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HomeMy WebLinkAboutFOREST GLEN LOT 2.pdf (2) �_ ,. .� . . , �e r � � � } �� . � . � � � o � �= o O � _ U � � � W � � '��y . ii � � •� � �>� . � � phone 970-328-3655 � ' fax 970-328-3654 � �� � �;� _ 9 -� � � � Post office Box 3614 Eagle � Calorada 81631 1 '-0" ' !'-0" 8�_p„ 5���� g�_p�� � 8'-6�� _ 3'-0" 13'-0" 13'-0" � �� 2�_g�� � 8 -4 � -`r , � ; � —�-- 0 � i� � o � i � �� 3'- 1 " '' � - 0 � �t i , lV � � ih � � - ; 1� . M � ' � � I � � , � � � J � 3'-8„ _ � , � � � , W I �.• � �� � X � � i MASTER BDRM � c�o ' � o _ � ' N lb ' -2 " x 20 ' -6 " � � � � �� � v � M _ ; , - � ' o '�r-s" '�' , , � � - �50 — � , W pY I � � V � /Wy - 1 � 7�-6n �.f� - r / � � I 3 S III CLOSET � I LAUNDRY � � 7 ' -8" x i2 ' -l0" 7 ' -��, X � � _g�� pnntrY � 7 ' -6" x 5 ' -8" � � o.-. 1 � � � � - . , , BATH � � � 7 ' -b " x 5 ' -8° � � � � ' ' � � Mechanical ' Za�-o° � � ' ' � 7 ' -6" x 5 ' -8" ; ; ; � , i 24'-0" � � �,�- 3'-8�� , �4 � � N �-- 7�_$n � � � II � II , II II ' � � I I M � 8'_Z„ � �'� � i � I i � I_ _ -I /- - - - - - - - - - - - - - - - - - - - - - - - - - � � i � , � - _ - - _ - - _ _ _ � �� ` � � � 3 -2 ' 0 � ' / uP � UP 3�_2„ � o � � � .� I � i "` � � � � - . � / j+1 / UP _ � P ' ` / `, � ' _ Z �� `� , GARAGE � ' ; � ' , a , � P 23 ' -5" x i9 ' -8 " N � UP � ' ', � � I { I � � : � i' � � ' ' � � , Q N . � � o � . i _,..� �. � � � 2�-'I 1 �� ; I Upper leve ! 2nd f loor ' z'-11 3/� 8° Main level lst f loor `� � 3�_g�� 12'-8" $���� 5'-g'F 10'- 10" � Date � 04 28 04 Reference � �� �,�,� Existin !an ��`G" R�� . sheet # �T�1FF APPl�1o1� �' � . - y 5� �� �r - � ���e 1 �Y�� �� �----� l � ° � a L - - - - - - — ---- - - _ _ 34'-0° --- �� -------- - — - -- -- --- -- ++ � � Q c� V � a � w ' Q. Q - .� 0 existing deck .. � � � � I � -- � � , ,. .- 3'-0" -, \ _ _-- - - --- - 13'-0" - - - - - = ,_ --- -- 13'-Q' - - -- j-- - 8'-4" �- 2'-8" �,.---- - - — - 24'-0" - -- -- --- phone 970-328-3555 � g'_p" � , - ' fax 970-328-3654 - 3'-0° =�, s'-o" -- �.,- - 5'-s" -- --��,. g�_p�� -- - , .,1 '-0" -- - _ � Post office Box 3b10 Eagle ------ a�-g�� ----_ � * � � Colorado 8i631 � T - - - - - - -- -- � o existinq kitc�en � � box out window ; fill in existinA deck to addition � � nnd ndd b ' x14 ' ' - - - � � ; � � - ----- - --- ___ 24'-0" � ' ; �, 3 1 - _ _ - . � T , - - - ` - - - - - - - - - - - - - � = - - -- -- - � .- q � . � --- � -= extent of nddition - � _ „ � ,, , _ ---- � ' _ � i*� � � � '" � 2nd floor = 24x16.6= 396 sq ft ' deck = 22x5 ' 6" = 120 sq ft + - . i r� ' ' - -- � � � �� ; I i r Fill in and extend deck ' N � � ' � � � _ ; �, �� � � -�- � - � �n ,, �— _ . . _ . . i � ; � ; � ; � __, - - Extent of addition ; � r� � � - " new qas fire place , � � , �� � ' - - - " _ _ _ - --- _ , � 3 8 � _=,- - wall vente ' I - - j �R ', . , � , -- - i = . _ � ,. ; ! � _ � i , � � , d �, � � � ; ; ` , : � ' ,, 1 � i , , � ' . ' �' attic dead space ` ' _ I � New Pellc Windows/doors , � ' , -- temperd ns pe.r code > . � _ ; ,. o , , ' �� �— -- � , ;1_- � �, ' — 0 ' � �� —p MASTER BDRM co - 1 I � ' builtinaven � ,'� �I New Pelln Windows/doors � �- M 9 , „ , q , 't3 � � , � ; r : '1 ' T3 '�� i odditional foota e 16 b x24 = 396 s ft C3 P P , ' � 't7 ' ; - � , _ I _ -- ' d , l_ _--- - - y.., tem er as er code i �1 � ' � O 2 -6 � �, � , . _ .,, : - Q �'i ; I T � ! � � -f- � / � -- - - , , � -- - � � ; ��; � � � - -- 7,-g" � 'J� ( �7 ' �e .N � er � ' _ � i ' ; - - - - — - _ - � s -- � - , } . �'� � �" � - -- i � , °° ' FAMILY x � � � - - - o�i pantry � � � w - � _ ; � � / '• - - - ` Reloca�ed Dantr'1�/at relacnted r -- - . --- -- - _ -- 1 '-11 112" � � �; , - 7'- - � ' ! � �. ; "� 8'-0 112„ ,, — 10'-3 112" — � _3'-0 112„ � , ' washer er room '� � ' � - _ - - � � � -- -- - � � , - _ � �- _ _ i _ � ; , : � � �. I�SD�'� I i I I � �� � rSD1 . - -- . �-- � BAT� � � I �i � - 6�-2�� �, ', _ - � � .: � --- - � ; � ; � ;' _; ii ' - ' I 1 � � � � ; � � � = - __-_ � STORAGE �' - - -- , � _ , N � UTILITY ' �' r � � � _ _ _ _- ' � , � - � ' . . � � ; N , � � • � ' -'. � ; � � Reloca#ed wosher o j � � � v I; ;, � � � : drver room from down � � :� _ _ � �, ` ' , '� � � ',', � � � � _ � � ' „ �-� - 3� g�� � stairs — _ —_=_= — — - � _ —_ � . � I . � I � ; i � I - '_'—" i = _ , _ _ —�'- --- - - c� _ ' ; I. _ _ � -- :' -__ --- - � ii - - � i i '1 � � ; , . ,; �--- � _ _ � I , 7'-7 3/4" �- � � i � i i � � -- hnen � - 8'-0 1 /2" -- ---- � ii - " 00 , �; , ; ii - ' � i ; , - _ — _ ' 2" - � -- - I I --M � - - . _ .' - � � Q ; . ; - ' ' - - �. � � � �L i i , � � �J � � � - - - - - - - - - - � - - - - - - - - - - - - - - - - - ��I; � �` ` � '� ' , ; '. ; , , � �-. i . , 1 � ! �_, ��li ---� - - 3'-2" -- - -- i . - ' ' � UP - 3'-2° �_ - � � (V - --_ , --- --- � _ , H � � r�lew eat#►room = � " � � UP _ � i I � ; � � � I �" 1 __ __ j � � r ` . GARAGE o N � � 3 " "- U� i N � ; � � H Q _ __ Z u- , � Z � � �_- -_-__- -� � � _...� ; , � � upper leve! 2nd floor N, � - _�� � � � 2 '- 11 " - �' � N Q � � � � � • ! - 3'-6�� _ -- 12'-6" _ _ - _ _ . _ _ _ ._ _ �- - - _ _ - 8'-0" ---- — - 5'-2" — _---- - - _ - 10'- 1D" --- --- . - =- 2' 11 3/16��, Main level lst floor - - - - �` ; - -- � !.� �� � � , ' r^ � f� �� Date ,. , ' a � /`� �" ��— � � '-' , -�- � - � �l �> - � �,� , �; t:� -1- 04 28 04 � Reference f loor plans sheet �# 2 � - - - _ _ _ J-------�.� � � . \� _ \. . N i L � � � V . � O i : '� . ` � L I ' � O , V �, � ; � . � , ' � � � w � � � � . . .� . � c� -, - - . � . . ' � phone � 970-328- = . - � - • . fax 970- 3?.. `.'_ _. . . � . � Post office Box 3 �, 1�; _. , . , : . _ � � � ' .. Colorado 81631 ' �i � I I � ' ' ' . ; � � _ : � � , , . � , : � ; . . � i � . � �' ` , . i j , . , _ - .. .� - ,. � � � . ' ; , : ' ,• _ ,I; ' � . � � � : . . � � , , . , I - , � . -�p_ . � - . 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' I � ° � � ` E � �' - � � �� - . � ; ' , � • . ._._..'.�. - ` - . � `���- ExsiS � � ----�� � - -- - - � , , � Dafie , � �— E b ` � , ' � � �� �. � p�-�;�. � � 03 2 � t� , � . � . -� _ � - 1 � Ref erence -�-=- -- _ __ _ - _ � _ _ __ _____ ��_ _.___ -- - -- _--, � . . � ._____ .,�..e._ , --�--. . Elevatio � � . � - -- - - — - � � S �Ie ��"' � . EAST ELEVATIQN; ; �� _ � r ° „ � , _ _ . � . . . . , . _ , _ - 3 . . , ____ __ _ _ __ _ , ; � �...-_- _ - _ _ _ .� � � , � r . . � . , . . . . . , . . . . - `p: - , _' ' _ _ ' _� � • / / \ _ N O +� U RS o . �..a i � . � �"':� p � � . V m � � `� � �� � � � •— OC phone 970-326-3555 fox 970-328-3654 Post office Box 3610 Eagle Colorado 81631 ' ; --- — - j , � j ; . . � , I 1 '6- I � � � � i � i ; ,; �' , _ - - Extent af addition ��—_, , � - - � , � _ - —_` I �''� " — — � I r , � I f �i _ �� � � - C - O � \\ r',:,; � o , : , } . _ , � , . , p , } , + i ,� � i ' f �� \ - .- /F � - ' � � � � � � ' " ° Z - , � } , , � , : r , . � °� o . - - � � ! ; � �.- . � x . i' . , ; � z� w }I 1 1 � � � ; i� _ . r� � 1 '6� � o +� �f ; � - - j a l� � � � � '' � +' � � . ; � ; - 1 a � � ' � o � k � �, ��J }�} } �� . f � .� � `, ' � � '�� ;` � ,, � �1 , � �, ; � .� �� �� � � ; '•, ti ; � , '�l � '�� � , i � f� " � � `•. � � � � ',,, � � � � � � Z Z . • ' V �,,,�„� � � �', � � %'� �" � - � -- I ' • . ' � � ; , � % i � . ------ - _ . . . ------- ------ ' — — --- � �g , � ��.. 1 '6 1 /2 ; /\� � � �■.L , ., , � , � N ; � � . , � _ — -- - - ----� ' - - -- -- -- ' �., � � -- -- ----- ---...,_ � � � � ! \ , i `.. I - - --- ------ ------ - --- `� T I , Date 04 2 8 04 Reference � Roof Plan s h eet # � � . . , � � . ; ,I , . , _ _ . . , , ,_. � ' � • • jl � . ' L ;� ; � p , , . � ` � C�? ; • . . . . ; � � '•. � �'6 0 � I . � � • � � i � � . L r , � � . . ' • � � �id i: ' I ; + ' ; . . � :ti \� � \ O U , r ' . � � � � � ' � ,\ `�� � . ' . i � v � ) ' . • . •� \ �'•�. ' � Q `� ' ,� � . . . i �� -,� , Q � � ` • . � '... � � �, \ � - '•. '• �.� _ ! . . . . . n r . � - ' j • . �_ . _ . , /. , , , . • , . . . . M • ` . . " ' ' I . � , . f \ � - •,� • � . , • � 1 � -- -- - - f ,. �� '�. � phane 970-32 � - ,� : : : t : � � � � � , .� . fax 970-3 � - � . \•\, � �+ � � . Post office Box 361� _ : : . ; ' � • , � -. ; . . . . � Colorado 81631 � i . � -- - - - - _ . . . , \ . . , � . ' � . � , �..� � � � '' ' ` _, ; . � ,,� •.. ` . � ' � . \ a . ` • �'•. . \. " \ , \ ' �. �\� . . � � � �� . � • �. 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WAI,laS SWALL 8E SHEATHED�V41tTH j/1B*�H1C�'C APA RATED PtYWOOE# OR [3�8 . - - y� � � � � ' ^ SHEA7�tlI+iG RATED.24118;�fl(PdSURE. t,� 8�?CK �M�tiZQNTRL .3UINTS' 8C� - .. . � ' . � FOE,INt�1�30N DESIGN: ' • �- . . . m p v � ,. , � . _ NAIl..S A�' 8' AT PANEL EDGES AN� Bd [��LS �� t2'�►T ilVT�iNAEpIATE SltPPOA'FS: . - - U o� v� � � 1 • T� I�iJNDAT�N HRS �N �JED BASED ON 7'� 'i��ENDAT}O�IS� - PROVI� (�-2�c� U H�RS OV�A ALL �40R i4At0 YVIlVaUW OP�N�fG51IVFFH, � y � _- , . � o z o 0 �" � =� , ONE 2x6 T�N�uIER AND ON� 2x6 KING S�UQ�ACH S!�'UN�fS$ NQ7EQ . , � _ � a t` 1�. - � ' SEC �E�-� IN GE�CHNICAL #�PQR� �93147G BY il1[T N'�A[N � . OTFiERWlS'E. . ° ; Q rn v� ' ENG�NG. �TD. I�S RE�fRE�iiCEQ fN �#iE ORIGINAL S��tI� � L �RALMNGS � TS 3 1 /2 x 31 /2 x 3/16 • " : N.�n� .x�srS cc� R��rc�s ro � �an`�rrmv s� t� sruDS �c�w. - • � a -- . p A F� 8�'[-9�. C O N S T R U-C f b i V E�O F T t r l�,S F�U N D A T I O N .^�$F l t F O I.L O W T H E . - . . . u. . REC�UtR�I1�NTS FRCjM THISfl�l�R7ItPlU A�PY NE1N REP�1'S, � . . . . ,�, , _ . . � 13. (NTERIOR LC�A� BEARING WIlLLS � �c� C3R 2� S'FtJDS AT. ,ifl' ON CE[�T€R . : ; � : =: � : ; _ . - . ' t12 x 3 1/2 x 0'-6 W/ 3!4` T&G P�YUVD. WITH �/� CYPSl1M WALL 80ARD.BQ�H SF�3. t3AP WfCH A DOtJ�t.E TQP RA'f� � �` � 2. DE�f►I..QF F009tNCS fS=BA�D ON A MA)pMUM Al�.. �4�LE 8EARING TO PRO�lQ� �11ER1.J�NG AT CORN�RS A!� #�€��TIQN WFTH �ARTff1f�VS. - _ - _ (�y-S18'@ X 6" LAG INTO - � P�ESS�, OF 2000 PSF. :' ; ' " . _ _ - . - _ � SOLID BGCG. IN JOIST SPACE E -- _` - - . iF Oi/ERLA� 1$ NOT POSStBL;E, S-FRAP T0�Pf:ATES WI1�'I S�EEL STRAF' 7�S " :: (BELO1M1ly _ . � 3. RET�NiNG WALLS HAVE BE.�T� [�SlG1VEf3 UStNG A tATEFtAL P�t�SSU�tE OF 60 (SiMPS�?N ST?9p) . • . , . ' . _ , AB�lfATIOI�tS CiST , .• . U _ ._ E- � PC� �C� 1�1E 'AT REST' CASE Ai� �10 PCF F�R i�ETAINtN� WALLS "AGTNE'. . PF�4�[�E (2)-2x� 0 HEAD�3S OV�R ALL OQOR.AI�1D IMNDOW OP�WNGS 1MT1�1 - . . ONE 2sa4 CSR ac6 TRlMMER ANO ONf 2xr4 OFfi Fx� KtIVC3 S'TLJb EACH SIDE UHLfSS A.PJ. . ` 1�tVCHUi� BQL7 . , � ; �,� . �, ►vo�i a�mE�w�sE. , - ~ . . " 4. �C U 3�G 9 S H A LL $E P E A C E D B L"�A W F R f 3 S T D E P�'!� {�t�k_�S N D I,S�U R B E D S O I L . . . ADJ_ A[�JACENT ' - �: -�f' - � OR OAf T!!€�AL �IL.L. COMP�CC�'ED 11,S REQUIRED �i� � GE4TECHNICAL . A L l C,N J C N S T S O R R A F f�R S T� B E A R 1 N��F t t t N S O F, S 7 U D S B E L D W. - Ai.T:: - ,. R�7ER N A��. . , � ' : ` . N .� :� - _ _ � - . � RRCH. ARGHl�T :. - - . - , EIV�1�. � � , . ' � . 11 7/8" i-JOISTS PER PtAN c . . ; . . �. 14. AT £3EAM BEARING LOCAnONS IN SNDaW11LLS, PROVlDE MULTIP�E-STI�D BLKf`u. - BCOCiC�NG � o : : , , , _' ' � POS7S EQLIAL TO WIDTH �F �AM UNtFSS AIDTED Ql'HERIMSE. - ; R PEA . - , _ g: �R01�lDE CRAWLSPACE VEM�.AT[ON PER CODE REQUIN�MENTS. � . - BM_ BEAM _ . HEADE PLAN _ _ . _ en,�. � �aM �T . , ..., � _. i _ _ . : . . _ : ) �. ~ 4 " �• � . .� . : . .. . . . . . . . . . . � -. : - . , - - :' . . . ; ' . . _ . ' _ _ . . . � . . : < ` } ` ' 15. FL4QR SHEA7HING: PROVI�E 3�4' 7HIC[( APA fiAT�D SIURDIFLOQR HAT�D BEARIN . � 8. SOtL .YI�LUES ANt) CONDfTI�JNS SHAL.L � i/ERIFtE� BY J4 REPRESENTATNE OF � , � G . - � - AT 24' fk�1 CENTER TONGUE AN[3 GR001� b(�}StJF� 1 FOR Atl F1.00Fi CANT -G�►NTILEVEf� _ . . 4 SCALE : 3J4" = 1 '-0 THE G6('�CHt►HCAC EI�'atNEE1� .�iEPOR1` ANY DiSCREPA�CI�S FROM i�HE k9 . .- ` ' CLA- ° : : , - C�� : .. + 1 � � QR�: FfNL3lNGS DESIGN AS�d�IONS TO THE S�-FNGINEER. - � CONST�}CT1�N. Gi.UE Af� NA1C PAN�LS TO ACL SUPPORTS: Bd NNE.S AT�" A7 , S1 . -� ; . . , . � Cl�A(J . CC7NCRE'f��I�iY UT�T , v �:- .. ' . ; . . , - : . PAN�L EDGES AND 8d NAIl.S AT "12' AT INTERMEDIAIE SUPf'ORTS. INS"fALL . - _ . . � SEE 5/S� FOR ' Z ' ` `` ` ` - SHE�ZHINi� 1NRH LONG DlAtENS10N PERPE�VDICIJLAR Tp J0�7$ 1�tdD STACGEA e � . • . . REMAINDER OF INFQ. �� ' � 7. E3�4C�(f�:L` �D RETA1Ntl� WALLS SHALL BE COtu�AC110N TESTED PER � f �� ' ' � � - THE REGONtMENDAY�1�fSf3Fi3'1� €�OTECHNICAL EMGINEER. � ' JOINTS. - _ UQNC .CAAiCAEt� - ,X . , , - 4x4 POS� (BEYOND) � _ ; . . , ��T � C4N31I�S � ... ,. � - - . . . _ �:.� C�Pt� �E�' - `�� � ; , �'j � e 4 � tis. � ��j�tn� : �qwo� �s �rt� aP� pt�vocx� srt��t��nr� w��Q - �' ' � _ 8. PR(�'ltDE PERtME�ER fOU1�A�'ION DRWNS PER 11iE Ci60�1'ECHIWCAL . , . . ' [)1M.: �� _ 1 /2" EXP. MATERtAL a 40f20 EXPC)SURE t. 1NSt,4�L SHEATliING WtTH tONC: i]�l�[Sl�! - ' " ° . � � u� G ENCINEER FiECOMMENDAii�+tS �: � , : � - PERPENF�iCULAR TO THE SURPOA�tNC �MBERS ANR STAGGEfi J�1NT5. � � � � ° �� 8' TH�ClCENED SLAB E[3GE . _ � - : _ A . . � . - . _ � - ". , - . - , W ( )-#5's CONT. LONGff. 4" CONC . SLAB PER PLAtV d a Z , . _ _ , REqJEDRCED CONCRETE: . NAIL{NG' Sd N,41LS AT 6 AT P,4NE� EOGfS RND BdNAfLS AT #2' AT1MEfiAI�DiRTE . � . �� EXSTG. CONC . WALL - ':EQI�qL / 2 - � , � . _ . _ , , . EXPAN� ; _ y�,�. . _ . SUPP��S. . - , _ - , . . P011�IED MONOUTHICALLY W/ ,, - fR _ ' � - �- . i . C E DEStGN IS BASEL) 1� THE MOST CURF�ENT �iCATION OF . PROY(DE WIND/SEISMIC ANCHORS AT �UPPQRTS �OR ALL RAfTEi�. TRUSSES EXS�`FG._. : �STItdG , 0 ISOLATED FTGS. a d p x =� . '8U1LDlhl� CADE �C�UlRE1�AENT5 �R REINFORCED CQI�' (ACI 318). AND LOOKDUTS. F a� FEC.�C�Ft D�A1N , VER1�Y TO SLAg .o • a - . � 2 4 .r _ ` � .�- . - _ � �d' . :-. �o�sv� . . _ _ : „ � � , .� � r . � PR0IADE SOL1D BLOCK1aG PANELS BE�WEEN �E'30F �RAN11MCa [NEN�ERS AT : ' • • - . e - _ � ; . . - G;i.. �� : ; �UED LAMiNRT�l, e - d � . ' 2. S1A��URAL eONCRETE Sl�i�-k�iAWE A-M�NtMUM 26 Da�1�COMP�ESSIVE� BEARtNG TQ PREVENT ROWNG. ; � - � _ � � I . � .� . . �- �r , : • - - STREI�C�'�1"'� C�F 3000 PSI: ' . HDF#. '�H�ADER `. REF. SCHEDElLE SHEET S2 r � - a � - - I . . _ � • ' �' . - . , 17. LAIG�IATED VENEER LUMBEA (tVLy SfiALL HAYE 7HE �OLL�WENG Mfl�MAIJR�t - -" " �' M��- � � ��T�-. ~ FORREINF . INFO. FOR -_ � ' ' ��� � � 3.� G�].�F�E S#�LL BE PRQPQ�IQNED U51N� TYPE � It �.1L�ATE RESiSTMff PR4PER71ES: - � iNFO. �Ft��411�N - �G. �YOIVD - � s ' . . . � . . ' JJIa7_ :�` - . si�`� 1J ' ' . . . � - a d f . - C.EME�'3'; F� NQTUSE A,C11�pCf�SCONTAtNiNG CHLIX� SAk:TS. . FLEXEJRAL BEN[3#NG STRESS: 2600 PSI . , EO. EQ. - .�.�J . _ ; . _ . r�uiuso� EU�s�er�� � � ;eoa,000 � . • � Ec.S. . �GSt�1i3 . . : - itV v�.ONG LEG��i�tt. 8� 4. FQ� CAl�1NE�1ff-IER C;C��Tt1VG PROCEDURES REF� T� TH� "ACI MANUAL . TENS`fOAI PARALL�L f0 GRAtN: i854 P31 , � . ' SEE SCHE�. S2 - " • �F (�{�CRETE F�t�TiCE.` - _ . COki4PHESSlOi� PARALLEL TO GRAIN: 2310 PSI - �f�R. �: . t�NCf�[`�+bAt: - • ` - ;�:" - • . `• . GOt�APRESS�DI�t RARAiCELTO GRWN: 750 PSt. � _ � . 17111�tfi. • LIGH'FVVEII�iT 's. ' 5. EXP�*�tON ANCHO{�S SHALL'�:LOCA�ED NO LESS T�1AI�t-6�k.T DlAMETERS P�DlCk1LAR 7UC�l� LINE ' .- t,VL E�+IINA���NEER L�3�R 3 � SCALE : 3!4" = 1 '-0 � " " fRQM �4Y�RETE EDGfS AND S'`�,ACED� AT NO LESS Tti�W�12:�7 Di�AMEfERS . HOF�,ZONTAL SHEAR: �BS. FS1 . , - A+IA(� , M�WUF� . gt ` `" ` Ut�SRS�lOTEO OTHEF�iNISE. � ti FOt��I TNE MANF�FACTURERS RECOMN�NDATt�NS REG�IRDING.6l.ACK�JG. ; _ � ' � � ` ��� � ' • . - . - O.C. t3N CENT�R , . . BRAG11� AND WEB STlfFEN�RS M1D MULT�LE MEMBER CONNECTiONS. - � � : � . 2x4 S1UDS @ 1G W! 1/2" � . 6. CAN�REFE �LOOR SlJ1�S C�1'�k�RAUE SHRLL HAVE SItV�V C?R �'f)OLE� : Y R ' Pt.ATE PLYWD . OR QSB SHEATHING " C£�'RC�.JO�N7S AT A �+U��pACING OF 12 FEET iN �€ACH DiRECTION. !F : � S7'RUCR3RAL SfEEL: - � �. 4 - - ����E " � • EXSTG . CANT. 2x8 BLKG. PANELS CONT. 2x8 LERGER W/ �3}- 10d NAIl.S : • . ; - JO - RfINF ± thFflRG'i� - DECK JOISTS & (1 )-5f8'0 x 4' LAG @ 16" 3/4" T8G PLYY►ID. � � POSSI&,E, tO�ATE C�NTROL .J�WT'S AkONG COLUMN �N€� _ � , � • ` t . FABRt{;,/°►110Td AND Efi�'fION OF STRUCTIJRAL STEEL SHAE.L BE_ tN �'� t� , " ` . MA�fCH EXSTG. . �� ` ?. CONCFiETE Cf>VERAGE F� �iNFORqNG STEEL (A�t�f8= a : - � ' � AGCORt7ANCE Wl1N THE MOST CURRENT PUBL1�17iONS OF Efi�iER AISC-E�RFD. � �� .� : ���� ": TO DECKING 100'�U 3:LP � �RUGTUR�tl. 1F�ISEII:ATE[) f'ANEL O " _ . CONCR�TE CAS'T AGAiNST AI�€3 AERMA�MLY D(f�OSED TO EARTH: 3" AiSC 3`35 OR AISC-HSS. 9PfCl�ICAT10N9 ANU CC3bE O� STANDAfiD PRACa10E. - . . E[ Tfl PLYUVD. := . � � . . - - . . . , - " . _ CONC�TE E�OS�D TO E+4R'FH OR W�ATtiER� , . � . B _ . . ;� . .. : .. . , . � - � , - � �B SAR T�fR�UGH �18 B� ; ` _.. 2 2. S1RtlCTUNRC S'[EEL E�O�.LED SFil1PES S#i'RL�.� ASTh� A50. TfJBE �tAf'ES _ � • E ` S�EEL ' . ` �Ot1GH �bL'� � - � � �� � . . . �`- r � o . �} �� , : : ���� � �� _ .' ` -. ;-�5 $AR, W31 t3R D31 �. `AND S1�1F1ER � 1 /2" SHALl BE ASTIuI A50Q GRADE 8. PIPES SFFALt-BE-ig5'�lCA A53 {�ADE 8 OR ASTM - . , � �` � . • ,. .,- . . = tl . _ _ .. ; . CF�1�TE NC3T EXPC3SED T�yk�1THER NOR IN C�i9iCT W1TFi �ROUND: ; A50# . _ , V J , ,� , �E1 � . �t�F' OF Q g : . , 8: �i�IBS, ll�RLLS Al� JC�tS ��ii BAR AND SAib4L�EA1: �� � = . �� _ /y�� � 7�.� F�I , ' � - T�' . C�.Pw O� G : 98' 9 3/4 Q � , d_., i. . � . , ! . . ' ' �� . . . ' �ti./YY . j ♦.. . '`V� �.7� P�Fa+ " . , . . . . - - . ] C/1Y � - . �� 4 AND NO 18 �AR.S= ` � 1 ]E2' 3. ALL BOLTS USEU IN STEF.� FF�MING Sl;�4t1. CONFORM TO AS' TIN : . � _ . ��5� .. - (3�-2x� 2TRTD. 2�"s (4 16' Q ' ; • ! , * : . P. �1 t BAR AND S�LEC�-- . 3/4 SPEGFtCATtON A325. ANCt�OR BOLTS AND; �OlT� USE� IN � r. _ �►Y- � . - - - = - . b. �AMS AND QOLUMNS: , . -"- . " ' ' C{]t�NE�TIONS MAY BE AS`�M A307. - . '.: .. . ' `_ _ , . , t 1 !2'0 X iQ' A. B.'s_@ 4B' O.G. , _ TR'f(7� ,�;, '�REATED • � � .,..�J t1,. _ . � . . . . .T�BE 'S�EEk . :- . S� 11 7/8" !-JOISTS PER PtAN .. ' . , . l�[MAI4Y REHVFORCEtU��: �$, STIARUPS, 3Pt�LS: 1 1/2` _ � .� - � - ' � . -: T1'"�C�kL � _ f -: , . � . . � � lN CQ1�Cf. 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BACit�ll.LING PROCEC?UF�S: . - L �. ...�. ..a SHEET S2 FOR ° - . . _ � �� . s��o� tss�r��o �- _ , ;a _ : . . _� . ,. .: - � : _ _ . 5. W�LE]E� WIF� FASRIC SNAl.L. CC�►tF�iM T� ASTM SPEC. A-185. LAP WELDEQ t . VE3�tFY �YPE O� FILL WI�H GEOTECMNtCItL ENGIN�ER. , ` _ QC SUI�JPSflI� LjS�J� f�-2 - - ' REiNF . 1N�0. • g• q• � •_ . . . . ; �; , ` WiHE �R8R1C A MINM�1NY�iF �iN4 �LL MESH GRIDS. ' . , . - (� - �� - - EQ. EQ. t : _K�'�- - . _ - 2. C�VCURRENT BACFCFItL1NG �� EACM � OF RETAl1VJNG WAEGSTQ �E�IAL ' - . `'' • - `�� E�� � �$ . i' ._ . , . � • 1 `-4". . , SiRUC�11111i�CjOD FRAA�N(3r� �r , � . GRADES IS REQUIRED UNI.ESS TEMPUFiARY SHOR�Nf iS �VSTAf1ED. Qb �NOT . -SIAAPSOIV� L�`_- :: , : . - . � � S�E SC�'iED. S2 _�-.'� x � 1 . EXG�`'fVIPriEA� NOTED C)THEFl�VlSE, ALL 2' NOMINAL LUI4BER F_XCEPT STUDS ���� AGAINST RETNNINGFQUNDATION WALLS UNTiL SUPRORTWG Ffi1�MING - _ ELEAA�MS ARE IN PLACE. OR ADE�UATE-Tf N�O}iARY StiORING IS INS�Af1ED. �_SIMPSkOl1l I�T41 f .$S - � , - `r` _ : SWA�I � �QUUGLAS FIR-LRRCH-� ANO BETTER. ALL 90U[3 T1M8ER P05TS ANQ =- ' _ QU ` - gEqM$�_NOMINAL AND tMDER SFiALL BE DOtlGLAS FIR-LARCH #2 UNLESS GENEFi►4L R�DUtREMEI�(�S: � . - . � ��� . . �I�APSON A� �, � '- � ' - � SCALE : 3J4" = 1 '-0 � t � I�O�FD Q�ERVV�SE ON PLAN . . : . - / SI � � ' 1 . CHECK ALL �1MENSI�{S AGAMIS7 ARCHfCECTIJRAL. DRAWIN�aS PRIOR T(3 ' � 'Ly . • MP�flN I�E�U44 � .. . � Si �1 SIMPSC?N PCd4 " �€_�,__ -`- 2: STUDS '�HAU.. SE STUD GRADE AND BE7'fFR HEM FIR OR DCIUGIAS FIR-LARCH. C�[VSTRUCTION. D� NOT SCALE DRAWINGS- C�ONTACT ENCa.INE�R IF . r - ` - r` ; ' DlSCRFPANClES IN DIMf�ISIONS ARE DtSCONEf�Q: � ' � _ ; 3. F#�NO�C'flON PL:ATES OR StU.S'3HALL 9E BOLTED QR AIVeHORED T� TFtE - " ,: - - = � - � 1 3/4 x 31 /2 LVL S7UDS @ 12" . . _ . �OUNF�14r'�30N VIlFTH .NOT L�SS �l�IAN #�2' DIAMETER STEEL BdLtS OR APRROVED 2. T!-!E STRUCTURAL DRAWlNGS DESC#i16� ��H€ C�:ETE� �RUCTl1RE: - � " . W/ 1/2° PLYWD. OR OSB � � x - ANCFK� BOtTS-SFiALL BE EMBEDQEO AT LEAST T IIJ�(} CONCRETE OR TFiESE Df3A1MNGS HAVE BEEN PREPARED FOR �1-fE lJS� OF A Q4,fALfFlED � � • SHEATHING @ GABLE END ` � '� s �• V INAStS11t8Yi A[�D $PACEf3 NOT MC�ETHAN < FT APART. . TH�E SHRLL BE A CONTRACTO�i WITH EXPER�NCE iN TME C{?NS�RLfCTGQi� SYSTEMS AND � � P R O .J E C T : 0205-04 �` � ; � - - INSTALL NEIN 2x1QJ01STS Q 12" • i _._ . - . il�N�yl(.}M QF TWE� �OL�S OR ANC�iOR STFil1#?S PER PtECE lA�li QNE BO1.T OR 7ECHNlQU�S�DESCRIBED. THE GOiVT�iAGTQR SHAt1 PROVIDE ADE�IATE , _ 1 f 18 x i 1 7r8 VEHSR-S�RAfVD BLKG. SISTERED TO 11 7/B' I-JOISTS PER - •.�s =: - ANCHf?E��TRAP �OCA'fED NQ� i�OR� THAN 12' OR LESS �kt�IP14' F�OM EACH SHOf�NG AHD BRACING 1N 7fi� PRQPE� S�G�L7EtVCE,_t�,S NIAY BE REGxJiRED 7Q . . _ . D R A W N B Y : TFA ElVD ��H PIECE. A PRC)PEl��SIZ�D NUT AND WASH�R �HAL� BE ACHIEVE THE FINAL C�MPLETED STRUCTIaRE. THE SEOUENCE OF PLAN W/ (3)-i Od NAILS THROUGN 3/a• PLYWD . PACK-OUT W '�'` ` T . �iC,� ON �ACH BOLT TCy T�IE PIATE. - - COMST#�UC�Fl�ld IS THE RESPONSl81LITY 0� Ti1E CC]NTRAC70R, CONSULT WLTH ' 2x10 CAN�. JQIS�S @ 12" PACKED-�l�T WEB WEB OF .IO�STS REVIEINED . BY : J PL :� =� " _. � . . �. , THE ENGtNEER FOR SHOR(NG DESICiN AND RfCOM�NDAT101VS (NOT (N - ' 2x DECKtt�G PER UWNER D A T E : 5 . 14 .04 - . 4: 84�iO1� PLATES (N CON�A�T VN�li CONCRETE SHAL,� BE �°AESSUR� TNEAT�Q CONTRACTj. " . � � 1 10 ± 11 �'-0 t_ � � . ra �c�NG t " �t�� .: ' ,. ' . . - - TO P�.YwD. R E V 1 S I Q N S : - - : - : . . . . . . { '` . . ` � .3. THE .CONTRACTOR IS RESPONSIBLE FOR THE M�ANS, METHC�S SEQIl�NCES ' - , 5. WUC��AMS BEARING IN BEAM �CKETS !N CONCRETE 'UR. MIISONRY . qND PROCEflURES FQR CQNSTRUCTION OF THIS PROJECT. �lQTIFY • • • • • • % . ' . WA!#.5��.1. BE�4R QN A TREAT� 2x BE/WING BLOCK PAC�YIDE 1/2 S�RUCTURAL ENGINEER OF ERRORS OR OMtSSI(�iS IN THE CONSTRUCTlON ' ...'_ - . . . . . . . . . , � - = CLERF�E AR�UND �ND DF WCX3D;$�AM. PR�VID�2x T�ATED BLOCfQNG pQCt}MEI�ITS IMMEDIATELY. DO NOT PROCEf� l}f�71� EARORS OR OMMISfOi�IS . � � � �H �-OF B�Ai�1 AT BEARINC� � • , Af� R�SOLVED. COORDINATE REQUIREMENT$ �URALL �ENETRATIONS . . � ; . _ ' _�� ` • - ' ' - �HROUGH S7RUCTVRAL MEMBERS W1TH STFtUCTU�iAL EIVGtNEER. JOBSfTE - C�NT. 2x1U #iiM • , . _ � � Q 8lO�KIRIf� IM?MIN FLOOR .K3l3i �ACES BENEATH PO51'3 i��ED Ofd PLAN � , , - :. SffPii..L.��1F E�i.ItVAL�1VT ARFJ�..��iE COL�.IMN ABOVE. S�I("aiE 3TUD "SAFETY tS Tl�1E SOLE R�SPONSBILITY OF�TH� COFVTRACTOR. , . - . . �- � � . -'� T ��.�� �. �o�-� M��►. GE �iERAL , ` �" ; - _. = 7�#yQl�taT RFAUIREADE�'�OMAL �OCKING tN � fL40R. 4 . OBSERVATIOI�i V1SffS BY �HE STRUCTURAL �NGtTdEER ARE � . � = DE�ERIWNATION OF GENERAL COMPLIANCE WITH THE CONSTfitJCTI�lU �_ � . . . NQ��J �, - � � 7 �7S USE� IN FRAhA1NG CC3l+INL��Tq�6 SHALL BE 1NS�AElfD WffH � - _ �� OOCUMENTS . THlS OBSERVATION VIS�T IS NOT AN N�ISPECTION . 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' � 1 . � � _ _ ' * . - 1 i i i _ �- - -- - - - - j ' ' i 1 � �+ � � Q . � ' _ . . . . - � . - - . _ - - . . .. . . _ . _J � . _ . i . , � / , > ct � .. . . . . - ' . . i I ' - . _' " _ ' _ � _' � : _ ; ' . , � " _ ' . . - f i . . - . - I _ _ _ '_ " ' _ ' ' : : � ' V r 2 SCALE: 3J4' _ . 1 `-0 i � � '. � � i - - - - - - - - � ! , . � � , � � . f , . _ - - -- - -- � . ; ; , . S2 � , - . , . �' . _ ; � � � �i , . • _ '; . . i M1 • . ' � � ' ' � �1 1 �~ ` -, ' i � - i } ' � �: ' s 3 , i � . i � � . .. _ - 2x4 STUDS @ 16" W/ i/2° i ; _ : - ,� � , , � i - ' � f � ` V < ' � ' V J - ; PLYWD. OR OSB SH�ATHING i , � . . � . : ; . ; � . . , - � , � • � . , , , . I,lO1ST 8lFCG: PANELS @ 24" ` . � i _ - � ' . :'," ; i . ! 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N�iN CONCRf�E FOOTINGS ARE 8' THICK AND �'-4 Wi[3� UNI.��.IrK�TE�.QTHERIMSE 3 . - - , - ` 3. NEW POS�S CONT�NUOUS BELOW ARE 1NQlCA�E�:� NEW#�dSTS FR� A�QVE N(7f �OAFf�NE.JOUS BE.�OW ARE fN�CATED: ❑ 4 . CONTACT ENGfNEER IF OVER-EXCA�IATl�N IS J��lARED T4 F Nd ADEQUATE SOIL �M1G . R E V � S I Q N S : � - �5's VERT. @ 16" 4. � IND�CATES CONNECTtOtJ TYPE. REFERENCE 5CHEQl�t,E. SHEET SI �° . - - ' �5 C�. HORIZ. @ 16' 5. STEPS IN TOF� OF f+IEW �OUNDATION WALLS ARE INDt�P1TEd: . ' . . ,. _. r _ � , . : ;. � - � ( ), DQST�NG CONS`fflUCT{ON INDIC.ft�D (--- �=}. , - 5 N�lV CONSTRUCTlON INDI�A"�ED � 6. Q INDICAT�S CONMECTION NPE . R�FERENC�SCH�DULE Sl , ; : .� 6 T WI _ . _ , a • , ° . DO MO SCAE.E [�A NG�. - � � ;� 7 . NEW Ct�ISTAUCTION INDICATED (____....} , EXISTlNG CONS7RtJCT�N INDICATED ( - ---�. , ,�"? }, . . , ,- 5's COACf. ` ', , : . - a . Q 48��. x � , . , . - $. DO NOT S�AL� DRAWINGS. VERIFY ALL DIMENSbN.S WlTH CON�RACTOR � . ,. .: . , �3 BQT. 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' _ � REVIEWED BY : JPL , . � . 84� - . - � � � I 1 1 I�IVF � # V � PL/""1 � V . . � . _ DATE ; , 5 . � 4 .04 _ : �' - � � .: SGALE: 1 /4" - 1 '-0 U P P E R F L�� � F.�� M I � G P LAN . d = ,_ r . � T �1. • � S C A�E . 1 /4 1 0 R E V I S i Q N S : 1Y' : U'A . ' . . -. : Pt AK NO 1£J. . . . _ i : ' . , . � ' PiAN NOTES: _ . � - 1 . ROQF BEAMS ARE FLUSH FRRMED UNLESS iVOTED '�}RUPPED` , � . ` _ 1 . NEW F�OUR BEAMS ARE FLlJSl�i FRAMED UNLESS NOTED 'E3ROPPED" � 1 � - 2. F�OOR SHEATING IS 5/8" APA RA�ED SFi�ATH1�1G. D(P. 1 , SPAN �tAT�NG_4� 2. NEW FLQOR SHEATH1t�G iS 3J4• T&G APA RATEd S��iRDIFLQOR, �XP. 1 , SPAN RATING 2a• �.C. XP � � 3. NEW POSTS CONTINUQt1S BELOW ARE tl�DICAT�D: � hlEV�V PE}STS F�M ABQVE i�iQF00�T��0t15 E�tOW A�iE INpICqTEp: � 3. NEW F�OSTS CONTIiVU0U5 BELaW ARE INDICATED� � NEW PQSTS FROM ABOVE NOT �ONTIN . '- . �Typ, . , - - " UOUS $Ei.C?W ARE INDICRT�D: ❑ , 4-.� . BRG �� ��� t� x 5 3/4 4. NEVY GONSTRl1CTlON M{?ICA�ED ( . ` ) . E7(IS�'ING COIVSTF��l1CTiC1lrl W[7tCAT�U ( � �� : � � � ^{ •, r . " 4: lhiDICATE `'' �. n _' . = , F'. W/ (2j'�I��fiRU-BOLTS 5. Q iNDICATES CONNEC��V i'YPE. REFERENG� SCHF�tJLE SHEET 5i -' � . . - � S CONE�ECTfON 7YPE. F�EFE#�ENCE SCHEDCtLE SHEEf S1 - ; �• � - , THRI� -�S t�R ' 6. QO N�T SCALE DFiA1MNGS . ' j , - 5. NEW COPiSTRUCTtON 1N[IFCATED ( �, E?CISi1NG COIVSTR�CTION INDICATED (- -). . _ .; . . ,�_._ � , , , , . . � , . � 8 DO T SCALE iMN � , . dRA GS.8 ` ' �� . ..- - ' . - A� _ . � ,� . . , UPPER FLDOR & - _, - TS 6x3z�i� . � , , . . � _ • � ,�,� -- . _ - `_ ` ' . � - • _ _ . � � . ; . � � � RC�QF �RAM1N � , � � ,: , TS 31t2 .x ,�,.t/2. x 3/18 _ . - ;�; (BEYC7PID) � � _ . � .. � � . . . : � . . PL�4N� &. � ET�►t�� �f - - _ �-, - .s- - - . �:� �t= -� - � - � � - � - . `� _ _ � : � � _ __ . . _ �. _ ; , _ - - - - . : � y . ;; SCALE : 4' _ �F'-0 � . • � - , - _ ' , , , • - ` r . � -S3 - s a;�;_ ° . _ • � . - _ �. .. . _ j _ . . . _ _ . . . - . r - _ - . � i q. . .. . . 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