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12400 SW MAIN STREET * Job No. 1207-85 TIRE FACTORY E31 1 LD I tilt C: CJ1C►FEE I NF_C3 -R. f'''1rrAT 101 P4 BUILDING CODE INFORMATION: OCCUPANCY DESIGNATION B--2 CONSTRUCTION TYPE V N BUILDING AREAS: 19200 'SQUARE FEET STRUCTURAL DATA: Design Live Loads: Roof ( snow load ) . . . . . . . . . . . . . . . . . . . . 25 PSF EXPOSURE Wind (basic wind gone) . . . . . . . . . . . . . . 80 MPH, Exposure Seismic Zone . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Soil Hearing Pressure. . . . . . . . . . . . . . . . ,, , 1500 PSF +coon I = CSE:P4e:F;ZAi FRECaU 7: R1—=ME:N1-rS All Work designated on these drawings and specifications (notes) is to be perfor(,;c.d in a workmanlike manner in accordance with the plans, spe .: 4 -irc.aations and as a minimum requirement the specified Building Cad F,. The Engineer is not responsible for on-site supervision unless specifically retai ;ted for that purpose. The "American institL=_te of architects" (A. I . A. ) forms will be used for all required construction documents. All construction ' methods and mater al s shall be in accordance with tine Oregon 1984 Structural Specialty and Fire & Life Saf et)r Code mi n i me.cm requirements. C:3M 2 SITE WORK Excavations and backfill : All footings to rest on firm original undisturbed soil at minimum depths indicated . Report to the Engineer any unusual bearing soil conditions including evidence of any soil fill . Maintain maximum slope of 2 horizontal to 1 vertical from edge of footings where undercut is required. Compact backfill at over-excavated locations to 90% of maximum density per U. B. C. standards 70-1 and 70-2. 1 r � i � i � i � � 12 Oi 1 I I I I I I I i I I I I L. ! I S I -�� I I I I 1 2 13 4 7 9 1� NOTE • I F THIS M ICROV I LMED 1 AWING IS LESS CLEAR THAN �`----- - - THIS NOTD'E , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. LZ Z 4Z 1• Z Z Z IZ Z 6T. I Lt I I T EI I i t T 6 t3 � L 9 4 E Z t ,. 114 1lIlUllilllllllllllllllllll ILII IIII IIII illlllll IIII (III II1111111111IIII IlIIII!Ilill IIII Iil!allll �III�;.'d�llil IIII IIIIIIII lllllli1111i1111111� 11`1� IIIIIIII IIII IIII IIII till IIII Illi IIIIIIIIIIlltIII 111111111111111111111111111111111111111111111 IIIIIIII 19 MAY 21 n :J * Job No. 1207•-85 TIRE FACTORY Structural Fill : Structural fill shall consist (3-r clean well -graded sand 9 sand and gravel , or crushed rock . Fill shall be placed in loose lit+s not to exceeding 8" in thickness and thoroughly compacted to a dense, non-yielding state. Fill shall be compacted to 95% of the max i mun dry density as obtained by ASTM D698--70. Submit P ompacti on tests performed by a qualified testing laboratory to the Engineer and to the Building Official having jurisdiction verifying degree of compaction Storm and sewer drainage: Comply with current Uniform Plumbing Code minimum requirements in addition to state and local regulations, for all work. K) 1 v A s i C:3m GCIr%JC:FRET'E Make arrangements for concrete test for each structural pour exceeding 5 C. Y. Minimum concrete compressive strength : 3000 P. S. I . in 28 days. Comply with A. C. I . codes and standards for all proportioning , placing and curing of concrete. Reinforcing : A. S. T. M. A6159 grade 40. Lap splice 30 diameters at continuous locations. Welded wire fabric : A. S. T. M. A185, wire: A. S. T. M. A 52. Accessories: provide embeaded A. S. T. M. A307 anchor bolts, zip-strip type slab contraction joints, and other accessories as indicated or required . Verify slab finish textures prior to cc -crete placement of those items. D 1 Ne 1 s i or-i t5 METAII._ :E3 _ Hot rolled structural steel : A. S. T. M. A36. Cold rolled or formed steel : A. I . S. I . 55 K. S. I . yield . Structural steel tubing or pipe: A. S. T. M. A501 or A53. Holts or rods: A. S. T. M. A307. Welding : A. W. S. certified welders using E70XX electrodes. Prime painting : shop prime all non-galvanized structural steel members with ' red lead oxide' or zinc chromate. W Cl C31 Lir C"C3!til I T R LJ C T I C3!til _ Light framing : S4S dougl as fir-larch , grades as indicated . G1 ul am memberss industrial grade or other as indicated , fb= 2400 psi. Pressure treat as required for conditions of exposure. Supply from A. I . T. C. members plants only. 2 ' 1111 � 11 1 1 1 1 1 1 1 1 1 ( ( 1 1 ' l l l l � l 1 1 1 1 1 I 1 1 � ' 1 1 1 ( ( I 1 1 1 1 ! 1 ( 1 111 � ! 1 1 1 1 1 I 1 ( 1 i 1 1 l l 1 1 � l ( 1 � l 1 1 ' 1 1 ( I 1 1 1 ! III 1 1 1 1 1 1 �1 1 1 IIIIIII 11 1 1 1 I I�I I I �I I I I I 1 1 1 I ! I,I I I � I I 1 1 1 1 1 1 1 11 1 1 1 1 1 1 ! 1 ( 1 1 1 1 1 1 1 1 1 1 1 1111 � 1 �. w�.,.�.• •�.....,,•�... -...�,**.... _ __.._ .__ ..�.__.__. , _.�.....�r..�. ,.,_.. NOTE : IF THIS MICROFILMED l I 2 3 II4 5 1a 11 12 7 L_ — DRAWING IS LESS CLEAR THAN __._ .�_ -_ -�-_ THIS NOTICE , IT IS DUE TO _ _ THE QUALITY O F THE ORIGINAL ` Z 8 Z L Z Z 4 Z _ i. T Z Z I Z Z 61 i s L T I T J ^ i`-_ i_-��___.__.___. � �_ J� '111111111 DRAWING. I �ilCllll llll IIII Ili! ill! Illi ill! 1111 llil Illi 1111 1111 ILII IIII IIII IIII ill! llll llil sill illi ill 1111 lill�,. ,i�!!il 1111 1111 illi illi loll lll� Tall ILII If1� llil 1111 ilil 1111 l lllillll IIII IIII lllllllll ill! 1111 llil 1111 1111 llil Illi Illi llil '1111 llll9llll ilil 1111 1111 � nvao� A � N MAY 2 1 ' J .a.. .r+•. _..; �..,...!*Ipy„rWr;.gy.,rr,s,rr ......M .+r•.u s�J..rr:: :...F'i+AYA ,�• . -, ..„ j'., ,n r�rn - * Job No. 1247--85 TIRE FACTORY Submit shop drawings for Engineer ' s review, prior to fabrication ., Plywood : all panels with D. F. P. A. grade stamp , grade as indicated . Framing connectors: "Simpson Strong--tie" or as approved equal by the Engineer . Treating : All members in contact with concrete or masonry or within 12" of grade shall be pressure preservative treated . All unprotected wood members in noncombustable construction shall be fire retardant treated . Nailing : Comply with U. B. C. chapter 25 minimum requirements, framing connector hardware schedule and other as indicated . D i Ne 1 s 1 c:3 r-% 7 WATEF;Z Z WEE:ami T'F-•FEE:F-.c F=I'RC70FG' I NG .. Apply waterproofing indicated , or as recommended for the specific substrate, according to the manufacturer ' s printed instructions. Caulk all fenestration perimeters with elastomeric silicone or polysulfide sealants, color to match adjacent frame finish color . Install 151b felt vapor barrier over all exterior plywood sheathing . Roof accessori es: Provide vents , curbs, flashing , skylights or other, as indicated or required by the U. H. C. or mechanical work . D 1 v .l S1 ora ' 9 F= I M Z E3"E S Gypsum drywall : Provide drywall products and accessories from the same manufacturer . Install per U. S. G. drywall manual unless it conflicts with manufacturers' printed instructions. U. S. G. ' veneer plaster ' or approved equal is an approved alternative wall system. Painting and staining: Paint or stain all exposed or semi -concealed non- pref i ni shed surfaces. Include galvanized and primed surfaces. Do not finish paint metal framing unless specifically directed . I PINK il � � � � � � � � � � i � � � I � � I � � I � � I � i � � Flo ill ill ill ill ill ill ill ill Ali ill ill ill il � il � ill ill Ali ill iliili i i iii ill ill 40 I I I c I NOTE : IF THIS MICROFILMED �.�`, DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL. g Z S Z L Z Z 4 Z Z Z Z I Z Z6 - i L I� i I 1 E T T I I t 6 t3 �L 9 DRAWING. IIII IIII ILII illi IIII IIII Illi IIII IIII IIII IIII III) ILII (III (III ILII IIII IIII Ilfl IIII IIII IIII II1111111 IIII... ,���I�I IIII IIII Ilii Illi IIIliIiH ILII 1��1 I�1 IIII�lIil Ilil IIII IIII II�III,II Illi IIII IIII Illl IIII Ilii Till IIII 1111 IIII IIII IIII illi IIII IIII Illi illl IIII � , 410 MAY 21 1990 i .l y.: tllAAlA 1 y I r APPROVED PUR CONSTRUCTION CITY OF TIGARD PERMIT NO. 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I �� � ,.,;.ti. a,s<�r I i UF" t3 / F �-- c'E.A'1"E L) 0 x I I _ x I I , I Y_ -0 ,� �� W "L 41 M F3 [ jA4c.-,� ' , CHECKED BY DATE _ 4 J0© , c N t ' \�� Y" ., Z Zx 4� i..L�k=-�?:.�T'c REVISION �oP1T, I�ARIME 1'�k' Sv� I -(e 1-(r F,Xj G 2 -d C�/� M�� l K u W 1.4 W I, 4 �o �=k'1�3F�1 E L K`CJN A!:�- Z-- I � �UUC e! �Z.�4' G CN T---- ,I SHEET _ I W, (�1 P L-JILEY'd S F T i F-- i LA`ri �_ T ' M I OF all 1 11101111 P,. � .�► f �' I � I I I i I I � � � I � � � I I I I � I I I I I I I I I I I I I ""._.._,..: _ . ...,..«.... :s,..-,..-ure..a-..-.._..--_ ___,._.,.,,�.. ...�,.. ,:.. . l IIIIIII � I � I � II IIIIIII IIIIIII IIIIIII I! III I IIIIIII � IIIIIAf IIIII ! 1111 � SIIr III417 -1 - DRAWING nNOTE: IF THIS MICROFILMCD `� ' `,I IS LESS CLEAR TITAN 1 _ __� 1 _ THIS NOTICE, IT IS DUE TO �— --. - ----- - - -- —- --THE QUALITY OF THE ORIGINAL _- DRAWING. I lllllll► 111111 1 1i!11I!!.I.I!111111111, 111111111►111111111111111i11111111111111111111111►1111111111 .11 .. Till lllllllll IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII Iilf ILII IIIIIIIII IIIIIIIII If�lll 11 Ifllillll� I11►IIIIII,IIIII 111!1!1111!11111!1 !! I 11 IIIIIII! ,illl�lllll IIII MAY 1990