI �. Q , . TOP & BOT. . � " - 6 ' . S5 ► � �� . d - • a. � �2" EXP . MAT' L, TYP . • ' #5 s x 3 - 3 � 24 O. C . - � Q , � g e '� _ � . � 2 � 5's CONT, HORIZ. � MULTIPLE 2x6 OR 2x4 C�LUMN � � 4" CONC . SLAB PER PLAN C ) # REF. PLAN �. � �" ' T�P & B41', . • - 1 /2 " EXP . MAT' L, TYP . r' .� . � . ' 99 ' -- 7 1 2 � . d �� ' e-- U - ' ' • Q • . . • ,e • . .a , ' .. 16d DRIVE P1NS t� 16 . 99 - 3 1 Z . � ' � � . a � - . T. � . SLAB � : ; . . 2x12 RAFTERS � 4 CONC. SLAB PER PI.AN IN CONT. TREATED R T. O. F. _ PER PLAN : � • � ( IF HEATED S GLUE . a � . , � . � , - 4 - a . ,� . d ' � . _ . .�.. , • 4 90 6 f�, T0 CO TE) ° . - . . d . . - .� . ° . . �i� ��:�i��� � . . T. O. SLA6 � a q . . . . �, � 90' - 2 . . � , a . . - .a 99 � _ 7 � 2 � . . e d � � , � a_ . . . . , . . . . . . � a . � : , ' . - o . ,, - i��i #5 s CONT. HORIz . LONGIT. T. O. F. . a ,, �' ' � 4 � .. . .. �. T. O. SLAB . [�-�-� . - . . . _ . . . . . �9 b � . , • ,� 4 4 � � ' ST�. RIDGE BM . PER ' � � � � - • . � rr QO 9 ' " \ \ ���\�� a ' � a ' • . . , • . r » n s » J " ' // /i /i.% . a ^ � _ g � p � - p PLAN M I' . . . . . . . . . . . . . . . . . . 0 . —. . . . . � . . � .. . . . . . . . ♦ . . . `//�`j�\ , . . . . . � � . . . . . . � � • . . . . . . � � . . . . . . . � . . . . . . . . � � . � , `�����i y . � . � - ��� 'i`i��� o PERIMETER DRAIN PER �--� C� � ii`,,�i ��� � i� . ° • . . . ' � . ° .a � � - ° ��� ., � � SOILS ENGINEER � » . . � � PERIMETER DRAIN PER » � „ REF. SPREAD /.,��j� ,�,� • . - .�.�•. �- 3 - 7 r� SOILS ENGINEER 4 8 4 FOOTING SCHED. , 4 - � . a� ��`�� � � ,� _ . B TYP. .�! SHEET S2 , FOR ��� � . 7 SCALE . 3 4 » � � . � a .> a R�INF. � `' � � � ,^ 4,. EQ . EQ. U S5 >. � „ � ' _ � � ° � p� 12 SCALE . 3 4 - N SCHED . WIDTH Q �; s5 � » • � � _ p 2x4 OR 2x6 STUD 2x6 STUD � (� 16 O. C . W/ 9 SCALE . 3 4,. . „ 1 /2" PLYWD . OR OSB BRG . WALL. a H ATHING S5 S E 1 1 2 " LT. WT. TOPPING 2xfi STUDS @ 16 " O. C. W/ � 2x12 RAFTERS � 1 /2 " PLYWD . �R OSB CQNT. TREATED 2x6 � W/ PER PLAN 1 1 4x11 7 8 TIMBERSTRAND _.._ • SHEATHING 16d DRIVE PINS � 16 " O. C . � I � 105 -- 6 IF HEATED �LAB GLUE , � LSL ( OR EQUIV. ) RIM T. O. PLYWD . �� � � � C ' 3 SCALE : 3 4 " = 1 ' - O ' 1 2 �sx14 A. B . s � 4 - � �. C . CONC. S�AB PER PLAN fj? TO CONCRETE) � � ►� IN CONT. TREATED 2x6 , S5 � 1 �2 " �s x 10" A. B . ' s C� 48" O. C . 4 CQNC. TOPPING ON WATERPROOF R ,�1 � IN CONT. TREATED 2x6 I� " . - a . . � 86 � s ''y+ MEM6RANE PER ARCH . ON 1 1 /8 T&G � . � = . . . � . . �. T. O. SLAB 104' - 3 3 4 STURDIFL.44R ' ' . „ ' . . . ' � '� 113' -- 6 - 4 . � , T � " - '� ll: '- � - � 1 . O. W. d . �� \� \ � � � Q � ,/ / �� /�� // " a � � T. �. W. � � /� � - . . - a �. � o`� � P ' I � ' - 11 7 8" I -- JOISTS PER PLAN . . a,,������ . . � . - � - i i i i, � � � . . ° � � . ����` . . - 4. . - �i �i � ° . . . ' Q 4 _ . .- . . � STONE VENEER ° 4 � ° ' d ' ;, . a � � � � • " ' � ( 2) - #5' s CONT. HORIZ. ,,��i - i, . _ � , � � - PER ARCH . � � . . . � � Q ` TJi BLKG. PANELS f� 24„ . ' . �. �'OP 8� B4T EQ. EQ, � CONT. 2x12 STRUCTURAL Q TYP . �e . '- IN FIRST JOIST SPACE W a - • v . SUB �- FASCIA , SEE PLAN 5» 5» � � • . . rh CONT. � 4x4x1 /4 W/ ( 5) 8d NAILS INTO EA. � . a •. � ' = � ° � � � ^ 4�, 2x12 RAFTERS 1 /2 " � x 4" EXP . ANCH . ' s . . : . PANEL, TYP . . • . - . PER PLAN ' 01 24" O. C . . e . ' d • `---- 5' s CONT. HORfZ. C� 8" O. C. _ .: ° - . 4. OP T) OI�) � # a . . 2x4 OR 2x6 STUD - � � . � . 0 5's VERT. C�D 16 �� O. C. 2X10 BLKG. BTWN . . . . . - . -' , • „ 1 3 4"x11 7 �g�. LVL's C� 1 fi " - d . # BRG. WALL . #5 s VERT. C�A 16 O. C. � i � RAFTERS � BRG. , TYP . � ' �� �,i ( 4} - 10d NAILS {� � : CONT. TREATED 2x6 i� W/ EA. RAFTER , TYP . 1 1 /2" LT. WT. TOPPING GONT. LEDGER PER PLAN 4 „ ►� � a . 16d DRIVE PINS C� 16 O . C. 2x6 �� STUDS C�➢ 16 W/ PER ARCH . : . . • , „ ( IF HEATED SLAB , GL.UE 1 /2 PLYVI�D . OR OSB . . — g6 ' - 6 � . #5 s CONT. HORIZ. C� 8 O. C . SHEATHING de5igned by TDH 4• , , Q - _� . CONC. SLAB PER PLAN R, TO CONCRETE) '�,.�,� . T. O. PL.YWD . Y . . . - drawn by M TN . , 86 ' -- 6 � a. � a a a _ . . - . . . . - - ° . . � . � a - � � � .4 . � . � T. o. s�A6 checked b ,�. d . .a e . . a d- � N , d � o ' - _ aa . - '� • " � . a ,- . , � tSSUed O . .r ,a v a a• . � . » _ . » , . • � SCALE . 3 4 - 1 -- O �� � � - - ��`�\f\�� , - . � � ��i�i�� 2 � � ' � iiii , � � � � . � - : ,,�,�,�,� , ,������ ,.. S5 . PERMIT 07 06 05 � � . n " �a 11 7/8" 1 -- JOISTS PER PLAN ( 2) - #5 ' s CONT. HORiZ. %�� ��/�`� v ,- EQ. EQ. � � — . To� & eoT � REVISED 07 / 28 /05 . . - . . � 4 . TJI BLKG . PANELS � 24" °� ° . � d . � � � "� 4 -- 10d NAILS INTa S0�I0 BLKG . BTWN . � - - - ' #5 DWLS x � 1 _ 4 C ) LOOKOUTS C� BRG. TYP . f� EVISED � F3 �17 �� J � . W FIRST JOIST SPIk�E W/ . . ° a- � ., EA. LQOKOUT, TYP . , �-� . - - ,, ° 5 - 8d NAILS INTD EA. . C� 6 O. C. d- �-- � � . w ° PANEL, TYP. �a � ' _ q, O P �I O N ,Z EQ. EQ. # � � � 5 DWLS x c° . . a y 6 SCALE : 3 4» _ � , _ � » � � � � 8 O . C. d. e ' - o � � � d S5 - o � � 4 . � . • � a ' ' ( 2 ) -- #5' s CONT. HORIZ. ,.- � y 2 - 5' s CONT. HORIZ. 1 /2" EXP. MAT' L, TYP . TOP & BOT. z � ) # � ' , . ' . � #5' s x 3' -- 3 C� 24" O. C . �c ,. TOP & BOT. � . � �2» EXP . MAT'L, TYP . o. ' TYP . � 5' S x 3' - 0 t� 24» O. C. . a . 4" CONC. SLAB PER PLAN N . � � # � . c� � Q 4" CONC. SLAB PER PLAN � _ . 99 - 7 1 2 � � ` � sheet . . . . . ' - r- c� � � � ' . � ' ' � T. (3. SLAB a ' ' • . . ' .. . ' ' = . - � r- U 86 6 � � , . - . . 9 ' - 3 1 2 2x12 STRUCTURAI. � , - ' . ' ' .Q ' . d . . . Q - T. O. SLAB _ - . - T. O. F. ._ 86 - 2 � � . _ a . . . g • . . � STL. gM . PER PLAN SUB - FASCIA , TYP . a . . _ �, ��, � , ' • d' . ' a . . . - Q o 2x12 RAFTERS PER PLAN Q T. O. F. . 4 . . ����i i i� . . � . . . 4 � 2x12 �OOKOUTS '. p o � � . . a . . . . �. a • . 4 , � .,i •�, ' � �i� a . ' Q - . . , . . • 2 - 1 2" � x 6 " LAGS " ,�. o a � . �. o �� �� � d Q � . �- � ) f C� 24 O. C . , TYP. � w � . . . . a . i,� � �i� #5 s CONT. HORIZ . LONGIT. �i�� .a a . . ,, . . Q � � . �� .�. . ca � . � � . � . . . ° --� - `_ � ° .. ' 44 . ' Q . d _ � . - . , � � . ��� #5' s CONT. HORI2. LONGIT. . � . . . 2x6 STUDS C� 16 W/ , � � _ � 1 2 PLYWD . OR OSB 00 . a � O � . • , a r� � ►► �� � , .► � , �, � v 1 0 10 1 9 BUILT- UP STUD COL. � a � � PERIMETER DRAIN PER 1 -- S 10 1 - 0 .� : , a PERIMETER DRAIN PER PER PLAN SHEATHING ° SOILS ENGINEER c� r� 3 - 7 SO1LS ENGINEER = 3► 4» , _ � , � � .- p 1 SCALE . 3 4 --- 1 -- tl � � � p 11 M SCALE: 3 4 „ _ � � _ � >, g SCALE : 3 4" = 1 . _ p .> 5 SCALE: 3 4» ,_ > ,> . » � > >, Jd � � �J � 6 �} � c� � S5 ` S5 S5 Cs S5 .r- ; . . W • , . . . � . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . � . . 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H IS _ �, TI S ARE INDICATED IN PARENT ES , _ 1 BUILDING E / / � _ - , � � � o -r 3s 9 � ; K LAND SURVEYING INC, DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT � 2 PEA , LOT 41 � . � . - - R ORD . P EASEMENTS OR RIGHTS OF WAY OF EC T TABLISH OWNERSHI , / � PROPERTY 0 ES ` / � � ��1M �NT� t� "CILIX�D IN 7HIS IMpROVEM �N7 LO CA 'TION CER 'CIFICATE WERE _ _ I� ��C� C� � C / . — 012 MPANY ORDER N4. 616 H0060 BY FIRST AMERICAN HERITAGE TITLE CO , � PROUIDED � - . _ AT 00 P . M , . I AMENDMENT No. 2 DATED JUNE 21 , 2005, 5. � 061 M H � ► � _ � ` , . , \ - � 4 - 7 � MAP J08 0 22 . VATI NS . BASED ON GORE RANGE SURVEYING TOPOGRAPHIC # , < 3 ELE 0 - , \ _ s _ 7 : . � N RTHEAST PROPPERTY CORNER LOT 39 7995. 0 O. � ` � / � \ \ \ , � PR VEMENT LOCATION CERTIFICATE BASED 0 N HOLDING THE NORTHERLY LWE OF \ 4 IM 0 � ` � ' Y SING THE MONUMENTS OF THE NORTHEAST CORNER OF LOT � � � \ _ LOTS 39, 40 & 44 B U / \ , , � 39 AND THE NORTHWEST CORNER OF LOT 44 . � \ � � \ � • / \ � . � . 5 NOTICE . � LOT 39 AW YOU MUST COMMENCE ANY LEGAL ACTION BASED O � � � ACCORDING TO COLORADO L Q � / RVEY WITHIN THREE YEARS AFTER YOU FIRS T • \ tJ� \ P N ANY DEFECT IN THIS SU �L U 0 _ \ � � F T � � V�' \ F T IN N0 EVENT MAY ANY ACTION BASED UPON ANY DE EC _ DISCOVER SUCH DE EC . ► / � �`• � � R THAN TEN YEARS FROM THE DATE OF l / � ` IN THIS SURVEY BE COMMENCED MO E , • s \ � e � +� � . _ � � V H REON . � CERTIFICATION SHOWN E i o. �, \ C�• � , � � � /� _ \ � � i c� � � 1 . . 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NOT T0 BE REL ED l � � / � / IMPR �VEMENT LINES. / \ ' \ � � / � / � _ � V M NTS ON THE ABOVE DESCRIBED PARCEL ON / � � � : I FURTHER CERTIFY THAT THE IMPRO E E / ./� . � \ � IR Y WITHIN THE � PT TILITY CONNECTIONS ARE ENT EL / THIS DATE 09 07 05, EXCE U � rv \ , / / ❑ � / PT AS SHOWN THAT THERE ARE NO ENCROACHMENTS r � � � / BOUNDARIES OF THE PARCEL, EXCE � \ \ \ � ` UPON THE DESCRIBED PREMISES BY IMPR �VEMENTS ON ANY ADJ�INING PREMISES� � i" � � � � \ T A INDICATED AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY \ � � � / EXCEP S � '>. � X EPT AS NOTED . / � ✓ � \ EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, E C _ � :, _ ` _ PH \ / � ❑ 1 � \ � LOT 42 / � � � � � � / � � \ � . � � _ ------------------------ i t \ / DATE . _----------- - \ ,� / _ BRENT BIGGS \ � _ \ \ ,.,.. �;. / _ � _ ��. \ / N . 7598 h : \ A.� L.ORADO P . L . S . 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I I I . � � •,f�U w:{«i'S'7�S �t`'•,',}.,�et!*cly;'` . �r�?�..:x s• L� ... :f�..1+ \ tf , .f' .R. ^�. . . . . . . . . ;,;:;:�:�� > ;,�_.�;.�, a G' lY''l'.� r .'�tI'... �•..:..x.+�°\°.� ? ; . GARDEN B�NC.H 3 121 . . . . � . . . . . . . � � � � � � � . . . . � � � . a _.,.: a�i ?• °.� i,lr: � I .:»a.qr^h^`•:':.. . ..,:^- , . � � . . . . � � . � � _ � • . , . ..,•. � �,,�. . � � . . , : r : ; • � �� � � � O � . . :,'tn •^ ' . • � .. I .I� � . . . . � . . . � �. . . . � / / . . � :.iN . . >�t. � . ' f . trj C �' • , .y ; ' ' .I• � � � • . . . . . , . . � � . � � . .= . . . T.O . PLYWO�OD �� . :,�:�� ,,,{ • ' . : . . ..' .1.`' � � .,, .,._ � � � — . � � . I ♦':. r�t� 's ' . . . 1 � . ' . . � . . . . _ . _ _ _ _ . � — — '_ — — — — — — — — — — — — —. _ _ _ _ — _ _ _ . ' !iY I � � . • i . '•r . „. i..w• .rj} F:�' . . t �'t •t • • � � � . > . . . . . . . . 1 11 . . . . . . . . : � • �� ^ N� { l • ` �________� � . ' S:` ^:t" . � . . ,i . .'� � . . . . � . . u EL 8014 -6 �I � . �' , ' • :. _ ,�5 I�� . . , . •. r : • •;�.Y. � • ��:. ;;.� . . . : ti: . . . i . . �, , ; i. ' SX OUTRIGGER BEAMS (TYP) Q,/ (� ' •M:� ..'y+' ' . � . . . . . � Y ��."4^L �• 'ri-� •7 I . .,'. �• � . . //�� : • • , • * . � . . . . . . . � � . �w{ ♦ • A �✓M � � � \ A ". 1P • � 1 � � • • � • r . . . . � . . . . . . . . . . . . . . , � . ta., wo�r�P . � � .I . ! ' � .� �. � !',. � � ..w Y .. } L m�a: q,l . L:i:: •�P TM C� . . .. . . . . . . . . . . � . � . :.a �i�..:{. f � �i�J .�� � „ �.'w +�� • S' � I .Sr�t. e ?�. • � ,��� � t' ��f �. . . . ,� • . . . . � P . . . . . . . ..`?l . ..�' 7 . .�. 1 n :r�{t�.k � �a . .w.M•�rt.... � .:t4�.. .t' f�:ie:�•1•,.tT,"a b..+..l�t :�t :e:�•i•.C •s, l.:n� • i .• . . , . . � I . . . ( 1 � MB{�I�T . . . . . . . . •�+'tih .}r.:ri`s`t . t:`' ". i�C.:l..A: � • T� ;M . �� �',.�..r l.,.��7i .�.v .� .ti 7 . . . ♦ . .� . . ��� 1 � � . • �� ■ `' . � . . . . . .._ � ..._ — _ — ` I. ��a 1 v 1.. .�i . l \�J.i�i. �L� :�1 Y"4� . Nt. ` .we�nJ•�^� . � . . � � � . . � � . . . � � . , . . . . . . . -}— . f.. 1"f^8M. `.i r C". , a� ^�'M i .��"T. � . .Y .^':,i:,•. . '�r . .Y ':N.i+•K'� . . � • . . . . . . . . . . . . . �• •i }I \� 2 uJ:lJti��..�:� : �Y ��w .11f� •� wN m�1',�!� \ • • . � • . • • ••'�•� . . � . . . . . . . . I � . I 1 'l •,�\ � • ��. 1 . 1� . :a d'e�. ' 41 ♦ o • ..} F"•.�`''�ni . . F' .. • �4i.K: ._J'�..' . . 11 HORIZONTAL YVO�OD 51DING • •• � • . . 1:y+ s.�':'T� : :t n :iY✓n".\ . '.�.r: i.'T t:d% l i �• .��tp••a' t y1?.. w,� . . . . . . . . i rt . /: I �4 ! Y � h�i. •� . J • . . . . . . � � � � �r .� . : ; . , •a.:.,a;� . 1. ,. ;.• .;,., . �, : ,� -,� � �. . , . ,r. :. �. . v . .�, , ... . 4.: � . ,:. . .. .. �� t•. � � . . . : . • GP�RDEN BENC.H 3-121 _ . .; � •t`.. • � -+� , . . . . .; ,' . . . ;., . ; ,:.. . . f . \ ' CALOR PRP�TT � LAMBERT :.i•. . ., , .. . �b. . ., • . . . . . : t; . . . ' ('7 . . . . i . :�q• � � . . .:�. . / �� �� 't•- . . . . . � � _ �,. . i �:� :." � . � i. • , . � : r, �'.,•'• , ^ GA B GH 3 1 �1 � . . • ,•� I I ,, . I Mry . . .. . . •t: •;•1� RDEt�I Ehl . . . . • �a . •.� ' � , , . . . � i . �� . :v, 'i' y; • . . . . � l � •r �; � ' �. , � • . . . ,� . :�� '-� \ Y . . . ' ... ' . . . . ; ;. .t , ; � ' .I� T.O. GONGRETE � . � . . � . � , � � . . . . � . . . . / f'. . . �F� •{ ,.X � . . . . \� . • • •�� l. . _ . � .. . • 4 t , —�-• , . . � �. � � . � � . . � . . . ` �— � . � �w:: . � � .. , . . .i:., : . . ; : EL 8011 '-6,� N � � . � . � >'r� ,....• � . � � , :LL � : �.� _ �.; �_ . _ � � . ��� • � � (► :. ' . r . •�• . . ;:..,-,• ..,, ' �.:: .� � . �• � � �. _ '� ;— �'�, - -' ��_ �. � T:�..� • � � r. � . . . . . . . . � � � � . . . . . � . . � . � � . f ••\F�,. . � . Fa.�T . . . •y�,i.� .` m �. . . . .. r�'L . «� ♦• • ,• - . y • . , . . . . . . . . . . ' . . . � � •l: •,� , � . 'r:•. . . :;i.l . . ' . . , I. ' t' � S}^ .:R�1 '.�5r � 't � � . •� . • . . . ' � . . .• �. . . . . . . . � . ■ • . . . YVOOD HEA�D � 51DE TRIM � � . . ,� ��•% �; '� . _ :; ;�;.,., : 4, . . . . . r . .�;;.��: '. . � . : O �1' • s. : , : � 0� . . . � . . . � . . . . . . . . . . . . � . I. . ..O . t . . . � .'i. 'y' : Y:'^r�4 �� � . . • � . . . v ' .5 •' y . � . � . � � - ' . ' . � � . . � . � . � . . � � . . . . . � . . � . O . . 'n„ . ' . �A . •' O � �� ' S. p. .+..'�'1�� h , . �v . . :.5 �: • . . . . . ,� ' s . . . . . . . � O • � . . 51LL � WINDDW � : i : .��--�: .�—: ,r .. . � . �� ; . .�:;, .. . ��� - �.,� :�. .��._: __ :.," � ,,;`� _.�:- � - — — — — — . � �� Q I .1.. . I I �� ,�,,.;w;,;�..,. ' � �:T..� � /� . . . � . . . . . . . . / � � • • �� '4'y '' � ,I � hi�l� �. : 1i '• ��'y • • •i� • ♦ . . . . . . . ` J . . � . . . � � . . � . i �`�+ . ,�Y � . . . / \ JrII' • �J •, ��' � � �•4 •\�� � . . . . . . . . . . � . � ifi 6' GOIAR - Pt�TT � LaMBERT . . .L ' . � � �ti, ;.;. , � .,��w,�,,-N.;�,, . _ O : �.: .� . .. . �� i'.. ` •�;., r .. . �. � �f � �w . . . ' yLw4;^v � � � "GARDEN BENGH 3- 1 �1 �� : � :�;5 .,3 , � , , f •:.,.�,7;;.,, ,: ; � U :. . 'w ��.;,,, -{� M � . . . . . . . . . � �. . . . . . � ' I � ,�� .: ,� .+ � ,. � � ' 'ro e � w�,°. � . � � . . . � WOOD R�ILING , P05T5, BA�LLU5TER5 � . . ` \ . �� x,f y, � .. �� i �, .w.�A, 2 STONE GAP � STONE VENEER � . 4 � � � , , � � .�, ,c;�:.;�<, i 51DING � L • — ��- o � . � . . � . � � � . . I ( `�..�syN.f.. � � . . . . � :��'4 � . I . . �� . . � . . . "'F� DEGKING � � � i � � i � � ,,:� .. � . . � .� ki. :�'G'�; tj.i.✓y . . . � � . . . . . . . . . � � � � 1� . GOLOR — Pf�eTT � L�4MBERT :�<,..�.;�•.� ; : . i � i i �:��•�;�".�=. � � � � ��GARDEN BENGH 3-121 ° i i i i -. ;..k}: h� ? ; _ � f: •; r{< ry , r .r�A .R. � � ,4 �,:;�:��:x, ' i STONE YENEER - "JNYOMING M055 RO�GK° ' T.O . PLYYVDOD i . ,A;;;:�� � �,:. , � /\'�, � . � . � . . . � . . . . . � W O��—�11 . . . � G� M;; 1�rd r�i'� . • � � T . . . . . . . . . . � � -� - . .� • ` . � . . . . � . . � . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ r � \ I I ry , i r— , ' ., , - - - - - - - - - - — - — - - - - - - — - - — —.. _. -- - - -- -- - - - -- - -- -- - — - -- - -- - - - - -- - _ . ._: — -- _ _ _ _._ _ �_ ,, � � � ..----�._.__ � � I m ; '� I — — — — — — — — — — — — ' . r _ � � ! � � � ' .. �, � ,. . � % I , � ' . , •. . � ,% • • �„ . . • . . . ' � � � � � •s' f ` • • � �` . . � . . . . � I = � � � � . '. . 1 .. �' .�• � � ti � . .', � � � � _ 4 . :��. . . . . �r ' � . . ° .�`�;': �, � . � � 6. � , ' , . , . �. . �� �. . ` � r . ,. , . . � ,� I • • . ,• . � „ ,, '; • , . ' � � ` � ' � . � . � . ` � ';: �: . ; ' , ,. .` ' � " � i T.O. PLYWO�D� . .. . . ,. . 10x10 Y�IOOD GOLUMN c� EXTERIOR DEGK -- i ` � , ' � . . . ' � ` ` : : , ff � .. �;...�� � :� , , � � i -- _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ,_ „ 4 CALOR - PRATT � 1.P�MBERT � � t ... . . . ', . : ; ` , . . .. . . . , � EL "Iq99 6 � I ` ' i . �_ �' ' '�..'' ' . . . < � I I _,.. ,,, . . . , . . . . . . � � , . . .. - "GARDEN BENC.H 3- 1 � 1 " i � .. • ' : • � . �:� : . •. .. : �. . . . . . ' . . . . -- . � . � ... i - - - -- - - - - -- -- - -- - - - -- - - - - - - _ . � . . � , . �, , ,. . , • . . . . . . . . . . � . . . . . .. . : � i,. , . ,�, . . . � ; �,, . , �'` .: � : . . .• . �. . . . . , . ? ' , . . . � . . . . . . � . . � � . . � . . � . . . . � . , � . � . '�,... � �� . . . . . . . . . . . . . . . . , . � . . . . . . � � � � . . . . . � � . . . •. `' ` .c • , . , . . . � . � . � . . . . � . . . . . ,. . . . . . � �� . . � ' . .. . . ` .. 't. � . . � . . . . . . I . . . . . . . I � . . . . � � � � . . . . � � �. . . . . . � . . . T.G�. PLYYVOOD � i i - - - - - - - - __ -_ _ - - - -_ - - - - - - - _ - - - - - - - - - - - __ - — EL 7q96'-6° � i i - - - - - - - -- - - - - - - - - - - - - - - - - - -- - - - - — -- -- -- - _ — - - - - - - - - - - - - - i � TYPIGA�L FJCTERIOR FLOOR IN5UI�TION �RT - Q ( 55LIe I.7atE TRIM BEP�MS CTYP) i ALL EXTERI �OR FLOOR 01/ERHANGS) • 6 i � � i � � � 10 /4 tZ-38 BaTT INSULATION, 05/10/05 DRB 5ubmi55ion GOLOR - PRaTT � LAMBERT — ------ i i i ��GARDEN B�TIGH 3- 121 " : � � , � � � i i i � GRFA Analy5i5 05/1 't/05 . . . . . . . � i . \ � � . �,, I � . ... � . . I . . � . . . . _ i / , � � , ` ! , �. \ � i I 06/08/05 Q I � �. \ I , � - ` � I ~ \ � � I • • • _ DRB 5ubmi55ion Sx DUTRIGGER BEAMS (TYP) i i i O'1/01 /05 � GOLOR - PRAT7 � LAMBERT � �, ,, r Jl � �� �, � � � � � T.O. GONGRk`T'E Bu i Id mg Permit � "G�hhRDEN BENGH 3-121 �� � ? ; ; �. , .� _ - - - - - - - - - � � ._ _ , � : ; , ;� - _ __ - - - - - - -- -- - , � - - ,- - - �- - _ _ _ ,- _ �- _ _ -, EL "IqqO '-6" O't/�S/05 i w � _ Build 'g Permit rev'S p�.� � � _. _ _ _ _ _ _ ., .� _ _ _. _ _ _. _. _ ._ _ � � I � � � � � '` I � I � � � �. �. �, , L __ .._ _ _J L — — — J " � . �— , ° F . . : ° , 4;,: � , ,. ,,,,.. , . --: — . _ ,...._ . � ... ; : ; _ ' � I — ----------- I , , . : , _:. � � � , � � I i � _ — . � � � � I � , • , ; - y ; i , . . t, , ,—;; . , .. , i' ' .. , � ' . ., g . , i � y ' . - o ,� � � � � � � � � � � � � � � � T.O . 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S H � � � �, � -�- � �- � s p i \~ �, til i � 0 W U ,� � EDGE �F PAVEMENT �, � � � ,, i � �'� , I � I I I I I I I I _ � � � � � � , I � � � � � M � i �., i i � � ~ i � � � � � � � � ' — � i � � i � � , � i O � �, � i � i i I i � ii i i i � i i i � i � � ~., i k PROPERTY LINE '� � � _ i � � � I I � II I I I I I � 1 � I \ � i � ~' � I � ! � � j j � � j � I I i � � I I I I � � i i I � i , i i �SPHALT SHINGLES i i �' � � I i i i i i � GERTAINTEED PRE5IDENTIAL TL SH�K� � � � � GULOR - "JNEaTHEIZED YVGO�" i .� � I � � ' � � � � i � �` .; � q' -0�/4' � � � 16'-4%4' I � i i � \ �'� /�,' i � i � � ~� i � � � 12 � � � � � TYPIG�L ROOF INSULATION �P.T ALL ,. `' � � T.O. PLYWOOD C� RIDGE � R00�5); - - - i EL 8�31 '-4 1 /2,� - - - � - - - - �'� ,` - 5 " R-�5 EXTEtZIOf� RIGID FOh�M � Sx OUTRIGGER BEAMS I -- -- � IN5U1..A�TION '— ' __ _ �-- — -- --- --- -- — — � : j GOLOR - PRA�TT � L.RMBERT � , - _ - � .': . ^ .. ` � ; 5 ^� � � � � � - 4" BLUE FOAM SPRAY-IN � f "G�4RDEN BENGH 3-121 ° � ; - - : � ' � `' . . . � ` 12 INSLUATION BETYVEEN RAFTERS Z � � � � f � . . � . . � � � . . � . .. � . _ � J.. . v. w. .,.. . . 'u ' q. . • M, . . . . �, • iry..}. � ` w ..n \ � � � +`. \, . l� . . . � � . . . � . � . � . . � � . . . � . � � . . . � . . . . . . . . I . J.r.1� V� . ..+`E'�w .�� t' A Gas� � , . . � . . � . � . . . rn . . . . . . . . . . � � . ^ M'wiltt7'.+'_�.�h.rn`tit� � X,�.�. �Ty.�aN;��\�� �� T. .4 . t . \ ".. � �. . . . . . . . . . . . . . �x YVOOD RAKE � FA�SGIP� TRIM �TYP) � � '�.�.,. .°: ;.�,.., '.`+ :: :::. < . . ; �:.� � ,t., ,, ,w.,�.:: ,: . , . �. .,� ,,.., . � � � . \ �' � � � �` � �. � I � � . • ,� �, . . . � � � V/ � � � GOLOR - Pf�tTT � L�tMBERT _ '• ''� .: � . : . , : ; , r . I . ,.: . . .. ` , . � , :,: ' ', � j •,. � � ��� � — � " GARI7EN BENGH 3-121 " J, 4. : ,, ' , � , .. . . . . . . . . . . - s. ` �1 :, . � �. � `� � T.O. PLYWOOD r� I?IDGE LL ! ( ' � :. . ,.� .•• / \ .•t . • � . ."� . . � , . � — — � — — — — — — — — — — — — — — — — C ' i iu� � I ' ' � •,� : : ` � � \ F . . � . . . . V . '� : � � , LL� ��� —� � _ I I � ' . ,. � - l� , :•".� ❑ ❑ � .2 . _ 1 `'`� +_ � `� ' . . � . • ` ��. . . .1 � �'� ' � � � � � �e � . . . � � . � ' . � . � � . � � r : S �, t \ � . ! y �. , � � " /� /, \ . . .,.` . . . . . . . . . . . . � . . . . � . ' N . . � .. . .. .. . � �. g � � •I ,:', � . , � ��� r �' � ` � �� 3 t �[ . �- Ui ' ,! ` � , . `' '� '' - , , � ' ' ' ` � , \ , � � �-: _ z � 1 � � ' ,� '� • � i� ' � ' � � ''"` ' � :r : . . , •. • . • ' - i - � \ ,.. � � I I I , . . . �;, ... �, '; . � . • . . ' - ' I I I \ � � ` - �� I I � � .. , . . � .;. '� � � � � � � . . � � ' : : . . . � ' - I I � � � . - � �� . , . � ' �'� ; � �- I ` 1 � � ` _ • � � � ,- � � -' � ' . ' ��� . ., � , .. .. � . ` -' � � � T.O. PLYWOOD , -: �.: .��� � . . . . � � �� ' .. ,. . � . . . ; � . , . . . _ _ � ' � --- -_ _ _ � _ � 4 - - - - - - - - -- - •..��:�� . ' ` •�: .. ,I \ ` -_ _ T.O. PLYYVODD c� ROOF O EL 80� 1 '-6" � i , �- - - . . . � � •. ,. .. . . . ' . � �. : , . •.r : :. , ; .. , ., : ,-� : ` . — � , � i � � � � � - _ � -- - - � � - - i -� - - - - - � � � - .. . �� : . . . .. . . , . r. � . � � � ; . , � .1. � , . . . . � . . i � �' - - - - — — -- �. � EL 80� 1 '-� 1 /�" _ � � . .. . , . . . . .. . . , . . . . . :. . . � � . . . . . . . . �� � � - - - - - - - - - - , ---- ----- _ __. � .__ ____ . . . . � . . _ . . .. , . � . .,. . . . . , . . . . . �. � , . . . . . � � . . . : . � . . . ... . . .. . . . . . .. . ., ,� .. , ` . � _ - . . . . . . , . .: . , � � i � � _, N � - � � --- --- __ _ � . _ ___ -- ____ -_ . , � , _ _ __ _ _ . - - ___. _ _. __ _ . -_ � , - - -_ _ � , - -- � � ..: , . . . ; , � , ____ __ _ __ __ ___ __ _ _ _ _ t'� . � . , . . . . . :. _ � � . . � � _ ___ -- , � T .D. PLYYVOOD ' '.. : . . • � � � i I � �� � �� � - - - T.O. PLYWOOD � fZO�OF (f� O � � � 4 . � � . . ❑ . . . . . . � . 1 11 I \ � , . - � - - - - % � � EL 8018'-q 1 /4,� ,— � ♦ EL 8018 -6 - � - • , ,�.. .. TS'��. - - - I f \ f . � _� � � � � � r � � � � N � � �� � � ' � � : . .- `� - - - !� - � � (\ � - � O �' • • Sx HEAW TIMBER BEf�M ..:i . � ,� � ' . � � � ..- � - - - - - - - - - - � � � \ �� O . � 00 GOLOR - PRATI' � LAMBERT � ��'., ; :� . . . - �:,; : , !, i � � ' . ' i `�l� `� i � ` '` �� - s� I o�S ��GARDEN BENGH 3-121 �� '.t •..' , � • L� i � � _ , i �I � Q Q I � = .� ,. � . . . ' - - -- �. - . �0 � j � ` i �t- i � p� — — r l , � .. � ' I lr � �� Q V I . . . . � � � . ' , , , ('1� � , - 1 . . � . .. � . . � ' � I . I � � � � � a � T.O. PLYY�l00?� � cn U t� _ YERTIGAL YV�OOD 51DING ra� GaR�GE DDOR � i � � - I i i I � - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - . . .. . , . . . . . , - - - - - EL 8014 -6 � � � � � GOLOR - PRP�TT � LAMBERT : . , .. . . . � : . . .� : . • � . . ,.. � �� Q � (� . � , . .. � � � . . . . . . . � . / � , I \ \ � / .r: .,. > • � . • ` .� 4 ' . i. ^. �� . . , •�.. • � a; •�• • �: i a ' : 4�,. t '.li . � � � r�. � ��GARDEN BENGH 3-1 � 1 " I i �, I � i i , - - - - - - - -- - - - - - - - - - - - - - - - - - - - - . • � . . ; . . . . � � . HORIZONTP�L 1^10�OD 51DING � . .. . . . . � . . I . _— , _ ( I . � I ,•r, �`r.'r��y a���., •, "+�.�h : �k}!:�: . , ~ � �. � � � 71 ,Hf' W . �� '1 1`;':'! '+` C , , �� � . . . . � /� ��' /� � e� /�TM . � � � . � . . � � � � . . . � � . . . . I . , I I . . . . . ..i.� :' �:�S�r .�y:: `• . � ` . . . F� �, 1 ' �... ., � , • . VV � r IY� 1 I � � . � � . . 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"GAR.DEN BENGH �-1 � 1 " ,, ., : : - - - - - - r � � i � ` ` • , : ; ` �. ` � EL 8011 '-6,� - - i � � •„ , . .�: . . . >. . .. ; ,, , • � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � • � , , i, ; : , - WOOD HE�D � 51DETRIM � i - - - - - \ - - - - - - - - - - - - - - = - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - i � ,� i � ' i�• � 51LL � YVINDOW I � � � .� � � . � i � � _ ,- _- - - -- _- -- - - -- - -- - - - _ _ - - - �� - � • � . , ` ; , . . . . , � I �- - -- - - - -- - - -- - � - - - -_ _ _ _ -- - _ _ � - - - - - - - - - -� + - -- - - - - - - - - - - - - - -- -- - -- -� i i � � ., � . . . � ,: • �'� . �� j � � y .,: .:�•, .. � GOLOR - PRAT'1" � L.�4MBERT i ; i ., � ., ,, - . '' ' . •� �' ; "GARDEN BENC.H 3- 1 � 1 " �' � � ( � � �� � . . . . . ' I '•: ., ' � ': ., . .. , . ' i \ \ i i i ` ` :.5' ; :i . . YERTIGP�L WOOD 51DING C� PANELS . . , . . .. . � � � i i ' ' i GOLOR - PRATT � LAMBERT � ' � I � � � I I I i i i I i i � i ��GARDEN BENGH 3-121 ° FINISHED GI�DE i � ` � i i i i � I � ,� ' � � � ( I I � I � � i ; � j I � i i � � i T.O. PLYW�OOi� EJCISTING GRf�L�� i � ` � i i - -- - - - - - - - - -- - - - - - - - - - -- - -- - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EL. 8005 '-6" _ ; � � i ! � � ; � � - - - -- - -- - - - - - - - - - -- - - - - -- - -- - - - - T- - - - - - - - - - NIOOD RP�ILING , POSTS, BALLUSTER5 � � � i I . . . . . . , . � � � . . . . � . � � � I � � . � . . � . . . . � � . . � ( . � \ � . � . � � � . � . I . . � . !. ..�±v��"f.':.Jiu��..i(.+Si�S`«4 . . • ., ' . . .. . � • , I � . . . .. � . . . . . .. . _ �,,..t:r�..;. • ; ��.,� �� �.,. '� �� ' DEGKING . ., . . .. � � .::� • ',. • . , � I ! I I I � � � I i � i � ` . . ` . , .; . . � :. , . . . ` �:, ' ' � � . . � � • GOLOR - Pf�TT & LAMBERT i I � � i � I � �. ,:. ',. ' .• ' • ���,' • . . . � • . .', . `: � I � ! � � • . ' �' . , .? : ,.. , �� � I � � � i � ` ' Y . � �• ., ' ;: ;� ;4 : ,. , � : � ., ; w , "GP��DEN BENGH 3-121 ° , , � , � , � � . :�� � �+� �. ` . . .. �: r.: : .:,: � .:. , . 155ue i�ate .,• � '� s � �. ',• .; ' . t � '. .� . , • ,� , : I I � I � I ' '. .. ' ., ` . ' ` . , • ` .• �. ` • ti, , , , � � � � ', : '• �. .� 1 I i I i � � i � � i � ' ' ,' . ,. ' � � • .. •�. . . � • .. . , I `.' . DRB 5ubmi55ion 05/10/05 � ; � � � ; � � . '� : , •. . •', •^ . . �' •. ;. . ,.•• :� •: � �-. • . : , i I � i ! i i . . ���<: :;;�: i . . 4 '� : ,. ' . . ,. ; �. ?• :'• ; .'•� � `, . �: � :`i: :... TYPIG�L EXTERIOR W�LI_ INSUI..A�TION T.O. GONGRETE �, � �� i i � . . . � .. . . . . , . - - - - - - — �. � ____ � — � , - - - -- -' _-- - - - - --- - - - - - - - - � . � , . .. . , •, .Lr � .:;• . . . ,. �t. . � . , a:. ° a GRFA analy5i5 05�1VO5 , -t— �� � � � �. : ., , � ,. ` ' : ' � i (aT ALL EXTER IOR YVAL.LS); � EL '79qq'-6" -- -_ -� -- - - - - - - __- _ _ _- - - -- - - - - - - - -- - - - - - - - - - ! - - - - - - - - - - - - - - - - - - -- . . � . . . � � �� . � � . . . . . � � � � � . � . . . � . . _� . . . I . I � • .Y • ' . . . � . . �. • • t '• �••� Y • • • . . � . . . � . •. I� '• � . . � . ., t r i � i i i i i i . � . :,.�.� .. . . :.'.y . . �,: : �. . : � . �y .. : . 5 R- 19 BATT IN5UI.�TION I7RB 5ubmi55ion o6/08/05 � i� - - - -- -� � �' -_ _- -- ._ - - - -- - - - - - - - - - - - - � � :� : • ' . . . . . . . . �<'• , .. . �' •• , � �� ; � !_" `� � • .:. : : ,. . . . �'., .: ; � �• . . ,, �; �� � ' r; " . , �. '.� ' . '•. �..� ' ' �'::.:. • i, �: l' ' � O'1/01 /05 I I i � : " •. ' , . i , �. , . , . � , k., ; �, � . . '., �� . � i : Building Permit � I � i � I .', . . . . . . ., . • . M • • . , .. ,, . . .r ,{� � � i ; �, � i i . .; . � • . . ��: :r � � �. ; . T.O. PLYW�OOn Build 'g Permit rev'S o't/28/o5 - i i i � y � — - - - - - - - - - - — - - - - - - - - - - . . .. . . . . . . . . . . . . . . � I i \ k—�— — - - - - —T- - - ___ - - - - _ - - -- -- - - - EL '19q6'-6" � I - - -- - - - - - - � i � � � � i � - �- �- - - -_ _ _ __ - - - - _ - - -- _ -- - - - -- - -- -- -- - - - - - -- - - - - - - - - - - - - - - - - - I , � i � \ - - - . (- — I � i \ I I I I � I I � �' � \ i i � TRIM BEAMS CTYP� I i i ; � ( � � GOLOR - PR►4TT � LAMBERT '� � i i i � � ` V_ — i i I i "GARDEN BENC.H 3-1 � 1 " � � � � � I I � � - . � I I I I i I I i � � � f � I ; �, � i i � i j j I � � I Sx OUTRIGGER BEAMS �TYP) , � � i I � I � I � � � � � � 0411 T.O. GONGRETE _ � _ i � � � \ � � � � � i i � i i i GOLOR - PRATT � LAMBERT ;, �� r ; � . : � • l�� �� Job number: EL '19q0 -6 - - - - - - - - ' - - - - � - - - - - - - i - � � I I � i ' I � GARDEN BkNGH 3-121 r -- -- -- - T _ _ _ _ - --- - - -- - - - -- - - - �.. � i , i � I7rawn b mPp i i i , i , i � � i - - -_ � ► � �i _ L i i � I i _1.. _ ..� y � . . . . . . . � . . . � � . � . . � I � � L. -- - - - -� � . . � � . � . . � . . . I . . . .. . . � -, , ; . , . . 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OJEC � / : I AR IN I AT D IN PARENTHESIS . , � ' 1 I IN T E DC E BU LD G E5 , � , . , . � : . / � . , , , N AT F T P RAPHY THER FEATURES Y F N W N T D E0 0OG 0 2 APPROXIMATEL 3 0 S 0 0 LO 0 , Kw , / / „ , � I H H W R N T VI I LE NOR SHOWN HEREON � / MAY EX ST W IC E E 0 S B � < � , / : ' < , ` � � / P AK AN RV YIN IN 1 N T P RF RM A TITLE AR H OF TH S B E T 3 E L D SU E G C. D D 0 E 0 SE C E U J C , ` ; . , ' , / . _ _ � _ _ / . I T R I HT F WAY F R R ° PR PERTY T E TABLISH WN RSH P EASEMEN S 0 R G S 0 0 ECO D . , 0 0 S 0 � ; , , / ; ' . � R R M NT TI I IN THI IMPR V M NT ATI N ERTIFI AT W RE _ ECO D DOCU E S U L ZED S 0 E E LOC 0 C C E E , . / . / 1 — PROVID BY FIRST AMERICAN HERITAGE TITLE COMPANY ORDER No. 6 6 H00601] 12 ED // - � � . _ / . � - I AM N M NT N AT N 1 AT 0 P M ; , 061 M H E D E a. 2 D ED JU E 2 2005 5 . 0 . , . ► � , � _ / � . _ / / . _ � � YIN T P RAPHI MAP 4 7 � : ' 4 ELEVATIONS BASED ON GORE RANGE SURVE G 0 OG C JOB 0 22 . # _ ; , . _ ,� _ � � N TH A T PR PP RTY RN R T 9 9 C� R E E C E LO 3 9 5 . 0 S 0 0 , / � . ; , _ � � ^ / . , _ . . 1 , � - . � / � � T N H IN TH N RTH R Y IN F � . IMPR V M NT ATION ERTIFICA E BASED 0 OLD G E 0 E L L E 0 5 0 E E �OC C � / ` . 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IMPROVEMENT U ES. / � . � � � . : / � ` � _ � ° : PR V M NT N TH A , RI PAR N � n R R � RTIFY THAT TH IM S E BOVE DESC BED CEL 0 / IF THE E E OE E 0 u c OT 38 �. / L _ �, cn � _ � _ _ . / ti � � T i ITY NN TI N AR NTIRE Y WITHIN TH � ` , _ THIS AT 2 1 6 EXCEP UT L CO EC 0 S E E L E _ D E 2 0 � , � G � � � • / � , P � � , � / R A M N T _ �. 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' ..' . . � ` . � � . , � �� � . . . . . . ... . . . . . � � . . . . . . . . . . . . . � . . . . . . . . . . . . � . . . . . , � . . .. . . .. :. � . . �� � . � . . . . . . . . . . . . . ,. . . .. . _ . . . . .. . . . . . . . � . . . ' . . � � � � . . � � . . . . . - � . . . . . . . . . . . . . . . . . . . � . . � � . � . � 1 . . � . . i . . . . . . . . � . . . . .. . . . . . . . . .. . . . . . . . . . . . . . . .. . . . . . . . .. M ' . . . " . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ` . . .. � / . . . . . � . . . � � . � . . . . . . . . . . . . .:. / . . . . . . . . . . . . ' � . . . ' . � � . . � . . � . . � . . . . . � ' � � . . . . . . . . . >� -. . . . . . . . . . . . . . . . � � � . . .. . . . . . . . . . . . . . . . . . � . . . . . � . . . . . . . . . . . P AK AN ON LTANTS INC. : � E L D C SU , ' � / - , , - � , DRAWN EKS REVIEWED . BB . , � . i , P AK AN SURVEYING INC . _ / . _ E L D � , , � . _ / . HEE �F , : 1 of 1 � � S � _ - - - . . � . 7 47 44 FAX 970 476 8616 � 9 0 6 86 S ` � � P � 1 5 A 2 06 LC JOB . 3 2 . D TE , 2 2 � # ... N I P VAI 1 7 i � 1 I R OGE L00 L C4 8 65 ; . 00L0 S 0 , _ � ` , Ia _ M • ... ; - : ' ,' ' , ; � . � / : _ , � _ a - � , �.. . . .. �._ : n. �n �.. : .___ , _ _.. . � ,_ �.:. - -- � , _ _ � � <: .� . ; ;� �: � � ___ `; _ � , . � .. � . _ : : .. : . _ , 1 ' . . . , . � .�. . . �. , . . _ _ � �. _ � .,. ,.. �-- . � �. . , � . _ '� �_ , _ �. �-____ � :! � � �.. . .. . , � � . . . ..� � , �... � ' _ .,f , , �. , � : � � :.� ,,,� .._.. , ,� , , DESIGN CRITERIA : LOT 40 l� LPINE DRIVE JOB � 506 - 08 .,.� .�.� ,� v ��.,._._,�_ � .�.F .�,� , � n . All lumber used in construction shall have a maximum moisture content of 19 �. � o . Framing Notes : 2003 IBC FASTENING SCHEDULE � TABLE 2304 . 9 . 1 � � _ Roof Live Load ( Snow ) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 100 /80 psf 1 . Exterior walis _ 0� f - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - . „ . . , „ REGIS .� � Roo Dead Load 15 psf A . All extenor wals are 2x6 studs � 16 o . c . to a maximum height of 12 - 6 , 2x6 a , m �0 jF CONNECTION FASTENING LOCP, TION .•� � • � Gara e Floor Live Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 50 sf „ . , » „ 4� .. � • �. g FI - - p studs Ca? 12 o, c . to a maximum height of 14 - 6 , and ( 2 ) - 2x6 studs � 16 to a 4 .•p. 1, �. � Garage oor Dead Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - 65 psf . , „ , „ , `.► • '� • maximum heig � t of 17 - 4 unless otherwise noted . Walls taller than 17 - 4 shall 1 . �oist to si � l or irder 3 - 8d common toe� ail c`�, � ' Floor Live Load - - - - - - - - - - - - - - - - - - - - - - - -= - - - - - - - - - - - 40 psf . . g� y �, . . - * be framed with manufactured parallam studs , contact engineer for spacing 3 - 3 x 0. 131 na � l . 1C'r e � Floor Dead Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 30 psf p P ABBREVI AT10 �1 � I � T : �` ; w ; requirements , f not indicated on plan . Cap with a double top plate installed to 3 - 3 " 14 gage sta le Deck Live Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 100 psf rovide overla in at corners and at intersections with other artitions . If overla . . . . . -o : : � Deck Dead Load - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - 15 sf P FP 9 , . , P P 2. Bndging to �oist 2 - 8d common toenail each end , .p •.� o.. c,�� . p is not possible, strap top plates with metal strap ties ( Simpson ST292 or 2 - 3 " x o. 131 " nai� O,�► •. . . .+ �C� Wind ( 3 Second Gust ) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 90 mph ( Exp . B ) ,. �SSIONA�. Seismic Desi n Cate or - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXEMPT equivalent ) . 2 - 3 14 gage staple A . B . g g y B . Gable - end wal s shdll be balloon - framed to the bottom of rafters or end - wall ANCHOR BOLT IBC /IRC Edition - - - = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2003 . 3. 1 " x 6 " subfloor or less to each joist 2 - 8d common face nail A . F. F. ABOVE FINISHED FLOOR trusses unless approved by engmeer. 4. Wider than 1 " x 6 " subfloor to each 'oist 3 - 8d common face nail C . Floor or roof iraming members must be aligned to bear within 5 inches of the „ � A . F. G . ABOVE FfNISHED GRADE ,� � R 1 a ��� � FOUNDATION DESIGN . 5. 2 subfloor to joist or girder 2 - 16d common blind and face nail AD � . AD .IUSTABLE studs beneath . a . Design of individual and continuous footings is based on a maximum allowable bearing pressure • �. • • 6 . Sole plate to joist or blocking 16d at 16 " o. c. typical face nail ' ANCH . ANCHOR of 1500 sf dead load lus full live load . D . Provide 7 /16 thick APA rated sheathing ( plywood or OSB ) rated 24/16 , exposure 1 , „ „ p � p � at exterior face of exterior walls . Block all horizontal 'oints and nail anels with 8d 3 x o. 131 nai � at 8" o. c . APPROX . APPROXIMATELY b . Foundation and retaining walls have been designed using a lateral pressure of 60 pcf. . » „ � . . p 3 " 14 gage staple at � 2 " o. c. ARCH . ARCHII"ECT �. c . Footin s shall be laced on the natural undisturbed soii or com acted structural fill er the nails spaced at 6 along panel edges and at 12 along intermediate supports . ; 9 p � P P . . . . . BD . BOARD recommendations of the eotechniccal en ineer below frost de th . E . Provide ( 3 ) - 2 � 10 headers over all door and window openings , with one 2x6 trimmer so� e p � ate to joist or blocking at braced _ » bra w I n ( � ~ � � 9 9 � P wall anel 3 16d per 16 ced a I pa els BLDG . BUILDING � � c? and one 2x6 � ing stud each end , unless otherwise indicated . p „ ., » .._ N � d . This foundation has been designed according to the design recommendations set forth in . . . . , , ( 4) - 3 x 0. 131 nail per 16 T- � - F. At beam beari � g locations m stud walls , provide multiple - stud posts equal to width » >. BLKG . BLOCKING � o 0 geotechnical report #04188 by LKP Engineering , Inc . The contractor shall follow the ( 4-) - 3 14 gage stap � e per 16 � z � � � construction re uirements from this same re ort . of bearing member unless noted otherwise . BM . BEAM -� Q o 0 Y q p . 7. Top plate to stud 2 - 16d common end naii U J p � op 2 . Interior Load Bearing Walls : „ » BOT. BOTTOM e . Provide continuous foundation drains around the perimeter of all basement walls and at the , , , , „ 3 - 3 x o. 131 nail z � c� � � base of retcainin walls . Contact eotechnical en ineer for details . A . Interior load bearing walls are 2x4 or 2x6 studs ( as indicated on ' plan ) � 16 o . c . 3 - 3 " 14 a e sta � e B . O . W. BOTTOM OF WALL - � W _ I I f. Provide crawl s ace ventilation eg IBC re uirements . with 1 2 " sum wallboard both sides unless noted otherwise . Ca with a double 9 g P . BRG . BEARING � � z z � � . P p . . a . . . . � 9YP , , , P , , 8. Stud to sole plate 4 - 8d common toenail (/) II ' � rn rn g . A representative of the geotechnical engineer shall verify soils conditions and types during top plate mstalled to provide overlapping at corners and at intersections with other 4 - 3 " x o. 131 " nai� CANT. CANTILEVEF� � �- excavation . Re ort an discre ancies from ori inal findin s to structural en ineer for re - partitions . If � verlap is not possible , stra to lates with metal stra ties - _ �° C . J . CONTROL JOINT ~ �' �n � ^^ P Y P 9 9 9 P P P P 3 3 14 gage staple z r� x evaluatio � of foundation design . ( Sirnpson ST2 �2 or equivalent ) . ' CMU CONCRETE MASONRY UNIT Q .� o � o Q , , �- ao � �� h . Backfill around and above structural buttresses and retaining walls shall be compaction - tested B . Floor or roof framing members must be aligned to bear within 5 inches of the 2 - 16d common end nail CEM . CEMENT � � per the recommendations of the geotechnical engineer. studs beneath . 3 - 3" x o. � 3� " nai � CLG . CEILING � � i . Do not backfill against retaining walls until supporting elements are in plac � and securely C . Provide 2 - 2 � 10 headers over all o enin s in wall , with one 2x4 or 2x6 trimmer 3 - 3 " 14 ga e staple � .� C ) P 9 g � CENTERLINE � � anchored , or adequate shoring is installed . Concurrent backfilling of each side of a retaining and one 2x4 or 2x6 king stud each end , unless noted otherwise . 9 . Doub � e studs 16d at 24" o. c. face nail Z CLR . CLEARANCE . . � . wall to final grades as indicated on plcan or section is required unless temporary shoring is D . : At beam beari� g locations in stud walls , provide multiple - stud posts equal to width 3 " x 0. 131 " nai � at $" o. c. O � r� ' COL . COLUMN � � installed . of bearing member unless noted otherwise . 3" 14 gage staple at 8" o. c . U N °�° M � ; CONC . CONCRETE _ � �n j. Verify type of fill wift� soils engineer and structural engineer prior to backfilling . 3 . Floor Construction : � 0 . Doub � e top p � ates 16d at 16 " o. c. typical face nail � �.r� ° °' � „ „ „ CONN . CONNECTION L �. � � � . A . Provide 3 /4" thick APA rated Sturdifloor rated at 24 " o . c . , tongue and groove , 3 x 0 . 131 nail at 12 o. c . o, o, REINFORCED CONCRETE : � . . . » „ „ CONT. CONTINUOUS � x d- d- exposure 1 . Clue and nail panels to all supports with 8d nails spaced at 6 along 3 14 gage staple at 12 o. c. +� O � � CONST. CONSTRUCTION o „ „ Panel edges and at 12 " along intermediate supports . Install sheathing with long � m ^^ a . Concrete desi n is based on the Buildin Code Re uirements for Reinforced Concrete ACI C . P . CRIPPLE POST � � . ° o x i g g q � dimension per� endicular to �oists and end �oints staggered . Double top plates 8 - 16d common lap spl � ce � � 318 as ado ted b Cha ter 19 of the 2003 IBC . . � 2 - 3 " x o. � 3� " nai� DBL. DOUBLE +� o Q � Q � ) P Y P . . B . Provide solid blocking between floor � oists at all bearing locations . Blocking material „ , � � � > �� I b . Structural concrete shall have a minimum 28 - day compressive strength of 3000 psi . shall match the floor oist material . � 2 - 3 14 gage staple typ � cal face na � � D E T. D E T A I L c . Concrete shall be proportioned using Type 1 - 11 sulfate - resistant cement . Admixtures con taining 4. Roof Construction : J 11 . Blockin between 'oist or rafters 3 - 8d common toenail DIAG . DIAGONAL chloride salts shall not be used . A . Provide 5 8 " thick APA I wood sheathin rated 40 20 ex osure 1 . Install to top pla e � 3 - 3" x 0. 131 " nail DWG . DRAWING d . Cold weather concreting procedures shall be prov� ued as recommended in the ACI Manual of • � • � • p y • g / ' p • • 3 - 3 " � 4 gage staple DWL . DOWEL , sheathmg with ong dimension perpendicular to rafters or trusses and end � oints Concrete Practice . . . . » » 12 . Rim 'oist to to late 8d at 6 " 152mrn o. c . toenail EA . EACH staggered . Ncil with 8d nails spaced at 6 alang panel edges and at 12 along � P P ( ) e . Anchor bolts for beam and column bearing plates shall be placed with setting templates . intermediate su orts . 3 " x o. 131 " nail at s" o . c. E . J . EXPANSION JOINT f. Expansion bolts shall be located at a minimum of 6 bolt diameters from concrete edge and pP • • • 3" 14 gage staple at 6 " o. c . q s aced at 10 bolt diameters unless noted otherwise . B . Plywood sheathing shall be applied continuously over the primary roof inembers ELEV. ELEV TION p . , „ . . , rafters or trusses below overframed areas to rovide ade uate lateral stabilit . � 3 . Top �ilates, � aPs and intersections 2 - 16d common face nai � ENG . ENGINEER g . Anchor bolts for wood sill plates shall be placed at 4 - 0 maximum spacing with one anchor � . . . � p . . a y 3 - 3" x o. 131 " nai� . C . Provide wind /seismic anchors at supports for all roof �oists and trussed rafters . „ EQUIP . EQUIPMENT bolt at 12" from each end or corner and a minimum of two anchor bolts per piece . , 3 - 3 � 4 gage stap � e h . Con r e floor slabs on rade ' an n me I e ki r I w r r See nailing schedule . „ EQUIV. EQUIVALENT c et g d o ta d c ng o p y ood suppo ted by f aming shal ) 14. Continuous header, two pieces 16d common 16 o. c. alon ed e ; . , „ . , D . Provide solid blocking between roof rafters , trusses and lookouts at all bearing g g EXSTG . EXISTING � have sawn or tooled control joints at a maximum spacing of 15 - 0 in each direction . , locations . Blo� kin material shall match rafter, truss chord , or lookout material . 15. Ceiling joists to plate 3 - 8d common toenail E EXISTING ' Locate control joints along column grid lines where possible and provide slab isolation jomts 5 . Wind Bracin : g 5 - 3" x o. 131 " nai � � � � around columns . g . . 5 - 3" 14 a e sta � e EXP . EXPANSION I A . Walls over 4 feet long which are sheathed with gypsum wallboard on both faces and g 9 p EXT. EXTERIOR ! i . Concrete covera e for reinforcin steel : g g are indicated as shear walls on plan have been designed to resist wind forces in 16 . Continuous header to stud 4 - 8d common toenail � � 1 . Concrete cast against and permanently exposed to earth = 3 " accordance with Table 2306 . 4. 5 of the 2003 IBC . F. D . FLOOR DRAIIv . . . . . 3 - 16d common minimum , Table 2308. 10. 4. 1 face nail FDTN . FOUNDATION 2 . Concrete exposed to earth or weather: „ , 17 . Ceilmg �oists, � aps over Part � ons „ „ . „ , „ B . At shear walls , screw 1 /2 gypsum wallboard to all studs and to top and bottom . 4 - 3 x o. 131 na � l _ 5 bar and srnaller = 1 1 2 6 throu h 18 bar = 2 • » » . . ( See Sect � on 2308. 10. 4. 1 , Table 2308. 10. 4. 1 ) „ FLR . FLOOR # � � 9, # . plates with #8 x 1 1 /8 drywall screws at 7 maximum spacing . 4 - 3 14 gage stap � e 3 . Concrete not exposed to weather or in contact with round : • • . . . . FRMG . FRAMING �_ „ g „ C . Exterior plywocd or OSB wall sheathing is required unless specifically deleted by 3 - � sd common minimum , Table 2308. 10. 4. 1 face nai� Slabs walls 'oists = 3 4 Beams columns = 1 1 2 � s. Ceiling joists to parallel rafters _ „ » FTG . FUOTING , , � � , � engineer. 4 3 x 0. 131 nail �- ( See Section 2308. 10. 4. 1 , Table 2308. 10. 4. 1 ) 4 - 3° 14 ga e staple GA . GA U G E . g GALV. GALVANIZED REINFORCING STEEL. . � ' STRUCTURAL GLUED LAMINATED TIMBER : 3 - 8d common toenail 19 . Rafter to plate „ „ GEN . GENERAL ; . . 3 - 3 x 0. 131 nail � ( See Section 2308. 10. 1 , Table 2308 . 10. 1 ) a . Detailing , fabrication and placement of remforcing steel shall be m accordance with the ACI a . Materials manufacturer and ualit control shall be in conformance with AITC Product 3 - 3" 14 gage staP � e G . L . GLUE - LAM � ' ; Manual of Concrete Practice . ' „ Q Y GYP . GYPSUM GYPCRETE . � . Standard PS 66 - 82 , Structural Glued Laminated Timber" . » . 2 - sd common face nai � � b . Except where otherwise noted on the drawings , reinforcing bars shall conform to ASTM • • • . . . . . 20. 1 diagonal brace to each stud and plate _ » ,. . . ALL LUMBER CONNECTORS IN DIRECT HDR . HEADER ' �- b . Laminated members shall be fabricated using Douglas Fir with the following combination 2 3 x o. 131 na �� CONT�rCT WITH PRESSURE - TREATED � Specification A615 and shall be grade 6 � except ties , field bent bars where permitted by note 2 - 3" 14 a e sta le HORIZ . HORIZONTAL symbols g 9 P on plan , or bars to be welded , which shall be grade 40 . „ » LUMB � R SHALL HAVE A SIMPSON ZMAX 24F- V4 Simple - span beams 21 . 1 x 8 sheathing to each bearing wall 2 - 8d common face nail HT. HEIGHT c . At splices , lap bars 44 diameters . Do not weld or use mechanical splicing devices unless FINISH OR EQUIVALENT -��- 24F- V8 Continuous or cantilever beams �> » • . INT. INTERIOR specifically approved by engineer. 22. Wider than 1 x 8 sheathing to 3 - 8d common face nail d . At corners , make horizontal bars continuous or provide corner bars . Around openings and 3 Columns each bearing wall CONNECTION SCHEDULE INV. ( NVERTED � , , , „ , c . All members shall be Architectural Appearance Grade , unless indicated otherwise by the 23. Bui� t- up corner studs 16d common 24" o. c . K KING STUD � `' ste s in concrete , provide 2 - 5 bars extendin 2 - 6 be ond ed e of o enin or ste „ „ P � . ) . # , „ 9 Y 9 P 9 P • architect . 3 x o. 131 nai � 16" o. c. � SIMPSON H5 JST. JOIST � . e . Extend reinforcing steel a minimum of 2 - 6 through cold joints . Unless specifically located d . Protect members from dama e or ex osure to moisture rior to and durin construction . �� » on lan or details , coordinate cold 'oint locations with en ineer. g P P g 3 14 gage staP � e � s o. c. LAM . LAMINATED �--� � � P , , J . , , 9 e . Adhesive shall meet the requirements for wet conditions of service . QB SIMPSON LSSU210 ; � f. Welded wire fabric shall conform to ASTM S ecification A - 185 . La welded wire fabric a • • • • 24. Built- up girder and beams 2od common at 32" o . c. face nail ct top and LLV LONG LEG VFRTICAL ; P P f. Do not camber laminated members unless indicated on the drawings . �� �� • �� bottom sta ered on � ' � 3 x 0 . 131 nail at 24 o. c. 99 QC SIMPSON LSSU210 - 2 LONGIT. LONGITUDIN /� L minimum of one full mesh pfus two inches. Laps shall be wired together. „ „ ^ 3 14 gage staple at 24 o. c. opposite sides LTWT. LIGHTWEIGHT � g . Metric bar size conversion table : STRUCTURAL STEEL: Q SIMPSON LUS210 - 2 LVL LAMINATED VENEER LUMBER � METRIC 10 13 16 19 22 25 29 32 36 . . 2 - 20d common face nail at ends and at LSL LAMINATED STRAND RIM MATERIAL � ' # # # # # # # # # • » „ . E SIMPSON ITT2 . 1 11 . 88 a . Structural steel shall be detailed fabricated and erected in accordance with the most current 3 - 3 x o. 131 nail each splice � � U . S . #3 #4 #5 #6 #7 #8 #9 #10 #� � editions of AISC S ecifications and Code of Standard Practice . 3 - 3" 14 a e sta le MAX . MAXIMUM � - , p g g P FQ SIMPSON U610 MECH . MECHANICAL b . Structural steel W shapes shall be ASTM A992 . Other rolled shapes , including plates and 25. 2" planks 16d common at each bearing - , , � ' angles shall be ASTM A36 . Tube shapes shall be ASTM A500 grade B . Pipes shall be ASTM . _ . QG SIMPSON LUS210 MAT L MATERIAL 26 . Collar tie to rafter 3 10d common face nail MANUF. MANUFACTURER A53 grade B or ASTM A501 . 4 - 3 " x o. 131 " nail � STRUCTURAL WOOD FRAMING : c . Tube sha es are actual � ize as s ecified on lan . Pi e sizes indicated on lan are nominal �� � SIMPSON MIT411 . 88 MIN . MINIMUM P P P P P 4 - 3 14 gage staple face nail � a roximate inside diameter and refer to AISC i e schedule dimensions. ( N ) NEW . C PP ) _ P P , 27. Jack rafter to hip 3 10d common toenail QI NOT USED ., a . Except where noted otherwise , all 2 " nominal lumber, except studs , shall be Douglas Fir- Larch d . All bolts used in steel framin shall conform to ASTM S ecification A325 . Anchor bolts and �� �� NOM . NOMINAI .. 9 P 4 - 3 x 0. 131 nail ON CENTER � #2 and bettEr, and all solid timber beams and posts 3 " nominal and wider shall be Douglas bolts used in timber connections may be ASTM A307 . Bolt sizes shall be 3 /4" diameter 4- - 3" � 4 gage stap � e JQ SIMPSON HU11 w � ( 40 } - 10d NAILS O . C . . � Fir- Larch #2 . unless noted otherwise . OPNG . OPENING � b . Studs shall be Stud rade and better pou Ias Fir- Larch or Hem Fir. » QK SIMPSQ �J HU5 . 31 /11 ; g 9 e . Typical framed beam cornections shall consist of pairs of 1 /4 angles using the maximum 2 - 16d common face nai � OSB ORIENTED STRAND BOARD � c . Built - up posts shall consist of Dougl as Fir- Larch or Hem Fir #2 or better 2x4 or 2x6 studs number of bolts called for ' in Table 11 - A of th AI ' ' ' 3 - 3" x o.131 " nai� L SIMPSON LUS210 PLATE „ e SC Manual ( ASD Ninth Edition ) . „ Q R per plan and shall be nailed together with 2 rows of 16d nails � 6 on center along each . » . . ,, » „ „ . ,, . 3 - 3 14 gage staple PLYWD . PLYWOOD � f. Expansion bolts shall be wedge type Hilti or Rawl or Simpson , or approved equivalent stud . with the followin minimum embedments : 28. Roof rafter to 2- b rid e beam 2 - 16d common toenail � SIMPS (JN MIU4 . 28 �11 R . O . ROUGH OPENING � d . Built - up beams consistm9 of multiple 2x members shall be nailed together with two rows of " g - - - - » Y 9 3 - 3" x o. 131 " nail 16d n il 1 » . „ . 1 /2 diameter 2 1 /2 „ ON SIMPSON ITT2 . 1 /11 . 88 INVERTED RAD . RADIUS a s spaced at 2 on center, or with two rows of 1 /2 diameter thru - bolts spaced at » » 3 - 3 14 gage stap � e 5 /8 diameter - - - - 3 REF. REFERENCE � 24" on center. „ . >, Q SIMPSON HUC9 REINF . REINFORCE REINFORCEMENT e . To and bottom lates shall be Dou las Fir- Larch or Hem Fir 2 and better. Plates laced 3 /4 diameter - - - - 4 2 - � sd common ' � / P P 9 # P „ „ „ „ „ » face nail REQ D REQUIRED � g . Epoxy anchors called for on the drawings shall be Epcon or Rawl or Simpson or » �� P SIMPSON LSTA24 EA . SIDE OF 6x12 directly on concrete walls or slabs shall be pressure - treated Hem Fir #2 . . . . , , , , , 3 - 3 x o. 131 nai� � approved equivalent anchor systems . Minimum embedments , if not specifically indicated on 3 - 3 " � 4 RET. RETAINWG f. Wood beams bearing in beam pockets in concrete or masonry walls shall bear on a treated , gage staple X � » the drawings , shall be according to the manufacturer s specifications . _ REV. REVISION 2 6 bearing block . Provide � clearance around end of wood beam . Block against sides of 29 . ,loist to band joist 3 16d common face nail beam ocket with treated 2x blockin to rovide lateral su ort for beam . h . All welding shall be done by an AWS qualified welder. 5 - 3" x 0. 131 " nail R . S . ROUGH SAWN P � • g p Pp • i . Dela aintin within 3 " � f field welds until welds are com leted . " SCHED . SCHEDULE g . Within floor �oist spaces beneath solid or built - up columns noted on plans , blockmg of area , Y P 9 _ , P 5 - 3 14 gage staple • • • � � � • � . Where corrosive soil conditions exist , steel angles that are used to su ort exterior stone • _ • ' !,, ; . � � � � ��� � � SECT. SECTION e quivalent to column above shall be provided . Door or window trimmers consisting of a smgle Pp 3 0. Le dger s tnp 3 16d common face na � l , � stud do not re uire s eciol blockin in the 'oist s oce . veneer shall be galvanized and sholl be attached to the foundation with galvanized or 4 - 3 " x o. 131 " nail �� � � -� °~� `a � ,� " � f �� � r� � nif�r C� ��el � pment D�partment SHT. SHEET Q P 9 J P . �, . . stainless steel ex ansion anchors . » ., .. ,� ,.�.... . .� . � �cfic�n � � rveCeS h . Except as noted otherwise , minimum nailing shall be provided as specified in the Nailing p . , 4 - 3 � 4- gage staP � e , : � � F ,� ;, f �3 �a � lding Saf��r and In � SIM . SIMILAR » . k . ' All grout beneath column base pldtes and steel beams at bearing shall be non - shrink , non - , „ ���,� ��� r � +�: p �� Schedule on the drawmgs ( 2003 lBC Table 2304. 9 . 1 ) . . . 31 . wood structural b �,� q S . I . P . STRUCTURAL INSULATED PANEL metallic type grout . Grcut shall have a minimum compressive stren th of 250 � si . panels ond particleboard : 1 /2 and less 8d ( per KRM ,�, C.� i . Bolts used for wood framing connections shall be installed with standard washers and nuts . g p Subfloor, roof and wa11 sheathing 2 3/8" x o. 131 " �nail " Sec�ec� :a �_.,� =Y��. � ------- , . SPEC . SPECIFIC ,qTION '. Unless noted otherwise , steel connectors such as those manufactured b the Sim son (to framing ) : � 3 4" x 16 gage ° � t ��� s�a �tiar�ad Bu� tding Codellnt�rnational R�� �d���iaf SQ . SQUARE J Y P Com an shall be used to 'oin rofters 'oists or beoms to ot er b o _ � s /32" to 3 /4" 8d � ( per KRM ) 4 Code V� ' ° � y cd perenit. The �ssuanceorgrantmg af a perrn:t �ha61 p y � , � h eams t flush framed GENERAL REQUIREMENTS . » » • 2 3/s x a. 131 noilP nqt be constru��d to be a perm�tfor, vran approval of� any vialatian a# STD . STANDARD conditions. Use all specified nails . Connector conditions not otherwise noted sholl utilize type „ p . . • rortlinance of th� STL. STEEL • „ » 2 16 gage �ny af the provis�ons of thiS c:OdB Or C� 8t1y �th@ T � H U or type HU hangers of a size specifically designed for the member supported , as shown in a . Structural erection and k� racing : The structural drawin s illustrate the com leted structure 7/$ to � sd° • � � umin t0 ive8uthori taviolatearcanc�lthe STRUCT. STRUCTURAL designed by - . , . . 9 P �urisdictiona F�ermits pres 9 9 � . . . the manufacturers published tables . Contact structural engineer for details as required . with all elements in their final positions , properly supported and braced . The contractor, in ' ' nsofthlscadeorothero�nnatuu�e�softhejunsd�ct�onshallnotbe T TRIMMER r MTN 1 1 8 to 1 1 4 10d or 8d �I'�VISIO aj d C1 W Cl b y k . Wood nailer plates installed on steel beams or concrete walls for top - flange hangers shall be the proper sequence , shall provide shorin ond bracin as ma be re uired durin construction � �� � �� d e 1i�. Theissuanceofa etmitfiaSBdOR +COnstructiondocumentsand T& B TOP & BOTTOM ri ed to match the width of the wall or beam flan e . Nailer lates su ortin to flon e • • g g y • a g • • singte F� oor ( combination subfloor- 3/4 and less 8de ( per KRM ) 4 �a � � p uitditt offiGialfrom requ� ring thc PP 9 P PP 9 P 9 to achieve the finol completed structure . Contact structural engineer for consultation ( not � r1 underla ent to framin : 7 8" to � " sde otherdatasha�InotpCevetltth8b � t�+ T�� T& G TONGUE & GROOVE checked by hangers from one side only shall be installed flush with the face of wall or beam flange at contract as re uired . � g � � i s" to 1 1 4" 10dd or sde corre�tionoferrorsinthecoets#ruc�ondocumentsandotherda T. O . C . TOP OF CONCRETE . the hanger locations . j q / / building offieial is also authorizedtopr8ventoc,�upancy orus� of a ISSU2d b . Dimensions : Check all cimensions against architectural drawings prior to construction . Do ., f ' ' IationofthiscodeorofanyotMerordinancesaf T. O . F . TOF OF FOOTING I . Manufactured joists shall be from an approved manufacturer and shall be equivalent in load not scale drawin s . 32. Panel siding ( to framing ) 1 /2 „ or less 6d structure where in vto g 5 8 8d this urisdictior�. T. O . L. TOP OF LEDGE carrying capacity and deflection criteria to TJI 210 OR 360 series joists in the depths and / 1 r� / c Construction practices : General contractor is responsible for means , methods , techniques , � � T. O . M . TOP OF MASONRY PERM { T spacings indicated on plan . Provide blocking , bracing , web stiffeners and other accessories as g 9 / g g g EXAMINER. � 7 � 6 � 5 sequences and procedures for construction of this project . Notify structural engineer of 33. Fiberboard sheathin : 1 2" ►vo. 1 � a e roofin nai� h p�,q�g DATE: � 1 required by the manufacturer. omissions or conflicts between the workin drawin s and existin conditions . Coordinate 6d common nail . T. O . TOP OF � m . Laminated veneer lumber LVL shall have the followin minimum ro erties : g g g ►vo. � 6 gage stap � e ' T. O . W. TOP OF WALL REViSE � � 7 �28 � � 5 � � g p P requirements for mechanical /electrical /plumbing penetrations through structural elements with 25/32" No . � � a e roofin nai � h ' THRU THROUGH 1 . Flexural stress - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2600 psi structural en meer. Jobsite safet is the sole res onsibilit of the contractor. All methods REV � SE � � 8 �� 7 � � 5 . 9 Y P Y 8d common nail g � 2 . Modulus of elasticity - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 , 900 , 000 psi , . . . ►v . � i TRANSV. TRANSVERSE used for construction shall be in accordance with the latest editions of the IBC /IRC . 0 6 gage staple � 3 . Tension parallel to grain - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - 1850 psi . . . . . . . , TS TUBE STEEL COLUMN ORE �/ � SE � 0 � � � 2 � 6 � d . Details not specifically shown on the drawings shall be constructed in a manner similar to the » �; 4. Compression parallel to grain - - - - - - - - - - - - - - - - - - - - - - - - - - - 2510 psi . . . . . , 34. Interior paneling � /4 „ 4d ' TYP . TYPICAL . details that are shown for like conditions . These items shall be brought to the attention of 3/g 6dk ORE �/ � SE � Qq- Q6 � �,, 5 . Compression perpendicular to grain ( parallel to glue line ) - - - - - - - - - - - - 750 psi U . N . O . UNLESS NOTED OTHERWISE � the structural engineer as soon as possible for approval . Approval shall be obtained prior to 6 . Horizontal shear - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 285 si NoTES To TAB �E 23o4. s . � VERT. VERTICAL �� P installation . 7 . Connection of multiple - member beams : „ „ „ „ e . It is the responsibility of the contractor to contact the structural engineer at the appropriate For sl : 1 inch = 25 . 4mm . 2 3/8 x 0. 113 nails and 3 x 0. 131 nails are standard 8d and 10d Gun nails. V. I . F . VERIFY IN FIELD A . Top - loaded beams time to erform site ob � ervations visits . Observation visits to the 'obsite b the en ineer are : ` . . W. F. WIDE FLANGE i ) For members 12 " dee or less , nail each member to the next with 2 rows of p � y g a . Common or box nails are permitted to be used except where otherwise stated. P for determination of general conformance with the construction documents and shall not be b . ►vai � s s aced at s incnes on center at ed es, � 2 inches at intermediate su W. P . WATERPROOF » p g pports except 6 inches at supports where 16d nails at 12 0 . � . construed as inspect � on . spans are 48 inches or more. For nailin of wood structural anel and articleboard dia hra ms and shear walls, W. W. F. WELDED WIRE FABRIC ii For members reater than 12 " dee nail each member to the next with 3 f. Thou h ever effort is made to rovide a com lete and clear set of construction documents refer to Section 2305. Nai� s for wa � � sh athin are ermitted to be common box or casn . g ) 9 P � 9 Y P P , s P . g WD . WOOD rows of 16d ncails at 12 " o. c. discrepancies or omissior� s may occur. Release of these drawings anticipates cooperation and c. Common or deformed shank. W WITH B . Side - loaded beams continued communication between the contractor, architect and en ineer to rovide the best d . Common � Sheet 9 P . , W 0 WITHOUT • ossible structure . These drawin s have been re ared for the use of a ualified contractor e. Deformed shank . � i ) For two or three member beams , nail each member to the next with 3 rows of P . , , 9 . P P , q f. Corrosion - resistant siding or casing nail . experienced m the construction techniques and systems depicted . 16d nailS C1t 12 '� o . C . g . Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at intermediate supports. (� (� �/J (� • • • » • h . Corrosion - resistant roofing nails with 7/16 - inch diameter head and 1 1 2 inch len th for 1 2- inch sheathin and L� � � U 1"./ t.� ir) For four member beams , bolt through with 2 rows of 1 /2 diameter bolts at � g � g 1 2 " o . c . 1 3/4 inch length for 25/32- inch sheathing . i. Corrosion - resistant staples with nominal 7 /16 - inch crown and 1 1 /8 inch length for 1 /2- inch sheathin and 1 1 /2 inch D 9 iii ) For members consisting of more than four members , contact structural length for 25/32- inch sheathing . Panel supports at 16 inches (20 inches if strength axis is the long direction of p {� en ineer. the panel , unless otherwise marked ) . �` R � o � U g I� _ '. Casin or finish nails s aced 6 inches on anel ed es 12 inches at intermediate su orts . � � ' � J 9 P P 9 � PP � ��� �� �� � � � ` , ;:r a�^x:, -:..� . .� , . ; y ,�,: ` , ' k . Panel supports as 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports . . ,, .a a�� : ��� ;r .,.� ;,�- ,,$. � ,� � ; . . . . . . . ;, , ,� : r, .�� ""� ; ;, ,�' p { , : � ;,m r ;., r.a � � � �� , ,, ;. , @� �r . �i I . For roof sheathin a lications 8d nails are the minimum re uired for wood structural anels , , � :��. � }� � .. - ■ ■ r ; , , 9 PP � q p z � . , ,, � ��. L : ; , - . . . . . , . ,�� � . , ��:: � ` e IV Ca � �/� I � � � , � � � . . . . . . � `� P). �.. L l' � `4W' . �a k: ; r ' �, � m . Staples shall have a minimum crown width of 7/16 inch . � � � � � �, , < - �� �� � '� �� � �^�` � d:�� . , � . ,,, , !� ` , �u . .�: ;� ` ' ` n . For roof sheathing applications, fasteners spaced at 4 inches on center at edges, 8 inches at intermediate supports. � �f,f r . . . . , f, ,• o . Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathmg and 3 ; ; f � - � � ,�,,, � • inches on center at edges , 6 inches at intermediate supports for roof sheathing . � � , � � �, p . Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. p . ' q . Items noted as "per KRM " have been changed from the IBC schedule to a more restrictive requirement. � � L7 0 � � 6 - Q �.) , � ,��...�� . 4 � ___ ._ ._. . - : ` :_ _ w,r� ., � ._.__ _ _ , � r: , , � �_ . ; .� . � , � ; - - _ ;, . ^ . ,, , , ,_ , . _ � : � . _ - n„� ,. , � . � ; , ;. . . _. :, „ ;, , . _ __ , m ,.m__ ,� �. _ ; _ , ., � _ -- _.,_ � � . _ _ ,>�. _.._ _ _w� _ ._ � . ._ _ �_ ` : � e. _...4,�,,; _ ,,,�; _ ...�..w ._. . : ,� ,. �:.., � �._.. _ .._._.:�..�.,. , .. . � � . ��a�� . _-�_, W. � .,....�. . � . �.��,:..:Ww.. .�� � __� , .: :.,__._ _:. . _ ,� , , . ..... .� .� . . . .. . ,. . .,._ . _, � ,. . _ . _.. . . .. �,.,_� .. . . __ .:.�. . .W.:. ._ �.��� �� : . � � C,,� (� � L �/� , � � � � � o 6 5 4 3 2 1 ,�4 �� ��, o f� � ���T�.� : �Q���� G� �� : � ° . � ; 34167 ; , � '. ,� `� O.�` '�� �•' �'�`' F�, '•.«o•• G��'' s�4NA1. �� . 40 , 6 „ 1 � �� �a �� . � � R � ; 5 , _ p „ 6 , _ 0 » 2 , _ 0 » 17 , _ 6 „ 10 , _ � „ 7 ' _ 7 » � � • . �, c~.� °�° ._ � o 0 ti � z oo cc> cc> � 2x6 STUDS � 16 " O . C . W/ �j � J o � � 1 /2 „ PLYWD . OR OSB Z � c� � � ' SHEATHING � z - r� r� A � � � z � � � � rnrn f- � w ��., � /2 ,, �b x 10 " A . B . ' s � 48 " O . C . z � J r� x , IN CONT. TREATED 2x6 fL = Q •� o � ° � H , H ,- � � ��. STEP _ S2 _ -� � 88 ' - 9 T. O . F. � � � � T. O . W. . � � � � . . � Uy •- a G � 8 o G � 8 z �' : . � � � . � . � o �, � � % % %�`� � � . v N � � ►� STONE VENEER ��������������� � w I � _ �, �n r� ,.n %��i�ii�ii � „ , N T. O . W. = 88 — 9 � I � � � co rn r- PER ARCH . ����i���i�� . 1 /2 EXP . MAT L, TYP . - , . . � ,� . ,r��i � d a � T. O . F . = 8 3 ' _ 2 1 , - 8 „ co a. L � 00 a� � ���. � 1 - 8 - }- � . . . � - E-- . , � „ � c� •— � i A "`"' 0 � � � 4 CONC . SLAB PER PLAN ^ � I � � m _ .-..-. CONT. L 4x4x1 /4 W/ � 4 4 - � o x „ „ . � � , 1 /2 " s� x 4" EXP . ANCH . ' s �: � . � . ' 86 ' - 6 _ , � ^ +� c? Q rn � . . . T. O . W. - 86 - 6 � � tn � > ....,... � 24" O . C . � . � . . . � � T. O . SLAB , a . . . a . . I T. O . F. = 83 - 2 _ � � I 1 , 6 , _ � ( #5 ' s VERT C�? 16 " O . C . a ° . ° ��' �- . .o%o o � � : \�/�\�/��/��/\� , � � � � �.�Q • TYP . o � � � �i�\�i�\i,,i� , I � I 4 � a . ��i���i T. 0 . W. = 9 0 - 6 - � . w , \�,r � T. O . F . = 84' - 6 S5 � a � p I � , � - I . #5 ' s CONT. HORIZ . � 16 " � . C . _ � I C � � I � d- � ^ I � #5 D WLS x � Q . _ c� 48 " o . c . N . a � G � - G 6 „ � �. � � N ^ ' _ . � ¢ . � � STEP . STEP ►� � � . � ( 2 ) - #5 ' s CONT. HORIZ . 4" T. O . W. = 88 - 9 T. O . F. . . . TOP & BOT. T. O . F . 0 9 T. O . F. _ $ 3 ' - 2 , 83 ' - 2 . � a � T. O . F. ° � � � . . a .� � . a ' T. O . W. = 96 ' - 3 3 4 S6 � � _ � �� � � a . a / � � . � a � � � N A , „ T. O . F . = 86 ' - 2 , � „ j� � . . � I � � - _ . . 1 8 � . • . . a � . � � � 86 6 � ,� T. O . SLAB _ 6 � � 8 ' ' � PERIMETER DRAIN PER „ „ „ .. � T. O . W. = 104 ' - 3 3 /4 I , � ,, SOILS ENGINEER 6 8 6 � � � � S6 T. O . F. = 86 ' - 2 � � � `° T. O . W. = 98 ' - 3 3 /4 I I 6 � � � � � . . . . . . � . . . . . � . . � . . . . . . . . . . . . . . . . . . . , . . . . . . ^ I � . . . . . � . . . . . . . � . . � . 1) . . I I � . � . . . . . , � , 8 „ � � T. O . F . = 86 - 2 S5 2 3 �4 � _ � SCALE : " _ ' - " _ � 2 , _ � „ 8 , _ � „ ( I 12 ' - 5 1 �2 �� 4� - 8 � �2 �� 10 ' - 4" S5 � 3 4 1 � �.c� I I � B ( : S � � ' 2 I � T. O . W. = 111 - 3 3 /4 � _ ' � � _ T. O . F. 86 - 2 � � \ � : STEP ' - ' _ :d" �� -- � T. O . F. 8 ,, � � �.. \ � � I r� � I � I . I � � � _ � _ � I N � I d� / N N , � I I I 12 , _ 4 „ � . . . . . . � . . . . � . . � . � . . . � � . � . . . � . . . . . . . . . . � . w ( � . . . . I . I � � . . �. � ' . . . . � . . � E � 8 E � � � S5 I T. O . W. = 90 ' - 6 10 1Q " o � � � 'p _ � _ I ( �- I I I I T. O . F. - 86 2 S5 N � ^ I w ^ � � J � � � � I in D STEP D � \ T. O . F. � _ o _ � 7 � r � � , 9 „ �_ � „ (� I I •� - , � > ►, � A - T. O. W. = 9 - 4 CO , „ I 2 - 6 S6 � 00 N � f� TH o 9 3 3 / 5 90 ' - 6 � � � - 6 �- � � ! r � T. O . F . = 90 ' - 2 � � � O U N D A TI O N P A N scA � E : � 4 " _ � , _ o „ � I � _ S6 ,-. o . S � A � ; � L I , � s �, � , PLAN NOTES �- � � , _ 6 „ ^ , � � � , �- ti � � I � ' 1 . ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS : C C ' T. O . W. = TOP OF CONCRETE WALL T. O . F . = �iOP OF CONCRETE FOOTWG .T T. O . W. = 9 9 - 7 1 2 � � 2 . TOP OF FOOTING ELEVATIONS ARE BASED DN FINDING ADEQUATE SOIL BEARING o , � T. O . W. = 1 1 2 - 0 , „ � � T. O . F . = 90 - 2 1 - 4 _ _ „ �, STEP . _ / � 4 CON C ETE SLAB ON 4 CLEAN , ' , � � CONDITIONS AT THAT DEPTH . CONTACT E �JGINEER IF OVEREXCAVATION IS REQUIRED . STEP O . W. 111 - 3 3 4 T. O . F. GRAVEL ASE ON UNDISTURBED T. O . F. . O . F . = 90 - 2 3 . STEPS IN TOP OF CONCRETE WALL INDICAI'ED : � T. O . W. = 103 - � GRADE R COMPACTED % STRUCTURAL FILL PER SOILS 4. CONTINUOUS CONCRETE FOOTINGS ARE CE �JTERED BENEATH CONCRETE FOUNDATION NGIN . R IN WALLS UNLESS NOTED OTHERWISE . � � _ � _ E EE E FORCE SLAB WITH I- -I T. O . W. - 105 0 6x6 - W1 . xW1 . 4 WELDED WIRE : „ „ ,, 5 . CONCRETE FOUNDATION WALLS ARE 8 THI � K AND CONTINUOUS FOOTINGS ARE $ T. O . F. = 95 ' - 2 FABRIC HROUGHOUT. PROVIDE 1 " I I � THICK x 16 " WIDE UNLESS NOTED OTHERWISE . � DEEP SAWN OR TOOLED CONTROL B JOINTS ' T 15 - 0 MAXIMUM B 6 . DO NOT SCALE DRAWINGS . ao SPACING EACH WA 'Y. � N " _ , � � � � � I � � — — — � �, N ;� designed by TDH i � i ; _ N STEP T. O . W. = 110 ' - 11 1 /2 � N drawn by M TN `v T. O . F. 6 T. O . F. = 95 ' - 2 STEP cv c� SPREAD FOOTING SCHEDULE T. o . F. � checked by S5 � TYPE SIZE REINFORCING � issued 6 99 ' - 7 1 2 � A 2 ' - 6 x 2 ' - 6 x 1 ' - 3 - 5 ' s x 2 ' - 0 EA . WAY , � , , , � # � � S6 T. O . SLAB ' T. O . W. _ 110 - 11 1 /2 : � PERM � T � 7 � � 6 f � J B 3 - 6 x 3 - 6 x 1 - 0 ( 4 ) - #5 s x 3 - 0 EA . WAY I , T. O . F . - 99 - 3 1 /2 r� , , , , , I T. o . w. _ � � 2 - 6 I � N REVI SED 07 /28 / � 5 C 4 - 0 x 4 - 0 x 1 - 0 ( 5 ) - #5 s x 3 - 6 EA . WAY � � _ 9 � T. O . F . = 99 - 3 1 /2 S5 � , , , , , � I � , _ a „ ( � o " N REVISED 08 / 17 /05 D 4 - 6 x 4 - 6 x 1 - � ( 5 ) - #5 s x 4 - 0 EA . WAY � � � - p �� ( .- � _ � 8 � � - 9 �� OREVISED 01 / 12 /06 ' " ; � o � � „ T. O . W. = 113 - 6 ;� I 10 � S5 a � T. o . F. = 99 ' - 3 � /2 OREVI SED 04 / � 6 /� 6 �, � - �- � � � � ii, A A o �- _ � � � � � _ sheet � ° i i ' � g , � „ 5 „ � ' — N 23 , _ � „ � , _ 6 „ � 0 , _ � ,� 0 40 , _ 6 „ 6 5 4 3 2 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . � . �. . , � . . . .. . . . . . . . . . � . � . � . . . .. � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . � . .. � . . . . . . . . . . y; . . . . . . . . . . . . . . . . � . � . . � ' . . . . . . . . . . . . . . � . . . . � � � . .. � . . . . . . . . . . . . . . � . � . . . . � . . . . . . . . . � . .. � . . . � . . . . . . . . . . . . .. � . . . . . . . . . . . . � . � � . . `�p . . . . . � . . ' . . . . � � . � . . . � .. . . . . . . � . . � � . � . � . . � . . . . . . . . . . . . .. . . � � � . . . . . . . . . . . . . � 1� .. CONT. 2x10 �EDGER w _ 2x10 RIM C� DECK PERIMETER '� » � p � EG /s ( 3 ) - 10d NAILS � 16 - �,� � � . @ao j � O . C . AN D 5 8 " 4 x4„ o`��Da M ,�G�,�'F� „ � � ;� �►s LAG � 48 O . C . ,��L e . . �L+ , ' �°0,6? : '� • • e� � • t� I � � � �� ,r �,J . : a �ds«i��,i ee � » » r __ ���'F �'�� ��so�s���� �<� ������, 2x10 s � 24 O . C . ANT. x10 s@ 24 O . C . SS/ONA�- �c, 10 4����,r= S6 CON . 8 x 12 Oi� T. � � � � ,; C N r : x��� ��*���. CANT. JOISTS � � DRO PED v ����. ��.r �t � � O ��� � Q Q Q � CONT. ( 1� 1 3 4x11 7 8 LVL RIM +�o m m m �+`° - ; — — — — — — — — — � ; \�+ p , � � N , TYP . 0 '� � LO TY . �`L1 61. 0 O i : 3 ) - 1 3 / x 11 7 � �� . .� u h - . . w, ., . � ` . . - 2x1 � � G TYP . ,�' v N ` �', . . . . �, ... � x: , . �. � , , . . . . � fi ��, „ . . . r� ;„ � . . . ( FLUSH ) � J�. . � � D� , CANT. Zx10 BM . , N °z o°o co co ��� � � � „� , -Q Q o 0 'a . . � . . . . . . . . . . . . . . \ � � �� \ � �'�"' 4 � / �,� � ,, z � � � � 4 / —�- "�" '�\ `/ (V �� — � W � � J ( 1 `,�" 6 -� � S6 �+ ' �� `� `— `L+ � Z z r� r� I � � �1 � � �+ � h � ►� � II � o � � � . 'S\ -'' I- w � �� a , � p °° �,�,� k ; � . . z � � � �, x , � -1 � o ¢ s* F r` :f..r�t� � � � I �� ^ J U Q � L' 00 —1 u� � �- � � . LD TYP . o I- � � `� � � W � � � J � r- .— � J W r c}- �a�� '��' � u,� p� k i � � \ .,��, oo z � oo N �.��� 4r°�": 3 � •- r� � \ W \ I D� � "� � . EXTERIOR HEADERS ARE : � r, > X r, . @ S6 , z � I ' I �— W d- �- � � oo � � � I `- ,-. + ( 3 ) - 2x10 s W/ ( 1 ) - 2x6 .- � z � � I N D� W `— � U N � r� .— . x x o — � � O N � c� .. �� ��, TRIMMER AND ( 1 ) - 2x6 � �t- E- "� Q � ; X CANT. p �n `° °' � � �. KING STUD EA . SIDE , TYP . \ w r� � '- � r� � � N 2x10 ' s � � 00 rn rn c�1 `L UNLESS NOTED OTHERWISE ''`� v ( � � °° � � �� Q �- W N r- � z -�' o o rn rn . � EQ YP . h j m !� � .��o � � ,.�., � ,, m � � m .-..-. . W 10 x 0 � � . .-. z �, N ��t. � . J o x cv '� � � `�' ..� C� �- A . . . . . . � � . . . .. . . . . . . � � ,.�4,� . . . . � . . � . . . . . � � . . . . � . � . � ,_,, . � . . . . . . . . . � . � . � ' ` . . . �. � � � , v � v ,+,� � Q Q ( 6 - 3 4 ) �` 6' '` CONT. 2x10 LEDGER w / � � a: > °...' � J�. N TCH LVL � 3 ) - 1 3 /4x9 1 /Z LVL � '� �. . . ( 3 ) - 10d NAILS � 16 " � i I N 0 TL. M . `L �r. � : r � t ;� +, .1 �� , �, : � �� � � „� 3 2x10 `� , � , ' � � .� . . .� O . C . AND 5/8 „ � x4 " � � �.\ C ) + + � „ � Y}�: �, LAG G� 48 O . C . . � . 1 1 /4x11 7 /8 LSL RIM C� FLOOR �`L� �`L� : _ . . 96 ' 6 PERIMETER INDICATED THUS , � ( T. O . LY D . TYP . kx ; > W 2x10 ' s C� 24 " O . C . . J z � �� r .. I � �z �N W 8x 2 1 1 /4x11 7 /8 LSL RIM C�? FLOOR � � CONT. 2x10 LE � GER W ' ° ,, .'. ( DRO PED ) PERIMETER INDICATED THUS , � � W � � 8 � z 105 6 3 /4„ � x 6 " EXP . ANCH . ' s � � TYP . .: X � � T. O . PLY D . „ � d- � I C�? 24 O . C . I S6 I M � � _ _ . � �' 5 . 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J ; ., , ,, ,� r � ,- � ., � , > � H � EXTERIOR H A R AR . � � .�- E DE S E I � � CANT I ( � . o . v J � _ ( 3 ) - 2x10 ' s W/ ( 1 ) - 2x6 . : .I � � • _�' 0 12 " � `� — 1 - 1 3 4x � JOISTS ( � EQ YP . � .f- r� CANT. r� TRIMMER AND ( 1 ) - 2x6 � ( 11 7 8 LVL ' , X d- S5 � � � � JOISTS � ( � CONT. 1 3 4x11 7 8 LVL KING STUD EA . SIDE , TYP . � �o .— ( ( , . cv cv � I ( i`ti+ I � , � „ � „ UNLESS NOTED OTHERWISE `L+ .����; _ C , .-. LEDGER w 3 4 4> x8 F=� � � N (��� � I � 7 EXP . ANCH ' s � 12 " : ��,1 � I ,� S6 STA �� � � `� + F-- � , CONT. 1 3 /4x11 7 /8 LVL , � , � � � � � �—� � � , GGERED J� . . ,_ � �`�L J� z 111 6 „ „ � � { . 109 - 6 � .� Q � 7 LEDGER w / 3 /4 s� x8 .� , � o +� `�+6 T. O . PLYWD . + .�. I �`L� �'k� � T. O . PL UVD . N H , „ - EXP . A C s C�J 12 � � � EQ TYP . TEP T. � . � � , . . ; ,,� ._. v .� .� , _..,T � S6 STAGGERED YW �, o g _ � . � . . L . � . . . . . . . . . X X h}�7` i i ."�, I i i . ` �f ,. i�. i � �i i a�, i I i �. II I i i i ., � � I � . . � . O . 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REINF . , 1 � � ��' „ w /6x6 — W1 . 4xW1 . 4 WWF I ' � 1 3 4x1 7 8 L L C� 16 O . C . ON 1 1 /8 " PLYWD . � GARAGE l � I : F� � � SLO E ( F R . AM I G . � , � 2 1 3 4 . , . . . . . . . . . . . . . . . . . . . . . . � . . � . � . . . . � � 7 , , : , , i a i , . . . . . , . . . . . . . . , - � , . . . . . . . . 1 8 VL' ; , , � . / � � , , . ��J . �� . . �, �..�, - � _ . 6 • , S6 7 6 111 ' 2 S5 T. O . PLY D . ' TD H : ss � designed by drawn b M TN 8 ss y s5 checked by CONT. SLOPED & DROPPED $ issued ( 2 ) - 1 3 /4 " x9 1 /2 LVL 5 LEDGER w / 3 �q.,> � x9 „ EXP . P E R M � T � 7 � 6 � `�J , „ l � ANCH s C� 12 STAGGERED ; REVISED 07 /28 / 05 . - REVISED 08 17 05 � � � � � REVISED 01 12 � 6 ; NORTH � � � „ � � , NORTH � REVISED 04 06 06 � � M I D D LE F � O O R FR A M I N G P LA N S � A � E : � 4 = � — o _ � , , � , i i � M A I N � I_ O O R � R A M I N G P LA N _ ScA � E : � 4 — � — o PLAN NOTES : . PLAN N OTES . ; 1 . INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS : � � � �� � 1 . INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS : 0 2 . POSTS BELOW ARE INDICATED : � NON - CONTINUOUS POSTS FROM ABOVE ARE INDICATED : � SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED : � 2 . POSTS BELOW ARE INDICATED . ;,� NON — CONTINUOUS POSTS FROM ABOVE ARE INDICATED : � sheet � SINGLE STUD TRIMMERS THAT D0 NOT REQUIRE BLOCKING BELOW ARE INDICATED : p 3 . FLOOR SHEATHING IS 3 4" TONGUE AND GROOVE APA STURDIFLOOR EXP . 1 SPAN / ' ' 3 . FLOOR SHEATHING IS 3 4" TONGUE AND GROOVE APA STURDIFLOOR , EXP . 1 , SPAN - RATING 24 O . C . � RATING 24 O . C . , EXCEPT C�? GARAGE FLOOR ( SEE PLAN ) . � 4. XXX ' — XX " INDICATES TOP OF STEEL BEAM ELEVATION . WOOD BEAMS EXCEPT HEADERS ARE FLUSH WITH FLOOR JOISTS UNLESS NOT R PP . ° ( ) , , ED ( D 0 ED } 4. XXX ' - XX " INDICATES TOP OF STEEL BEAM ELEVATION . WOOD BEAMS , EXCEPT HEADERS , ARE FLUSH WITH FL� OR JOISTS UNLESS NOTED DROPPED . 5 . „ O „ INDICATES CONNECTION TYPE - REF . S1 FOR SCHEDULE . C „ � ( ) ° � - 5 . O INDICATES CONNECTION TYPE — REF. S1 FOR SCHEDULE . 6 . ALL FLOOR JOISTS ARE 11 7 /8 " TJI /210 � 16 " O . C . , TYPICAL, UNLESS NOTED OTHERWISE . „ ,> . 6 . ALL FLOOR JOISTS ARE 11 7 /8 TJI /210 C? 16 O . C . , TYPICAL, UNLESS NOTED OTHERWISE . JOB 0506 - 08 � ��. -- _ -_ _ _ . . _ ..Y � . _ �. � , _ �. .._. ._�._. .�:_ _ _���_ __. ..� ��� , . ... .. . .� _ . �, �. :�. 1 S5 . 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F� . � �' , , r� � .d � � \�-�- \�-f- � . �- C,p s C,p s . , I ----- — — ( DBL 2 12 ' s 24" . C . OR ( 1 3 /4 11 1 / LVL' s � 24 " O . C . I � I 02 - �I , � CONT. 2x12 STRUCTURAL ( 1 } - 1 3 /�4x7 1 /4 LVL, TYP . � ry z o � • ( SUB - FASCIA , TYP . � `L+ � z � 1 � �+ _ � � , I s5 1' ° � � � � _ ; TDH r � � � � � designed by _ ax , ` +�o ( 2 ) 1 3 /4 9 1 /2 LVL � I � M TN � ��y � � � drawn by �� � I � checked by � I I � � � issued I I 2 CONT. 2x12 STRUCTURAL � �- - - - - - - - - - - - - - - - - - - -� � — — — — �.—. _ . .—_. . _ .—. _� � S5 suB — FASC � a , TYP . �- - - - - - - - - - - - - - - - PERMIT 071061� 5 REVISED 07 /28 / 05 ' REVISED 08 17 05 , NORTH � � N OR TH OREVISED 01 / 12 / 06 U P P ER � LOOR 8c LOWER R OO � � R AM I N G P � A � S � ALE . � 4 _ � o . , , _ , _ � , � � . , � _ � _ » HIGH ROOF FRA � ING P � AN SCALE . � 4 � o OREVISED 04 / 06 / 06 ; , � PLAN NOTES : � PLAN NOTES . . ,, , , , , , ; 1 . INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS . 0 1 . INTERIOR WOOD STUD BEARING WAL�S ARE INDICATED ON PLAN THUS . � � , , � , , �, , � � � , ,�, . 2 . POSTS BELOW ARE INDICATED . � NON - CONTINUOUS POSTS FROM ABOVE ARE INDICATED . � P T W AR IN I AT : �}�w N N - C NTINUOU PO TS FR M ABOVE AR INDICATE : - 2 . OS S BELO E D C ED � 0 0 S S 0 E D � SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED : p SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BEL01'V ARE INDICATED : p sheet 3 . FLOOR SHEATHING IS 3 /4" TONGUE AND GROOVE APA STURDIFLOOR , EXP . 1 , SPAN 3 . ROOF SHEATHING IS 5 8 " APA RATED SHEATHING EXP . 1 SPAN RATING 40 20 . � , , / RATING 24 O . C . . 4 „ ,� INDICATES C � NNECTION TYPE - REF. S1 FOR SCHEDULE . ; � 4. ( XXX ' - XX " ) INDICATES TOP OF STEEL BEAM ELEVATION . WOOD BEAMS , EXCEPT HEADERS , ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED ( DROPPED ) . „ „ _ 5 . ROOF BEAMS , EXCEPT HEADERS , ARE FLUSH FRAMED UNLESS N � TED AS ( DROPPED ) . 5 . O INDICATES CONNECTION TYPE REF. S1 FOR SCHEDULE . �� „ 6 . ALL ROOF RAFTERS ARE : 2x12 ' s C�? 24" , TYPICAL, UNLESS NOTED OTHERWISE . 6 . ALL FLOOR JOISTS ARE 11 7 /8 TJI - 210 C�? 16 O . C . , TYPICAL , UNLESS NOTED OTHERWISE . 7 . ROOF SHEATHING IS 5 /8 " APA RATED SHEATHING , EXP . 1 , SPAN RATING 40 /20 . 8 . ROOF BEAMS , EXCEPT HEADERS , ARE FLUSH FRAMED UNLESS NOTED AS ( DROPPED ) . 9 . ALL ROOF RAFTERS ARE : 2x12 ' s C�? 24 " , TYPICAL, UNLESS NOTED OTHERWISE . _ � oB � 0506 0 � �.� � � _ �� _� �_ , _ �.:v� _. _ .w �, . . .. .::. ... . . ... .: . . . _ <.. .. ,.,,___�.. ., .:,: '�IT" � � �, �� ��. �, ,. . . . : . . �. . . . � . . . . . . � . . . : . . � . 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SHEATHING 4NA 0o z '_ _'' OPTIONAL SUPPORT: . � ( I L4x4x1 /4 w /( 2 ) - , _ SLOPE 3 �4►, � x4" EXP . ANCH ' s �1P � 1 0 ��� � 111 6 FR A M I N G �ii�ii�ii�ii� i��ii �� �� T. 0 . SLAB � r . . . a . . `�'���ii��i��i��ii` ( %%�i��i��i%i' o�� • � � � a . . . : . . . a ° . %�,������� ,���\���,i��` _ 2x4 STUD BRG . WALL � i i i i . . . � � - � � . : �!��� ����� � TJI BLKG . PANELS � 24" 110 ' - 11 1 2 ��i��i�����i��; ��� ( I � ��� . 2x6 STUDS � 16 " O . C . W/ IN FIRST JOIST SPACE W/ T. O . W. ��''` ��, . � v o0 � � � ,_ a 1 2 " PLYWD . OR OSB 5 - 8d NAILS INTO EA . ��!�� II . . 18 " CONC . PIER c� N _ � � ) , i . , � � ' z I � � I � o o � � � SHEATHING PANEL, TYP . „ , � a < . o0 1 /2 EXP . M AT L , TYP . . � -Q Q o 0 d „ : . a � . , � U � � 0000 1 1 /2 LT. WT. TOP P I N G „ . - . o I I Z -� W c� rn rn ,,,�`� 2x DECKING PER ARCH . 4 CONC . SLAB PER PLAN a � � a a , I � � z r� r� - � � z 99 ' - 6 � � , , _ . . ; . r� _ � p • p � � , I _ � cn i- � 90 6 90 6 . . �� �� � 4" CMU BELOW —�- � 4) #5 DWLS x J I- w .-..-, T. O . PLYWD . T. O .W. � �. a � � � � � � . a � . T. O . SLAB 1 /2 " � x 10 " A . B . ' s � 48 " O . C . . . a : 1 3 /4 x11 7 /8 LVL s -� �' �.n � ,,� X . . . � . , . � , a � � . . a a „ GRADE FOR STONE � z � � F- . � a 99 - 3 3 4 � . ob�t,;� IN CONT. TREATED 2x4 Fj? . : C� 16 O . C . VENEER SUPPORT �` Q '� � �= r°� � - ' • ' .a � � � � �� , L TYP . ' T. O . W. 1 ' - 6 0 � .e � .�'�� » 0 � . . .� .� .� .� .i . �— 6 J � . . . �/�/��/��/��i a » � 4 DWL� x : � r r i �i� � 1 ' 3 /4x11 7 /8 LVL � 2 � # �i�i i � � _ . � ������ ° ° � 16 " O . C . 1 ' - 6 . � � i i . . a ����� . . �p .. BLKG . C� 24" #3 TIES x N z � „ �a . „ 2x1 � DECK JOISTS C�? 24 � � ° . . . �% . . � a > r- . 11 7 /8 1 - JOISTS PER PLAN � � a . _ � I _ _ C�? TOP MID , HT. ' 0 � � � . . . ( 1 ) - #5 CONT. HORIZ . � MID - HT. � ;, �. ,,. _ � & BOT. U N o�o rn � o . a : � . � 5 a 5 . � a_ — _ _ _a. _ � co rn 'n . � Q : � : II � a . . . . . . L.. �" 00 � 0� � CONT. TRTD . 2x10 LEDGER W/ :. . , . N X � R CONT. 1�RTD . 2x6 f� . � . . aa . � d- d- „ „ > CO T. 2 2 LEDGE W . � x 3 /4 � x 6 EXP . ANCH . s a ° . . . � : . . . � � #5 ' s VERT. C� 16 " D . C . � SEE SCHED . FOR REINF . +� o o � �, �, ,> � , ( 2 ) - 1 ,6d DRIVE PINS � #5 DWLS x N ° � -' � m � C� 24 O . C . � � � . �i �i �i���i` � 16 O . C . » , , . 4„ • 4„ ,, w I . . v EQ . EQ . � � � o x ����;��,��������� . . . � 1 /2 E >, P . M AT L , TYP . . � 24 O . C . � a � a � � c� J � Q '�%%� . a „ r� � • Q a, ,� ����i���i�� . a : . g . cn � > ..��. `��\�� � � „ ,, � . � , '�%i,� : 4 CON �., . SLAB PER PLAN � a � , .. .� SEE SCHED . � � � � ( 2l y�5 s CONT. HORIZ . � ` ' , \ / — // d 4 � . a � . , „ , : . � . �a TOP & BOT. � � ; � #5 s VERT. @ 16 O . C . 86 - 6 • ' ° � . . . .. A . rr e n � T. O . SLAB a � � . : , , . . �t SCALE . 3 /4 = 1 - � . . . a . , . . a . 86 _ 2 a . . � - � a '�`�r � . � . T. O . F . , „ S5 � . �� e . : � � . � � . _ � � � a #5 s CONT. HORIZ . C�7 12 O . C . ��������������. . . � : �a � ��o�i�i�� . Q � � � � a � . , i� i� , � � . . . � . � . . . . .; � � #5 D WLS x . � � „ ;, #5 CONT. HORIZ . LONGIT. �, „ . . � a ° RIDGE BM . PER 4 4 . . , » i C�? 8 � C � � �� . PLAN � � #5 s CONT. HORIZ . C�? 16 O . C . 8 „ 8 „ 4„ � � _ 4 . a. d • . . a � . , „ . . : • • ; 5 D WLS x �° . � : � - g a . � r # � , OB TYP . F� " � . . 10 SCALE : 3 /4 „ _ � , _ � „ ( 2 ) - #5 s CONT. HORIZ . � a � 48 O. C . N „ . . . TOP & BOT. . . � � 6 . . . S5 � � � �2 „ EXP . MAT' L, TYP . #5 ' s x 3 ' - 3 C�? 24" O . C . . a � . � a-a , � 8� ° � �— _ ' » � ( 2 ) - #5 s CONT. HORIZ . � MULTIPLE 2x6 OR 2x4 COLUMN N . � 4 CONC . SLAB PER PLAN . � , : „ , REF . PLAN \ � . a � � � TOP & BOT. 1 /2 EXP . MAT L , TYP . � � . � . 99 - 7 1 2 � . . , a . . a . . ,. ° 16d DRIVE PINS � 16 " , `- � � � � � - � T. O . SLAB 99 - 31 2 � � � � � � " . a . 4" CONC . SLAB PER PLAN IN CONT. TREATED F�' � o $ . . . _ . . . : . � � � ° , �� � 2x12 RAFTERS � ��, � : , T. O . F . o . � . � � � . � ° � a . • . � PER PLAN �; a � � ( IF HEATED S GLUE � � � ° � • a . ' . . Q • . i °i i/ i � `„� . ' . . . . . . . . . . , � .. : Q � � . T. o . s �aB R ) � b � . . . � . . _. � � . � % � .% . . a � � . . 90 - 6 TO CO TE � �° . . a . � �%'%�%�� 9 � - 2 � . . . �. � . � � - � �� � . o � � . �. . � � � . � �� o � _ . . a 99 - 7 1 2 .- � � � T. O . F. ° � . _ . a.. . o� � , �, � � .a . . . . . . �.� �� . � , � . � . . . � � . � . = T. O . SLAB �� a� _ . . . � . . � . � a . 4 � ��i � #5 ' s CONT. HORIZ . LONGIT. � . a ° , , : , .o'�b . - ^. � � � a . a . � � � . � . _ �r- ° . � . , � . . �� �> �� �� �� . � - � . � � � . ° .. �. � �����\/�\ � b�; � 6 • // // // // � O ' a . , ' • '° - ' .00Po � rr n r r� J � � ° . o� � STL . RIDGE BM . PER . . � �� � ,�� o\�\ �\ \` . . . e ' �� ��\ i i i i ; � � � � . . \ \ ��i��i�� o PERIMETER DRAIN PER 1 - 9 10 1 - 0 v _ PLAN `i��i� .� . a. . . .��� � _ � � PERIMETER DRAIN PER i. � / \ \ a : a . . / i I � „ „ „ � REF. SPREAD � ii�i�� � . . . a . . a- � ° ������ ��� � SOILS ENGINEER 3 , _ � „ � ` � , . . � ! w SOILS ENGINEER 4 $ 4 FOOTING SCHED . �" �� ' �a: � . � � ° - � ii,i W . �=� � SHEET S2 , FOR � � � 7 SCALE : 3 4 " = 1 ' - � " Q TYP . � 1 � _ 4�► REINF. � � � EQ . EQ . ° ° � � � S5 � 12 SCALE : 3 /4 " = 1 ' - 0 " . � SCHED . WIDTH � S5 N 0 SE . � ,� , „ , „ Zx4 OR 2x6 STUD � , 2x6 STUDS C� 16 (J . C . W/ 9 SCALE . 3 /4 = 1 - 0 ; � �2 „ PLYWD . OR OSB BRG . WALL ; S5 0 SHEATHING „ „ 2x12 RAFTERS 1 1 /2 LT. WT. TOPPING 2x6 STUDS C� 16 O . C . W/ PER PLAN � � /2 „ PLYWD . OR OSB CONT. TREATED 2x6 f� W/ 1 1 /4x11 7 /8 TIMBERSTRAND - 105 ' - 6 SHEATHING 16d DRIVE PINS C�? 1fi " O . C . � LSL ( OR EQUIV. ) RIM T. O . PLYWD . � ( IF HEATED SLAB GLUE � 1 2 " � x10 " A . B . ' s � 4' - 0 O . C . CONC . SLAB PER PLAN f� TO CONCRETE ) 3 SCALE : 3 /4 ,, _ � , _ p „ � �, �, , �, � � 1 /2 � x 10 A . B . s C� 48 O . C . 4„ CONC . TOPPING ON WATERPROOF IN CONT. TREATED 2x6 h? , S5 M--� IN CONT. TREATED 2x6 (� 86 - 6 � MEMBRANE PER ARCH . ON 1 1 /8 " T& G . . : . ° � . � � T. O . SLAB . . . _ 104' - 3 3 4 STURDIFLOOR . . �, � . n a � � � � � � .� . , � � � ' _W,�-° . , � d � _ T. O . W. � � . a a - . 113 ' - 6 �°° e. �� a � � � .e � �o� _ . _ � � . . �� Q � � T. 0 . W. `ii�`i�`ii�`i�`i ' � : * - :'���'���'���'�o�° � � , � 11 7 8 I - J01 STS P ER P LAN . . . ��%����������� . . . : a . . �i\ i� r- � �� . . , . � i��i��i��i�� . . � - a . . � . � . . ° � � . ��� � . . � ° . �ii�ii � STONE VENEER ��,���j��j��j��� � a - a � �� a � PER ARCH . �'��%�%�� . . a . . . . . .Q ° a ° � ° � �a . °� � ( 2 ) - #5 ' s CONT. HORIZ %��� �i, f � _ ����i��i� � ` � � � � � � � � � � � � ����i�; . � : � � TJI BLKG .� PANELS C� 24" � � � � � � � � � � � � � TOP & BOT � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � EQ . � �EQ .� v � � � DA TYP . � CONT. 2x1 �2 STRUCTURAL � � � � � � � � � � � � �a, . � >, � � � � � IN FIRST JOIST SPACE � � W� � � � a - . � : . .. � � � � � � � � � � � � � � � � � � � � � � � � � �� � � � � � � � � � � � � � � � � � � � � SU6 - FASCIA , SEE PLAN � � � � � � � � � � � � � � � � � � � � � � � � CONT. � L � � 4x4x1 4 W � � � 5. � 5� . � � � � ( 5 ) - 8d NAILS � INTO EA . � � � � � � � � � � . � � � � _ � � � " � � � � � � � � � � � � � � � � . a � � � » ,, � � , : a .. . . PANEL, TYP . � � � , _ 4 „ 2x12 RAFTERS 1 /2 � x 4 EXP . ANCH . s � . � � . r� � � � � � � � � � � � � C� �� 24"� O . C . � � � � , a � � . . � � � � � � � � � � � PER PLAN � � � � � � � � � � � � � � � � � � � � � � a �� � � �� � #5 ' s coNT.� HoRiz . c� � $ " o . c . � � � � � � � � � . . : a . . a. . � � � � � OPTI ON 1 �� � �� � � � � � � � � � � � � � � � . . � � a � � � � � � � �� � � � � � 2x4 � OR� 2x6 STUD � � � � � � � � � � � � . � � � � � . ° � � � #5 ' s VERT. C�? 16 " O . C . � � �� � � � � � � � � � � � � � � � � � BRG . WALL � � � � � � � �� 2x10 BLKG . BTWN . � � � � � � . � � . . . a . #5 ' s VERT. C�? 16 " O . C . 1 3 /4 " x11 7 /8 " LVL' s C�? 16 " a . - � RAFTERS (� BRG . , TYP . .. �, � �n� a a . � 5 5 � ( 4) - 10d NAILS � „ . . � ` CONT. TREATED 2x6 f� W/ EA . ` RAFTER , TYP . 1 1 /2 LT. WT. TOPPING CONT. LEDGER PER PLAN . . a � � 16d DRIVE PINS C�? 16 " O . C . 2x6 STUDS � 16 " W PER ARCH . a � „ � . . . . . . � , „ ( IF HEATED SLAB , GLUE 1 /2 PLYWD . OR OSB � � ° - 96 ° - 6 a . #5 s CONT. HORIZ . � 8 O . C . SHEATHING desi ned b TDH a� . . � a � . . . CONC . SLAB PER PLAN f� TO CONCRETE ) g Y . T. O . PLYWD . . . . � � � s6 ' - 6 drawn by M TN .a � . a � . . � : � . � .. . . . o � . � � � ch eck a . . , a . . � .a . � � .. � T. O , SLAB ed by � ° . a � . � a . . . . . . a . . . . Q a b�;�'' � � . ! a . . . : . • . � �,;�� • ' ' � o . , d . o _ • . . � : .� . o��� , �e , , �• . a . � o • . � , , •�, , , � . „ , „ issued . �������������� . _ , �,��,��,��,��, 2 S C A LE . 3 /4 = 1 — 0 . `���j�/ � \ \ \ .,\ ' . . . . : ,� � ii : . � � . � • P RMIT 7 . ,� ° � � '' '' � S5 E 0 06 05 ��� o � , o� � ,� � a 11 7 /8 I - JOISTS PER PLAN . . . ( 2 ) - #5 ' s CONT. HORIZ . ,,��i, EQ . EQ . �!.�� v : , . � � � � . . . . ToP � BoT � REVI SED 07 /28 / 05 . °� � � � TJI BLKG . PANELS � 24" ° � � . a . , „ "� 4 - 10d NAILS INTO SOLID BLKG . BTWN . � �. IN FIRST JOIST SPACE W . aa. #5 DWLS x `° ' � _ 4. � ) REVISED 08 �17 � 05 . . a . C�? 6 „ O . C . d- EA . LOOKOUT, TYP . LOOKOUTS � BRG . , TYP . � . .. . . . . � � . . . . . . . � . . � . . � . � . � . � . � . d . . . . . . . . . . . . � � . . . . . � . . . � � � . . � � : .� . ��. . � . . � . . � . � . . � . � . .. . . . . . � . . . �. . � . . � . � ( 5 ) - 8d NAILS INTO EA . DREVISED 01 / 12 /06 � �. PANEL, TYP . � � � � 5 W x �° ` a . . . � � _ 4 OPTI ON 2 EQ . EQ . # D LS . . . . Q C�? 8 " O . C . � .a � . ° . � 6 SCALE 3 4 „ , _ „ REVISED 04 06 06 � _ a � a ' � = 1 0 � � , _ 4 � a a , S5 . . . , � a � ( 2 ) — #5 s CONT. HORIZ . 2 - 5 ' s CONT. HORIZ . . 1 2 " EXF . MAT' L; TYP . . TOP & BOT. . � ) # � .. TOP & BOT. . . � . 1 2 " EXP . MAT' L, TYP . , � . #5 ' s x 3 ' - 3 C� 24 " O . C . � , _ » . a . � „ � . QA TYP . #5 s x 3 0 C�? 24 O . C . . . 4 CONC . SLAB PER PLAN . . N , 4 ' • � N , a 4" CONC . SLAB PER PLAN � � � � � � sheet � . 99 - 7 1 2 . a : � � � � � � � 86 ' - 6 T. O . SLAB � �. . . , a , . -. a : . . � . ,- c� , T . . a . �a � . � . a . � � 99 - 3 1 2 2x12 STRUC , URAL � U : . . a � a : . a . T. O . SLAB � �� . . . . . a. � a . � � - o T. O . F. SUB - FASCIA , TYP . t 86 ' - 2 . � � � � � � °� � � �' ' �� . - � . : . � � � , a � . . . qN , . STL . BM . PER PL � T. O . F . ° � a . , a � � �°ii o`i� i . � a : . .. a : . . � � . . . a . Q � 0 2x12 RAFTERS PER PLAN o �`� �`� `� `� ., . . - � . . a a . . a . . � . o • �o :�r i i��, . . . : . � : . . : ,� ^ � �� �� 2x12 � LOOKUUTS o � . �. a , � � . � . a � \�i��i����� �i��i�! �. � X _ . � . � ° � . . � � ( 2 ) - 1 /2 � 6 LAGS C�? 24 O . C . , TYP . a � 5 ' s CONT. HORIZ LONGIT. d � . a � ° � . . � I `�a• . . .. . . . . � �° . � � � , ° � � �����%� .��' # �!�� . .a a . , a d . . . � �► -- o � � a 1 W . � a a a . . . . . . . �� #5 ' s _ CONT. HORIZ . LONGIT. ' . � � � a � , 2x6 STUDS C� 6 / , . � � , _ � >, 10 „ 1 , - 9 „ � �2 „ PLYWD . OR OSB r • v PERIMETER DRAIN PER BUILT- UP STUD COL . SHEATHING PERIMETER DRAIN PER 1 ' - 6 " 10 " 1 ' - 0 " � � , ,, PER PLAN SOILS ENGINEER r� 3 - 7 SOILS ENGINEER 3 , 4„ � - ' - " " = 1 ' - � " 5 SCALE : 3 4 „ = 1 , - 0 „ � SCALE : 3 4 " = 1 ' - 0 " 11 SCALE : 3 /4 " - 1 0 8 OPTI ON 1 SCALE : 3 /4 � � J 0 B # � �J 0 �J - 0 � S5 S5 S5 S5 �. _ . T w�. � 5 ,, . 5 » . . . _ _ - - #5 ' s VERT. Ca? 16 " „ TYP . . � � . 3 /16 - p REG /ST : . - „ „ > ���,. ° soo � F,p , „ . 1 4 x4 x0 — 7 3 4 . �. . . #5 s CONT. HORIZ . � 16 � � � � � �t'_ Q� �d' � G,�FQ d . � . a EA . SIDE OF BM . c, e �' , . : . , g �6,� - q - e � . � #5 D WLS x ° .. . � :� � ,� ' � 6 " O . C . ' ^� � a � 2x6 STUDS C� 16 " O . C . W/ '°�+ '��, �.•'��' . . . . . . . . . . . . . . . . . . . . . . . . . . . u , . . . . . . . . �. . . . . . O� � S * � s'� p '`•� : . � . . . . . . . . � : . . . . 1 , _ o Q . � �2 „ PLYWD . OR OSB . �SS/ 0 N ��- �' . � SHEATHING . $ d NAILS � 4" . � � �. � � . � a ( ENTIRE BM . LENGTH ) �� � � � �� . . . CONT. 2x1 � LEDGER w / — � PR � O .�4� k. .�� a � „ , ( 3 ) - 10d NAILS � 16 " . 1 /2 EXP . MAT L , TYP . „ » ( 2 ) - 1 3 /4x11 7 /8 LSL �a � O . C . AND 5 /8 � x4 . . �� ,, LAG C� 48 " O . C . SIDE fj?' s : 1 4 " x4" x1 ' - 0 � , „ 4 CONC . SLAB PER PLAN � �. #5 DWL s � 12 � EA . SIDE OF BM . � • � � � � . ° d 2x10 RIM 2x DECKING PER 2x10 J01STS w /( 1 ) - 3 /4 " � T. B . �' v °cv° . . . , ARCH . PER PLAN � o 0 � . � . ( 5 } — #5 s CONT. LONGIT. N z oo co co f, N , �' . . . . U � J p 00 00 � � � a � _ ; � , _ � , v . 86 6 Z � Wc.� � � .— : � . � � . � ; � �� a � a T. 0 . SLAB � z - r� r� . . aa . _ 86 ' - 2 . � � . . . . o � � . . � . � . . . . . . � � . . ° � � � Uj II • ornrn T. 0 . F . o � . � . . . a . . . . �� v� W . . . . . . . a . • ' a • . , . . • a ada. : • �/ �/ e�, �/ ,pj d.. ~ � � J �-.r-. � � • ' • ° • . a . • ' ' . Gl �\\�\�\�\\� � . • , ' . z r'� X d- �. . ° : 4 a . � a . . � � � � Q � . � . � 4 . %������ \ �- Q •� p �-_- � � � • ° d . a . . a ° � .. .. ' , " • . //\/\ �- � OO J �...i� � . . . � � . a . : � a a a : a . � � ,��� � 8x12 � .— � J N a . � . . � � . � .. . ° . /,,` � Z � . . _ . . . . . � I � � z°. . a � a a .a . . . . . �a a . = U) •— - � Z . �' . . _ _ . • L6x4x5 /16x0 — 4 w / C� � �- � PERIMETER DRAIN PER � 2 ' - 6 " 10 " 2 ' - 6 " � � ���„��� „ , oo rn � SOILS ENGINEER v , „ I ) `� � C3 ) = 3 /4 � T. B . s U N � rn � _ � ° 5 — 1 p E A . S I D E O F S T U D P A C K �.,-� � � � I I � � rnrn +, x O d- d- LVL STUD PACK FROM ABOVE „ , „ „ � ,> , � 7 SCALE : 3 /4 = 1 — 0 � � ) � � 3 4 � LAG c.� 2 - 3 4 � x1 — 0 LAGS � m v � � .��. � . JaX 3 �4 „ � x6 " LAG S6 '— -+ o Q � � „ „ „ 8x12 .— � �n � > .1.... 3 /4 � x4 LAG 4 NOM . CONC . L� x4x1 /4 , _ PER PLAN » � 112 6 SLOPE GARAGE 8d NAILS � 4 T. O . W. � � ( 2 ) - 3 /4„ � THRU — BOLTS ( 4) - 1 3 /4x5 1 /2 LVL � � FRAMING ( ENTIRE BM . LENGTH ) , . 8x8 96 - 6 � . a . . : a � � � . , 4 � � i� i� i���i�� ° � � a - . a � � � T. 0 . PLYWD . .�i�i�i�i�i . . . . a . a „ ,������������� � . . 3 �������������� . _ a . „ 6 - 5 8 " �bx8 1 2 " LA GS � YP . C ) � � ����� � � � , � 2 ) - 3 /4 b THRU — BOLTS � �.�i, � � a� a . a . . . . . 4 CONT. 1 - 1 3 4x11 7 8 LVL RIM LVL BM . . a . . . � � 2 » � ) � � . : � � � PER PLAN : LVL JOISTS PER PLAN . � � TYP . . .. 4 SCALE : 3 4 " = 1 ' — 0 " . . . � 10 SCALE : 3 /4 " = 1 , _ � „ a � . 3 /4» bx6 " EXP . ANCH .' s S6 S6 5 " � 5 " . „ #5 ' s VERT. C�? 16 " . � � 36 STAGGERED CORNER OF CONC . I ° � . � . _ 2x BLKG . C� BRG . , 2x DECKING PER � FNDTN . WA � TYP . ARCH . �- LL I � � � � � . . . •d � I ' » Q . . . : � #5 s CONT. HORIZ . C�? 16 a � . . . � ,.� I .a � a . . . . - � I . CONT. 2x10 RIM #5 DWLS x � � a � 2x DECK JOISTS � g3 ' - 2 C� 16 " O . C . �. . a � . . P E R P L A N � _ T. O . F. � ' - 4 � � . .: � : CANT. DECK � �� - o ° . BM . PER PLAN JOISTS �� � � . � � . . � . _ ( 2 ) - #5 ' s CONT. HORIZ . � � 12x12 COL. � ' r- � --�— = —� TOP & BOT. � � .a . „ NOTCH FOR BM . : ( 2 ) - 3 /4 � THRU - BOLTS � ) � . �� #5 ' s x 3' - 3 � 24" O . C . ° . . � �2 „ EXP . MAT' L , TYP . 3 SCALE : 3 /4 " = 1 ' - 0 " � � � FTG . BEYOND � . . a U EQ . EQ . ° � ° � S6 � � N 4 „ CONC . SLAB PER PLAN SEE PLAN � � . . � SLOPED � _ v . . � Q 99 - 7 1 2 T. O . PLYWD . SPREAD FTG . & REINF. , `— : . a � . . � � a . . . � . T. O . SLAB CONT. 1 1 /4x11 7 /8 LSL � 99 — 3 1 2 - . RIM PER SCHEDULE ( SHT. S2 ) T. O . F. ° . � a .a � � �� � � . . � o� � : . . � . aa . . � o � . . � . � . � � ^ d I �/ / ��% O : • a . . a a , //\�\/\��\�, 9 � � � . . � �,� _ . . . . . . � SCALE : 3 /4 ' ► = 1 ' - 0 " . a . . . � � �� _ . . . a o . . . . . . . `- ° . . . � aa a . da � � ��� � #5 ' s CONT. HORIZ . LONGIT. 1�1 � S6 . � . � I — JOISTS ,.�� � . PER PLAN � ' � , „ „ , „ � LVL JOI STS r� PERIMETER DRAIN PER 1 - 9 10 1 - 0 v PER PLAN 1•� SOILS ENGINEER � „ „ , „ 109 ' - 6 � 1 /2 � x 10 A . B . s C�? 48 O . C . 3 , _ � ,} � } IN CONT. TREATED 2x6 ' . • • T. O . PLYWD . � 6 SCALE : 3 /4 „ _ � , _ � „ SLOPED BLKG . o � S6 WALL • „ Q . . Q TYP . • • 2x DECKING PER 1 1 2 LT. WT. TOPPING � ARCH . � 2x4 BRG . WALL . PER PLAN CONT. LEDGER PER — 96 ' - 6 PLAN _ T. O . PLYWD . 1 1 /2 " LT. WT. „ ( 3 ) - 1 3 /4x11 7 /8 LVL � TOPPING 4 CONC . SLAB PER PLAN ( a � LVL BM . PER � a , 99 — 7 1 2 PLAN I � 96 — 6 — a a . d . . � � � � � a � = T. O . W. SLAB 2 SCALE : 3 4 „ _ � , _ a �, . T. O . PLYWD . , a a � . � . �t- � � a � . . . . . . _ ° . . .. : . . . • �o � S6 . . . . e .�Po STL . BM . PER . - . . . . °' �a . . � �� �� �� ��' ' PLAN BEYOND 2x10 DECK JOISTS a . � EQ TYP . . i��r��r�,,i. 121 — 6 PER PLAN � � � I — JOISTS PER PLAN . 8 „ ���� ' T. O . PLYWD . � � . � — — — — — — — — — — — — . . ° . a � ' / a � � � � � a � — 4 coNT. HORIZ . desi ned b TDH i ;� i��i� � „ � ;, PROVIDE BLKG . »� „ C ) # 9 Y r ii���i��i 4 4 CONT. 1 1 /4x11 7 /8 LSL LEDGER . 5 � 5 � M TN drawn by ��, �� �, � � � BTWN . JOISTS � : , �/�j������ » n � r� . . ���������� � w / 5 /8 � x4 EXP . ANCH . s � 24 UNDER BRG . WALL aa �r�r #5 ' s CONT. HORIZ . C� 16 " — — _ _ _ _ _ _ �� ���,; . . . . . . ° checked by . . i — JOISTS PER PLAN � a , , issued . 119 — 8 1 2 � . 5 ' s VERT. C� 16 „ LVL BM . T. O . PLYWD . . a # . PER P �AN PERMIT 07 / 06 / 05 . . � , o � � REVISED � 7 28 05 #5 ' s VERT � 16 " O . C . ° . . � EQ TYP . � � � � . � . REVI SED 08 /17 / 05 #5 ' s CONT. HORIZ . � 16 " O . C . � � � . � : : d : #5 DWLS x ° � . y y . ( 2 ) — #5 s CONT. HORIZ : _ . . c� � 6 " o . c . �. OREVISED 01 / 12 /� 6 . . a TOP & BOT. � . " � , .a � a a. � � ' - 2 STEEL SADDLE : � REVISED Oq- � 06 �06 � � : � �. � ( 2 ) — #5 s CONT. HORIZ . „ , * 1 /2 EXP . MAT L, TYP . � � � 5 DWLS x 2 ' - 4 Ca? 24 „ 1 2 " x4" x0 ' - 5 3 8 BRG . � TOP & BOT. � � # � � R #5 DWLS x ° . � � a . . . � w / � /4„ x4" SIDE F�' s w / � 24" O . C . - � . 4,, CONC . SLAB PER PLAN ° ° ° 2 - 3 4 " 4� THRU — BOLTS � � � � � � . r�;, 1 /2 " EXP . MAT' L, TYP . . . C ) � N � . \ $ . d 9 � � - 6 ' - a . ° r � T. O . SLAB � . . a . a � , . . 4" CONC . SLAB PER PLAN . . � . � . � . 90 — 2 : � . . . � _ �o _ � � .. : �� � � 9 o T. O . F. a o . � 86 — 6 o�a � � a � � . . . � . sheet > � � � a � � . : � . � a � . ° � . : T. 0 . SLAB `,\`%�`i ���i � . ° . ° - � �a �� a a . d. . o� ° . . ' . . . . . . ' d w T. O . F? o � . . a . . . a . . ( 5 ) — #5 ' s CONT. % r��r�, : a . . . a � _ . . . . . . . . . . . . � � � • • • , ' . . . . . . . � a � . . . . . . . . . . . . . . _ . . . . ° . a LONGIT. ���' : a �� . . . . � � . o� � � a . � . , � ° ' � . . � a � . � PERIMETER DRAIN PER o � � 10 „ � � „ � , _ � „ SOILS ENGINEER � PERIMETER DRAIN PER „ „ „ � 3 /16 't SOILS ENGINEER - 6 8 6 M '. 2 ' — 8 " 1 , - 8 ,, � $ SCALE : 3 /4 " = 1 ' - 0 " 5 SCALE : 3 /4 „ _ � , _ � „ � SCALE : 3 /4 „ = 1 , _ � ,> S6 S6 S6 � oB � 0506 - o � „�. _..,��. t I .._