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<br /> GENERAL NOTES:
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<br /> 1. OWNER: TRACY RURAL FIRE DISTRICT 13. UNDER NO CIRCUMSTANCES SHALL ANY SUBCONTRACTOR + y ,, Wa
<br /> CUT OR MODIFY ANY STRUCTURAL MEMBERS WITHOUT
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<br /> 7TH & GRANT LINE ROAD " ; ,,
<br /> BANTA, CA 95304
<br /> APPROVAL FROM THE BUILDING DEPARTMENT OR FROM fix' �NZ"
<br /> ENGINEER.
<br /> I 2. CIVIL ENGINEER: SCHACK & COMPANY, INC,
<br /> 13. CONCRETE SHALL HE A MINIMUM OF 2500 psi
<br /> C) Q w;rX
<br /> P. 0. BOX 339 P Y `
<br /> ULTIMATE STRENGTH AT 28 DAYS. CONCRETE SHALL �~
<br /> d` TRACY, CA 95378 w.
<br /> I .., <
<br /> DAN R. SCHACK, RCE 32158 BE 5. 5 SACK MTX AND HAVE A MINIMUM THICKNESS
<br /> OF 6' AND SHALL BE REINFORCED WITH NO. 3 REBAR I 3-
<br /> 3. PROPERTY ADDRESS:7700 WEST LINNE ROAD AT 18" O. C. EACH WAY.
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<br /> TRACY, CA 95376
<br /> 14. ALL REINFORCING STEEL SHALL BE GRADE 40 AND
<br /> _ CONFORM TO U. B. C. STANDARD NO. 26-4. !/�^SyIjI x s
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<br /> 4. ASSESSORS PARCEL NO. . 253-220-03 YI
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<br /> 15. METAL BUILDING SHALL BE AS MANUFACTURED BY I r z - I
<br /> 5. BUILDING OCCUPANCY TYPE: Bku
<br /> -2 SINGLE STORY \ 4 �` Il5' i °x
<br /> "CECO BUILDING SYSTEMS' OR APPROVED EQUAL.
<br /> BUILDING CONSTRUCTION TYPE: Y-N '
<br /> NO FIRE SPRINKLERS REQUIRED METAL BUILDING MANUFACTURES (M. B.M. ) SHALL c`
<br /> " PROVIDE ALL DRAWINGS AND CALCULATIONS REQUIRED j LlNNE
<br /> ROAD
<br /> ALLOWABLE FLOOR AREA: 8DQ0 561. FT. P�4JM
<br /> r ACTUAL FLOOR AREA: 1500 SQ.FT. NEW BY SAN JOAQUIN COUNTY FOR METAL BUILDING. SEE 1 (.li! �._ ._ .-- _ _ _ +
<br /> j za9? 54,FT, wx1E)7 DRAWINGS BY K. B. M. " FOR METAL BUILDING
<br /> v TOTAL 3 7`n`L 5Q, F T. ;. o K, DETAILS AND ANCHOR BOLT LAYOUT. +},.
<br /> dti 6. CONTRACTORS WORKING OR BIDDING ON THIS PROJECT
<br /> ARE RESPONSIBLE FOR EXAMINING THE PLANS AND 16. SPECIAL INSTRUCTIONS:
<br /> REVIEWING THE CONSTRUCTION SITE TO OBTAIN A. GENERAL CONTRACTOR SHALL PROVIDE SPECIAL ;} FILL, VOID TQ GQlAC.17,ETt r FI1 kor,4 '
<br /> FIRST HARD KNOWLEDGE OF EXISTING CONDITIONS.
<br /> INSPECTION AND REPORT TO THE BUILDING 'n ;� H A Wr: I C.A R `�al u;y �� WM I NI- D F 6" Ar-,} PA VI t,4 L->
<br /> 4 ALSOo HE IS TO DETERMINE SPECIFICALLY WHAT I5 L N '� `�i TL, 'c`,� �. _ .
<br /> DEPARTMENT FOR AHY HIGH STRENGTH BOLTS/ - 1 PLR ),r Y }�, CDI�r1F''ALTi r_Q NIA'f'IVLBOLTING PER SECTION 306, 1988 U. B. C. ----�� ,, ._.,,..--, --r r .r�, .r►... r;c .rrr�t.-_ �r�..,3^__. .. _ _ ...,.. , r._ -. ._, _. .._�_____�.REQUIRED TO BE ACCOMPLISHED IN HIS PORTION OF tai _-- Li. '
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<br /> THE TOTAL WORK. IF ANY DOUBT EXISTS TO THE lbil"a1', T©f7 i�+ �l .11.>~ +"
<br /> INTENT OF THE PLANS, SPECIFIC DETAILS, 17. 3070 EXTERIOR DOORS SHOWN SHALL BE METAL IH JCI��' Pa;.E -� �{ .. Y 1.1.1.
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<br /> CONSTRUCTION NOTES, OR IF THE CONTRACTOR
<br /> METAL FRAMES. �3- ,+Y" - _ r,.Z .�J_ .. . ,�?. Ml'.Q_ 1r11 .. I "7 , 7,r'��
<br /> CLARIFIED WIDTHTSCHACKINFORMATION,
<br /> IHCT PRIOR TO 18. WINDOWS INDICATED SHALL BE DUEL PANE GLASS IN ` f,i
<br /> REQUIRES MUST BE
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<br /> ANODIZED ALUMINUM FRAMES. ) x
<br /> Y �; °„. bw BIDDING OR CONSTRUCTION. HIS BID SHOULD B ( l -� _ -- C�f�T, i.J'�]i:., Wlh'r�so QpTt�_�1 F_ CONTF�C�L ,J I[
<br /> .,:,- v ,.,r�+ ALL INCLUSIVE OF THIS PARTICULAR PORTION O
<br /> �._ .T I tJ -_.. 1 �� T- _ - i'I--1k, P 1a i s i
<br /> ' I �``" 19. CONTRACTORS BIDDING ON THIS PROJECT SHALL �-r, p _ +a F;A`'�.L 1�IoE:A1 �•� °� F
<br /> `I [, �X, WORK. IF ANY PORTION OF HIS WORK IS HOT l��', W+�iii�G em ,� 100.-A p, �, I� V /�p Qty
<br /> I14; INCLUDED IH HIS BID THEN IT SHOULD BE 5Q INCLUDE l_ MATERIAL, LABOR, EQUIPMENT, FAN�.L To o+� ,}*tiP, ;d a/�-�a• !�' I � �..T. �'T (�Xi T,�! ',. ,! '' , Z Q }
<br /> . INDICATED ON HIS HID OR IT WILL BE CONSIDERED EQUIPMENT RENTAL, ETC. NECESSARY TO COMPLETE SERVI�.E �f1ET�R t�L>`' ST, LDI�G: ST.' i - T I �;� w v
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<br /> INCLUDED. SCHACK b COMPANY, INC.IHCWILL NOT BE THE PROJECT A5 DESCRIBED WITHIN THESE PLANS. L.D�-r�Tl li.� . I I\!CL. i�(,jrG r CD QTS. I I f v' 11I ., r + - -rt •----�J�.._. - „ r {J,�y �� Q�-7 -4 6 G) -�
<br /> -' HELD RESPONSIBLE FOR PROBLEMS ARISING FROM HOT IN ADDITION, CONTRACTOR SHALL PROVIDE j I HVAI.11-Jii.�4f� '1s AY; � J Comkj ""�'�
<br /> i 1 er ��fST IODa�1P l�D�"�}[� 1 c� / ! . k �3'5t;lg"Q;.:.
<br /> -, c� REVIEWING PLANS OR EXISTING CONDITIONS. ADDITIONAL ESTIMATES FOR OPTIONS I THROUGH 3 r• ... I 1 Fee TIT;.E `� p , ��p� A� a
<br /> i i =� �• a" SEPARATELY, AS ADDITIONS TO ORIGINAL MAfr.i�hrtC:"T' fay i,.�}C: "T+fly, i 4�I�la.a:.L
<br /> CONTRACT. ;:o1,.tTF� "CTOF TO hN;-fl �� OR • 5"I"d�' z�. CC
<br /> 7. CONTRACTORS OR SUB-CONTRACTORS USING PLANS
<br /> STAMPED UNAPPROVED PLANS OR PRELIMINARY SHALL - ,--L _ _ /4;A� ?.EalrZ FDR AQ .,J)i or,.1 1-�d�Il�It�A� �_ _ _
<br /> DO SQ AT THEIR OWN RISK,--SCHACK $ COMPANY, INC. I PER
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<br /> WILL NOT HE HELD RESPONSIBLE FOR USAGE OF SUCH TITLE ',
<br /> a. PLANS FOR CONSTRUCTION OF THIS PROJECT. �J►y;.,"lit cc
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<br /> 8. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH j " "'
<br /> ALL APPLICABLE STATE AND LOCAL CODES INCLUDING
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<br /> THE 1988 ed. UNIFORM BUILDING; PLUMBING; FIRE; �E-TALL1. 1 Go� rzi i '1" _- �1,l5TIltilu =l.`i l..i�1 k•i•:. ! ii 1SQ F1 C1,t:. all
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<br /> AND MECHANICAL CODES; STATE TITLE 24 AND THE W/ •rt CP THYV 1`! r.CQ wr;>I�- :aS� C�Ila hL .r1 SU Ya I- h1n.�I ,i..C-? ti Ew 1:J 10 1 T 1U N., t4 �' F F J a f.7 IJ 1�.VJ . 1 LATEST ADOPTED EDITION OF THE NATIONAL �ELECTRIC CODE. Ti-ll�'4G7�J I:a H E.� i DT. _ TE DATA
<br /> 40 ,�r1 GONG. WALK __ - .. __ . ... . .._. �--.-�-.
<br /> .` 9. CONTRACTOR AND SUB-CONTRACTORS SHALL BE STf_, U C✓Ti F=,t IAT T I :,� W�C.�fu'(`F'i t;!L .Jolxr j .,�'„�ti>~
<br /> �, O D,�. L'_ Yew L
<br /> RESPONSIBLE FOR VERIFYING
<br /> ALL SITE AND 1 1 f *a:I'. 1. Z, 0114>,r. . La =i © t ?i. a ,
<br /> EXISTING
<br /> CONDITICNS, DIMENSIONS, ETC. , PFIOR h
<br /> I ... TO 5tli;�'ITTTNG A PIt) AND C0N5TFIUGTION.. RI i- ��. y �0 C ';�� � � (��" ��.lr.�E:.i�4iS4 F'LAf"►1 : r� C7>=.1 C.LIL.TUI�i�:. .
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<br /> 1O c O WHERE 7 _ .. .N EN ,1 G!-1 lU' i:. .�. u-,; 1
<br /> - K IT T UNDERSTOOD T AN:� ^ � y} � 4 ,r _ .. ? ' J z �
<br /> ,, i HE PL � I � I ^� FJ>r.+�l{ Tl:C1J>,1_' C`i �. � v `' •7 O t7 �>r `- +_. �.''�: �.,. �
<br /> SPECIFICATIONS DESCRIBE PORTIONS OF THE WORK L µ�- , + - 4�DA h p� ,
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<br /> r E DETAIL r - ( 5 � . -
<br /> H COMPLETE , _11;�"CI � 5�
<br /> T L TCM � . 40
<br /> IN GENERAL TERMS BUT HOT T -. � _;
<br /> THAT ONLY THE BEST GENERAL PRACTICE IS TO -�--' -
<br /> ��_ � f� L!�G' + aLT1�rtC_y�, l�. Tlt':: F'�;J } };T�r I � Iv�T SU P.�.1 ,f..+�T G rI.,�JIJIr.�:. < ' .1
<br /> PREVAIL AND THAT MATERIALS AND WORKMANSHIP OF j / } I
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<br /> THE FIRST QUALITY ARE TO BE USED. �`� '� 1=kTtty� t
<br /> C-;A�XC.,t rv':I si zwA*i' �� R�•�1rt�.I h.� A� �•
<br /> 11. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY rr" 31T,30 1�1 ,�aT k C. WA
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<br /> FIELD CHANGES MADE WITHOUT THE WRITTEN _ .. _. _ _..----_ -
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<br /> ' ROL DISTRICT
<br /> AUTHORIZATION FROM SCHACK $ COMPANY, IHC. AllR P� a ?,;;, ;ry VWI'y's = rZ
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<br /> P F1 .r'� D Q T I IL1 L, ::a P int rllP U -� ti • I ''{
<br /> MAx. AXIAL LOA ; = 5. "7 K b d + .t . . ....
<br /> � :t:`Jl �_ri�...
<br /> ._ Tantativlr Approval ns + {{
<br /> ` f midi Approval
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<br /> A A N,A r 9 �1 � �I O� f� � fir` � _ O r K.
<br /> i_ATERA!.-rJ,l, 1*IisACT!CaIW - Ur K F
<br /> r R.. 4e«-. n R d � +4 �� '.a i,•, ,ft',. � k �'' / � _-5111 ,�. `',, BOO
<br /> ff�� •� _ �j .qy i` �a �jgy� �.�'>^ ",'' -+ \S�:�'wR"t'�f y1 5y "�• _.;� _isL - ..�I rl6 \ ..... `.'A 1
<br /> FDWT11aV N4�j ' 4• �7 V 55 i ,.j + LP 1 f ;���^�
<br /> } L.0 Sru '.,,N iy 7 Gr•a.d. IuO , /l! r ', a "`'•1 C.- 4
<br /> T F�'i 1~ S L.A F� - 7. 1 ! 2 K ! 2 O, 3�7 i 5 2� }} pY Cair�na ISche1'liOR,
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<br /> AL Ir OVV LAT. 5L.Ir�11`46� - to, a/z S. l SI�",E
<br /> - r� w.;. .�. Ail"S ANO, EASEMENTS T�... _...-. ... 1
<br /> r E Pr 1-1 -.C1. C,7}(l 00) - E ti�7 l �
<br /> F T �`Try "' SAN JOAQUIN COUNTY Pt;bLtC b''r0 cKS D4PARTNIENT
<br /> C� !.Lo 7 ! 7 - �. `: K
<br /> Fri 1"d° $ 6" L iMPROVLMr_NT PLAN AfPi'j,3VA '
<br /> ALLOW LAT. r5R u" � )
<br /> 1, STORM DRAINAGE: TERM}NAL�7 Oil SITE ' COMM.PoNiD ED "I
<br /> .y f (� (� 2 WATER SUPPLY: PVT WELL CYI/ PUBLIC 1 1 GALAVATE;R C] ��
<br /> ." TD I , L A T. 9 I+• 5 f 7 .moi`, } +o. _ . 'I x = J•5. K �.�r ,
<br /> 5 p�R. I i f' SANITARY SEWER: SEPTIC -C� p r '
<br /> " S j 1 , T PU13I.IC�� F..) P W3. SA IT"'�io '� , ti I, rI i t. TOTAL PLOT SIZE: _. �� U1. -P.SIZE' f +U I7Z.1T• +^4 C�T I IV.1!� = 2..3 tC DA E�w PLAN
<br /> _ ��AG i
<br /> ` w�; 1 , , _ 5 3Q0-YR FLOOD ELEV. �✓ AC NOVO- T r' '
<br /> c,w a-• ABOVE!r'.G. ! I
<br /> 7 r� a 1 + � FEES: OTF . ,C A0B
<br /> 5 1. . f �1� is I r.' a �_TfiAFFI �T R , 1
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<br /> CD. G Q,K. 1 4 3 F Lvi,I�i � � ' REMARKS: DRAWN By.
<br /> ,•'� ', 1 , , 1'S ln:Y I 1 I
<br /> THIS APPROVAL 15 RASED ON CHECKED BY
<br /> R -- A DETERMINATION THAT THE DRAINAGE CONCEPT AS �ra¢- 1
<br /> SUBMITTED MEETS THE CDUIJTY REQUIREMENTS AND DOES NOT RELIIEVF THE
<br /> LJ51~i 0� x 3+,�„ x 1 t3'' �,r. EY FDATI � C., '+����� `ar_5 EA.WA1`
<br /> DEVELOPER OF THE RESPONSIBILITY OF PROVIDING ADEQUATE DRAINAGE. ANY JOB N0.
<br /> AMENDMENT,OMISSION OR DEVIATfON FROM THE DRAINAGE PLAN A5 APPROVED
<br /> SHALL BE THE OLE RESPONSIBILITY OF THE DEVELOPER(PROPERTY f3WlJE I?),
<br /> •4 x a0' L O �1 s:� �{A I l�P!� �'l E,. ,
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<br /> �., SHEET
<br /> VlCIN MAP
<br /> K APPROVED: i
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<br /> FORDIR TOR OFPUF3LIC KS DATE o (] 192 i
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<br /> 9. OF SHFC?'S
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