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9180 SW BURNHAM STREET-3 5 PROJECT SPECIFICATIONS for the STEVENS MARINA Tigard , Oregon THOMAS CONSULTING ENGINEERS , INC . 10211 S .W . Barbur Blvd . ,, Suite 210A Portland , Oregon 97219 Phone: (503) 245-4055 March 9 , 1979 4 Project Specification #7831 v a4 MIY ',.; � ty;^J ui4„� .,� - j' .. ..�.�. _ .�1 hq.. .... ., . . —.. .. �cawT.ti•`FP •M'!14..•ii'r!T^f"I,. �..-.5., ... .,. .W ... ..h ...1.T ._.... .e ..ro i:Ytl)k'i ,;,�. p _.. . nl , , ► � , � � , , , , i � � i r r r r r r i � r • r r T r r r 1 r � 1 I 1 i i 1 I r e i i , iii , ► i r i r r � r i r r � r i � � , , , i „ , � , , , , , t i i „ � , , , i ► � , , , , � , r 4 5 � h0 I l , NOTE : IF THIS M ICROF I LMF U �.•�,.:.•��.--.-.---- 3 'T B 9 12�- y DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. --- OE 62 82 12 9Z 92 02 EZ ZZ ' IZ 02 61 8i L1 91 s1 bt EI I I1 01 6 8 1 9 S b EAY ►��1��s�1,��I�,�,I,,,,I,,,,I,t„1„�,I�u�1��IrIrl�Irirlillo�w��lrru��, ��II� I�.��al�l��!�� II11l�rulilill�I��IJ►1�I��1lt�I.��iI1IaN�rkiI1111ru��lr�lI�I11�u�iru��u.�uu� . _ u�.uli�u�.t,wlriir `a�. 6 1 221 fi "`w atom= 1 ) 1990 Y •' J� •Y 1. t _ • r mow.- ...,, 1� .... .. _ .. _ - .-"".�..54ari.uw` �.,� ...�_.,— _..-`r..-_.—.�._. ,—.._ ._,. - _ ,_- ......••Y. .- ..- .a"1t.iY'r-Mxl..._ ... . ,_ _._ w...-...nrr,.n).. ..,�...,�. ............ ........._ ..... -._.- .�.....+r,.m._ .r'w. .. _ n.�.�),.. ..JMk . _.,,r,,.... ,. .,.wa.: ... ay � ry�l �t��. } 1: r , - - -----•---...-._...- ..»...._...- -.-....•r �-yr.:g,'�w:^...•. +.�..rKr .,,�c�i� �+r:+au�EA?"^,_�gatr "" uw:. Jul, n _ 1 1 .0 GENERAL DATA 1 . 1 Soil Pressure assumed 1000 psf L . L . and T . L . 1 . 2 Elevations shown on foundation plan are maximum elevation to bottom of footings . Footings to rest on firm natural undisturbed soil . 1 . 3 Verify all openings in flcor and roof with owner . 1 . 4 Contractor to verify and check all dimensions . 1 . 5 Design loads: 25 psf L . L . , Wind per 1976 U . B . C . Table 23 -F , Seismic per 1976 U . B . C . Zone 2 . 1 . 6 No excavation shall be made below any footing closer than a one to one slope to the bot6-om of same . 1 . 7 Backfill all pipe trench excavations below footings with lean concrete to bottom of footing . 1 . 8 Where reference is made to ASTM , AISC , ACI or other standards and specification," ,, the latest revision or adoption is intended unless speci- fically designated otherwise . 2 . 0 SITE WOR. 2 . 1 Lines & Grades 2 . 1-1 the contractor shall be responsible for all elevations and dimen- sions and shall verify actual site conditions . 2 . 1-2 The contractor shall establish bench mark and maintain it until completion . 2 .. 2 Site 'reparation 2 . 2-1 Strip top 6 " of soil and all debris from the project site includ- ing vegetation , rubbish and other perishable or objectionable matter . 2 . 2--2 In areas where fill .is required , prcvide clean select sand . Place and compact sand layers in 8 " lifts under paving and building slabs . Compact to 95% of standard ASHO . 2 . 3 Asphaltic paving The contractor shall use the equivalent Base and Surface Course system listed . The systems shall be laid over compacted subgrade prepared in accordance with Paragraph 2 . 2-2 . Hot mix A s pha It?.c Concrete Surface 12 " Base 3/1 " crushed rock 4 " to 6 " 2 . 4 Chain Link Fence Furnish and install eight (6) foot high galvanized 9 ga . steel wire mesh fencing as indicated . Posts to be minimum 2 " O . D. galvanized pipe , not over 10 ' O . C . and set into 24 " deep concrete foundations . 3 . 0 CONCRETE 3 . '. The ACI Standard. Specifications for structural concrete for buildings ACI-301 shall be followed . Contractor shall obtain a copy of this star,dard .for reac'y reference on the job . 3 . 2 Stone concrete to be fc '=3000 psi at 28 days plus 1200 psi for mix design test cylinders . 3 . 3 Place concrete as indicated and specified on drawings . 3 . 4 Steel trowel slabs true to line ane grade with a maximum variation tolerance of 1/81" in 10 feet . 3 . 5 Placing , finishing and curing methods shall follow standard good practice procedures as recommended by the Portland Cement Assoc . riCW ti. .i:d " .,.' ..".. `. �W4fIAr N,; _. - r + ... _ I _ wwwwr,rwrra-tllBfi.««. 'Ris _ .. - - ,""""", -.- - «.f..p,;�y:.I�.- t. ,:.;":.._.: e''G"".R"'• .. ......:.-. .., e+.+.+ Il ! l1111111111 1 � 1 � ill 1 ; 11111 I [111Jill W DTE : I F THIS MICROFILMED -�- 2 3 4 5 6 7 8 9 t i t 12 o�w�.�� r......r.�rrr+.�Y ��Lrr r.�i eat DRAW].NG IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO I THE QUALITY OF THE ORIGINAL DRAWING. - OE 62 9Z LZ 92 SZ VZ EZ ZZ 12 0Z 61 81 L 1 91 91 t I E I al I I of 6 9 L 9 S b E Z I �r111111IIIIIIII�IIIIIi��iil�ili�ullll�It�I111111,11�:II�Ilrllt�u1111�11��11 �11It11�,i1it�1111�1111��I1�li1tlt11tlli!lII IIS ;�ti�li.;ItIlll�llli��lti �L�t111�1t1t�t11t�tt�l��111t1t1l�tlli�tlll�lt�itll�llt.t 1� �11111111nullm UL&A"lullUll1IIII MAY "J 22i' . . .... 1 ) 1990 3 . 0 (Cont) 3 . 6 Contractor to furnish details for pick up system for tilt-up wall panels to Engineer for approval . 3 . 7 Contractor to provide additional reinforcing steel as required for lifting stresses in tilt-up panels . 4 . 0 MASONr = (NOT USED) 5 . 0 METALS 5 . 1 Reinforcing 5 . 1-1 All reinforcing steel to be ASTM A-615 40 , 000 psi yield point . 5 . 1-2 Set main reinforcing steel 2 " from forms for surfaces exposed to weather , 3 " for footings and other concrete poured against earth . 5 . 1-3 Reinforce all concrete walls with 0 . 25% reinforcing steel hori- zontal 0 . 15% reinforcing steel vertical unless otherwise noted on drawings . 5 . 1-4 Provide 2 ' -0 " x 21 -0 " corner bars for all horizontal steel at all corners and intersections . 5 . 1-5 Splices shall be lapped 36 diameter or 21--0 " minimum unless c;etailed otherwise . 5 . 2 Steel 5 . 2-1 All structural steel ASTM A36 ,, fy 36 , 000 psi . Detail , fabricate and weld to AISC specifications . 5 .-12-2 All anchor bolts shall be ASTM A307 or ASTM A36 threaded rod as shown on drawings . Contractor to obtain a set of the latest anchor bolt setting plans from the Metal Building Supplier and verify all anchor bolt locations prior to placing concrete . 5 . 3 Steel Building 5 . 3-1 General Design 5 . 3 -J . l Structure shall be designed in compliance with the requirements of the "Uniform Building Code , " "American Institute of Steel Construction " specifi- cations . "American Iron and Steel Institute " specifications and " Metal Building Manufactures Association Design Practices Manual. . " The latest edition of each of these publications shall apply. 5 . 3 -1 . 2 Standard design loads shall be as follows: Roof Live Load Wind Load 25 psf !UBC minimum) 20 psi Seismic Per UBC requirements 5 . 3- 1 . 3 Standard load combinationo. are: Dead load plus live load Dead load plus wind load 5 . 3-2 Fra m.%Ag 5 . 3 -2 . 1 Rigid Frames : Shall be either tapered or constant depth "T " sections fabrj.cated by automatic welding . Roof slope shall be 1 inch it 12 Inches (low profile) . Rigid frames shall be bolted together where required with A-325 or A-490 bolts . �. .. ..,,+ -. .. �} r '.-. ,: gni. `pRppFne;Gtq?xsr; .uwa.ai.�rl...,...•. .n.�+ y. ..'NWtlC':k96'o. fw7iiiw"�:ew»-r.rrwiarrw�.�:tr-.wA�. :.t± .: . "!CRia,'m .»y.....d.F„ :p, c.. ._. .. w N' •: - .: 1 1 1 1 1 1 1 1 1 1 { ! 0 1 �1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � ' ' . MJ I � I I I I I I I I I I I j I I i 1 I I I V I I I I I I I I D I I I III I I i I I I II11111 IIIIIII f II III ' iII III II11111 IjIIIII ' I 6 7 8 9 10 1 1 12 5 NOTE : IF THIS MICROFILMED ��::..� ....� 2 3 4� -- DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. -- 4t 6Z 8Z LZ 9Z SZ VZ EZ - ZZ 12 OZ 61 BI LI 91 5I b EI a I 1 01 6 8 1 9 S b IE I 1, 1 1 ' 1 -1---_I- I--- I 111111111111111111111111 11!!111111 :1�#�,l.��llil�tll��ll1#!#�1 1tI1111�11.,1�IJ,��III�I�It111�,.)IlI111i�1111,i�flltll+Nf1�II11II11lIIIIl�IIIIIllllllilll1111�1111I1I1�1,11,I�WWtl�1 �!l1lhillllll.�Jllt.B!l1.�11.11�1ll�Illlttallll 22 � 1990 lot .-�.-r`....___��;r�.....�.,.,-..... ._--+,..r-..r-...w�+....rr+r,i;,_-- -. - _......._.-....—.... - ....— .rr-. `... w +e.w ...........•�..._........,.._............�.»,., s � c„ vy�M.,, � (4'. k 5 . 0 (Cont) 5 . 3-2 . 2 Post and Beam End Frames: Shall be fabricated of either cold formed sections 8 inches deep or 3 plate built-up sections . 5 . 4 Secondary Framing 5 . 4-1 Purlins and Girts: Purlins , and girts shall be fabricated of cold formed steel 8 inches deep with a stiffened flange . Purlins and girts shall be a "7 " shape . Sparing gage of these members shall be as dt,Itermined by %ie sign and shown on the plans . Purlins and girts shall be attached to the primary framing members with .1 " diameter A-307 belts . 5 . 5 Primary and Secondary Framing Paint 5 . 5-1 All frames , purlins and girts shall receive one (1) shop coat of rust inhibitive primer after being thoroughly cleaned of all loose mill and scale rust or other materials deleterious of paint bonding. 5'6 Primary and Secondary Framing Material Specification 5 . 6-1 Plates and bars used in fabricating automatically continuous welded beams and columns: Materials are to conform to the chemistry requirements of ASPM A-36 . 5 . 6-2 Cold formed Steel: Steel used to form purlins and girts shall be hot rolled steel . Material all conform to the chemistry require- ments of ASTM A607 Grade 50 . 5 . 7 Roof and Wall Covering 5 . 7-1 Roof and wall covering shall be panels formed from galvanizeu steel of minimum 26 U . S , gauge with not less than 1 . 250 per s q . ft . of zinc coating . 5 . 7-2 Material spin.,-.ifica7t on: Materials all conform to the chemistry requiremer.t _; of ASTM A446 . 5 . 7-3 Roof and wail panels , shall be fastened to framing members wit -, #14 hexhead cadmium . 5 . 7-4 Factory coated baked enamel colored roof and wE:, ll sheets shall be provided optionally wits: color to be as shown on drawings . 5 . 8 Gutter , Trim and Downspouts 5 . 8-1 Eave gutters shall be of 26 U . S . gage galvanized steel . All gutter splices shall be riveted and caulked to provide leak proof joints . 5 . 8-2 table , corner , eave and window trim shall be of 26 U . S . gage . 5 . 9 Ridge Cap 5 . 9 -1 The standard ridge cap shall be formed to match the roof slope and shall be of the same rr;ateria 1 , color and configuration as t;1e roof panels . 5 . 10 Sealants 5 . 10-1, Closure Strips: Strips shall be constructed of semi-rigid polyethylene foam and shall match the standard panel . 5 . 10-2 Tape sealant: Ribbon mastic 1 " x 1/8 " shall be provided for side and end laps of panels . 5 , 11 Installation 5 . 11-1 Metal building supplier assumes full responsibility for engin- eering and designing safe and weather proof roof syste%m , and will provide detailed framing and construction drawings certi- fied by a Registered Engineer licensed to practice in the local- ity for which whir work is intended . ANT1�MwMI�4fYr IIIR1 I III ' III I �1� 111 I � I �I � I 1 � I I I I � I � I ( I ISI III II-1 III I � 1 ( III I � 1 1 1 111 111 iiijill I � I � 1� 1 1 � lil � l I � 1I1 , 1 1111111 111 ` 111 Illilil illilll �Ililll 111111 rllill � flllili ){ I I I I ! I I � ! I i i 2 3 4 5 6 7 8 9 i'0 11 12 NOTE : IF THIS MICRO _I LMED DRI�WING IS LESS CLEAR THAN �` TM;L-S NOTICE , IT IS DUE 1-0 TI-4F: QUALITY OF THE ORIGINAL DRAW ING. Of 6Z 8Z LZ 9Z SZ bZ EZ ZZ I (UZ 61 BI LI AI SI 1P EI ZI II 01 6 8 L 9 9 b E Z 1 '°11'" 1011111II�IIIIIIIII�IIIII�I�IIIIIIIIIII�II1�1111�1111llllli1111{111��111 IIudIII Ifi.II'IIII11111 :1111 `Wl1lllllllt�IIIIII.UIl11tIIIl11lllL{llIII"ifil1IIIIIUIIIfillIIIILIIbmlllll, ulllA U ll"llillliliuAn&W,1!l&_ll{ mIulIl1 Iim MAY 22t 111990 t--~ I -"'rte > •�.. -...,..._.. i ..++...+r.,.,rr ..— _ ....._.....r.r.... - ,..r..... _.••+.aPr:_.r«- Iv' .. - .. .. .. _..- ..,. ... ,..«..."-�.r.,..yryyr..nuu,..y:a�w.... ....-.. ..i-.....,... _. .... ..._....,.Wsr,.�+^• _.- .,....,n.w.....r.,,. ._-.+w�. .�. _ � «.»a.y. •- _ .-_. • & 1. 5 . 0 (Cont . ) 5 . 11-2 System to be erected in secure and workman like manner in accor- dance with the drawings and erection instructions . 5 . 11-3 Flashings shall be installed to assure water flow into gutters . 6 . 0 WOOD AND PLASTICS 6 . 1 All sawn lumber to be #1 grade D . F . per U . B . S . Standard #25-4 . 6 . 2 All plywood sheathing or sub-flooring shall be DTPA CD Grade . Exterior DPPA-CC Grade for exposed locations . Each panel shall bear the DFPA Grade Trademark of the American Plywood Association , and shall conform to U .B . S . Standard #25-9 . 6 . 3 All boltheads and nuts bearing on wood to be provided with cut washers . 7 . 0 THERMAL AND MOISTURE PROTECTION 7 . 1 Metal Building Roof Insulation Fiberglass blanket insulation three feet wide and one and a half inches thick , six pound density faced with white . 004 mil vinyl , having two (2) two inch tabs folded and stapled on six inch centers . Insulation to carry a UL 25 label . 7 . 2 Metal Building Vali Lisulation Fiberglass bla,4kct insulation three feet wide and one and a half inches thick , six pound •1,mnsity faced with white . 004 mil vinyl having two (2) two inch tabs fo1a..:d and stapled on six inch centers . Insulation -to carry a UL 25 label . 7 . 3 Thermal Insulation Other Than Metal Building Fiberglass rolls and batts faced with flanged , black kraft paper vapor barrier with a perm rating if 1 . 0 , complying with Federal Specification HH-1-521E Type II . 7 . 4 Sealants Install around perimeter of all openings , between dissimilar materials and elsewhere as indicated . Completely fill all joints and leave a smooth continuous bead . If necessary , tool joint immediately . Material to be equal to Sonneborn "Butakauk "m pure butyl . Caulking , gun grade in standard color to suit job requirerr ents . 8 . 0 DOORS AND WINDOWS 8 . ]. Metal Walk-In Doors 8 . 1-1 Standard walk-in door shall be 3 ' -0 " x 7 ' -011 x 1-3/4 " thick single swing flush type steel construction . 8 . 1-2 All walk-in doors and frames shall be galvanized and bonderized for maximum rust protectio-i and point adherence . In addition they shall receive one shop coat of high grade oven baked paint . 8 . 2 Wood Doors Furnish and install all solid core , 'follow core doors as indicated and scheduled . Protect all doors from damage . 8 . 3 Finish Hardware 8 . 3--1 Furnish , check and service all items of builders finish hardware as described herein and as scheduled on drawings . _ _ a ! ,e � l � ll � ►I111I.�11 111II1 � � l�jI I � II111 1111111 I � I � I � I l�T� l ) i I ( Ilr�l Ilillll Irlll � l 111I1 � 1 Ili � lll I ; III-� I I � II � I Ill III) I � III � 1I IIIIIII 11 I I I � Ill NOTE : IF THIS MICROFILMED _. ......r..:.. —_.... 2 3 4 5 6 7 8 9 �0 11 12 DRAWING IS LESS CLEAR THAN --"`► � THIS NOTICE , IT IS DUE TO > aj THE QUALITY OF THE ORIGINAL DRAWING. ---__-___ ._ -- tlE 62 82 LZ 92 SZ tZ EZ ZZ IZ OZ 61 81 L I 91 91 b l E l Z I 11 01 6 9 1 9 S b E Z I �rIIIIIIIIIIIIIIIIIIIIII��i�I��I��IIIIII�IIIIlII11��11111I1�u�+111{�II��I,�II�II� �Ilc�llll�Il1l661111lIIIII±16lIIlI )111IIUIILl11Ill llLmbL1IIII ItfItIIIIIIIJiIIIIIIIIIIILIIIlil111lLIw1L990 111�1111I111u11 i111IlIjl�llllllll11�W1�11LLlllll�llUlllll�lUl�lW11111 MAY 22 � , i r W 8 (Cont) 8 . 3-2 Hardware Schedule HW .3et #1 12 pair of full. mort:ized butt hinges 41 x 0 . 134 incises with non- removable pias , conforming to ANSI A156 . 7 I each cylindrical lockset , standard dL'.ty, conforming to government 160 series (2-3/4 inches backset) 1. each weatherstrip HW set *2 12 pair of full norti7 ed butt hinges 41-x 4 " with non-removable pins , conforming to Federal Specification FF -H.-116(7 , T2107 1 each pull set , kawneer style F2 or equal I each closer, Norton 1605 or equal 1 each weatherstrip and aluminum threshold HW set #3 Pre-hung doors , non-removable hinge pins 1 each lockset , Schlade A51WE) or equal 1 each weatherstrip HW set #4 Pre-hung doors , non-removable hinge pins 1 each lockset , Schlade A51WD or equal HW set #5 Pre-hung doors , non-removable hinge pins 1 each lockset , Schlade A40S or equal HW set #6 Pre-hung doors , non-removdble hinge pins 1 each l.atchset , Schlade ATOS or equal HW set #i 1 pair PrP-hung doors , non-reillovabl,e hinge pins 1 each deadbolt top & bottom of one leaf 1 each lockset , Schlade A40S or equal 1 each weatherstrip . (fit � � � Ali t � � � I � I � � � � I I i � I � � I I 1 I I I � I � II � I �lII � III � tll � lle 111 � tI � ItiI � I� t 111 � I1e Ill � l � e Ill � ele ele � ele ile � ili ile � ele fle ele Ali ililile els ele eNl ' NOTE : I F TH IS MICROFILMED +r..,._` , 2 - 4 J 6 7 S 10 11 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF Pt ORIGINAL I DRAWING. - OE 6Z eZ l2 92 SZ bZ EZ ZZ 12 OZ 61 BI LI ±3I SI bl EI 21 11 01 f 9 1 S b ►etjttetleeeeleteeleeeIII I Ieletee1eleeleeee�ttttlllll�illt�llll� 1wild'MAY11tiIIIJIIUI1 t lli if In�rt111IIIII�11u�111L�I1Ii11111�1111111;� r "-'-'',' ---'--__1-__-I-"_. � iJ.1�1 1�1111�11�1�1�11.Iutil�illl�uW!l�1lU�lllllllll�ull�illl J 221 990 i"10 1 Ilk- r ., iP;'`h;!'rIPS4C7SiS?'J."d- w^ .r^.,gip':'. •... r 8 . 0 (Cont) HW set #8 1each lockset - lock to be 5 pin cylinder slide bolt type , with inside release mechanism 8 . 4 Casement windows 8 . 4-1 Furnish and install "Lok/rite " rolling windows meeting or exceeding AAMA Specification HS-B2 as distributed by Mercer Industries , Inc . , Portland , Oregon , or equal . 8 . 4-2 Frames and sashes shall be 6063 -TS extruded aluminum- sections not less than 0 . 062 inches thickness . 8 . 4-3 All joints are to be neatly fitted and securely screwed together. Frame corners are to be water-tight Nvith non-hardened compound . Frame members shall be constructed to receive half screeds o%rer vents . 8 . 4-4 All vents are to be �veatherstripped with treated wool pile weatherstripping . 8 . 4-5 Each vent is to be with a self locking latch which meets AANLA `standards for "Resistance to Forcible Entry" . Single glazed vents are to roll on nylon rollers . Nylon antirattle guides are to he placed at the head of each vent to prevent metal-to-metal contact . 8 . 4-6 All members to be natural aluminum , Clear Anodized or Bronze Anodizud as specified by owner. 8 . 4-7 Sliding panels shall be sealed in aluminum selections with vinyl gasket . Fixed panels shall be glazed with snap in bead . Class thickness shall be as scheduled . 8 . 4-8 Screens shall be 14 x 18 fiberglass mesh in rolled formed aluminum frames . 8 . 5 Store Front Windows 8 . 5-1 Furnish and install " Nordic " store front sections series F as distributed by Fitzgibbon Glass Co . , Portland , Oregon or equal . 8 . 5-2 Store Fron sections shall be 6063-T5 extruded aluminum . 8 . 5-3 All joints are to be neatly .fitted and securely fastened . 8 . 5-4 All members to be natural aluminum , Clear anodized or Bronze anodized as specified by owner. All exposed portions of extruded aluminum store front moldings shall be given an anodic oxide coating with Alcoa Specificafifons "AlumilitE: 204-#l . Brake molds and formed sections shall be given an ancidic oxide coating in accordance with Alcoa Specification "AlumilitE. 204-111" to closely approximate the finish of extruded sections . 8 . 6 Overhead Doors 8 . 6-1 Furnish and install upward-acting E;ectional steel doors where indicated . Doors to be Model #624 as manufactured by Clopay Door , or equal . r r I r i � l � l ►� � i � l � � il � I � lil � �l iii ilt � � I � It � tltit t � tlt � Ilt � llt � l t ( ticll ` tllltltre � llljl � tltltit tltlili I � 1 � 1� t t � llt � 1 il � It � t tltl � li ililili IJill IIIIIilili 11i � ili ililil � ilililr itiliti NOTE : I F THIS MICROFILMED "Row 2 3 4 5 F 7 8 9 1.)0 11 12 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. _._ �__._�_. _ __-_._ �_ __ _ __ --- 0 C __0E 62 82 LZ 9Z SZ bZ EZ ZZ 12 0Z 61 91 L I 91 GI b I E I 21 11 41 6 9 L 9 S b E Z ►t��tt�11��1��if III I1��1��l��tt�II11I�11t1I1 111 t.N ! lit! .IIcSIII � 1�lflillllll111l�tU Illll��Iltll�ll�l.lJlll�i1111�1f Ifltllr�f1I1111I11UII11l�IIIlIl1LL�W��l�l lil�tlLI�U111�J�W J111111ll1111 1111l11LI111WU666111IILIlulIIII --- MAY. 221 1990 r..Y .++.1..f�.oi1 _. ..y,�_..�.._.. .._. iw. -.+ ... .. a._.y___ . .... — ...MI/ M.•.. r.__ ., ..r.....�—. ...i..._ _ _ w.- _ .: _.. . w.Yr.N....r .. .. q\I�l. ,..._«.. � � �''^ ..+.N. r.. 8 . 0 (Cont) 8 . 6-2 Doors to be manufactured of all welded , pre-painted (24) gage rigid 2 " thick box type construction hot-dipped for basic strength , deep ribbed , with rabbetted type rails . All stiles to be mnimurr: 16 gauge hot-dipped galvanized steel . Door to be prefinished white acrylic enamel. outside and neutral finish inside . Bottom rail reinforced with full width extruded angle retaining U-shaped vinyl. astragel . 8 . 6-3 Operating Hardware: Rollers shall have continuous steel rim , ten 4" hardened ball bearings , in case-hardened inner and outer races . Roller hinges shall be 14 gauge galvanized steel . Bottom corner is to be fabricated from heavy gauge crated steel . Bracket shall be attached to bottom rail and end stile to form a lifting cradle and also to hold cable assembly securely in position at each side of door . Top corner bracket shall be galvanized steel and shall be adj ustable . 8 . 6-4 Spring counterbalance to be torsion type . Doors shall be balanced by helically wound , oil tempered torsion springs . Spring assembly shall be contained on continuous steel shaft , retained in ball bearing brackets . Lift cables shall be galvanized , aircraft quality , with a substantial safety factor. 8 . 6-5 Miscellaneous hardware components , except castings , springs , spring shaft and cable drum , shall be zinc or cadmium plated . 8 . 6-6 Track shall be heavy gauge galvanized steel . Vertical track shall be taper mounted to provide a wedge type closing acting . Vertical track to be attached to steel jambs with continuous reverse 14 gauge galvanized steel angle . Horizontal track to be reinforced with galvanized steel angle . 8 . 6-7 Corner lift brackets shall be provided , engineered for size and weight of door . 8 . 6-8 Lock shall be an inside only end stile lock . 8 . 6-9 Engineered reinforcing shall be provided according to standard engineering practices . 8 « 6-10 Doors must be sold and installed by authorized door distributor with workmanship and material guaranteed for one year. 9 . 0 FINISHES 9 . 1 Gypsum Drywall 9 . 1-1 Materials : " thick gypsum board , butt edge in long length to minimize joints . Provide W/R type board at toilet rooms , and test tank room . 9 . 1.-2 Fasteners : Per nailing schedule 9 . 1-3 Joint Treatment: Perf-A-Tape joint system , 9 . 2 Pref.inished Mai.nscot Panels Install where indicated - Material equal. to Masonite "Roya stile " panels; 1/8 " thick , pre-finished tile-scored or plain sheets in color as selected by owner. Install complete with matching metal. trim pieces . Panels mastic applied ovar gypsum board wall . ! 1I1I11 1 Jill 11111111 NOTE : I F THIS MICROFILMED `� --_ - 2 3 4 a C 7 8 9 io 1 1 i2 DRAWING IS LESS CLEAR 'MAN i THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 62 92 LZ 92 SZ bZ EZ Zz 12 OZ 61 �- BI LI 91 SI bl EI ZI 11 QI 6 9 1 9 5 b F ZAY �►II IIIII�� iiiiliiii i�iil��i��I�ii��1111,�11;�111�114113�N�4.l�ll�t�1111�.filElul�.!!!��.A�.��.ilt�i111��)��tu��III�I11111111101.11II11Rt�II1L�11.L.ItIN�11�1�1111111ufllll�lll�itllJ�llll�lill�l�llfll11�1�#1111111.111�11f �IUW1�111�ll�tlLl�l.Il.l�Ilil�lW�llt1 1990 221 low I i -.- .. .mr..... .-- .y.y�. .. -.. .i«•"> -- .,. w.. .....,..._.... ,.�. `.�.t:,v:_. _._u......+wly.u;yYYw u-NL :. .....,...— - ....,^^..++wwra -,...a.k.... :.. suuel�►_...,-..,,,a,_ ir_r SLw.A _ r -'•1M4q,j°!a. t=°,<",,: . •' - :OML `-�"rrS ...,,. ua..w«�.. . _ r!� � '✓iY��',�' i p` ,;'"4.e3?'1 4w;uK:;P ,.:7JKG''�4;aU�'s M , i a;l',,,;a .<.xryf'd` 7.Kf.!""r4ruv,�4 f, } $ 9 . 0 (Cont) 9 . 3 Painting 9 . 3-1 Number of coats specified is considered minimum . Contractor shall apply materials in sufficient quantity to properly cover the surfaces and obtain a first class finished surface . 9 . 3-2 Application-Project all work of other trades . Work damages as a result of this Contractor shall be repaired at this Contractor' s expense to the satisfaction of the owner. Finish hardware shall be removed or covered during all painting operations . Before beginning any work , inspect all surfaces to be painted to assure a first-class finish . Notify owner if any surfaces should be corrected before beginning work . Absence of such notice will be construed as acceptance of surfaces and later claims of defects will not be accepted by owner. Clean and prepare all surfaces as recommended by paint manu- facturer . anu- facturer . All floors shall be broom clean before application of finish materials 9 . 3-3 Painting Schedule a . Exterior Galvanized Metal 1st coat - Metal Primer 2nd 7oat ' - Trim Paint 3r(. `" '),At - Trim Pain (if required) b . Interior ferrous metal surfaces , wood doors , trim , base and toilet Gypsum board: 1st coat - Enamel Undercoater 2nd coat - Enamel Undercoater and "Egg-Shell " - Enamel in equal parts 3rd coat - r'qg-Shell (if required) c . Interior wood , doors , millwork , etc . (Stained Finish) 1st coat - Penetrating Stain-wiped 2nd coat - Sanding Sealer Flat d . Gypsum board: Office Area Only 1st coat - 1size and 2 texture tinted 2nd coat - Flat Latex Enamel - Base White e . Exterior Concrete Masonry Unite 1st coat - Masonry Block filler (50 S . F . /Gal . Coverage) 2nd coat - Masonry Block Filler (50 S . F ./Gal . Coverage) 3rd coat - Exterior Latex Enamel 4th coat - Exterior Latex Enamel All paint materials shall be applied in strict accordance with manufactures specifications . - y 1 ' is-o- -'f"'r4T. 4'•n.. '#. ""�V�+YWEYc�oJ/.:. .,.;', -.-..--.�- '_•...9iM.+.�-. .._..__..b,.+r^r+�nrY.-++..Mwd �• ,.. L,^'.Ally .K:. ei�i`r^t....i�.... .: _..�...,...�f..",+ .. ' '� ►"� 1 ' 1 � 1 �� 1 ' I�1 � I � 1 � 1 � 1 � � � �� 1 � �� 1 � 1111 � 111111 � I � I � If � i � fl� � t � 1 r� � � r �� f � 1 � i � � i � 1 � 111 � 1 � 111 � � I � I � II Ilflfjf fllli � i 111 iso ill � 1 � X11 11 � 11 , � 1 � � 1 � slrl tl � � 1 � � 1 � � fl I I � r � � � � I NOTE : IF THIS MICROFILMED - _ 2 3 14 5 6 7 8 9 1�0 11 12 w DRAW I IJG IS LESS CLEAR THAN THIS NOTICE . IT IS DUE TO i ' THE QUALITY OF THE ORIGINAL DRAWING 62 eZ LZ 9Z SZ VZ EZ ZZ IZ 0? 6t 81 LI 91 'a1 b1 C1 21 11 of v6 6 L 9 S 11? E Z I was." �PII�IIIrI�lI1�I�t1��I1i111�II��I1�u111111H111111111�11111111 �! 1 ilcl�ioll�lL1� ��1.i11It111�1_I!t� ill�jl�lll.lf�l.lJllJ�t1�111tlii11111 il11111111oilIIJI11IIIIJAI1.11.4111�111II � + i Y 2 2 990 A. J _!a!:I.M°kk `'y,..si+r�qy...w.+�......r...-..i........f...... .....r..r .q;yl�y, . .�._ .._....y.. ..u., .._.....- }�,. ' w�........ 0' 9 . 0 (Cont) 9 . 3 -4 Cleaning Upon completion the Painting Contractor shall reraove from the building all materials and debris created by him and leave his part of the work in a clean and finished condition acceptable to the owner Guarantee The Painting Contractor shall guarantee his work for a period of one year when using the materials as specified . If , for any reason , the Painting Contractor cannot guarantee his work using the materials specified , or because of the conditions of previous coatings , he shall bring it to the owners attention before starting any painting . This guarantee shall include protection from all moisture or water leaks in exterior walls . 10 . 0 SPECIALITIES 10 . 1 Toilet Acce s sorie s 10 . 1-1 Toilets a . Towel Dispenser - Miami-Carey #WR-306C b . Toilet Paper Holder - Miami -Carey #8012 c . L\Airror - Miami-Carey $#:1620 D . Treat Vent - NuTone Model #9605 10 . 1-2 Fastenings and mounting devices shall be of the most secure and durable nature possible consistent with commercial building quality in drywall partitions . 11 . 0 EQUIPMENT (NOT USED 12 . 0 FURNISHINGS 12 . 1 Carpet (Office Areas) The owner will make the color selection from samples furnished by the Carpet Supplier . 13 . 0 SPECIAL CONDITIONS (NOT USED) 14 . 0 CONVEYING SYSTEMS (NO'-=USED) 15 . 0 GENERAL MECHANICAL AND PLUMBING BY OTHE''S,` 16 . 0 ELECTRICAL WORK __( i OTHERS) 16 . 1 Distribution Panel Distribution panel shall be mounted on 3/,4 " thick f-'r plywood painted black , in(Side the repair shop . 1 I I l i t 1 1 11 I I T 1 � + 11 I 111 i 11 ! 1111111 III III I l i I I I 1 1 1 V I I I ! 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OE 62 82 12 9Z rz b2 EZ Z2 I2• 02 61 81 11 91 51 bl E1 21 11 01 6 6" L� 9 S b EI.. 2 1 ►11lnnlul �ullllnl�nulunlnul�Inll�nllulln1111nillulluulni111uIll114i111In111unIWI11111IuHln!1loolllllhIIIIII IIII III IjlIIIjIIdoollu11►rlllnulnululllunlullllUl�IIIII�IIIlllljll�wu�uu�uw�1�1111111u1111111ullllulllll�wllllllllnlllullWlllln g MAY 22i 1990 f _---_--.....w...... .._•..,..__ .�...,.�,.,_ ,._. . ,.,,.,.moi„ ;,w+� - r q�� ll if �..� :r _3 z�l •,�:� � ((--�� '��.. � 1, _.. , l q fill w ( Solt M4 nl Q 1 'Qi ►• w I 1 uj m j - { _ CCTZ) f , , IL oil 'jai N ��.: � _ 1� Z� • cr p2- \ / ELI] p a I 2. S"Tc.>�y��. o�'�� I �� y� ��(N pow �'�,�t�,��►� � _c ;�� N l.ltdvom F LO At) (.. _. G1PJ� (D 6 m y N 1 I A111 y '� l: til• >� _I !� I cn CIA 0° i_.i, t - ` F L. D C E , P L. A N �. f , r I IU. l _ '- I f \,714 N\f.Y►•�a I { ! 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L '.---I9-- IS----1 b EI-- Z E tHIIIIIIIII III IIIIIIIIIInllnuInlllu11�I11111111�I11f�1111�II11�UN�INIIIIJI�IIII�IIII�lllllllll�t�ll�l.fil�llll�ll!f�1U111111�1111�1tIIIlfIII1111I1I11�U1►�1111�I111�11111l111111IdIIII11111lIIIIlUII�IUI�11111lUWlWUl�111111I11UlIlUU1WIIll�IIU�l1lIW!l��lll�llll�milubm MAY 22 1990 .wo 16- t r i N r, r— ►LG EL FRf�M� 1E 1 m lV� �- _...._...___.. .__ - �.. - _.....__—.. __..._.._..._._..w._..........._.......� _.+-.-___rte._...__..._....—_-.�_. ..-._r,y ll.) L1J L.0 d. Q 0 —' ` � "s Il, % ctl � x 4'�a rJN EC�CsihC !�S 1Lu�„ L7 `- 1 M 0 `'I1 TI E �-_ i V � ' I N� tic :��F'A�k �.�. 17_ - II TT'�'►T � �Nw. '&.c�l�'� NF�t.�... �•�R't`, w•.TO� AG,� :�tFF 1C.�. m 1 Q- kE�� } w LL I _ METAL RI WCC C T V- -- fez G►y}�• Liv. ' 11 i i .ter ?x4 �C'•:KN'�1NCa �� 1TM- `%6:it-TV-L K7 CL Q�. � c I w •r U) rn W '' c J llinois 3 - C) — � LL It it If 2 � t4'� _.__.._._� �• ��.: _�' � --- -- q x 17 K��C£� � �,•--•-- STUKR�a'�- AS,z�A �1„�t7jZ � i 1 � I ti t _ _ _ ..._., --- - - - - -- - ... .. ..._..� rte{ -..�.._..�.....___••__•. N-�- 11 ,�►� �- 1 - 1 -D �. I 1 " 1 _ t I i 1 I I tt IF i -i l�/rio 1, O I '��- t 1'�V� 2�- I I'l10 Co�-2'�4� 2�- !l ii 2� �ifto _ I �. V___ ,r 5 ST I i 1' ��..� t ��' [[ t � (-PA I Nor 1?- rl I 4jKr tc. if .., 1� r: :0- ` M:tXY� pp 711-7 ba I r '„ 'may` sr. .m.. ._ Y a+61..i •,;�i, l++kf+^.„ ..;?,l,.`u..ilT&i;t'A'•r4,/ - � IF+�'. - .._..— _......_.__ � _:-.w I 41 1 111111IIII IIIIIIIIIIIIn�111I111I111I111IIJill Ill Ill IIIIIIIIII{V III'Il'�III�IIIIIIIIIII1111111111111I{tIIIIIIIIIIIIIIIlI1111111IIIlIIIII111I1111111IIIIIIIIIIfIII111I111IIIlIIIIIIIlI111I111 2 3 4 5 6 7 8 9 10 1 1 12 NOTE: i F TH IS M ICRO F I LMED I .+. ...- .- -- -- --6 —.--_--- -- ----� DRAWING IS LESS CLFAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF TF£ ORIGINAL DRAWING. --- - -- ----- --- OE 6? 82 LZ 97 S2 02 EZ 22 1Z 02 61 BI Ll 91 S I 41 E I 21 11 01 6 �nl�nn111nlnnlunlnul�ul�nulln1�n1111111I111111111I11111u11I11U�lI�lI1lBL 9Sb E 6.11I1111IIIIIIW11011IIIIIIIIA1111I � zI1111IIIUIIIa'��r1Ii1w1N� MAY 22 1990 „. ,,,:.. ”. ;•<i'+ '.•_-•�- •;":. r1 _ r::.,. a. - can: _MS Mu.'. n:'Rilll cea' el -Reu,Ataelm xC .P- S! ,.. ... ..:a. ,.. •+r'. ••• __... ...., ... .-t,.,...-r.• ,.+.r�.� aLFeggo,.o -•er**f' �IIW �! ... .aa .. - '. .. .. .. .:.: .I. ,. .....__. ._ ,...._ .... .. ,,.' ..............' a ..:..:. ,. ..;. s' 4r •..w. .^ic. .sl. .,ean. :#,!':..M .,#+k-1->'. T151C. ,ilt` ^'Y7WW�.es. ,. .ti�+^"yLSMMr`M•!f�"'."`i� .,"'!" "..',:'M^F „! - n'T' _ :,re°Mt�a°'. 'dew+e ., ... - .:. 4 � -,.. � ,. .,.. ... Wr,. ,.•, �. .. .. .., .. .,,. <. :.. ;:.' .. ,. . s . ,. :knw: .,dv "k r '� `!d,! ..'art" ,,,,�.,y� eR►.M`�"" ^""f'�'++. � _ +Mvf',. .. - .....:: -.,"i' .. .. �_Yk,u:x ,.. - :.n: r,i T - 'f, (.. ... I t.. ..,x .. R*/Sm, ,b. r r ¢ .,.•r ,r _ .. . - ., - ^TM!'!! - . .- �'. � `� �"'�., ��?r!"� f .. re .. ^ti�p�,rj e ,..,..;.� ��, � .� _ �'•IMvNIr �`�"�'` 1�M�A�k��' �•" �r,,arr } J �'rS� & '�'I' fSv;, �' : '1r a► 11'S9'S4iRY,':�KiF.CA�Ji',1'r;�' ME TA ( (SOF 4 Nz 4 Ari, -7 I 3/4 A 3 0`7 TYt-� (I NL °Q 1 �[ Q < O O O r ir'j I J I:L I G CL < ZA r �. LL) 0 z v� i ti I —� ODU u4E N fl v, ! ._._..____. _.�..•,r•-... _w..—. .....� _.._..._... 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OE 6Z 82 L2 92 SZ tit E2 22 12 02 61 81 LI 91 91 b 5 b l El 21 11 01 6 9 L 9 E 2 I ,----I- I-- 1 a�riraa �mluulunll:ulun�cnlluu�nulcn�lu111n11lnalunlu11111u�utllulI1114bJNI1u)IIIUII,�I�1111IIUIluJIlul�1►IJIl1r11:!��Ilf!II/1f�hlltliJltllln�lilllllulllUhlldlnllll�lllllllU;X1111hwa.ww1.111111�11illlwulll�ll�Wl,Ilu�Uu�llll�llStU�IlU11UlIIWlm1 �i 1:2 t MAY 2" 2 1990 ,.. .. _ .,� � .., ^r ,�a;•:. �, ,� � ••�,ac+u, � :!C�� ,fls!�- • . $ "'�R�^r��tse.*��+nrv^t ,��mx,m�+s+�y!.'��nm+>�.�+'�aemnr_...�,�.xwal.m�xr.aw.raar�,ow�wrf«,�aa�Mr�AM�!w�'M� ^ 'moi .° - ,,, NA I 1 c W,.: irld9'"9 to Wlt. too nail each ei,d �•Ad ►y Sola plate to joist or block lnq. face net' lid at 16" o,c . , . Cvak FRAME A� Tse Platt to stud, end net) R Stud to sole•plote, too nail 2- 16d `�.�•� �•t* ,+� a Mr-4 BY h.Ati1lNEQR Doubled studs loco nail »4-6d �E 1"14 - L ►.�TiFEUT}c.G Doubled tap cos. as nail 16d at t` o•c . - ._ 1'_5 FI"i-31 IdpOt.i GrS� G Top plaits. lops ar,d intersections face nail at 16" al>Ra • �r° � t - `s/q ,� 4 �� Fly Continuous header two pieces 16d et 16"2o=t aim► G Calling Joists to plate. toe nail y cart, cd� _:. � � � - - - •r: --�_._.�.. � f _ --- c�v>�.PCN�.A© COntlnupus Atatler to stud tt�e Halt I 3-8d c�•X- h! I ,lf.^�k: � F2C�G+r/l �PrA�f R F-LOO �5pS _ �- �, _. ____. (NAl TRIM AI:SUvf�. _._- _�_`'` C.�c`;G.EAlIr,p Cai11n4 �otsts, lrps sysrr �partttions I 4-9d o, •- --- ..._._ _._ .. -_- _ N�3R•TN E� �T M P. S c.�v >js;• ati 1 tnd is 3 parol . acecne t l t 16d Ir •E � i . --. .. F6op ra f ttrs _ .. .. _. _ .. ....:�:�... I 3/i�R Rar P1 too �ai11 --- .. . � R..ft to ate, t � 3-lt►c1 r ----- ___ 101 STEEL .T E F_L ST E E L GYP43P - _ tr r� I _ W _ . _ _ -• ___ - _-_- _--_.._____ ._..____ TEN,h'Ef�E�� y►,r Z r I ,INL,1;�S 1 Grata to eacht •nd Piata. iaC! nail -Ad W uJ W Rti.S _ GZR ..Qt-IC . WOOS F av �f b G�YP'1 p z ,i P15 _---1r� lea' - �� t_ S� CT's. Kul •up corner __ lfd it 4 2-ad T -. _ ___ _ n.oa.rts,� Ru6t3 -Ca' 4P%1 P1BP WATZ .sT - steads ? . '�'' i O'i'I► NG. Vv DOD 11 d N It II I} y N ` F? 81a __� _ ..-- _.._ . u,c . Q Q Q E _ l _ N - - - I! _ It _�� i► tIIl �� " s Yt3Head, 4 CGCJ6sun will board' to fraw,r�St ZANK R 104 PUSN� 11 ar 11/4. 9 S"T(. PU� MALDW _XRE. o/c d diamond point RE �F� _.._. . - - SN©�' N '5711CItl. 'S►TIiE dal. y a�a!`r PG► STEL _ I� r I _ i bZ co 0 11 z Qrn H A P V4 A% Dw�E O (.) C� TYPIC MPcT�twi �E SET Ft. E M �. K, 'S -- - -- _ N�ATEW .i. ICY fi>P•FR. y4 L.AC.T, DBL, NCT LAZH'5&' IG�.t L NtJt�1�f:-R --" 3L 7••-U a__- 11-1-11FAW" ALU : � ._. M ALUM 71-0"k, ALUM � �� "`'•"�••••• --i • _ _ I 1=M r��F�E.P l��a�� 1N iaDyFS t•N i .N.DCOR S-T eEx- s l.EE L log-Q 441 _B -7-01 ALUM i�� __ k M ET A G'1Z g.� rii QM rT ES ! a 2� l ,� {lie �• _ _. ICo-L� I -d c.. NC�OS� 11 _11 IZLC�s DET' � ----_.____ .__.- _ _. 8_ _�.__._.-- - ___--- _ 1. Pitt room tlor�rs shall have rt+ smooth • ., � �, _ - ends upward onto the w>,lls at 1 c. h'�a1r1 nonabsorbent, surtaco whielt clooet com¢Lnrtments and walls with7ne2 feet OC a>theWfrdintwandi8l'tater N 1 Ou IZ _ Z` _ OH ll Ii 12- 4" DET -' � J � v �_ M l fytt~. TAC_ CK ��,cL7 f urinals shrill des I(o D 17 L0 M 7 ___ a be slm _larl c _ 2., R'k II Il IZ—Q 1— l.� 14 iahlE..l. JA1.� ?• ;xcevt for t"i�laih Co a nelght of 4 fe �� Y ea+t _ 'T - 3 O -i -C� i q - -F3 _ ST. L_ ST •L. "�-� ab A�uhn - -- - _ - ._ __.___�____ _.� _..._ . -- Pace 20 incises in width . .� Piping. a Clear unobstroct�td d 0 / o and wawa t o �a t c Q _ � a p the prv,�ection oP b w s • ! • 1 shsil be provided undo Z inches !n height and 1�: inches in depth CL" f l r at least one lavatory. '" C04 E' 3 3 dottom of at least one mirror to be k0 inches maxxianuaa move flenr. I�---------•9- - a"�la -3 �4l 13 at �. W,^OC7 WC �1:� �-Ess/'� _ ": __._. _. _ • _ So t_ C.c. j?,WE _�__ _. - 4. Aeartrooma shall be ro, ide with a mec anic -- 1 _ -.__.._.___ - • 5 SO LD C.U'i�,E 595tte .oCon Connected toplight switch capable of llY operated pe it ted exhaue z cn very 45 ml 1. complete II a a 'I _� utsY4e Air a The system a;hnll be vents C � I l an At the Iooi t of d d to. the �_ G.;.E3 ! gI take. UY/ ' ._ t.3 .... vvCx�t re'X1 1 _."' (v - �lc�L.�-c7W CYCLE I rOG AIMY opanA le wfnwow, �aor orl�ech icA�AAjrb at at 5 feet E5 VVOOD '_01-_1...4 W CO2Fs � W } m I �-'__.___ � "'ley l�a E __.. �`lYe7pD Yv`G�1� r'i_^B?l/1b -` � _._._-. � T____'" �OL.I.O_.__--___...__.._.._._.__•-__--__..._..__..__ _.. .__ 1I P � � - ._. . 3/e} G Wfoo C� Woo D2-F- I,•N �N4 D W'GapD R,�;G�OU s - •- • _.._. i " p'v -- CA an w G 3 fig. 4 II i, - '• (.� ': m •� I �_.✓ cr�" a+ 1 r W©VL/' tV00� jj.• / _ . '+N 0 D i�W�OG I.> (c,-a*-�6 � • S �{Ol�LC3W G,ORF « � I � � M Lv- a71i F � A M F_ ��, D� MMI - - 14L- P47. �I GT N I.Elu�-rT TN 1c_.K tip►;taw . ►cr ora r+�. I a 7 M q ,l 1---- a N -.:a4�1.. PLT � � I I I I } - I-_•..�-.... _ I I �'E•S • ....._._._ � �_ _.�..�— r•_i='�..V�.w�'1 Ph1�.1. L` ,4 II 11 I I I I YE s .�.•-�._._ __ ____ __._t__ _._r......_.�___._________._._____...__ _ rl�-�L�• C,7e.;,�s�, k •.-c �. 1� YES • _._ _ ______ _ .,._.__.__.__ •--- _�.__.._ ___�__._______.._.____ _-_______. 'YES • NO q 4-0' 3'-J' 1. 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GOIV ' .�NU Y A�i S � ASS 4 C/�1 T ES ;T. <.,' ,.�►'''� L KE OSWNGO , " ., '- HtL•:'.iol`.•P1•E:licL.y :4 �, �'I,y� N �,.y�Ir ti P It. NAL eND C, J ,,.�93/S �'O r� i/r�.� --• } �G 1 '°` ZY pe ol 7. • > 4. : 'I, • ANDRLW J. PARIS JR. �` �* ��r«� i ��t f•,,l�'+�.d�,.r � ' �`rs. ��jl ov rr$ ~M! !y AP+� "�+""�.•�+� , ' �,'� 4*0�e r •+ 01±4 " ►� `�',' � y•irTy r '«s•.v •,. ' .r • � - dt y'P f t- y 4.},�' � �� ,p, 'Y � • ''�° .. „ +� '�', yht y t M ,t,- .R 'F �' `. •' �P'.,4�.. !I{{ .r, `,i, yF+ �.,;�j!' A r. y 1 • a a , + " .,,�: ,._ d,.1` +CM �.. �• �6..-1�'' .: i . •'r1:,R', .- ,* t - y t,. '.r '11"'R �'a �,�''b � o�� ..�� Y'1f.' ,,�:'•.E" ?�j.fel �I': ��I +'., .r .,. �K' ..{1 y, 1 ., .._>. •..or.'Ic•uM.a.,,>s,l.. r ... - ' „ _, :. „v,Y^-. .tM+MdiM� h '.k,1..,e-...,....-. 1.� MN,.....•.m.r 't„rn,:l:.x,nRa,A. - - .., • , t .. ., 1 .. ,. w..w. ,: �rl��' "'•. ,. X,. .e, . ....,.f'« ... .� e.lxr., ..,::I.ix�.�r . .. .s, _ • ....r , „ ...... .. M+v .. ,..... ...... .. .. - ."T1P I I I .) 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I .:::..._._._... � �+ ' : M , I IQ II NOTE: IF THIS MICROFILMED ► _ mak,,,-,,,r,_r•r,-,s,_2 3 4 5 6 7 8 9 12 DRAWING IS LESS CLEAR THAN - -� ' ---"� THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAW ING. 0C 62 82 L2 92 S2 b2 E2 72 12 02 61 91 LI 91 1 bl EI 21 II 01 6 9 L{ 9 I'' IS- b E 2 1 �n1IIn1In11Iuulnnllullnnlnullnllnulll11II11111111I111111I11I111111U1I111l�IUIIIIIIIIIIIIuUIIIIIIIIIIIII!IINIIIIIIIIIIIIIIIIIIIIIIIII;IIIIII�)II!IIIIIIIIIIIIIIIIIIIIIItIlIII11IIIIlII111I;1f�I�ulll►LIilI�I,�I11111ll11111�1t�ulllllll�Illlllllllilll�llllllli��lIII11IIW�ll11 MAY1 1990 1.. k I'F 1r 4{, 1'. ► , , �:,;fu - I .� t• r '�r�l`'; � n r� 71'' 4 I f -♦a - I I ! 1 : Crit:. -tet 1- „ I 111,. 1r :1.91, 0II (D 11 Q w w a rt I f i. n1. .tw :wlt• Ic „lal it •1 ' `.'ll 1 -..11- I -r` . ��. .. _y��t.✓ ` _ I / / L. 11:110.,.11 dl•'.• I,t,I .,I . . .. . . . ... r' 11.1,1. . . . . . . . . . . . Ilk 111 I , t i't ' . • ' I A41. it kK L- ituvu t0JI .. . 1 1 0111. a'l•.l i 111,1144 I iH: 1-1,1 l it i l 'i VI ,1111to! 1:1 -t Ili! It ' ��..1' rlJ � I 1 I . . 1111 ulat.:t lal to ,,'1111..1:.1 of d trl•1.' ,i1a1u11 ,,j..1lu.lal .acltl`LAd. . 1''.;tl!o ! 111 , 1 1 .•! 1'� _t ;(^ ' I 1n.t. to 1!xt l.ca; 1, an,l kvlll ,n,.'t Lu 10 1.I:,r l.0,1 ,r�,:;ll f,t under.' funr.tnl M Cull 1,1 I I tS, L' I r I 1 I li 1'111!; rlt I �, to wanl !.A it'1'1, untili pavta.A AtI-,v, .t 1 ! 1,-i la, 1..t..1 :•1-- t- T'! ..1 ✓\,'l _ �+ I n ' .i. ;,1 Y,•r 1 1• , 1 i , •1" 1'riviltmt t'`,,�k r 1 .1" 1 t fill ulaturlal jolt-• x1,1, 1 , I �' rlll� !�`,n P ;�•,In 1 1t.ltt 1, Ot ,.L,nt :1411.1 11111 rllal1111.rI . !'UUhl1A`I'1UHo 1'+e51y11 111111 I z,t l I 1 A V'. . I ! 1• Al-1 fltLlt 111js to lr .1 I ,111 it it w. 11 I ,11 Ir 11LI , i 111111, 1 11 l�-`•�. ti,lttl yr4do. , -'f 1 11ru ..,,111,1 11 11,., ill 11.1 'ul.ltll 'IHKT i/t.,lF_•�.', i,;T:'{�'�� ! el,cuuntcred Ili ! ,. I, uu nu is cay.lt. I., . 1 , j: t % I �ur.: ft,l rt III � Chan! till. 1`01:. 111`1 r>: 1.' 1' 1 1 1 1:,It,•11,,1 I,y haull. l I� I 1 t j 1 ,//r 1 shLHl••_I L � 1. M41111AUM tCt!`:ttL11 I I .I 1.'11 I .11 1 1 111;,1,1 COIIttlllt tea ib' `e S141:t.' r 1 I ',1,11 11.11 ri l.l' ,- 1, ba1'l.ti. kl.lx lG' ti `,i•' L. I'laL•t. 4nd cure All nil t !1 1µe1 eV , , ,11.1 t..,11.•.,IC Ut4, {. Pr uviuu cuntrul fu11,1 1.: `1xLK Utl ,Iralnr at ,'-11" O.G. 11"Wil way Ill'iXlmum .1110 }i ot11urwrav :,uuwll ulr 11,1• V ' r li- 1 1. All Cu 111C4r1'111,1 1rLUI'l "'� .u"i '.Ulal l„I Ill I,u Il-F,1'., �1Yat11• 411, 1,11 L.1/H Ml. aU,1 Idt IT 9 CO t1ratIv 11,'. Wuld1.,I Wirt' I"'Ii,i Irl L,I� A-It1',.!j .:. Place all raiutorc•11,y I1rr A. 1 cudws nod tftanlY,url•I. 1 Y I • � J. l.ah all curlLiUUUUt9 Larh 511 ulattltlttlr[I rulnimWU ur ' _ '" - ri,�lu:veer• I', yrclAtEtr. rIf N lr x ' 4. k-ruvidal .''-.1” corner baro to mdtcli nortzontal 11 1,'-1 1r: foundation wal 1. i dt � L 811. carnerr; and inte,rrtec duns. ' STkUCTUML & MISCL;LLANwUUS 511 LL llettailil.y, fahzivatlon anl.l�uroction Lrhail conform tq the 5t/ee1 c'onlytructiuu Mal,ual 2 o f A I S, tlltltr A //� 2. All stuUl to ut: Ase, except as notou. W U ._ {. 11 w ld to be laade by I,urttfie,f Wr.ld,:rs ill Ak.':, 't,111,larur+ with k:60XX or v7ou wo ' A u a W) 0 elccttudea, W I Bnitrl to be A31;'7, 1-ruvldc, standard 1,14tu wdshl°Cts ual,i[rr all bolt hcrxda and nuts � u in contact with wood. /I•.'• 1'i l l,!, I.AH!,. ';. 'oar IA 940 All structural tuLillg LO be ASTM A":L.I+r Gradu 0 fly " 46 kai. ® � � MILL* Do not ovorei:•e drilled or puncileu holes, with bursting torr.h. 3 (0 • ```-• Mlt WAUKI■ Jc - M�AVAKTON 1. All luml,tir sP•'.Iciel. at.() Ilra,:os to uu as follows: a. Joilsts, Ceattls v. : 11,.•n.rb.. ... .. ............. .Louellau fir q? J� b" num. beams w,a .: 1 1,lyurs and Ix,st........... .Uotiglad kir wl W b. !lucks, Clucking, ill I.yiny ar111 misc.. ............Douglas I'ir or Llt•m I'Ir N I Q _��_�� _ _ 1 �r ,1oAAo g b•w C. studs, 2 x a...................... ..... .........Douglas 1'I, t+: } t d CLACK AMA■ u. Sills, &I.ee rs, J "" •� - - r _ r' ,� / ( pc N1aur1; x1111 Ilalllny Cloc:kw Xl r`. $"'. emLedded in cuncreate ............ ................F'reaeure treatt•ri Douglas I Ir Y ryrr PRo�EC :••' �' "� All joists or "&as framing into (Clot bearing on) beams, headers, or yirdurs shall 1 be support witll "U" type "sirrpaolr" or equal joint or boam hangers. TUALATIN \ o Ao• oN■ 3. Crostsl.,ridge bolir ;IOWn Julat at ,tenter bean. VJ N �I} L�(�111•' ` 1 ��r W\�, 4. Glued laminated uuams to be lalaluated from Douglas Fir or I.arch, per AITC CITY TYoN sp"ifications 411,.1 certification. fl: " :'4vi psi. J ,o Truss joist to be installed complete with all accessories per manufacturer's aNvaL■ wewT« specifl��ions. All truss joist to be delivered in lengths and depths as atlow;t on drawings. -..,�` LALTAL SIDING FLOOR PLAN & SITE PLAN `-- V I C I N I TY MAP 1. Meal aiding and roofing panel% to matl:n existing Panel profilt! art(.] color and be r^ 2b ga. min. thickness. VJ 2. Fasteners to be U1: (11.216 min. dia.) x 1-1/2" long, tex screw:; w/neoprene washers. W 1'- • H,'l �" Color to match siuinq. L NL�SAL J f �I�-� (LI�� ; Spacinyc Horizontal: Walls 6 sof 6" L4_1 T_ Z ( %'amu (`-'I� I IirV t 7 .�GT Vertical- Walls 48" o.c. max. O w HT`f i r'�C� v"✓f-'1LL T') �'C^1-1 x,41 h,1 / hoof 30" O.C. max. z 1 Hc- v`vAt � T6' ' �� IN1 I/q .� ~1'�i , N,W �.�}•• ,� HE-:v\,/ W6C/v F=K/4-IV, V/n,L L , 2 , T2�� I`✓V, W I�1 0 �. ._ _, _. ._ ��=�u r�r.,�a�rl�'.•r-.� (�I7`�( G�I�. �I�..�/�,�'�/ YVf�`��1 i�rT�.�'�{ -_11L _.. w::,u EA1. oto : I ��II M I r-,, -r lirx,i Psr, ��,ti;�' , 0 1 K /� x --T1 I ICI ' ' - _ ' j j YPAFY T�iirt � ',:`- W/ciW1�1 . ! 1,�I"'A f"1 t L ti l.7/`.h,J - ___" ,..-- - _--.___-_.._ .._-..�..- I I I 1 1'I r 1 f ��r '� , E.• LCT �r _ — _.._ ) �,LIt . 1 dik IT >I-lt: . X dll'-a �I<5-xr,- ICTAL - ---_. _ - + t •-:r:r- 'T F+nP N� •lfli _6r I rr a W 1 1 -){ I.✓✓'� JtJl :1.' �. '1�.r.l,r ./ �!, E16.til,.r\D rF11�•. Fr yah �r1 Gr�IL �r '} :N H r Sll1� 4 �:G 5/s}• -Cn �' �F::_ 1'1 'U ,k: I r�T 1 I ' TJ I , 1� ;'xi'I r'1::' `~ .I• ` `' ----,�--'t.�- I'�o , ,.� L ..J I It 1 Ii��r•..�- I �f f✓�1 :a; !, , J . 1 �1 a. I 1 ,1 , ,_.,. �.. �► . , W �) % ,� �"?. 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I _ f. 1 o CPrJ j'11'1i' , Ga.' � '� I: 1J 4 �. ,,• r K 1 I I G. ♦ ; t r+ 11 ✓ I 1-r t t' t�t� l�•-; W , N a ,Mfr+ __ - 'A1#■1"r7� I �' V p ., I ' '. j' t - '1 I I' t- „ � 11.1.11•L_t!.,wli(� /. ��! !/ .401. l ._. .� li ,',Il t. r r 1�Ii�t /a.ai j• � � }sh s M � I _ a v _ _- -_ _ � r It L�_ 1 `'� T �'' 1. \' �' ` SECTION I N A L ,) rr )l�r t.` r�il'�';: '��f..! r I X c'� 1 �s-�� I 'r t I t n.. i ~ I 4 I r - C I �-f I �' ` A' I: ' ` �rV� TE'• !' r=T!'� !.'._ f` -:�L.x lei' ��'~_ K.1 �'° __ L.;._, � a Q r , All' " M c::� .)'. 1{F(� t I ' 1_if !' i_ . 5 I`.�.. I ! !I ..1✓JI1 Z Z y �YJ T I M v E' I.I I L t✓11'..1_-, f r,l_��n r .a b IJ _1 1, 1"44 UJ I _ 1 _._-. 1f 1 .�` _. l �l I °° �7 .elf , I 1 2 Pll(.1.. tiial6t[f r:r' I (� I�IL C II 1(I� II r liC'h UL (" - II X111 I,. 1 UATE .:..rlMr..�.•---.....-•r«.-+. ,rte..... ! _... - C A .,._.....•�.-..r-...-.-...._... _.,...rr_».......-...._...•._.. +«......-....._........._ .+...++.w-+...•+._......K..�-... _r.. - _ L[ Pct. _. :C' -. • ,.y r-, �ww.�.......,. --- Y -Ia rter, APPMOVEID FOR CONSTOUCTION - / fir' _ CITY OF TIGARD' ora A N , r PEf:MI i NO. S"Z�SITE ADDRESS _��d c1 G, A J r ! r r I WEST ELEVATION � �_ ►��r.1' IL..G: . �:�, .�:...�,,IN SOUTH ELEVATION � � - J 7 9Y, • � � 1 , IYi of l"TI n „r 1^^1'11 CIt A"►"INI ��'-'_• ..__ ....._ _J tt11l1taaa� R ' pw.:. . r a OMNI 111 III III 111 III 111 111 I 1111 111 111 P 1111 III III III III III III I 1111 III III I 1111 III III I I III III III I I I I I I I`I 1IL11Jw III l u I I I1� III IIIIIII III III 111 I I � � Iii I � I♦/I'� NOTE: If THI` M,LEAR 'HAN _ ✓�-_-- !-fib 11� 1f1 ri ORAWIF[; 1S LES; CLF AR THAN - _ - — � r THIS NOTICE, IT IS DOE 10 _ THE QUALITY OF T,f ORISINAL � DRAWT_ INS. Illllllli�llli Illl�llil illlllli IIII�IiII illllllii Ilil,llll lilllllll lillllilllliulll I IIII,IIII illlllllilillllllll iIIIIIIII lilllllu/iIIIIIH a�llllti'm llll►lilllllli illllllil IIIIIIIII IIII�!'il lillllillllilllllll lilllllllllil�lilll IIII�IIII IIII�IIII Illlillll IIII II! JUNE 26 , 1990 --^.y.i«r.....„y.N'•pr'r.rvlr",mI1/.II1 !�r".,raFm.a,ae,.+. ossa.mrnMare.w".Irwrrgn..r,+..nr,.,_...,....._._..,r•w.ns......n...w.r........ ' - OIL- . .� � • _. __.-- 9r1�."lu..,YA¢'J4....JYa's.':_._.-:n.:,::W:Yi,IIP � ".�.r++•wY� f'! "I T. it 7 i , I I I 26 GA. sALV. S.rl GUTTE12 -` l l ( 7 F GeADE r------ -- FeONT 12/0 x 10/0 0'41:) DQ. 5;'8" P,,w SIDIN6 - 2x8 FASCIA -�— i x 4 TPI_ -----_-- —. —__.--_--- �l—.� , ._,. ��.�_ �,._ M BD 1-77- I T-1 F-71 F l _ I IFto 10/0 x to/o o'HD De. --� ENO 5/8° P/W 510lN6 ELEVATlONS 3L- 2- G " C " I 2E 6A-/G ALV5.M. 6UTTE12 --. — �- 1x4 TPIM FiD GRADE 4 FRONT 9/0 x 7/0 O'Ho DP. -, s/e" P/w 51o1ns 2x8 FASO I A Ix4 TPIM BD GQADE z - -— - 11 ' ' . . , lz 5/6' P/W 5101 NG i END 1/ S" -0 03E �' T CO QAJ PUNS C3Y DESIGN SE2V l CE JOB AREA DUILDIfIG TiGAPD ELEVATIONS 02EGON p PLAN NUMBER SHEET NUMBER \ - BU214ELEV 11238' P C 381 A-1 53- , __ 1A .. .„`�j A r ._' ''� ,.� -».� _ _....,..... .,.....-..... „� ., - - _ _. _. ._ --- - - '- - �I...._..- — rrf w••�..u.�IMIrIAG. �r..riiM.•f�w....w • I •s.� pr � Ill Ill -lll Illlljl lli Ill I I Ill Ijl ijl ••►� 11II ill 1`I (j1 ��1 fj1 Ijl II1 1j1 1 + 1 1j1 1 1 II1 1j1 � I � L� 1 1jl SII 1j111 1 � � ! � I �I �! I I� I Ij1 ��.,j1II 1 ,,� � j1 1jijljl 1j1 111 �j�j) � s � ,� . NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN — -- ----- �— THIS NOTICE, IT i5 DUE TO THE QUALITY OF THE ORIGINAL 8 Z Z L ZDRAW ING. ++III Ii,I viZiil. Z�ilil�� iiiill lZil6I �iliiliiitZ lt 1IIIIi [IllllIIIIII11—t1 iIII6il�llllllflTlll�lll.Illl�,ill�ljllll9llllllliSiiIiliI iijliii�lii,iSii—iiliii� Ziillliiliiill,l�riMli 1 JUNE 26 1 0 09 .,r 1 i , 1 1 a i Y —=.j7-.�=_ --__-- – - — --_�= — ----- --_--- ------ ---- ------ .__. ———— -- --- -�c— l I I! I I I p II i 1 _ 2 8 — 24" c/c ROOF J 1 STS OVER o NOTE: 5/8" TYPE "X"GYP B INTERIOR AND li?" YP SHTG EXTEPIOr2 ON WALLS OF SLOGS 'A" t °B° ADJACENT p EACH OTHER 4x8 O.F. M2 HEADERi ONE HOUR CONST2U ION-- -- - - L - 9/0 x 7/0 O'HO 02. I I (TYPICAL) 1 I I I � I fs I I f � trp „ , „ , „ , „ , 1, , u , „ , ,� , 12 -0 12 -0 12 -0 12 -0 12 -0 -_ 12 -0 - l2 -0 - 12 -0. -- l2 -oto FU002 P - AN QUDGS " Al „ � „ 1/6" - 1 -D" ��' � 3D� T 2 NDALL CC FOUNDATION NOTES P[-ANS BY TYPICAL — AI.L [3UILD1NG5 GE NE1cAL_ NOTES rYPICAI - A`! aUILDINGS A //E DESIGN SE2VICE ALL CONC SHALL BE MIN. 2000 P.!: I. PROVIDE 1/2" CIA x 10" A.B. E`-C" c.'c EXCEPT A5 NOTED ALL HEADE25 A2E 4x8 1lEM FIR MZ J08 AREA DESIGN SOIL BEARING P12ESSUPE - 1500 P.S.F. FI-002 PLAN 4,800 50. FT, ALL P/W NAiLED W/ 10d Q G" c/c PANEL EDGES I2" c/c FIELD FXCEPT AS NOTED BLD65 °A" "B" PROVIDE 2x SOLID BLOCKING OVER ALL JOIST 5LIPPOQTS --- ,ALL WALLS FRAMED WITH " 2x4 - 24 r, 'c STJDS PLAN NUMBER SHEET NUMBER OU12NHAMA 112387 QC 361 A-2 .ua'r•JWe.._,;.w .. .. ':� .� ,.M•` ):, L; . 'IT � � � � � • - ,. .. �- «.... _ ... , ,._ .`---�-�.�,t wa..nYr�rM •,�.r-v .. .... ,. .._..._..-� ......•r. __.. v ,�+� .. , .oath . 1 ' ^'• � fit. " � ` �. , 1 1 X 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ► I I -I' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1111 iii � l � ilii � li5 DRAWING NOTE: JF THIS MICROFILMED LEA TAN -- �� _��` DRAWING 1S LESS CLEAR THAN THIS NO1 ICE, IT IS DUE TO T--_ Ab THE QUALITY OF THE ORIGINAL — - - — --- —_ — �-s--- - --- ---.1--DRAWING. Z 1 �Z Z LZ Z 4Z Z Z Z IL Z 8i T LT6T i [ I T — 8 1 B L 8 F t „ ,. i i i I�Ii, III 1 ' r IIII uull�llill�lll�ll llllllll� �Ilii�ll! ��II�� II�� 1�11.11�1 IIIIIIIII �IIIIIIII IIIIIIIII NIIlI111 ,, .,J,ll III111111 Illill IIIA _.� Im IIII III�IIII�II►�III��I IIIIlI111 IIII�IIII I�IIIIiII 1111 1111!1!,1 IIIIIIIII IIIIIII.I IIII II ,. JUNE 2 6 1990 aar..,....,. „ ., - .n, ,, r 1 F 7� 1 "}IC 3 I � O I t p I I � I 2 x 12 - 24" c/c ROOF JOISTS OVER i - I o I I ' I ' o ul 3 v I al e O O al to i Q I a cr fU I fU u w 7 / cv p i (U O pl } N II Z20' x 47' BAY ` CD (TYPICAL) / I � = I I 1i1--12/0 x 30/0 BAYS' ( o (TYPICAL) I iU 01 4x8 D F N2 HE DEQ ' p 12/0 x 10/0 0'HO OR. I I I (TYPICAL) 20' 0" 20 -0' 20'-0" 20'-0" 20'-0" 20'-0" 0 2 ' 0" 90' O.. - - --------- - — — ---- ._ -- - - --- - — - - - -_ - --- --- -------- ----- - - -- _ ._ _ .170'--0-" FL002 PLAN C I_ DG " C " 2C5E27 2ANDALL CC NOTE: PLANS DY SEE GENEQAL NOTE:a ON Bl.OG "A" A /,/ E C-1 E S I GN S E rK� � J I CE JOB ARV EA F1.AQQ PLAN - 520 SQ. FT. BLDG "C" 8,460 SQ. FT. I- PLAN NUMBER SHEET NUMBER BLIQNNAMC 112387 2C 361 A-3 /,'., �'. 1te,�• eaW'• `^R!�!►..11w..,.:.�W'"w':-f ry�" r,' a. '� .�%�wP`--+w.rag7N'n y WR E---L i�I � 1 Il � ,� lbNOTE: IF THIS MICROFILMED __ _ _ _1_ DRAWING IS LESS CLEAR THAN THIS NGT 1"E, IT IS DUE TO _ —_ �. _ --- — -- --- —T— T-- -- --- - _- i------ - .. THE QIJAL ITY OF THE ORIGINAL — - Z I 8 9 t S - Z lif M ;ter DRAWING, S Z Z LZ Z SiZ Z T ' ,,,i1 1 I I ' I I �rII �� IIIIIIIII III.lIIII �IIIIIIIIIIIIIIIIII IIIIIIIIIIIIII(IIII IIIlllli : �IIIII �� IIIIlIII11�IIIIIIII IIIIlI�III►F ,),IIIlfllllll I��llu IIIIIt SIII� �II� Illlllll►�II Iol IIIIIIII IIIIIIIIIIIIIIIIIII III�II�►IIIII�II�II IIIIlI�II IIIIIIIII (III{�� III�Iilll.l II � I N 1 9 d 9 M y • i / S uarwt++ne�"�weIIMC,r+.int. -+�11laMY�NYh,'' r.�.._...,r��•- �/...•.'"J�G"-,.. _ I -,.. 'r. 1 .__-_ - ,. tea.. �.. •,�%1C""�.µ 1 s� 4. I r 47 -0 BLDG C lo 3 PLY - CLASS "B" bill—IT UP ROOFING ON lit" P/W 20OF SHEATHIN6 au 12" SLOPE - 26 GA. GALV S.M. GUTTE2 5:'8" P,'W SIDING 4 x 8 HEADED OVE2 2 x 4 - 24" c/c STUDS ' 2 x 12 - 24" c/c 20OF JOISTS - �2 x 6 JAMB 2 x 4 - 24" c/c STUDS cn 1/2" P/W SHEATHINGaj = u NAILED W/ 8d ® 6" c/c PANEL EDGES _ b 01 n !t 12" c/c. FIELD _ o cn 4" CONC. FL2 SLAB ON 6 MIL = POLY ON 4" SAND 02 GP-AVEL FILL 2,c4 P2ESS. 72TO. iP W/ 112" x `0" A.B. 6'-0" c/c 12 / 'r SLOP— E� I/8 N 12" x 6° CONC FTG. �-- ---_ ---- -. _-- W/ 2 04 BAPS EXTEND 12" BELOW FINISH102 AG2ADE LL S SECTION E3LDG " C " -- -- - (13LOGS "AI' I'5" S I r1 1 LA2) /4" - 1'-0" NOTE: FRAMING LUMBE2 GRADES SHALL BE AS FOLLOWS: .JOISTS, HEADE2S, ETC. N2 HEM F12 PLATES, BLOCKING, ETC. 03 HEM F112 STUDS STUD G2AOE i�LL CONC. MIN. 20;0 P.S.F. 1D -- 26 GA. GALV. S.M. COVE2ING DESIGN SOIL BEA2ING P2ESSU2E - 1500 P.S.F. tU 3 P,.Y CLASS `5" 200F1NG ON 1/2" P/W ROOF SHEATHING -- 3 PLY CLASS "B" ROOFING ON 1/2" P/W ROOF SHEATHING 2x12 - 24" c/c ROOF JOISTS - 2x12 - 24" c/c 20OF JOISTS SOLID BLKG OVE2 ALL SLJPP02TS SIMPSON U-210 HANGE29 k i x-- 2x 12 LEOGEL' W: 3 - !6d PER STUD _ 2x FIRE BLOCKING 10'-0" c/c MAX. ``� 2x F12E BLOCKING 10'-0" c/c MAX. 2x4 - 24" c/c STUDS Px4 24' c/c STUDS 2x4 PRESS. TVT0. P W/ 1/2" P!Y.' W/ 8d ® 6" c/c PANEL 2x4 PPESS. T2TD. Ip W/ 1/2" x 10" A.B. G'--0" c/cEDGES It 12" c/c FIELD I/2° x 10" A.B. 6`-0" c/c 2 LAYERS 5/8" TYPE "X" GYP. BD. EA. 510E 4" CONC. FLOOR SLAB 1 4" CONC. FLOOR SLAB 1 1 I I � CDr" D— T 2ANDALL CC 3" CLEAR - '-• . _ 3" CLFA2 12" x 6" CONC FTG. 12" x 6" „ONC FTG PLANS BY 7 Y P I C AS. P A 2 TY V AL+. ` W/ 2 N4 BAPS SEC T I CN 2 H2 . WALL— W; 2 N4 BA25 A DES � l71 1 J�KV I E I" = 1 -0" I I'-0° JOB AREA l OETA!LS TIGA20 OREGON n f PLAN NUMBER SHEET NUMBER t r'• BURNH AM 4 112387 RC 381 A-4 ti WON 1 • w. ra.,. ...._ .. .�...« ..«s*�Y.. `�, t r r'Mrr*w - asr w...xw :�ywdglrllt i A'` - •w. - ' Ill III III III III III II111 I III III tll 'f I IIIIIiI Illllll I�1 lI1 III III III ill III 1 1 III Ill ill Ili III Ill III I 111111 111 III II { I1 1��11 11'! Ill lllllil ill 111 lllll ( �'• , NOTE: IF THIS MICROFILMED J J 4 DRAWING IS LESS CLEAR THAN _L__ _ THIS NOTICE, IT IS DUE TO ORIGINAL Z 7. LZ Z 4Z Z Z Z IL Z 8I I j ( j— DRAWING. THE QUAI ITY OF THE O � I � ;. I � } ,!11111 �llil � IIII illlJllll�illlJii(1 IIIIJIIII IiI1Jl1111111{11111111{IIII 1111{1111 I111J1111 lllllllll IIII IIII{llll,lllllllll IIII{1111 llfl{11111111{llll 1111{11111111J11111111{II,I IIII{IIII IIII{IIi11111JJllll IIII{lillle, ,J,II llll�llll lllJll11 lllllf ail � lllil�liillllilii�i llil . Am JUNE 426 ) 1990 .,...„,m.,w -+...;r. ..e�r +� ' ..�• 4611�f t __. �+ + . _ .- o .. •c7 • I i��f F( WHIR, t P-�JIL�L�IPiG� _. _ _. .►-._ - __- yV � �lOti� __._.._-.. 11�. _!5, goo©Pit �1k!t: ulii.lr *OTi.S �tf f Imo• III -.. _. 1 W. T.lsse notes artl general in nature and ase itYta:nc;rd t., set minitauw standards for - � co,.struotlou. The :11rawiit4111 atwll gowru over tIH: yunet 11 cnirq to the extent shove. � d the omitructur :n,lall verify All dil.,ensiu»:'. and ti( o:, <iiffnrwnt drawiY.ya and Y w�,�_-�.--�s--�.__ -:----= .�-•---- - .. =��'4.-•� .:��r..a=�'�acx:ar�:-:�..._ _._ 'Ir -'�"- ---- / I I. the field. Notify thr talytna+�r at any 3i...rrptYr -� T _ ,. untsactor Lo I,rovide ..11 naassary t.Yurpaiati :-I; test f,rr welts 411(1 floors I•rior to , j► I lrfi . , •. i) _ I 1 completion ut vur4ical and la.erai loyu Y:ystuu.s. 'y FIJI,, 0 pop I (� '� Q i 'f' CODES AND STf.NLARDS (a. W } �-.-----_-- __, ----..� -1 __.,�• i A1Ci/f 1. All work Y,liall be ill let stiCunl.liarlc:e wit,' t'le fo:.loa•,ny ucK ':;: :r , Cil a. Uniformbualdinc3 Ctx1.1 LLALO of segue, 1903 b. rxai 4 l All la,l:• at. tau built:t:,q cedes. 2. VelI Luads: I r / a. Hoof L.L.... . . . . . . . . .2:, psf isnow) I 1A. Willes loau.... . . . .. . . .00 nY!to 1 + ........ ... C� � � /Y� • j. i] 't I ' / � c. ;;uiamic.. .'lan.: I i SITL WORK w rz 111Y 17 kumove all organic material a:lci top soil from II under the buildinq or under pavan �j H �- 1 areas W Q -3( 1 f♦1� WALL.•, ' ► +� 4 P �^ I f] Cy H ©fes � ;.. Fill ,nateiial to co,l3iet of a true draining yi'4nular materia:. Place' £ill In lifts nut to exceed b" and compact to lots'►. stalldarci 11/I un.ler foutinq» and to 95111l �y stalidard AASHTO under paved areas and fluor slaoa. 3. Selluct fill material under tI to lie 6" layer 3/4" - 1/4 crusl,vd ro,:k, uleah pea f III gravid, or c•oarsu Baud (Lreu J'aininy) . FOUNDATIONS (Ueuign Boil pressor IC�o sf) FO 1 .. UNAT-.I - ( ' ? F, �C �_ � �` ,___ r '•` I I � � -'��` I"!� �� I'C`-rI}j, ('IY/t, / soil or cl,nlactufill- minimum iL below All foetiugs to bear on firm, uYi L ` Nr ,lbefore }rocoedinq if any unusual conditions are 51Z.V.. lEie;i,7> final tered ilsthofootingaxcavaciolis p uncou l4 Z, r�Y-(.i'M ' I4',D', I I-L-Cy' �'-C1" I L''• � t-tf�lv/'ll f.,. `o.Jt r�, 2. Uu not excavate closer Chan a 1.1 elope l,urow footings. `J va - i \� ,( ! f CjA� ►./ GO. / 3. Clean all footing excavations of luose material by hand. 71 � CCNvCRF;TL to � I 1. Minimum concrstu comprussivu strength to be 3UUU peri at 28 day8. Minin'uro ceYaent • ( }1 X I;;�'Ir; I if�I!I f++; f '`L ,ontent to 1x1 5 sackB except ulal; a, grade to be i-I/2 aack3. tlaxirr,un s1wr,1Y ". �`- / 2. Placa and cure all concret.0 her ACI codes ano standards. ��,�,p��, �I.e��ty{�IZ � j• otuaXwiss�hown otrol n1lith; in t►© planes $lays on grade at .:5'-U" O.C. each way tnaxialufn wYl.,•�� I R_L'IW OCING STE,:L 1 k 1. All rainforcil,y steel 1#!janJ smaller. to be A-615 grade 4U. All liars At and larger e �y -I\ I tQ1 rade g N C F V1�h;I 1 + b0. b1YtYldod wire menu to tie A- f15. 2. place all reinforcing per M:I codna and standards. r ��'lll/JJ 3. Lap all contitluuua Lars 3U atameters miuin'.utn or 2'-'?" wi,ichnvar it rtrealer. , (� +•=��.C?3/s'ii E} ;' K 4. Provide 2'-U" corner bars to match horixoutal reinforcing in foundation walls at Alf, l (. I n� I - all corners and intaruections. i �r \""'-•- !(j ,.�,:W STRUCTURAL Y>I idISY:ELLANt:OUli STkF:L II IZ IT+ I$ Iy I r L� c• il.j � � ,' ary� � r 1. oftA15C'lg, fabrication and erection Yt1Ya11 conform to the Steal Constructia'Y MAnual rn �1LC' 71 2. All steel to ue A3b except as noted. All welds to be n1aJu by Certified Welters to AWS Standards with E;fitl;!% or 0O%.( , W� 1. electrode3. I *• y 1. Bolts to bu A3U7. 1'rovidu standard plata wahars under all bolt head® and nuts (_ . + , � _ � _+� in contact with wood. � • } ,. All structural tubing to be ASTM A.20U Crada fy w 46 k:;1. utw M!a�w n ( Uo not ovnrri«e driilyd or ptulched holes with burning torch. ld "----� I `mss, �� _./ .• .�aMw. '•\ / �` _ I a' Wth�U_ � �j � t I -�_•,.�� -�•/ - �' ,,•ra,,,�YN1e _ Lr•• 1 All lumber spucies and grades to ue au follows: �. I eYYuvrwesel .................. L Joist::, l,eal:ls snu atrillgura.. .[iouylas Fir 1!2 b' nom. beams .u,d Stringers and post............Douylau Fir wl �f5 UJ y �--�� . Suc , ol. ..uridy .. ....... 4 .....Douglas lir or Hem l-ir okubl ;II ing and mistn) +x C.ar C. Studs, 2 x b. .Uoullais Fir 02 I o ! C4ACN.M.1 it. Sills, Sleepers, plater asw nailing blockti 1ennuvr embedded in conat . . . ....................I ....Pressure troated WUtilan IIs �� M1 X x✓ J ,, r P�i 1ECT '�f 2. All joists or beaws+ framing int., (riot L)oatinq on) boams, headers, or glrours 01all bs support with "u" type %impson" or equal julaL ur beam ;,angers. `-� •7 t bra •o••o«• I. croSabridge solid sawn joint at 4entur span. 'fl �� / •� �� ) .uwt..r,�, ' 1. .slued laminated beams to be q C lamllwttsd from Uou las Fir or Larr:h CMsr ATT. ��,- (/'(/!l� ~ •� ' ' - WPI 00000w - tlpecilfia:ations anu .-,ar.tification. (4w 2400 psi. 4 �9 ) „ * :i. Truss joist to i.e installed complete with all accessories per manufactuter'a 4 f! wit e,.,v,a►r "ew.1. `' tlpecif iCOt1 . :ruSa, c, $L p �d� �'E�/I�� IG�c c-+� r✓��•�.I �� ,}rr�� i r�S .• ._ _ �� on drawings r'E1t c�► 0F�F' ,in ler the a►ri do tiYS asf ar,r,�+n "'---•r it �' ..r- � �' \'. ® �1'\.__-�f._ _ .. .....-•- �.� ,M`E'l'Al. 5iUINt� C V I C 1 N I T Y MAP 1. Metal aiding and roofing pat'e's to pat, existing panel profile, anti "Lot src; 1rYs FLOOR PLAN & " wTE PLAN .1b ga. min. thickness;. I/ It� ,,•l.p N,Y�, -' FolorntogYnatclto �sidit:gJ..IE min. did. Y-x 1-li.:" Lonq• tr;x ticrrws w/r✓rrnlrec,•• watst,4t'a, W Spacing Y Horizontal. Aa11s, a itooP �' c,c. �.I •}t_)'. Mr% L: f .'�I't� hl(�) � 1t!v`�I�T4- Yx� tiwli� � � II'� IfIIi' r.�'I"I�rY 1. I 2 'I�1'�� l �J-f l f'AC 1 Vattica. Walls X10" u.c. max. z .. AXI�>Tl I -fc: Vt/ALL�� T!j k:��1-.-►��.1 Root 3� o.c. �. 7W6-rIf++ WALL T6 M KF' -V-VED G 2 , T2,w:5� kIVi W M•� 6!.r WY OWN NMI 111111111 i I _----___ I _ p.G¢"r� if +' .. ,_I t AT I C•'M : l l�11 M l r�, TH I c I��F :. .� r�jU�, :`` YF.Iz�F Y I c►�� ;�' w/mow I�.. .., 1--1 _ 1-1 �i'''(L • 'air�':�-� ', 1 _� _. ...__---•,�.-- ,• --.._..._.____._. _ s _ � � ' ' x LIG,L• ,IwoTAI " c. r UJ Ix••4 •4-11. I i ^� - ..._ . t �Z a Zltl i � �j11�1��1'-I )L�I��+"S H!'�N!��..F�.-, '1•IU�IGAL�) '-_.._.._ -----_.. _..._ �'ic I'L" ��, X IeL-,t 1GLA5 [ rz_ 11 W I '`'�II'1r�'.:�:'•" f' •::.G S% -� -....�•--'" � •17f�.•)ll-"•_�.I`' �i=„i�-' I'�' T�I '�� ' �ll��,...�l, - :�---�'6- ILo �, W F' Irl GJ.`\ I � I I I•. t•�l �'%`�/ '�`�fi •�' I i.{..ter w/��I� iX(. i 1�,-•I�:�.l•_ �.I 'I� f�. y.�Mr�..�Y•..1 1. y A _ _,v lr..��'�. �'I ,`�Y'� � _. __._. `�I v rz, yr , `, ra 9 ° V Y✓ 1. I 4 r 'j;,, APPROVED BY: .r, I I Com) /.�} r�'✓, N rl I 1�1. r fi ' p Ii I' I ��.. /n l.rI4 f'•4ATP, " �" Yr 13jr�P 1 l �. �.. t tka ;,.i _ - - - � O I I !1 •_• !^ r II. �.�. kl"} r!:_ '.Y /.., 1 ;",�', - - ,* /�� i2X1° "1 Itl''1p,(', I a PUBLIC WORKS DIRECTOR lie- p- _- ,t..._ �j •II 1i R�1`r I�«- `� � -_. �' I e I I ; - 7-2x!�° � ••�� r-��Gi�1R�C7fJR . � VII`� Y �/, / r)44 �"/ � ;" ,t v t.� 1('+�f i r;t1Yt ,� ,• q. I {� ',/mac i Y'_/ Y I 1 ��y t✓• •.� � _ -._-� �, r -. � (X� ✓'�`•,1, I-,�, I I M'Y 1 I: ,fir:'�� ';y,,r �5, ,q y �i.�l':r h, 't ,c { , 1 ''A• t*T �I/ tt G� T f: . t' of x c��.. r. F I I M 0�, I x.4 cr'►.I'r I }�. :.I; ... .;r 1 1►-' 4 _ 1`r'►', 'i ___ F 1t� �a NA I - E7 L I�4 t�IG G� M ,P-- A MNL,r Y I✓1�t'I ,.�' 1'1 1►1�U l.. / 1 I. 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