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EI.D to ' UMIT 1 " F �. �. ��.; -- - --• --- .:,Y !.A yz''Gl,-7,c �;�'�U ►>`T'r I� __.- --- _ -- -=� _-'--`--_._ l�SEL c�C n ter= f__ a t�J E /w 0i 1IJ Dc>"$ c -- \ lq ` ,r�j' "' -zzl s =� Z ZvAl T��Y1-W c� Il.X i►.� \l� hb " 4T- Gf"I L ►;r., l I �-i'_ E/; - �•7 F1' L I r'.>r� *JTtls> '�l I- T d x� 0 11-'r""" -� 1 P s< y{-", e�,u�!-� A r4�U►�T� F rr� _. - _ r \ L.1► CL %,,d, CALL ALL Tb 5F-E.SI Zi r':.p..lp .i _ I'.1 ,'. Z.�� �t 1y I-�I r�r� rL 1c�r�r �'' �► - •/4 ''. ?/ (TSP) '-,i.:1'1. .Ic °l_ 't .. _ 1OVA - , -- t :rte r� 4 -1•--:�----• -- - ✓,�. til , � ' �• � � '- �. L.k:- c.:,�.,c:::t:.�.. .�� `fes r ---�---� _ III III ;1 1 1 1 1 1 III III III I I III III 11 , III III III III III III III III III + I I 1 1 1 1 1 1 1 I I III III III III III III III I I I�I I I 1 1 1 1 1 1 1 � 1 1 1 III V I I I I III III 1 1 1 1 1 1 1 III III V I R "' .. .-.._.. . ... ,._,.... _ _ _,........ -• _. ..,_._ ...,.... ' NOTE: IF THIS MICROFILMEr)DRAWING I5 LESS CLEAR THAN THIS NOTICE, IT IS DUE TO _ THE QUALITY OF TORIGINAL 11 �T - — - - ---1- - -- - --- - - - HE ti Z 8Z L Z Z 4Z Z E�Z Z Z L Z 61 -A DRAWING. I I f 1111 1111`1 I'' ,1111 1111111111111111111111 IIIIIIIII illllllllIIID III Il llllll III►IIIiI Ilillllll I{III .II III VIII„ t1,IIIIIIII�IIJ 1111111,11111111►► IIII I,I ► IIIIIIIIIIIIIIII►II IIIIIi�II IIIIII►II Illllllll tllllll►I�II llllll IIII�III III Illlt IIIIIIIII IIIIIIIII Illlrfll . MAY 22 � 1990 s ey " n � M �� k y4'' /�J� . IL; }j - V-r ►Z' t 1 n,1 L tzw GCX_C c `r\ ���P �Y y� M A 2_?�• DE � in .; �i H Z,�uC rF � T Lau �, F u1� k ►� a �' �I�rr�,s K y !z -� E�,G AT�7 - F r' �, ; ►� '�. 131- -- i _' k 4 :'111G'`,r L lC.+'' _ '�'�,r T fir, ,� '"., fl I1,1,61'( TE' ¢N pre LL LCz>Qf LJFFriOrLoo - ►y�� �L e 5,, r� ,�� ►� r'�k �lr�r 2 _� _ 1 ;,�J► C� h'1 ,��I�E e I R.E��..OL E `�� /" z x 4' (�T� " � . ,j,�,j3�lrG.aC.�Z... r � � � • � I L1' y `- 1� k i-+ huT� - _�__ �M t, „yam c�fLA f�'PD .off - 1�/�+L �G'I (�(��mv ' � rJC I E re C v/G L= V� W E_CaG• -- — t•�w� •1��I I -:co'x Zg '' —�- I' �'a"� �" cEJ►_. �.'1G irk y�/ _' ►' - R rLN1�11 ` v _ - Ercr NEa � C�i�N1" `1 I crlc T,��� �_" , • 11 ' II a� ► ti F �a �_ _ � .l�..l 444 kd P5E L, ol .c�.►.E /4.. 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S1t'� T��. �bl.o� T�. �.° r�e T- ` 7F.10 — _ r� lv i Ll�S ? x-o'' N _ f ,�- L. �T"l 'E X --,-r- L c�a I L _... .�._..�, _ V (t:a► - I - o - ' ,. 4�� E'P-�-� (eek P-"r G Lh� l.�fV E 4 � 'Q-P�1e, L tees') AS tyLIZ I ol F'L,Qc]•ta. I f - E'.E S'�C D j , j r - LA -. f�IjC "tib'IF; �� _ __ _ - a11I�C1 --- %L�► � .-r--_ icx ,Nth I t- ► 1 �,L C b ✓ L,n. -> of Io m4x-X-' o►'�� �.LA L L T ej BE, a'' �,� •:��1 p L111 ,�I�.� Hrt GJ►v�� �.1 r �h- � t - -- �t 4 ' „" r �.E •+. 5e K,.k. 14Lw w 1 C. L V Ir w S e v E S .�>�-x .. .._._,.,, ��aN�4Q,nl i►�V i r,,rs,�t,..uT►o � E. o ��►J s-T ovw NCO,U-TG.C alnjE -I,-6j - T r;E (,)A� 11 M I l�►tt rr� IU� / '- i�- Cvt► ►jpUe L�►Au.� v �. . : , ':: APPROVED '1 FORCQNSTRUCT {(�N TWO HOUP Pf',FZTY ►�AL.I-- ++ ( Z `.��GTIOr� '4I� d • P ,,,.. - •- ,r,� 1 �, •: •:.•, ,y...�.�JL M� _ r • DATE___. .' __ _ T'• ' ; y�;>. ..{�' :,�^ +�' , ^i ��, .r ��r 4r T ttt;4 •4 t i rt '�!' .r 1� ♦ � a w +. .. ' I .i..-...-_- � � /. . 1 " 1 r. •.+1 - ;y M , ' � �1i1 I� I II ! ! � ! !� ! ! � ! ! �! ! i ! III 1� ! !� ! ! I ! ! � ! ! I1 1i1 1� 1 !�! !�! ! � i !i! !�! II1 I�1 1il ll1 lil lil til i � ! I� I I� I I , I�! 11! !� ! lii I�ill � Ill � I�! I-► I � lIl�! I�lil � ! l�IIl�! 1�1�l,! "r' t I I I I I NUTS. IF THIS MIC ILMED Z -1 _ _.- --- l ------DRAWING, IS IS LESS CL — _ THIS NOTICE. IT IS DUE TO �1111 — _. __ THE QUALITY OF THE ORIGINAL £ Z L`L Z SZ Z �Z� Z TZ Z 6T L L'T J i i T ET i 1 1 i 6 9 L 9 DRAWING. I ! '. ''i1 Ir {►►�����,�I,��� iii iii iiiiliiii iiiiliiii �iiiliiu �iiilii�iiiiiliiiiiiiiliiiiliiiiliiiiiiiiliiiiiiiiliiiiiiiilii�►,i�l►C�i�l iiiiliiliiii MAY 22 1990 q I A LNJ1//GE _OIIDERS DIV. d1: CON, LAT to --� - — I �ri �� thin ClesiQn Deoartmr�t Of Sect inn A r1.• r.+ act. �,lal+e °•t • Section A - Interior Doors Change orders, as required, w - Tua)at i n Deve I opment Cor,I, ny c n I ) Provide all cunc►ete flatwork for on-grade slab flooring , walkways , 1 ) Provide all interior doors as shown of type? , size and swing per drawings `c._,', -, � � $ ` � used as the owners means to alter work specified in patios , exterior deck toppi•.g , steps , entry stoops , and other exterior and specified herein , complete in place , tested, with all operating ��, Chane orders shall be u �,f ~ the construction documents due to errors, omissions, material shortages, en-grade slabs per plan. hardware. `r \\ v , NS a peers Hollow core flush with GENERAL CONDITIONS substitutions, etc. 2) All on-grade slab flooring will be poured level and true with respect passage The Estimating and Purchasing Department of Tualatin Deielop•nent Company Birch Veneer to the specified grade per plan . Bi -Fold Close[ , Laundry , will be responsible to v-• ify the change order request ;or cyst or credit REVIEW AND ACCEPTANCE OF SITE , PLANS, AND SPE_CIFiCATIONS with the subcontractor. 3) All on-grade slab flooring will be double steel trowled and free from Linen , Entry b Walk- In bumps or Fx�llows . Closet Doors 1 /2 louvered wood me It will be the understanding of the owner , Tualatin Developnt Company The Construction Department of Tualatin Development will be responsible for that the subcontractor has comp letIy reviewed and has accepted all con- Issuance of the change order to the effected subcontractors. Pocket Doors Hollow care flush with tans, specifications, scope of work, etc. ) and the 4) All concrete shall be archer premixed or transit mixed with a u;m.. Birch Veneer struction documents (p pressive strength of 2500 p. s. i . at 28 days . proposed project site at the time of bid submittal . 5) The subcontractor shall be responsible for proper staging and placement Unit Entry Doors 1 -3/4" solid core flush with PECIFIED ITEMS Birch Veneer (1 hr rates: with AVAILABILITY OF S of all bolts , connectors , anchors , and other related hardware. Sub- vandals , 20 minute jamNs) install with contractor will protect all concrete from premature drying , ;,elf closing hinges , unless Subcontractor will verify prior to bidding that all specified items will be freezing , and harmful effects of weather . for installation during orderly and timely progress of work. l:CIFICATIONS otherwise noted on plan . Fuel-�( available ir. time f DESIGN SP fr-�1-ATI�F��)1v.1yY� I r-lT'f.QL.bfiK-r P-1 fled items will not be so available, 6) Concrete shall be mechanically vibrated sufficiently during pour to In the event specified ilblethe subcontractor will assure a consistent homogenous mixture throughout . 2) Doors and frames to be prefinished to match finisned interior millwork used v p notify the design Department of Tualatin Development Co. , Inc. prior to bid DIVISION Ol : JMiT throughout project . ]) Exterior steps will be con:tructed with a minimum 15" tread width and - 3) Provide all door hardware as specified in Division 38 , Section B, herein . submission. a maximum 6J" riser height . 41 All costs of delays because of non-availability of specified items, when such DIVISION 02 . CONSTRUCTION DOCUMENTS 4) Subcontractor to supply complete color and finish samples for selection to I delays could have been avoided by the subcontractor, will be back charged as --- the Design Department of Tualatin Development Co. , Inc . for approval prior cost to the owner. .)� necessary without any additionalSection A - civil Engineering b Site Development 8) Ramps will not exceed a maximum sl\,he rat ��� of 1 : 15. to production . SUBSTITUTIONS OF SPECIFIED MATERIALS 1 ) Plans and Specifications by: 2) Structural Engineering by : 9) All exterior patio , and walkway surfaces to be exposed aggregate with epoxy coat surface finish. DIVISION 15: GUTTER AND VENTILATION Proposals for substitc tions of materials , equipments, and methods gill be �Op�� �iC�1��U1-1�,41�1��/ 1�G Dale Haller Engineers _ only when such proposals are accompanied by full technical data DIVISION 08: OMIT Section A - Gutters and Downspouts considered o y 16074 S.W. Lake Forest Blvd. and other information required to evaluate the proposal . III L� �(�T� �' Lake Oswego, Oregon 97834 1) Provide all yuLters and downspouts shown on the drawings and specified I Proposals for substitutiains will be submitted to the Design Depar�ment ofr�j� 2 2•y� (503) 635-9418 DIVISION 09: FRAMING MATERIAL herein , complete in place , tested and operating. Tual at i n Deve 1 opnKnt Company � -2 "2j� LL Section A - Framing Material 2) All Satter and downspout materials to be 26 gauge galvanized sheetmetal . Do no*. substitute materials, equipment , or methods specified unless such witiStitution has been approved. 1 ) All lumber is to be well seasoned , air on kiln dried of uniform moisture 3) Gutters to be 5" 'h' style facia type mounting directly to end of truss tails. erection B - Architectural Plans b Specifications content , free of dryrot , twists or splits and sized per plan . CONSTRUCTION DOCUMENTS G` ( DNFLICTS BETWEEN CONS - _ 1 ) Plans prepared by: 4) All materials tc be primed and ready for paint . -J w 2) All 2 x 4 stc.as to be standard or better grade Coast Douglas Fir. All -�- Siould an conflicts occur in or between construction documents, the order framing lumber other than studs to be k2 Coast Douglas Fir. A] I beams Y L"�'�✓r;_ c ��'��L �IDI� r =��IL �i�� �)�' S) Downspouts to be connected directly to storm drain system. to be hl Coast Douglas Fir.` � Q oprecedence shall be as follow: : \�? p ✓SPT, �i� C 'I��44111 4 (-� :l C� �-�I laid 3) Pressure, treat all sills , plates , sleepers , nailing blocks , and ends of studs 6) Downspouts to be installed , per plan, -� L �L . « and posts in permanent contact with concrete. 1) General Conditions �� i'`I TC�N1� }' ,U.I...) + I `•�I—' p 2) Specif ica. i ns ���'-rL.G.�� O��VO�J 3) Scope; of Work �, �. r 4) All lumber delivered to project site to be stored 6" above ground and pro- 3) ro- 1 j Scale Drawings (Details) (503) - � ' �-II ( tested from weather. 1) Downspouts to to always installed plumb without offset . �t 4) Large V} 5) Small Stage Drawings Section B - Ventilation 5) Roof and wall sheathing to be }" 4 ply D.F. C-D grade exterior glue plywood. 6) Project Field Superintendent Section C - Landscape and Irrigation 1) Vent all appliances , directly to exterior , per plan, providing any required In any case, notify the Design Department of Tualatin Development Company 1 ) Plans and Specifications by: damper systems per code. immediately for their consideration upon finding conflict and prior to 6) Flooring at upper level to be Plywood subfloor , nailed end glued proceeding with work, David Zimmerman , Landscape with ] i /2" lightweight concrete 'bver. Designer 2) Units to be vented to roof vertically throu:Aa interior wall framing anis Terra-Sol Landscaping , Ltd, 7) Provide }" D.F. C-C grade plugged and sanded exterior glue plywood at all installed tight into roof jacks, or between floor joists per plan. Tualatin , Oregon roof and deck overhang exposures. 3) All vents to be properly flashed and caulked to prevent weather infiltration . i FIELD SUPERINTENDENT (503) 638-3017 8) Provide all fireblocking as required per Code . 4) All venting material to be galvanized sheet metal . Exposed surfaces to be Tualatin Development Company will have at the project site, from start to painted to match material directly adjacent . finish of construction, a respa .ible superintendent acting as an Authorized 9) All Simpson Hangers shall use ' 't KO Joi�T t-�rJc�EK- t�l<'^��S Agent of Tualatin Development Comp ,ny The superintendent shall be on duty DIVISION 10: TRUSSES Section D - Shop Drawings , Product Data , and Samples 5) during all working hours. Any instructions or notices given by him shall Vent attic area per code with contr:��aus ridge vents and gable en vents have the same importance as if given by the owner of the project , Tualatin per plan. I Devil an The project field superintendent shall be responsible 1 ) Shop Drawings shall be prepared And ubmitted by subcontractors Section A - Trusses Development Company specifically , but not necessarily limited to, the areas of work for general on-site supervision , scheduling, field work authorizations, and listed: 1 ) Provide all roof trusses complete and in place , located and sized per plan . approval of work prior to payment of the subcontractor. Electrical 2) Trusses to be constructed with pitch per plans . SU®-CONTRACTORS TrussesY_ -„_— ` Cabinets 3) Trusses to bear directly to top plate of exterior walls , per plan . Toe DIVISION 16: ROOFING All subcontractors must meet prior approval of Tualatin Development Company Plumbing (if required by permit) nail with 16d nails at each end and tie to top plate with metal hurricane Subcontractors are expected to be accomplished craftsmen of their trade with Clips. section A - Fiberglass Roofing i a reputation of being able to complete work within their :specified area to r t quality of their respective trade. Subcontractors will supply 2) Shop Drawings , Product Data , and Samples will bre submitted by the 4) Truss supplier to submit detailed shop drawings and truss layout approved 1 Roof o M E 'L 351b ASP►1•Ac-t' �,”d(', Ja� manufactured by Bird and Son or the higher q Y subcontractor with reasonable proriotness and in such sequence as by a registered engineer to the Design Department of Tualatin Development ) f to Tualatin Development upon request references, represertive work, securities, I required. ' Tualatin Development Company reserves the right to cause no delay in the subr�„cr�cted work, work of the owner , Company for approval prior to fabrication. Trusses to be enginer.red for equal . 20 YEA rZ., � and/or bonds as q or work of any other subcootractor • 25 PSF snow load , 15 PSF dead load except at garage mono trusses attached to reject any subcontractor upon failure to satisfy requirement necessary to to main building structure, which shall be designed for drifting snow load prove their ability to perform work specified. 3) The subcontractor shall submit Shop Drawings , Product Data , and varying from 65 PSF adjacent to main structure , to 25 PSFat 20' out. Samples to: DIVISION i1: FRAMING LABOR 2) The shingles are to be delivered to project site in manufacturer ' s original MATERIAL PROTECTION �1�Li7cO�A 1�10t"1 unbroken package ,end shall bear Underwriters Laboratory , inc . Class 'A' label . .Y(� The subcontractor will be totally responsible for storage and protection of �•PT, G'F= F" 'L �Nr-111-�C� t L- =="�If�t`� '= �11TE 1'25 Section A - Framing tabor . 1 materials and equipment related to their particular division of work. c")0c) r4 , -1'of-1A,i-�Al.1K- 1�1- � VRA 3) All Shingles must be appliEr in strict accordance with manufacturer s al 1 ) Erect interior and exterior walls so as they are plumb , straight , free of latest printed specification by an authorized installer . No credit or compensation will at allowed by Tualatin Development Company ). �Q(Zi Lam! t-EDrO�- �`�1J 1211 deviation to plan , and square within a tolerance of 1 /8” in any dimension . for reasons of theft or damage due to vandalism or weather to materials or Attention : Vlad Voytilla ` e�;;uipment left unprotected. The subcontractor will be responsible for pro- 4) Roofing to quell{y for protection under manufacturer ' s 20 year warranty or te...tion of materials and work performer, by other trades. 2) Framer to allow a 14�" unobstructed clearance between studs for this product . 4) By submitting Shop Drawings , Product Data , and Samples , the sub- installation of optional medicine cabinet at each bathroom wall adjacent i OWNER SUPPLIED PROVISIONS contractor represents that he has determined and verified all to vanity mirror . 5) Subcontractor to supply to Tualatin Development Co. , Inc . manufacturer ' s materials , field measurements , and field construction criter;a written warra,ity upon completion and prior to payment . Tualatin Development Company will of responsible for and maintain the related thereto, or will do so prior to the start of work , and that he has checked and coordinated the information contained within such DIVISION' 12: WINDOW_ proper operational function of the following: 6) Color to be Highland Brow, per manufacturer 's standard color se eciion. submittals with the requirements of the work and the Construction 1 ) Temporary toilet facblity Documents . Section A - Sliding Windows , Fixed Windows , Patio Doors t - - 2) Temporary water supply for construction purposes. DIVISION 17: SIDING MATERIAL 3) Tem;wrary light and power 1 ) A11 sliding windows , fixed windows , and patio doors to be aluminum frame as Temporary heat, as and if required DIVISION 03• PERMITS AND FEES manufactured by Milgard Manufacturing , Inc . , or equal , per the following Section A - Siding 4) p y schedule and sized per plan . 5) Job office with telephone and space for storage cf all construction documents. Section A - Building Permit 1100 Series 1 ) All exterior siding to be '/� x 8"A leder bevel siding. Sliding Windows 1t ::ill be the subcontractors responsibility to provide any and all necessary 1 ) It will be the responsibility of Tualatin Development '__��,;,a+,r� to Fixed Frame 700 Series 450 Series 2) Siding to be pre stained prior to installation. 1105 equipment , tools, materials, skilled labor , etc. required to perform and obiain and pity for all required permits and governmenta fees , unless Patio Doors satisfactorily complete all work relative to their particular division of otherwise provided in the contract documents . 2) All windows to be double insulated . 4 � work specified in the construction documents for this project . a � OMIT 3) All windows to be "Durabrc,nze" finish per Milgard Manufacturing , Inc. DIVISION 04-05 - -- specifications. Section B - Ccrlar Trim olSl MEASUREMENTS -- 4) Provide tempered glass as required per code. 1 ) Provide S152E grade or better Wrstrrn Red Cedar siding and placed per Before ordering any materiel or perform any act of work specified in the Ilan construction documents, all subcontractors wi11 verify and approve all field DIVISION 06: CONCRETE FOUNDATION measurements relative to their division of work for this project . �?) iLFY�V LU�iK�- G1 ) I�Ot--I�� I-3N1'�-� f�'X"TIG' I 2) Trim to be painted per division �3Q: Section A - Structural !oncretN It is the sole responsibility of the subcontractor to notify the project field superintendent of any deviation found between drawings and actual 1) Provide all concrete foundation walls , footings , and piers reinforced field conditions prior to execution of work, and sized per plan . All concrete will be constructed so as to not exceed dimensional tolerance of +/- 1 /8" in any measurement and poured it shall be the assumption of Tualatin Development Company that the level and true so as not to exceed a tolerance of +/- 1 /8" with respect DIVISION 13: EXTERIOR DOORS DIVISION 18: UNIT � subcontractor apprzves field conditions upon the commencement of work. to the specified grade. Section A - Metal Entrance Doors Tualatin Development will not allow any extra charge or compensa- 1) All concrete forms will be clean well , prepared and supported . Concrete DIVISION 19: GARAGE DOORS t' dimensions indicated on drawings and shall be sufficiently mechanically vibrated during pour to assure a con- 1 ) All common foyer entrance doors to be X208 tion on account of differences becwe�� panel laid conditions without authorization prior to start of work, sistant homogenous mixture throughout . Therma-Tru as manufactured by Lake Shores Industries of Toledo, Ohio, in t ) Provide 9'0" x ]'0" 1/4 sectional overhead Roughtex waodgrain flush actual f accordance with manufacturers latest written specifications and sized per garage door as manu"actured by Crawford Door Company �Jic_ ,co,viLIA., Ore(Jon , or equal 3) All concrete used shall be either premixed or transit mixed with a plan. compressive strength of 2500 p.s. i . at 28 days„ 2) Doors to be installed with tarrision hardware . 2) Entrance doors to be equipped with inswing style sill with threshold and 4) The sc•Scontrzctor shall be responsible for proper staging and placement completely weatherstripped . 3? Exterior of doors to be painted , interior of doors to receive one coat of of rill bolts , :onnectors , anchors , and other related hardware . Sub- wood sealer • cor,tractor will protect all concrete from premature drying , vandals , 3) Doors shall be equipped with self closing hinges r 4) Exterior of doors t0 be palsied per division p34. 1 3VJr fteezing and harmful effects of weather. • DIVISION 20: OMIT "snit � 1W lull 44 rr .- csm'i` - rss°°. _ ,,,- _.....r -"'s"� n►...., ...... '� low d • r �. i ' III III III III III III III I I III III III I LI IIIIIII IIIIIII IIIIIII IIIIIII III � III VIII I IIIIIIIIIII�III IIIIIII VIIIt 1 � Illil lllll � l i � ll � � ll� ll� l l I�III �tIiIIII' I IIIIIIIII'I;III _l l l l 1 . I I i � I � I � � T M I F I 1 I �--- NOTE: I F THIS LMFD CRO - �---- ----- ' DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO - HE ORIGINAL g y f3Z LL Z S1Z i; L Z 1tL Z 6 l DRAWIl l LL T i [ �l itl i 8 9 L 9 THE QUALITY OF T +�9 ` � is Z 1 " r• NG. (I i�IIIII VIII I I Illllllilllllllll IIIIIIIII IIIIIIIII IIiiIIIIIIIIIIIIIII IIIIIIIII II IIIIIIIIIIIIIIIII IIIIIIIII -A lir IllllllllllllllllllllllllllltlllIII III IIIIiIIIIIIIiIiIIII Illi llllll(I( iIIIIIIII IIIIIIIII IIIIiIIII IIIIIIIII IIIIiIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIfllll irrl MAY 22 � 1990 t .� f • t• r 4 it DIV , ' 11 : WIkiNG — Section 8 - batt Insulation ' Seeder A - LIrctrIL ,it 'yr , in,� 11 Provide r11 haft t OIVP ON 4: PAIItA'ING AND HAIL. COVERING IIVIS10N MIRRORS a HARDWARE type Insulation with Kraft backing as Shown on drawings —" "�" """"" `--' , 1 1 ) Provide eIt•c. triltrl and specified herein. ----- -- - Syt,(►rm d5 Shown rm dr.iwrnrlE, and SpeClfied hm;rrin , rn1, ete in pIA tion A - Inter pr Painting Section A - Mirrors ! }.+ft, tested , rmnd r,pe•rdtrny , ' ncludiny but not ne•cessaril Y, �� I ,�,i red to dl I tirrvlce brr'ahr, y 2) Al I Insulat ion to cortmply with State Cc,Ae Regui renwKnts for app) feat ;on \ I\ rM`t er base , Outlets , switches , shown on drawingsACPS . 1 ) Paint to be -lt,-� ?.._ i) Y/16" It glass mi free of defects . I ignt , , Ls II,S , .►rf 1+ 6 w ; r ,ny ►ryu l r r.l GNr 5'f,'t ir, ! I , , P 2 ) Colors to be teletted from r.pnufacturer ' s standard selections . 2) Edges to be polished . ) 41 q� ` AMI' rater t`ast 1 AMi r 3) All interior currrnun Wall to br insulated with j;" thick nmineral wool Gatti . 4r i •i: I�r,'',e" f= ;'•'UU t�J't' ,, n c" d n tl 1, AMP •,e:►v I c r . r+�',� �s:tJ✓G"�rrlpJ . - F�l;bl•f eC�t1� !.mo►'][./�rt�E 4) At I exterior wall cavities tc� 3) Kitchen and bathrooms - 2 coats seeii -gloss enamel . j) Size and location per plan . )) Furnlsn anJ Install -6 bat h,(a. , rr't /llf�t,t /mime unit :. as requlrrKl. be insulated with Fiberglas batty . Nutune• #114.,,o ur r'Tua I 51 Vapor beer sirs Ic) be placed toward heated side of waI I . 4) All ether roams - I coat latex low sheen enawel . Section B - Hardware 4) ''v}1'IY �"r<'Me dt' It'Ct•�r1, , 1„LV!t.,� ,,p r' I,Iin . Stetro,n B - Exterior Palntlnq 6) Use Fiberglas sill seal under all (.orml,un Walt and exterior wall rule plates 1) Door hardware. to be kwikset Grecian f. 5) Wife dnr2 .,,nnt r t at fuunddt i:••, Wal I . �! E . I1 tt. l l ince , , Itr ;,Ian, 1 ) Exterior siding to to stained with i IIciC (�, Sam! -transparent stain t) unit entry doors to be keyed w/two, keys he•► unit . Trip to be stained with elle I I ry heavy body stslin ! Provide i:') v . t. , rc,, , t t, r 7) Common floor/ceiling assettblies txtwween units to be Insulated Wi [h ;�•' c lc, i�rs ,!� yc•r .Ind i%2O v . 30 an><, c l rc u, t for C•. heat 1) . f , ,Ire., len . mineral wrtoI ha between f Icx)r juISts in a con tinur)ub mariner lio as to "T not al law open vr)ids for cuund trange ittar►cet 2) Siding to be prodipped stained prior to installation. , 1) l ' :af't ri ■suer'♦ nS I •C•c! � DfvlbrOt {h hrrftln . 8) P,nvide R-30 Fiberglas batt insulation in all vaulted ceilings . 4) Provide grand master key accessible to all curmltx) foyers And al units . l 1 ' ' e) '• ' i I Irjr't yw� t. tlP; Lc ,•w_,,.• tr� 36 .1•^..,vr 1 r� , .r, r I�,r @,Ce +t as r 1 �a1 Garage doors to De painted matching bOd•' co Del Iver to pru)ec t super intandent L>~ t per pan Sect Ion ( Blown- In Ceiling Insulatiurt over vanit � es and 1►► tchen counter , 4) Entry doors to be painted the trim color. ' 01 I l !t•, ` floor , 5) ilatdware at awct rAtw1 Lo tie `•I t a; -'ur tr:• s •m',. • ,w�� ' l its lu be nmc,unted 1 : dt„r�r finish I ) Provide all blown- in cel l my insulation located per Flan . IG) 1' , : ,, ' ' I;rr Sin,llr (�� { Section C - Hall Covering rear of face, ga►ager vJ �!✓ .�� r���Pfi-'T VE 1 - 30” chrome towel bar surface mt,unt • �_ 1JrxJ ,;nJr�' h�'�1G•�' l ; Insulation to be either Fiberglas or Cellulose and shall have a n,inimeuel i } t w r • 'c 1 ni ` r r''`~ ' ''")'fie ' 1) Oath well covering to be Selected by purchaser and installed by sub-contractor . i - Chrome roll toilet t issue holder rrces5ed rrxu)nt value of R-30 and ! mininkm depth of 9" Prspare all bathroom walls for wall covering. ti) SCC. t run h ',• , r ,�►, ,n c• r 1 - Pressure f I t Shcrwtr' rod (at el i tUD/St1llMMef enc I USures) i Q • r..i ,• , jr All lnsulalion to) ccxnply with State Code ke-lc, irenwrnts far aPPI'Itatiun shcwWI on plans , 2) Stairway foyer to be wall covered , in grasscloth . Selection to be 1 - Obscure glass shower .f<-,ur Nt all shower stalls) 1,1 t c !„,r r , r t r .1n c! 1 u DY T.�.C. �.4NraN t• kjCrv&NT' . � t (enol U;,r•rable :�dtc't f•r ' � ' T, 4; Pro,, ide baffles 7t eaves to prevent dispu� sal elf insulate Custc)rMr opt ion bath hardw.jre d DIVISION: FINISHED KARD SURFACES tub/Show'er enclosutr s►rt)wer dors % w/th' rime f , ine Z cel I Moisture• Pr • • .. t , e ,:rl r •, ,rr,plr.te dns2 c)pprdb!e , Is,c.,mtell ;)r'( Flrin , oitct Ir,n traction A - High Pressure laminate ►lastiC Countertops o4edicine Cabinet 1i ` ` ' ' ' '' ' '• I P (p Mlt_ �L '+vk-- �/I,Q, vapor harrier under all in,t'rior cont -ate .• ., „ + ,e' ;,,•' hUi ldlny l�)caled In t1e elft I( diem, t e S - ''w ' t' t ' : r' e•i7 tl • „ tli tc, t1ls ,fr,t•rlr, t Slabs r,•, 4,rr)dr ' 1 ) Provide high pressure Isminate plastic countertops at all kitchen counters and 6) PrOvlde self clos ,ny si)riny lyrist•-, at reth unit entry . �) vanity tops , per pian. Wilson Art and Nevarnar are acceptable manufacturers l -., :.,r- ^.gilt ' 1 r• i r r 3f' 1 r. , 1 i La V'1 ,r f t r., nit . P C , beerier edyrS a :*. nI^ um cif 11 ', Formica brand laminate �. ,...,,. � ate wi 1 I not be accepted) . �-----^- �-- ' DIVISION �9_CARPf T :1 .0 +tTt ,un E w,rtr.r Fri►c,t ing 2) Colors to be selected frto manufacturer ' s standard selections . Section A - Stairway Foyer Carpet Ir,n Ver unIt 1 ) Prov Ile t►,r0Uj(1 �uat of S')rrt d , i f 3) No full dock Seems will be allowed . 1)) Provide (�� I�/I�-f SRL �L_• -� , f ► re r u sr Ir.'1 as; nalt CC"PQ nd to [toe U t, I1c.)r1 i `wide ,, all Fra„c�r7,�ilUr: wally ad 'dcen '� u exterior I 11 r ,Itr r f1A r t to tat'th haC1. 1 , 11 • t on� rnrrrr' Fct I'1an . 4) All countertops to �wa►ue ,ac>�Cedging. 2) Carpet to Lie instal led civet .4 Ci ol . HA, r Jut#- combItmt Icer, p t1 . ' AI low tc, ors c�Hnt,lrtely Fr for to backfill .I I , 3) to ht ti..t l r rlH - ly „r enu,1 Secticn B - Tile Backsplashes Section 8 - Unit Carpet til r'„Sr+ tc, he N„tone Pb Ell I Iyt'trd 0% jt,. r,f►mel,tdte , rr ec ual .__.--_-- _ UIVfSION 'i ): HEATING ANU >>Ik Cf)NDITI1�NING 1) Provide 2 rows of lazed 1 ) Provide equal time ser res carilet manufacturer by FvarI%/HIa(k 1 - - - - ---- 9 3” square ceramic rile a[ all bpcwsl,lashes in kltihen t' 'r• and bath. - \� 5) Lc•cate hu�hbuttr,rs at entrance door per plan Section A Electric. 2) Tile to be Maple Pattern Series manufactured by Hnlly Gilb�rrt Company , ore 1 , 1) Color to be selected from manufacturer standard r Y . equal c ,ta da se Ire t .c, IS . Provide electric heaters in each bedrooms Co'" I 3) Colors to be selected frcxm manufacturer 's standard selection, 3) Carpet to be installed over 5/8” retxjnd p.)d , tlr) itrd Foam or eVual • �J tested , and operable . p ate, in place , 4) Tile: to extend up Nall to microwave oven at range . 1G t� M J, �t� i�C'�I • Sec ir.,n ( `,etur i t l Sysltm 11 E letlr i� Tile! to tYC t + With 4 DIVISION 40: LAitDSCAPING FENCING DECK RAILING rtrnptr thernx,stat 'C cuK+t rot me un'e0 on wal l . ----1--- --L---- ---- t J Section C - Vinyl n y{ f l oo r r reg and Best —"-- Sttt ion A - landscaping 3) Units to be sired by supplier and lotation verified with Design Department , 1 ) All vinyl flouring to be Armstrong Sundial or equal . Pattern and color to ha Tt,alat n DeveIOper•nt Ct,�, an selected from manufacturer ' s standard selection . p y , at the t me of bid sutxrisslon Refer to plans and speclfl �atlons prepared by others. H - heat Pump 2) Base to be 4” rubber t I t ypt of cormplermtentry :olor with vinyl . Section @ - Fencing 1) Provide through the wall Ioneline i� heat pump as trtanufactured by General 1 ) Provide fencing for privacy s,_reen , Crash can enc ►()sures , eta . , per pla, Electra , Company . Model NA3Blt,�DJ4- with LriIIE #RAG45CT10 (Dark Maple) Q A � '' •� 4- DIVISION ►^1 �._ GA5 ;, a.Fyi A FZ='oM : AP.I fJE'T', s DIVISION 192 . PLUMBING 2) Fences to be constructed of 5 ; dinq . Applied to frani~,rk of 1x4 rails lK' Its to be located per plan in rough framing of)en provided, 4x4 presswe treated D. F . posts . 1 ) Provide all plumbing systems is shcnvn on plans ar,s1 specified herein , complete 3) Posts to be placed minimum )0” t>rlow grade and suptx,rtecJ by concrete . in place , tested and operating , per State and local cosies . DIVISION 28: GYPSUM DRYWALL Section C - Deck Railing 2) Sul)t)ly fixtures per tichedule : i ) nCregnNsum Wallbc,ard to be cif type and thickness per plans and specified Ga I I on 1) Provide deck railing per plan. Water Heat' r 1i A] I ceiIin s to be machine brocade finish except at bathrooms and kitchen . } ) State �:'✓-.i - U?`or equal . 9 � - • t-. ""?” .. .K t. I ,. 31 All walls to bn spray textured except at battsroonts and stairway foyer , DIVISION6: LIGHT 'FIXTUIICS ��r ::`i '•� '__ _- • �.P, _ Kitchen Sink CUTOUT 111 ? I"x24" Stainless steel sink - ' r " 10 Gage E l kips XC R 2522-3. ��; ,_ , _ ;� P'j 4) Prepare bathroom and stairway foyer Ovalis for wallcover. Section A - Purchaser Option Fixtures W �E )_ E� � � . G�., . ��,J , ,�,•. 14,11 Water Closet Fq G' �� 2 o °✓r' F"L"T �'_ e -AL-r-A0t4CP 5) All windows to be wrapped with h1C�:� !A'�I1 � ', � ���_� �L!fJ7" 1) Purchaser to select fixtures for i9!iJINJ� h�,r•^ AN'� C' :r�� ,.fi-r! ,,Ltp„j,4►,),_ � C�� Section D - hail Bax Stand r l ight ln� supplier's show am. 9 Lavatory CUTOUT /4 )CO•tit E IgIj ,� Li-1o1�10 G) Ceilings at all Icerer units to h„ye 5/8" gyl,s�fn wallboard InStalled over � i ) Supply wail box stands of type and location per plan, r. OVAL SHAPE resilient metal chanels (IRC- 1 ) attached to floor Joists . At areas with 2) Su9"Sted e1,lowowces for dining room fixture is $100.00 end $k0.00 for entry. 2) t'(AIt_ oy; framed so(fits , attach gypsum wall board dirsttly to Turing. 8 ST,o.t,lp ppLIEO L :� ,nom_ E2s/I&,C- Seat ;, p�+ M 5) �L-EC� F GIL I titJ r ` I I4�"p' t-•- s> 1✓ t�.S F C �i �J �t ttlh BOOP Plast ic , color 7) ' �i$ g�i� i}}i).1 F�)O�1 LD�L� '��(J �i.{Qh)GL' � - i� PU�l.1)ASEiZS �12CL'1' IG�►�, / to match water closet . DIVISION ? MA i N 1 �i-(.1�7�1 C.IA i• ��.1-1 1_�L_ice C rC'1'U IZ.�,�i/F rl P K Esi',N L- L 61-4-)1-1 t•N> ,_______�: saJkR Y FIREPLACES RE P LAC E S ,• d le'1 R FG� i �R, ��� � • Tub/Shower `" `"{`tom-(F 'tr t3 •Ih'!'� (u.{ L-HOUF`' UJp�L_L_) �� �;1"("�G' T{('f f�r'� i l �l i `'�F� D� �G�Vj�I DIVISION 17: _A!•PLIANCE_S +� 0'6 by Dura Glass color to match American I� All fireplaces dto be Masonry Sired per pian . lett;era A' - builder Supplied Appliances ' Standard - Bone. ' t I : �'E• � I: ' 48" Shower 2) prick Colors to be spec if ltd by T.D.C. Desigrtl Oepartm�emrt. -- -- -- --~ � -�-.-,--� 1=�- r 1+'- �F. --`- 1) All kitchen appliances to be 1984 Model year General Electric or equal per S-4 or S-5 by Dura Glass. J schedule, d Color to match American Standard - Bone. DIV1610N 30: ? 1I.1DOwl� �, V �YL r.,;tt t• Dishwasher GSD th ' ( Il G1�. f / ' rI'r•., fir!. /+5 netO(:'. r."Ift+ " - �' ��•.� �/ ot:t •� '' rue ti •looses GF U 1T'� ©NIrT �� un, ocr , b,,ile;ot_ Set bf�'e JSP-27 , f/ r c r,r• c),,• Micro Wave Oven c C, 3) All control devices as follows: JVM O bIV1510N jl : FINtEk MATERIAL / • •� � r y Supply - -- I, �l et t ._ rO-t nr� i r•' br Er �^r�C.t� 1'E�11"1 i�.Ilr �Z �if+r > �3 "�✓r fg Unlit ,18-100 Gu ,1,- f' -- ' 2) Colors to be selected from standard manufacturer 's y i Gray . - ---- Tub/Shc»rer 0636 WS Delta Or 1642 Section A Millwork < w, rotor � Kitchen 1110CM Delta. . •i _ r n, --- s t t r:. n:. 1) 11e+Aer/Dryer on to be it r9idare -r' Ij 9a se and casing to be 2 1/>� " Colonial preflnish d, ��--- -�� Lavatory I52i2 WF Delta. - - -- -- C>> 77 All to be thrgtlre finish , except laundry supply. I.11TN �11�1151•} TSD � F f L`tl'r'I�� I_- I_ TSD' _�`; u M A 3 L • , I LSI V 151D1J �� ��Cr�, _ IrJ i" �I_( k'S - ise cZ j Gg Rai.K.��� N�I�.J P )�T I t,G G.U 0,E C7. ix,.E 512 _ 1 �. ' DIVISION 23- OM 1aj� ���� Pte' - _AI _._ , t t tr c,yi�ttl'., I e w - -►ice fmti.N JN I'fr �� �I►'- �ANr� - t r IC •%� IQ tc, ler ,c•,oi5 �- e _ (,, _ il4II —.le_... ' • + L " _77,77 C. , ,,.• E ye•,a a • DIVISION 24: OMIT GY Fn 13it.1 �yT"Er.k'-• , l.�r_-r V J1'N i_ i'��l_ i%E.i F l sa►� `1'YLr� (�I:T"1.1'" i t�f t.i=1./,t.'�• I , , ( r Lurinous ct. I in,I , iiia.., . _ • r PIVISION 25: OM 1 T C-AI _,1" ( L �Jr)✓t k.T a of ka 'l_11.L> �t. r•t •tL _ - ; I 1 -.7. f'^r —t t'IT• I n,,f u , 11 l` . ,�.t i GN.. '•• , w r r 1rt1'E oil i'IIL !tel 1G��LK... U`�.© T14 a = -�v�.- P� GT -r'-T---�:=.-`- I d f, , h �,. I l nr.r +/ r ,� . r I o DIVISION 26. tffERMAL A a e e ' 1 1 �•rt•,r,. '3L zr J Bnrc M1 •. . M ,, t�AND M01 STURE P OTECT ION ( ;1 14 y --� ._ teen-, rT j OrrE u•.1 e -: �e7-Dc tit, — 2 t ,t , a ��I Sect ion A - Rigid Insulate . __..- - - } — ___- •�.' , ; G2 Cc ,l,r 1 C>I�/I`�IGf`) ��� r_"is•l',Il�li<-�'`> -- ---- - { - 1 _ �,_- r, T' �12� .a 1) Provide all rigid insulation, per Plan, at IounAotlon aalld. , _-- -- 1 i V•'lante Llot, Per r1-,• 1 °� 110 i+ " f ubreY r C• Ti t , . fl . 2) All insulae itxrl t 'll �' �' , r. to coamply with ate 000e �T " F-'--'- shown on plans. St Ro4Ulreenlemsta ler' N�lpl�tat)Qnf � I I I 'rF{ w ` } b ':m /.► �� c Unci Al'Al'1l MEI,1f-4 JE NT' m , 9) Insulation tv Mw wa>ILlax,ra thickness Of / -) L,d•C-C, ;,J 'V �P_C f AUC F�, Tvi�� ii 1->r 1 I Pr-� C:.t__„_�F S �•> N It1 N I ) � + � r•�► " »• � � . 1.�v 7 I r� � �1�� ��('•'F / '�I )A I I , 'I , t•. -7171777r,-. ", , ,', r ► ," 1 r r . , r '1 t,.•`• 61tJ�-TS ro 1 A.\/ lam• - - - nit , �- � ,w ....' ,� r � :� !; = , , .�. '�) L��J t .j 4 / --- -t - I r, ..� , ' I ,• , • •' 1 ' r ,l .. • ' le J' I ► • '•► ,1 • •,•{'' •'. t , /�, , ', , • ' 1 ✓ ' •. // i�II'JI tZ> l��l.r it�-I �"r �A E/11 L inrrtulier . 1104 - ` ' 4,14 - ' c '~, t , w 1'• 't 1 . 1� ; rte• , )r -.._ — „ L'aTT-"7 f Aetna - .'rl '� �'.�j11 '� r ,�•w` ,a•� ` •• r t r • ` •nn ' { L ightol ler e1104� :11111 ,* ?,�it ^. �i�l �! � 1►r�1 ' .,, .��� r r _ ' +I �' f y f t,:. r `,. B {' tyli' td 1 '' ` ' ' a r -- ---- I PCcess�� ,e w ' ,sr. , r w• r J�•••���eµµ. •�,� ,4�,'41 r� / ' I 1 T-7�l_ _ "LA-14 Nut On. (Re„ '."w' �(t`'fr•y;y t 1. rI, \ �e P,w �•1 f . , E4' a '■ ' i !. .. a , 5. S. `�T� '(' �� a - _ ►2 fntwu ^' - - - ti ,rr �1 �- t / ` ► 1ti,Al P.11, 1 ! fr •.r i 1',rtAlK�� , L' , /1 A,i� / :T 11' ►� Silj�lk g - i 501. N.P.S. B omit T t r .011 y1 ,y t' ., p 1) f ibi iii -V 3 r tr;r� - - •- �. It { 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 I I I I I I I I I I I I l l l l l l l l l l l l l4[7 l l l l4�_ l l l l l l l l 1 1 1 ,I 1 1 1 11 1 1 1 1 11 11 1 1 1W ML ------, Ill II I. Ifll ISI III � i � I 1NOTE: IF THIS MICROFILMED 1 ( J 45 1 f r _"� 9� 1 11 1 1Z DPIWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE N THE QUALITY OF THE ORIGINAL g Z 8L $ '11 4Z Z Z �t TZ L I i Gi t 9t i >I1► i i11 i 18� 8 L 9 Il ► S Z i ,e ra 1 DRAWING, � I "►I 1 I�IIi!f IIII I I I lillrlll ` IIII l(II�IIII IIII�II I IIIIIIIII IIII�IIII IIIIIIII Illl�llll IIII�IIII IIII�IIIIIIIII�IIII IiII�IIII lilllllll llllllillr, ,Illii�llll{1111 IIIILIIr lilllllli 1111) �I Illlllill IIII�IIII �I�IIIIIIIIIIIIIIII Illllllll 111111 II lillllli IIIIIIIII IIII�IIII IIII�IIII IIII�II I • 9' AYM 22 1990 ;�j 4 f_ STRUCTURAL NOTES NAILING AND CONNECTION SCHEDULE -- --- ----- 11NIMUM NUMBER OF NAILS FOR WOOD MEMBERS �. LIVE LOADS EXCEPT AS NOTED ON DRAWINGS mor-------------------------------- --?.5 LBS. PER SQ. FT. - - (SNOW BUILD UP LOADING AS PER SFAO CONNECTION COMMON SNOW LOAD ANALYSIS) - FLOOR---------------------------------40 LBS. PEE: SQ. FT. WIND----------------------------------U.B.C. BASIC 25 LBS. PER SO. FT . STUDS TO PLATLS - END NAIL 2- 160 SEISMIC-------- --- ---------------- !;.B. C. ZONE II 1979 EDITION OR - TOE. NAIL 4- 10d Z 3 TOP PLATES & BOTTOM PLATES FOUND_AT I ONS - SPIKE. TOGETHER 10d 0 8 O.C. (� 1 . - FOUNDATION SIZES ARE BASED ON A TOTAL. LOAD BEARING SOIL PRESSURE OF 2000 LES. PER - LAP & INTERSECTIONS 4- 10d EACH SIDE JOIN S( . FT. FLOOR JCISTS (ROOF JOISTS) (CEILING JOISTS) !a 2. FOUNDATION ELEVATION SHOWN ARE TO BOTTOM 01 FOOTINGS AND ARE BASIC BID ELEVATIONS. - TO PLATLS OR BEAMS - TOE NAIL. 3- 10d _ 3. ALL FOOTINGS SHALL BE FOUNDED ON FIRM UNDISTURBED ORIGINAL SOIL . BLOCKING TO PATE - TOE NAIL 2- 10d 4. ALL FOOTINGS SHALL BE: A MINIMUM OF 1 ' -o" BELOW FINAL GRADES OR 1 ' -0" BELOW ,X?S1ING BLOCKING TO JOISTS - EACH END 2- 0d GRADE , WHICHEVER. IS LOWER. BRIDGING TO JOISTS 2-11(1 0 5 . ALL DISTURBED SOIL SHALL BE REMOVED BY HAND OPERATION FROM FOOTING EXCAVATION TO CORNFR STUDS 101 @ 12 O. C . NEAT LINES. �1 LAMINATED BEAMc lou (� 12 T g B STAGGERED t�) 6. BOTTO',1 OF FOOTINGS SHALL BE STEPPED FROM ELEVATION TO ELEVATION AT 2 ' -0" HORIZONTAI TO 1 ' -0" VERTICAL STEPS OR SHALL BE SLOPED NOT TO EXCEED 1 VERTICAL TO 4 f40RIZONTAI PLYWOOD SHEATHING 112" INDEX 32/16 AOR) Z WHEN APPROVED BY THF ENGINEER. 1 . ROOF SHEATHING 5/8'' INDEX 32 ' 16 AT EDGES OF EACH SHEET R BLOCKIN(__1 (, WALLS 8d 0 4" O. C. CONCRETE - CAST IN PLACE AT INTERIOR OF SHEET ,>,d , 10" O.C. 1�. L CONC7ETE SH1�LL DCVLLOP A MINWUM 213 DAY LABORATORY CURE') COMPRESSIVE- CYLINDER AT BOUNDARIES OF ROOF 3d 4" O.C. STRENGTH OF 2500 P.S. I . FOR FOUNDATIONS AND INTE!iIOR SLABS ON GRADE 3000 P. S. I . FOR OTHER CONCRETE EXPOSED TO ELEMENTS ?, FLOOR SHEATHING 5/8" INDEX 32/16 A MINIMUM OF 3 CONCRETE TEST CYLINDERS SHALL BF PROVIDED FOR EACH 100 CU. YARDS OF AT EDGES OF EACH SHEET, BLOCKING R WALLS 8d 4" O.C . L EACH CONCRETE STRENGTH. CYLINDERS SHALL BE TESTED AS FOLLOWS: 1 @ 7 DAYS; 2 AT INTERIOR OF SHEETS 8d 0 8" O.C- DAYS. AT BOUNDARIES OF FLOOR 8d @ 4" O.C. 3. CONCRETE CYLINDER Aiif) TESTING SHALL CONFGR'l WITH AST' SPECIFICATIONS. APPLY 1/4" 0 CONTINUOUS BEAD OF 3M4314 CONSTRUCTION ADHESIVE TO TOPS OF '.LL JOISTS , 4 , CONCRE-i E , FORMS , MIXING, PLACING AND CURING HALL CONFORM TO ACI MANUAL OF CONCRETE R[ OCKING AND PLATES IMMEDIATELY PRIOR TO PLACING PANELS. PRACTICE , 1976 EDIT 10'J, AND SPECIFICAI I016. �I � 3, 11Al_l. SHEATHING 1/2" IrlDCX. 24/0 AT END UNIT GABLE BLOCK ALL EDGES WITH 2 x 4 FLATS END WALLS ONLY � AT EDGES OF EACH SHEET TO STUDS , BLOCKING & PLATES $d @ 4" O. C. lOd F i" 0.�. AT INTERIOR OF EACH 8d @ 10" O. C. _..___�lOd F 8" O.C. LIGHT METAL PLATE.. CONNECTED WOOD TRUSSES AT BOU',')ARIES OF WALL _ 8d 0 4" O. C. ___...__1Od @ 3" O.C. 1 . _ TkUSSES SHALL COMPLY WITH U.B. C. STANUAKU 140, 25-17-7'; AND ALL PROVISIONS OF THE DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES OF THE TRUSS 112' GYPSUM SHEATHING BOARD X11 �A. � 1 3/4" X 7/16" HEAD 6" O.C. PLATE INSTITUTE: TP148 EXCEPT AS OTHERWISE NOTED. BLOCK ALL EDGES WITH 2 x 4 FLATS DIAIMTAU PT . GALV. NAILS 2 . ALL TRUSS AND COMPRESSIVE MEMBER STAY BRACING AND CONNECTIONS SHALL BE MANUFACTURED [� ALL STUDS , TOP & BOTTOM PLATES & BLOCKING 6" O.C. BY AN APPROVED MANUFACTURER. V 3, MEMBERS SHALL NOT EXCEED A LIVE LOAD DEFLECTION OF L/360 OR WORKING STRESSES FOR THE 1/2" GYPSUM WALLBOARD 5d COOLER NAILS APPROPRIATE MATERIAL UNDER A TOTAL LOAD OF ; C'SF FOR ROOF MEMBER. BLOCK ALL EDGES WITH 2 x 4 FLATS 6" O.C. 4 . TRUSS MANUFACTURER SHALL FURNISH COMPLETE ENGINEERING SHOP DRAWINGS WITH REGISTERED M ALL STUDS, TOP & E'JTTOM PLATES & BLOCKING 6" O. C. PROFESSIONAL ENGINEER'S SEAL. SHOP DRAWINGS SHALL. SHOW CLEARLY ERECTION PLAN AND ALL STAY BRACING FOR TRUSS COMPRESSIVE MEMBERS AND REQUIRED CONNECTIONS. 5/8" GYPSUM WALLBOARD 6d COOLER NAILS 5. ALL CONNECTION PLATES SHALL DEVELOP THE FULL STRESS IN MEMBER WITH A MINIMUM TRANSFER BLOCK ALL EDGES WITH 2 x 4 FLATS 6" O.C. AT ANY MEMBER OF 2000 LBS. AND MINIMUM S.ZF OF PLATES OF 3" x 5 • @ ALL STUBS , TOP & BOTTOM PLATES & BLOCKING 6" O.C. 6. CONNECT ALL TRUSSES TO SUPPORTING MEMBERS WITH 1-SIMPSON H1 CONNECTION AND 3 - 10d TOE ,'JAILS UNLESS OTHERWISE SHOWN. 7. DOUBLE JOISTS UNDER MECH. UNITS UNLESS OTHERWISE SHOWN. OTHER WOOD_ CONNECTIONS -� - MINIMUM SIZE AND [1AXlt1UM SPACING PLATES TO CONCRETE FOUNDATION WALLS 5/8" 0 x 10" A. BOLT @ 4' -0" C . C. PARABOLT CONCRETE ANCHORS GY(';!)tr! WALLBOARD AND ";H[.ATHING BOARD _. 1 . - GYARI! ]HALL COOR NFM TO ASTM C36-75. 5/8" 0 x 8 1/2" @ 4' -0" O.C. P$i1P1 WLIBO 2. GYPSUM SHFATHIti(, DOARD SHALT CONIORM TO ASTM C79-75• LAG BOLT INSTALLATION: PRE-DRILL HOLES FJR LAG THREADS 112" 0 BOLT = 3/8" 0 HOLES 3 . GYPSUM ]JAI I SHEATHING BOARD SHALL BE APPLIED WET;; ;TAGGFRFD [ N' ,JOINTS AND 5/8" 0 BOLT = 112" 0 POLLS C I F I CATION'; Atli) STRUCTURAL NA i L 1 NG SC H DULk . 3/4" 0 BOLT = 9/16" 0 HOLES "Ri ^11r,'r. LUr1liU� SOAP THREADS OF LAGS IMMEDIATELY PRIOR TO INSTALLINGWITH WRENCH ONLY. 1- ^,►.( ( f2/It+11;JG 11111i:F:R ',HAI I BE WESTERN WOODS GRADED TO STANDARD WFSTFRN LU")BER GRADI''G CONNECT ALL BEAMS AND JOISTS WITH SIMPSON HANGERS TO DEVELOP STRENGTH OF MEMBERS. PM F'S -80. 1 PROVIDE STANDARD PLATE 14ASHERS UNDER HEADS OR NUTS OF BOLTS BEARING ON WOOD. EXTERIOR WAL_1 ',IIJOS NO. 3 ) Fb 800 OR STUD GRADE ) FCI = 385 E 1 ,500,000 GENERAL [:. INTERIOR W,'IL STUDS ) Fh 600 1 . GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS. ` OR BETTER ) FC1 385 SHOP DRAWINGS SHALL BE REQUIRED ON REINFORCING STEEL, TRUSSES. AND SHALL BE REVIEWED ;)R STdt., ,NA[1F ) E - 1 ,500,000 PRIOR TO FABRICATION. C JOISTS 3. FIRST FLUOR SHALL BE PERMANENTLY ATTACHED TO WALLS PRIOR TO BACKFILLING AGAI.JST 1. NO. ) F 1250 STRUCTURE. f. 1 ,500,000 4. THIS STRUCTURE SHALL BE ADEQUATELY BRACED FOR WIND OR EARTHQUAKE FORCES UNTIL THE ROOF AND WALL UNITS HAVE BEEN PERMANENTLY ATTACHED THERETO. ( i1. BEAMS ) Fb 1350 5. ALL CONCRETE JOINTS SHALL B► ROUGH TEXTURED WITH 2X KEYS AT CENTER OF WALLS AND NO. I ) Fc 385 SLABS. CONTRACTOR SHALL OBTAIN STRUCTURAL ENGINEER' S REVIEW ON DETAILS OF ALL f 1. E I ,oQO,000 CONSTRUC'iION JOINTS PRIOR TO CONSTRUCTION. 1� ) - 6. GYPSUM WALLBOARD IS USED ON THIS PROJECT FOR BRACING OF THE STRUCTURE. COITRACTOP. TO PROVIDE ADEQUATE BRACING UNTIL ALL GPYSUM WALLBOARD HAS BEEN APPLIED AND FULLY POSTS Fb 950 NAILED. N0. 1 ) E = 1 ,200,000 F . BLOCKING, PLATLS & BRIDGING ) Fb = 600 STANDARD OR BETTER OR STUD GRADE j EC 1 1syQl1,000 (:_ON(,_,,ETE_ REINFORCING STEEL ALl �1CMF3ERS ilt� LESS (LEAST UIt1E;V5I0rJ) SHALL BE �1AXIMUM 19`: MOI5TURE CONT El!T . 1 . All REINFOR FORCING STEEL FOR CONCRETE SHALL CONFORM TO U.B. C. STANDARDS N0. 26-4-76 3, PPOVIL1E ~OLID BLOCKING (SA[lE DPLTH O� i•1EMBER) .AT ALL POT NTS OF BEARING AND 1 x 4 AND ASTM A615 GRADE 60 FOR ALL. . 13R1Dl]ING 0 R' -O" O. C. MAXIMUM. Al_l REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH 4. ALL PI AT!:S Atk) [.1-UGERS IN CONTACT WITH CONCRETE OR NIASONRY SHALL BE PRESSURE ACI DETAILING MANUAL 315-80. TREATED. lE,x]!.R 'aAY 111E SEPARATED FROM CONCRETE OR MASONRY ?WITH 30 LB. ASPHALTIC FLET A. ALL REINFORCING STEEL SHALL BE ACCURATELY AND SECURELY PLACED. 5. DOUBLE ''�Ll )(LISTS UNDER ALL PARALLEL PARTITIONS. R. REINFORCING SHALL NOT BE BENT OR DISPLACED FOR THE CONVENIENCE OF NC ��. FOR NAZI. i'+(� ')IF `,CHEDIJLE AND DRAWIItGS. OTHER TRADES UNLESS APPROVEC KY TNE� aTRUCIURAL ENGINEER. • �■� C. MINIMUM COVER FROM CONCRETE SURFACES TO REINFORC1,16 STEEL SHALL BE : I PLYWOOD SHT` IIHING 3" + 1/2" TO BOTTOM OF FOOTING 4 1 1 . Alt PLYIJOOD SHEATH];,'(] SHALL BE CD GRADE , UNLESS OTHERWISE SHOWN, ''WITH EXTERIOR GLUE 2" + 1/4" TO EARTH FACE OF WALL HANUFACTURED IN ACCORDANCE WITH PRODUCT STANOARD PS1-74, - A. ROOF SHEATHIi• ' 112" OR 5/8" INDEX 32/16 1." + 1/4" TO INSIDE FACE OF WALL E. DECK' S 3/4" INDEX 48/24 T & G 2" + 1/4" MAIN STEEL BEAMS AND COLUMNS • C. FLOOR 5/8" INDEX 32/16 - ). bIALIS 1/Z" INDEX ?_4/0 3/4" + 1/4" SLAB TO TOP AND BOTTOM SURFACES l/ 8 2. PLY14'OOD SHEATHING SHALL BE LAID WITH END JOINTS STAG6i R( D. E. . LAP ALL BARS A MINIMUM OF 36 'DIAMETERS EXCEPT AS OTHERWISE NOTED. 3. BLOCK ALL. WALL SHEATHING WITH 2 x 4 FLAT BLOCKING AT Al I ( DGEti. �N1 4 . NAIL AS PER SCHEDULE AND DRAW I iJi,S . 5. LAY OUT PLYWOOD TO ELIMINATE ANY WIDTH LES`, THAN 1 ' -0" . BRICK T.-ALL BUILDING BRICK UNITS SHALL BE 250; PSI UNITS CONFORMING TO U.S.C. STANDARD NO. 24-1-79 GRADE SW, TYPE FBS. 2. ALL MORTAR FOR BRICK WAILS SHALL BE U.B,C. TYPE "S" 1800 PSI COMPRESSIVE STRENGTH AT 28 DAYS WITH THE FOLLOWING PROPORTIONS: CEMENT - 1 PART LIME - 3/4 PART MAXIMUM 1 SAND - 4 PAR,fS MAXIMUM J. ALL MORTAR SHALL BE MIXED BY MECHN4ICAL MEANS 10,YO PROPORTI(Y3ED RV Af,,CURATE ` MEASUREMENT. SHOVEL ,MEASUREMENT WILLY BE ALLOW. 4. PROTECT ALL MASONRY UNITS STORED AT J� AND ERECTED FROM THE ELTKNTS. `1 5. USE STANDARD CORRUGATED BRICK TIES AT 16" OA^ i 111>XV. IMA;C IIAM MS TTVId&LV TO 2 x 4 STUD WIT" I GALV, 10d. w. pr 7 � 111{II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIi lI !Illllllllllll ( IIIIIIIIIIII !II (IIIIIIILIIII�+IIIIIIIIII! I !�1r1�1IIIII(IIIIIII ! III�IIIII�II ! I11�1 1_1 JL NOTE: IF THIS MICROFILMEDJ V / aDRAWING IS LESS CLEAR THAN ;! THIS NOTICE, IT IS DUE TO THE DRAWIN . Z � L 1II11IS 1 �I 1.1 1I � I � lT111111,1 - I 1 I1 � � ' I1 ' 1LQUALITY OF THE ORIGINAL ii IIII1IIIIII 1111111�18 1I l�llll111 III�III II118111111IIIIIIIII11II„ICIIIIIQ11111111 IIIIII III II11 111111111 1 � !2 - , 1990 MAY 2 � � r i �UUN%/'� / /,/✓ (� �.J/-�/-�':•'•.�_f'-•'�/ /:". - �� Tom`' � ✓ � � � � ��/ 112 Y G` 7o7-,4L DE�/G i� LCI�10 (�'�E" I`'I y N U F�1 C Tvl7�C j�1���t�E� /,l1/IE✓���T l/-�G'/,''�'1'�4�, M�G;Q -7-o S0Bf'-,17- �/14,i5s p�i�UvA /0/1 /,0 t2 7-6 x � 2 2�� .?i ?�SF = 2 Z -F F r 1 226 �Ci`�• ♦` 12 5i 90 ,• Com'' �-'lv _ Z 2 lam, �l�)Z(1•�) zzo4 %00P` tGGrs Y= �� �7G G7� 67 a O 0. ,9�o � � - J96 rE • N Use %z " TwT CCVX- = 12.Std X- H a's 7' ' lL'o �. _ ?f Pnoc- !��/ Of \Y.�51�!y^ `�� r/� �,�-!:.' fit.!(•. — " �� ..r�. C� rr y J` r Ely ��°' ( , • i , iiii i � ; iii iii i i �i i i iii iii i �,i iii i �.i � i i iii iii i � i � i � i iii iii i � i � i � i .,• ,.�:..w......�..._..,,�..•� - •,, NOTE . IF THIS MICROFILMED 1, 4 7 1 11 12 DRAWING IS LENS CLEAR THAN — --- — THIS NOTICE 9 ]:T IS DUE TO THE QUALITY 01= THE ORIGINAL - • S Z Z LZ Z 4Z Z Z Z or61 6I i LI T T t i T t t T 6 8 L 8 4 DRAWING. MAY 22 990 . IIII��IU ILII IIII IIII IIII IIII IIII IIII IIII Till IIII IIII IIII Illi IIII (III IIII IIII IIII IIII IIII IIII illi 1111►. •���III IIII IIII IIII IIII IIII ift� I•II 11�I If'11 llll Iill�llll IIII IIII Ilii IIII Illi IIII IIII IIII 111 IIII Iill IIII IIII Ilii IIII IIII llll IIII IIII Illi sill III x mmmp� q- + r "'Wr';y� •�". ....a " V i. 1, w Fl— Md = 2 s _ 1, 409 I,-)- /-1 ao _ 5�-24 Jv I�El �vuTf CJ•c�/Z3' ,E► _ /OB�1- 9d3-3 = 180, 7 Q, = )gcn -7 t2z = 9o3- 3 t-4, y.. t-1 o _ tom, Z _ ��3-9�9�Z�G )_ /D�oG iti►- /6. s= ...... 6 - 7- /614-' 3 - 2 �c E3 /G ' a .C o/l �4 so - <�Y� � , \ S�/•I�= /2 -Ori c.cJ = (079 + rl it 1 ��;%� ,;.1�����• l�-ln = �yv ( 12 ' ( 1-5�= 149, 440 �ti- !b . 190 � � ► 2 so �• 0 ICON 19b v � .. 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' _ ����ti_�._ � - �'' j `cJ = f'/� � ��• �?,�= � c.^�.<f ��� .� I `� C► . 10.Q_ Lj ' ^ n I N a Nr- i � � i iii Ili iji � i � i iii iii i � i � i � i • � ..�.�..__.�..... ��.. __._....:....,�.�.�...... _ .W., . �. .,.,. , - NO1rE : IF THIS MICROFILMED 1 41 51 7 ✓L�, _- 1 12 DRAWING IS LESS CLEAR THAN _ -- T11IS NOTICE, IT 1S DUE TO THE QUALITY OF THE ORIGINAL. ' DRAWING. Z Z 1. L Z Z 4Z Z Z Z YZ Z 61 i Li i t EI t i t '1111111 '1111111 . IIII 11111111 IIII illi IIII IIII IIII IIII Ilii IIII lila IIII IIII IIII ,SII IIII illi Ilii IIII IIII IIIf Ilfl IIII Ilil�;. ,��lll ilii III illi IIII Illi ll�llull ��I Ifs IIII IIII IIII-. 1111 IIII II IIII li Illi II IIIIIIIII III , w I Fc r E C C k: I i W7 C+ F' BTS ► C TN i C�� - I h♦ - I I � oG .5 PA , 1`J1e - 1400 I _ �• �� � ca, � 2� ,�� _ VCE �„x , ' X ��`� L I I \ i �1'>A0 '� 1--10 = 140 �� Jz � l s� = 13�4b ice- Ib o, 57� -%z ''x 3 " X '/Q '";� i t2 ��pg �� l�r� Ks leo = �o(�z )t � 1, 5 � = I G440 ► ��- ►b. o� ° S . b . i � I l i Fir"t Pc. 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Ila I AYM 22 1990 t is DIVia --4b •iI: - COlvAtl'1 FLATw** '�rvrSr,1M -- 10411 "11 .1k Uvok Change orders as re"irN, will be initiated by the Oesiyn Department of 9 Sect ion A - On-Grade Slabs ldalbways , Pat gin, •.,•t ;►.+. ► Sect ion A - InCe: for Dcxrr Tualatin Dave lrpalss/t� Company i) 1 ) Provide all concrete flatwork for on-grade slab flooring , walkways , 1 ) Provide all interior doors as Shown of type , Sire and swing per drawings Change orders shall be used a:, the owners means to alter work specified in the construction rlocuments due to error*, omissions, n+icerial shortages, patios , exterior deck topping , steps , entry stoops , and other exterior and specified herein , complete in place , tested , with all operating v GENERAL CONDITIONS on-grade slabs per plan. substitutions, etc. hardware. 4/ The Estimating and Purchasing Department of Tualatin Development Company 2) All on-grade slab flooring will be poured level and true with respect Passage Doors Hollow core flush with REVIEW ANON AC ACCEPTANCE OF SITE. PLANS, ANO_SPECIfICATIONS will be responsible to verify the change ordur request for cost or credit to the specif led grade per plan. Birch Veneer � -- with the subcontractor. Bi -Fold Closet , laundry , 3) All on-grade slab flooring will be double steel trowled and free from Linen , Entry & Walk- in T it will be the understanding of the owner, Tualatin Dove IopsMmt Company The Construction Department of Tualatin Development will be responsible ,for bumps or hollows . Closet Doors 1/2 louvered wood that the subcontractor has completly reviewed and has accepted all con- lawance of the change order to the effected subcontractors. struction documents (plans, specifications, scope of work, etc. ) and the 4) All concrete shall be either premixed or transit mixed with a corn- Pocket Doors Hollow core flush with proposed prosect site at the time of bid submittal . pressive strength of 2500 p.s. i . at 28 days . Birch Veneer AVAILABILITY OF SPECIFIEDDITEMS 5) The subcontractor shall be responsible For proper staging and placement Unit Entry Doors 1 -3/4" solid core flush with Subcontractor will verify prior to bidding that all specified items will be of all bolts , connectors, anchors , and other related hardware. Sub- Birch Veneer (1 hr rated with contractor will protect all concrete from premature drying , vandals , available in time for installation during orderly and timely progress of work. �a DESIGN SPECIFICATIONS freezing , and harmful effects of weather . self closing hinge.: , unless, seminute .jambs) install with otherwise noted on plan . Fuu-Y' In the event specified items will not be so available, the subcontractor will 6) Concrete shall be mechanically vibrated sufficiently during pour to IrJres�22�j>R.11' INT�QtpL!!Irlh notify the Design Department of Tualatln Development Co. , Inc. prior to bid assure a consistent homogenous mixture throughout . 2) Doors and frames to be prefinished to r,dt 'h finished interior millwork used submission. DIVISION 01 : OMIT throughout project . (` 7) Exterior steps will be constructed with a minimum 15" tread width and �- All costs of delays because of non-availability of specified items, when such a maximum 6#" riser height . Q delays could have been avoided by the subcontractor, will be back charged as DI_VIS!0N 02: CONSTRUCTION_DOCUMENTS 3) Provide all door hardware as specified in Division 38, Section B, herein. i! 4) Subcontractor to supply complete color arid finish samples for selection to necessary without any aJdltional cost to the owner. the Design Department of Tualatin Development Co. , Inc . for approval prior Section A - Civil Engineering i Site Development 8) Ramps will not exceed a maximus, slupe ratio of 1 : 15. i� JOSTITUTIONS_0_F SPECIFIED MATERIALS to production. 1 ) Plans and Specifications by: 2) Structural Engineering by: 9) All exterior patio, and walkway surfaces to be exposed aggregate with Proposals for substitutions of materials, equipments, and methods will be epoxy coat surface finish. considered only when such proposals are accompanied by full technical data Li�'0 � �i01`)�UI,-''At- fe-7 I1' 4:- Dale Haller Engineers DIVISION 15: GUTTER AND VENTILATION and other information required to evaluate the proposal . II�I �j �, (y(�rA /k-,\/F_ 16074 S.W. Lake Forest Blvd. DIVISION 08: OMIT_ ( > Lake Oswego, Oregon 97834 Section A - Gutters and Downspouts Proposals for subst i tut ices will be submitted to the Design Department of F OF�1�L-,lam p OR��O� Tualatin Dave]opedistt Company 1 2� (503) 635-9418 DIVISION 09: FRAMING MATFRIAL 1 ) Provide all gutters and downspouts shown on the drawings and specified 4-0::P)14- herein , complete in place, tested and operating. Do not substitute materials, equipment, or methods specified unless such Section A - Framing Material substitution has been approved. 2) All gutter and downspout materials to be 26 gauge galvanized sheetmetal . 1 All lumber is to be well seasoned , air on kiln dried of uniform moisture Section B - Architectural Flans b Specifications ) I - CONFLICTS DETW EN CONSTRUCTION DOCUMENT--$- content , free of dryrot , twists or splits and sized per plan. 3) Gutters tj be 5" 'K' style facia type mounting directly to end of truss tails . ` 1 ) Plans prepared by: Should any conflicts occur in or between construction documents, the order 2) All 2 x 4 studs to be standard or better grade Coast Douglas Fir. All 4) All materials to be primed arid ready for paint . C�4 framing lumber other than studs to be a2 Coast Douglas F, r. A11 beams of precedence shall be as follows: �-�,�••Y (]�.i� (�R.�����T"IDt`� ��G�I DF11�1•�t`IAt.._ [�I�/. g g to be #1 Coast Douglas Fir. 5) Downspouts to be connected directly to storm drain system. 1) General Conditions '(� �lA)'� lk ISL �R ,l 3) Pressure treat all sills , plates , sleepers , nailing blocks , and ends of studs 2) Specifications - � I�� 12 and posts in permanent contact with concrete. 6 Downspouts to be installed p 3) Scope of Work '-l.•A�p� ORE.(>��1� �)-7 ) P per tan. 4) Large Scale Drawings (Details) (503) 1 4111 4) All lumber delivered to project site to be stored 6" above ground and pro- 11 _1 51 Small Scale Drawings tested from weather. 7) Downspouts to be always installed plumb without offset . ' ) 6) Project field Su erintandent s1 j p Section C - Landscape and Irrigation 5) Roof and wall sheathing to be #" 4 ply D. F. C-D grade exterior glue plywood. Section B - Ventilation In any case, notify the Design Department of Tualatin Development Company Immediately for their consideration upon finding conflict and pri,)r to 1) Plans and Specifications by: �l`�r 1) Vent all appliances , directly to rxterior , per plan, providing any required proceeding with work. 6) Flooring at upper level to be Plywood SUfloor , nailed and glued damper systems per code. David Zirtr,A-man, Landscape Designer w* th 1 1/2" lightweight concrete over. Terra-:ol Landscaping , Ltd. 2) Units to be vented to roof vertically through interior wall framing and FIELD Tualatin, Oregon 7) Provide }" D.F. C-C grade plugged and sanded exter or glue plywood at all installed tight into roof jacks, or between floor joists per plan. FLD SUPERINTENDENT roof and deck overhang exposures. Tualatin DeVelo�pirsset Company will have at the project site, from start to (503) 038- 301 3) All vents to be properly flashed and caulked to prevent weather- ir:filtration . 8) Provide all fireblocking as required per Code. finish of construction, a responsible puperintendent acting as an Authorized 4) All venting material to be galvanized sheet metal . Exposed surfaces !o be Agent of Tualatin DeveloppAAt Comp ,ny The superintendent shall be on duty 9) All Simpson Hangers shall use during all working hours. Any instructions or notices given by him shall Section D - Shop Drawings , Product Data , and Saetaples DIVISION 10• TRUSSES painted to match material directly adjacent. have the same importance as if givzn by tSe owner of the project, Tualatin Developrant. ompany The project f *ld superintendent shall be responsible 1) Shop Drawings shall be prepared and submitted by subcontractors Section A - Trusses 5) Vent attic area per code with continuous ridge vents and gable end vents for general dr'1-site supervision, scheduling, field work authorizations and specifically, but not necessarily limited to the areas of work per plan. g • P , gs y Y approval of work prior to payment of the subcontractor. listed: 1 ) Provide all roof trusses complete and in place , located and sized perP lan . -4 ,TIM TORS Electrical 2) Trusses to be constructed with pitch per plans. Trusses All subcoatractors must meet prior approval of Tualatin Developmei4t Company Cabinets 3) Trusses to bear directly to top plate of exterior walls , per plan. Toe DIVISION 16: ROOFING Subcontractors are expected to be accomplished craftsmen of their trade with Plumbing (if required by permit) nail with 16d nails at each end and tie to top plate with metal hurricane a reputation of being able to complete work within their srecified area to clips. Section A - Fiberglass Roofing the hi-4hast quality of their respective trade. Subcon!. dctors will supply 2) Shop Drawings , Product Data , and Samples will be submi 'ted by the 4 Truss supplier to submit detailed shop drawings and truss layout approved to Tuttlatin Development upon request references, representive work, securities, subcontractor with reaso.iable promptness and in such sequence as by a registered engineer to the Design Department of Tualatin Development -ro p C I351bj A�P?4A�-r +�i{� as manufactured b Bird and Son or and/or bonds as required. Tualatin Developw�tt Company reserves the right to cause no delay in the subcontracted work, work of the owner , Company for approval prior to fabrication. Trusses to be engineered for equal . y to reject any subcontractor upon failure to satisfy requirement necessary to or work of any other subcontractor'. 25 PSF snow load , 15 PSF dead load except at garage mono trusses attached 20 YEAfZ 1 prove their ability to perform work specified. to main building structure, which shall be designed for drifting snow load 3) The subcontractor shall submit Shop Drawings , Product Data , and varying from 65 PSF adjacent to main structure, to 25 PSF at 20 ' out . MATERIAL PROTECTION Samples to: DIVISION 11 • FRAMING LABOR I j-a`r�l��l� �iIIZPOfz-A"f-IDf� 2) The shingles are to be delivered to project site in manufacturer's original The subcontractor will be totally responsible for storage and ,irotection ofepi• ,-lF � 'L1,,NL�Ir1[� t ��I[a� '�t_)I ("E i2� Section A - Framing labor unbroken package and shall bear Underwriters Laboratory , Inc. Class 'A' label . all materials and equipment related to their particular division of work. Gjp� iJ1L Ill. , DR. No credit or compensation will be allowed by Tualatin Development Company 1 3) All Shingles must be applied in strict accordance with manufacturer 's for reasons of theft or damage due to vandalism or weather to materials or ��rL L D ► 0P_E� 0 N �1 Z 1 1 ) Erect inte-ior and exterior walls so as they are plumb , straight , free of 9 deviation to plan , and square within a tolerance of 1/8" in any dimension. latest printed specification by an authorized installer. equipment left unprotected. The subcontractor will be responsible for pro- Attention: Vlad Voytilla Lection of materials and work performed b other trades. ) 4) Roofing to qualify for protection under manufacturer ' s 20 year warranty for • P Y 2 Framer to allow a 14# unobstructed clearance between studs far 4) By submitting Shop Drawings , Product Data, and Samples , the sub- installation of optional medicine cabinet at each bathroom wall adjacent this product . Ob1NER SUPPLIED PROVISIONS contractor represents that he has determin.red and verified all to vanity mirror. i materials , field measurements , and field construct ion criteria 5) Subcontractor to supply to Tualatin Development Co. , Inc . manufacturer ' s Tualatin Development Company will be responsible for and maintain the related thereto, or will do so prior to the start of work, and that written warranty upon completion and prior to payment . proper operational function of the following: he has checked and coordinated the inforrndtion contained within such DIVISION 12: WINDOWS submittals with the requirements of the work and the Construction -- 6) Color to be Highland Brow- per manufacturer 's standare color selection . 1) Temporary toilet facility Documents. Section A - Sliding Windows , Fixed Windows , Patio Ooors f 2) Temporary water supply for construction purposes. 3) Temporary light and power 1 ) A11 sliding windows , fixed windows , and patio doors to be aluminum , frame as _DIVISION 17: SIDING MATERIAL 4) Tempe'rary heat, as and if required DIVISION 03: PERMITS AND FEES manufactured by Milgard Manufacturing , Inc . , or equal , per the following 5) Job a 'fice with telephone ant; space for storage of all eons-ruction documents„ Section A - Building Permit schedule and sired per plan. Section A - Siding Sliding Windows 1100 Series 1 ) All exterior siding --o be /tiIx 8"A C-RNM edar bevel sid;ng• It will be the subcontractors responsibility to provide any and all necessary 1) It will be the responsibility of Tualatin Development '_c� �'I-�a>1� to Fixed Frame 700 Series n equipment , tools, materials, skilled labor, etc. required to perform and obtain and pay for all required permits and governmental fees , unless Patio Doors 450 Se,- ies 2) Siding to be pre-Stained prior to installation. satisfactorily complete all work relative to their particular division of otherwise provided In the contract documents. T^ work specified in the construction documents for this project. 2) All windows to be double insulated . M DIVISION 04-05: r OMIT 3) All windows to be " finish per Milgard Manufacturing, Inc, • `�� MEASUREMENTS specifications. Section B - Cedar Trim 1 Before ordering any material or perform dny act of work specified in the 4) Provide tempered glass as required per code. 1 ) Provide SIS2E grade or better Western Red Cedar siding and placed pere- construction documents, all subcontractors will verify and approve all field DIVISION 06: CONCRETE FOUNDATION plan . measurements relative to their division of work for his project. Section A - Structural Concrete 5) I�:YI-,v 1-'O��> D�� I�Oi��ti'- UNI't'e-, �a�l�j �. ',���.� 2) Trim to be painted per division k34. It is the sole responsibility of the subcontractor to notity the project field superintendent of any deviation Lound between drawings and actual 1 ) Provide all cuncrete foundation walls , footings , and piers reinforced O field conditions prior to execution of work. and sized per plan. All concrete will be const ru-:;ed so as to not ' r exceed Jimensional tolerance of +/- 1/8'' in any measurement and poured It shall be the assumption of Tualatin DeveIopmtsnt Company that the level and true so as not to exceed a tolerance of +/- 1/8" with respect DIVISION 13: EXTERIOR DOORS subcontractor approves field caDIVISION 18: OMIT ,ditlons upon the commiiencement of work. to the specified grade. Section A - Metal Entrance Doors Tualatin Development Company will not allow any extra charge or compensa- 2) All concrete forms will be clean well , prt-pared and supported . C;)ncrete tion on account of differences between dimensions indicatsd on drewings and shall be sufficient) mechanical ) vibratee during DIVISION 19: GARAGE DOORS Y Y g pour to assure a con- 1) All common foyer entrance doors to be X208 actual field conditions wlthout authorization prior to start of work. sistant homogenous mixture throughout . Therma-Tru as manufactured by Lake Shores Industries of Toledo, Ohio, in - accordance with manufacturers latest written specifications and sired per 1 ) Provide 9 0„ x 7 0 1/4 sectional overhead Roughtt•x woodyr,ain flush panel 3) All concrete used shall be either premixed or transit mixed with a plan. garage door as manufactured by Crawford Door Company ,I n .y,�u,t„ Oregon , or equal compressive strength of 2500 p.s. i . at 28 days. 2) Doors to be installed with torrision hardware . 2) Entrance doors to be equipped with inswing style sill with threshold and 4) The subcontractor shall se responsible for proper staging and placement completely weatherstripped. of all bolts , connector! , anchors , and other related hardware . Sub- 3) i:xterior of doors to be painted , interior of doors to receive one creat of contractor will protect all concrete from s wood sealer . p premature drying, vandals , 3) Doors shall be equipped with self cloy'.ng hinge freezing and harmful effects of weather. , 4) Exterior of doors to be painted per division ;r • -� DIVISION 20: OMIT + r!�`." t '*_y�F .'w •�..bg.k-,J,�we A+^'.a,., r .... .. .. _ 4 r III 111 III III III III III I f III III III I 1111 III III 111 Ill III III III III III III I I I,I{ III� IIII I I Ili III III I I I I I Il . ! II 111. 111 II.I I I III 111'111 111 II! III III I I �. .. .- il . �� - NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO II oII flllllllll ZIIIIIII�IIIIIIIIIIII IIIIIIIILIIIIIIIII �I.IIIIIII I I I I VIII 1111111 I I IIIIIIIIIII III I'II I I I VIII II I I V-III Illrr. I1t1r1 l I IIIIIIIIIIIIIIIIIIIII IIIIIIIN all I II I�IIt fit IIII I�I rllllllllllllllllTlll 111111 III III IIIIII IIIL�IIII IIIIIIIII Ill i jIllml III�IIIIII IIIIIIII! 11111QUALITY OF TW ORIGINAL L 2DWIZ L ► 1L II I r I u, II IIIIiIIII IIII�III , MAY' . 22 11990 -40. ` , ,,..' , 1 w , .� s -♦ �/ 1111"'l .4•Tp• . • ort,•�ofR{ "� ,a�•tV `tyrs ",• ry . ••tiit�, �mw,5.% "r+ , 7"+r} town"I/'�lr.�. ••r -,,. �1 h«tNt••••r.r...•.. ,,.,. •.r,r , .,,.,,�. 7. DIVISION 21 y WIRING Section B - ttatt Insulation Section A - ElectrIL.al 'aitlno1 t 1 ►r o v i d t all halt t t type I n s u l a t i ores with K r a f t backing a s shaven on drawings DIVISION 34: PAINTING AMA HALL COVERING VIVISiON 3a - r------_-�••------: MIRRORS i HARDWARE- and specified her•ain. 1) Pruvide eIv,. Lrif.aI Sy•,tem as shown „r, dre.,rin(F!, and spec ifird terrin , Seetidn A - Interivr Painting Section A - Mirrors c"n'1,l4ty in pla tested, •jnd t,tlrratin; 'I V cessarlly 2) All insulation to c I with •. t� �, S•t• a , ^C I .., f n but not nN cxnp y State Code Re ui re 5 `. "��y• ,`\ q nients for application 1 ) Paint to be ,� ,. LE� `_ 1) 5/16" float glass mirror free of defects . • 'n'Itrt7 to all service , brt•akei {,•Int• Iti nPtrr fear , ,cutlets , SwitChe`, , Shown on drawings . \� ` IlgtltS trt, Ibs and *Irrntj rec,ulrci , &jet ►1' r11l• t1. ! I,,, JI t.'Jdor ' 3) All interior common wall to be insulated2) Colors to be soler ted from fnanufai tower ' s standard selections . 2) Edge' to be polished . ? ) 1 ;5 AMP r,e !u h 11': AMF adnet dad 125 AMP tiw�v ,rQ . with 3;' thick rwlntral wool bates . w, G Mt%ur1'i" J 3) Kitchen and bathrooms - 1 coats seeii -gloss enamel . )) Size and location per plan . '' `1' If�r/�_1" '�'UJr.`r G'rJ G• iJr/QMI IJ � _ F,_•�; + � !,.t,�Jk!-Illi`- r 41 All exterior wall cavities to be Insulated with F18.•ryras Batts . 3) Furnish and ,n�lal I all b•./t ►,rtarn, vent /I lght rn,'at 01 I t ,, e 4 u I red . - 1 dwisa r attune N'f4:0 err r.- ' S) Vahor barriers to be placed toward hsateJ side of wall . 4) All other rooms coat iatex low sheen enaweI , Set.t ion B - Har 4) ' zt} {+ly arrt•xe :1e( e( t„r � , lr,cated firer plan . Use Fiberglas Section S - Exterior Painting 1) Door hardware to be kwikset Grecian 6) sill seal under all common ll and exteric,r wall sole plates at foundation wall , f `� S) Wife and tor,nctt ,ill d;,l I per Man . I ) Exterior siding to be stained with rAILLF,p, seml •tiansparant stain t) wit entry doors to be keyed w/tw' keys per unit . Tries to be stained with r111L(.. rZ_ heavy body stain �� �` 1• 7) Ccrmrun / lcx,r /ceiling assemritllies between units to b , Insulated with 3j” 6+ Prov itis 11U v . c irt-I,,II far Clotl,rs x11 yrr jnd i20 v . j0afnt' cIIC ,,, t for mineral wrlul beets between floor julsts in a continuous manner So as to h'''it ►''� '•1`, I,•cJtr'' fire r ;elan. nut allow open voids for cuund trans/rittsnce . ;) light tirt �rre� DIv , slor, loses , 2) Siding to be predipped stained prior to installation „s I ,•PC . i lb he8) Provide R-30 Fiberglas batt insulation In all vaulted ceilings 3) Garage doors to be painted matching body color . 4) Provide grand master key accessabit t( all cc,nmN, foyer -, and all units. `1 Deliver to pruJec.t superintendent o) it;ht swi t,he$ t be ^,cl..'rteJ 36' above f inish f i,,x,r e/,ceot as per plan Sect Ion C - Hlown- In Cei I ing Insulation ct,vr vanities and 4, tchen counter . 4) Entry doors to be painted tr►e trim color. A1 t, S) lyrdwart at a.rh t.ftsl tt+ be 7 •iii � t Ier , L•� rF V! a: tr' S .1t1 i • ar t les to be rrruuntid I ;' ab<,ve i inish f I,,.jr . 1 ) Provide all blown- in cel I ing insulation located per plan . Section C - Wall Covering t 10) 1' ,til 1 ur,e sinq!r. (,F 1 rear reelf eacr, garage, ra 1 - 30„ c ir tont towel bar surface mount A 'IJ CAP JNI`r ApT-4Lv'{GEr ������ �' E 2 ) Insulation to be either Fiberglas or Cellulose and she have a minimum ill r w' Ir ►t,r 1.x1 , �• .t H'i'rer rn. h •;,,r ,l,Je , value of R- 30 and a minimum depth of q” 1 ) lath well covering to be selected by pu"chaser and installed by sub-contractor . 1 - Chrome roll toilet tissue holder - rrze', .eti mount P) Prepare all bathroom walls for wall co`rering, 1 - Pressure fit shower rod (at all tub/shower enclusures) 7 Sett ion 8 Tm• lephu>ne Fvin itr . 3) AiI Insulation to ccxnply with State Code Fe� tlirement for a I'iCation 1 - Obscure lass showier dt►c,r 1.1 1 S DP 2) Stairway fovsr to be wall covered , in grasscloth . Saiectitxl to be 9 Awe zlI shower- stalls) hi wvn on p I a ns . by T.�.C. xSlCa'sP� tA�\jCr Mfc P17' I) Fr, „ Ido• J) trlht,rt irrrvrrrrs ,•r► ti►Iit Cr+nvlr[r• awl ,_,tn•rdblr l �t_aferl 1"u•r ! an . . 4) Provide baffles at eaves to prtver-t disF,ursal of insulate. . mus tclmae r option bath hardware d DIVISION_ 35: FINISHED HARD SURrACES Tub/Shomwer enc losu, a sfp/.ier dt.r',I , ",o,rtxne f r ame ll It'r `.•eolith !1 - Moi SturI. P ItectiOn - �1 1'r',• � llrw � 1i,/ ' � ' �'n� fit-'' tin , t ...,rTtl)IC' P illi; u,,,'r'ab!E• , located pf'f pldtl . ttt�edlClne Cabinet Section A - High Pressure laminate Plastic Countertops 1 ) Pruvide (� h'11L {-,real �/t7Q , vapor barrier under all interior conc 'ete ? vlJr Cr',rrt•. 1 tr- Ic•1„ slrrn ,In1P•nn.i ;,rr hnllrtlny I,uatFtl in ' ►.t attic arra , 6) Provide Self closing �;,rirla iiitlyrs at t.+lh unit el�try . ; r 1 abs (-,n ,:rade . 1 ) Provide high pressure laminate plastic countertops at all kitchen counters and ` { •It ►r tri- , ; % , � rrrwire• tc Gr » I ►e•d stilt . t I , to this antenna , vanity tops , per plan. Itilson Art and NevartNr are acceptable Ir,anufacturers I 31 i'rov , :. ,,,n , ,,jll br• ,sae f.,r fuIuie T , r , catt1e ti: each unit . l ; la, v<ip/.r b.lrr ;t•r edges a In:nimt,r,l r,f 1 � '• (Furmics brand laminate will not be accepted) . DIVISION y CARPET r ; '� A%F"L;6 I `,el, tIun E't Dt,. r (r„••,,. StLtiun E - Later Proofing 2) Colors to be selected from manufacturer ' s sIandard selections . Section A - Stairway Foye( Carpet I -I 3) No full dec k seams w i I 1 be a Y l owed . 1) Provide . uJV_ i`L/NTU9 AL 1 ) F'ruvtVr 1 dcx,r , hI -,r end ;,,,sh but tun pr'•t Ln I t . 1 ) Provide thrQugtl coat of sprayer) e••y., 1 sl f . ,•,t ,ss;,nal t it, CcslTf;x,und T(� trot ex►et' �rrr Side of all fuunrlation wall , ad ;ate•'t to tarty r,ac ► ' iI1 , 7) t -cate . hirit ,r,r ,Ind transformer per elan 4) All Countertops to 6avej4edging. 2) targe( LO Lite Instal led over 411 uf . Hair Jute CC,mt,lrl•Jl Itln par', 21 Allow to :7ry ctxnt)lrtely I-1101' to Dackf i I I t� 3) (•, if;fe to -be N.,tone rl.B- 14 , o, equal . Section 8 - Tile Backsplashes Section 8 - Unit Carpet 41 ush t,ut ;un tcl ne Nutune pb -81 lighted v, it n,lnre;,latP , r,r equal . DIVISION i ): NfATIWG AND Alk Lf,NDITI ?NING 1) Provide 2 rrll.s of glazed j” square ceraric elle dt all hacksrla;hes in hitcher+ I ) Provide• equaI tirwr_ Series I, it man factored by Frans/dlack. (CC frt�t.il•v...� - _ 1e --- - _ - - - _ _ and bath. s4 5) Locate pushbutt(;ns at eattance do,-)r per plan Section A Electric 2) Tile to be Maple Pattern Series manufactured b Fiol1 Gilbert Company , b 111 Y Y y , or equal 2) Color to be selected frurD manufacturer standatt� seltii Inns , �--, I ) Pfuv1de electric heaters in each bedrewrn ate corn 1 3) Colors to be selected from* manufacturer 's standard selection . 3) Carpet to be installed over 5/8'' reix,nd pad , Uinited Foam or equal . J tested , and operable . P , in place , 4) Tile to extend up wall to microwev'e oven at range . Sect ion E - Seiurity System 2 1 EIt•ctrlc heaters to he .r , . ' with r DIVISION 40: LANDSUtPIN6_t_FENCING DECK RAILING _ _.. .t _. remote thernll,stat. ic cul,trol mounted on was 1 . Section t - Vinyl Flooring and Base i ) Section A - Landscaping 31 Units to be sited by supplier dnd location verified with Design DeparLmarnt i) All vinyl flooring to be Armstrong Sundial or equal . Pattern and color to be I .%ala[ to 1yeveloprment Ce-,mpany , at the T ir,e of bid sutrr i tis Imes • selected from manufacturer ' s standard selection . Refer to plans and spec ) f icat Ions prepared by others. 2) Sec ; icon H - Moat Pump 2) lase to be 4" rublt;t,ar type of complementry color with vinyl . Section B - Fencing • 1) Provide through the wall Zone? ine -n heat pump as manufactured by General 1 ) Provide tenting for Privacy st.rren , trash can r_nclosures , etc . , per pial Electric: Company . Model #A3B785DJAl_ with GrilIE #RAG45CT10 (Dark Maple) 2) Fences to be constructed (,l s , dinq . Appl '. ens to fra-liewrlrl. of 1x4 tails , Ilk FLOMB 1N(; lK its to be located per Flan i's roty h framing c,pen Provided. 4xr s presser treated D. F . Pots . I ) riovide all plumbing systems ati shown on plans an,1 specified herein , complete 3) Posts to he placed minimum J0" below grade and sup;xtrted by concrete in place , tested and uprlatinof per state and local cozies . DIVISION r 28-: GYPS L--IM DkY-WALL . -` - ----- --'- • section C - Deck Railing 2) S �ttftly fixtures per schedule : I ) All gypsum wallepard to be of type and thickness per plans and specified herein. 1) Provide deck railing per plan. .�' Gallon .�,.�• 2 ) All ceilings to be machine brocade finish except et Cathruonrs and kitchen . • ''� v r :.'.W: , Water Heats t State !•.V .: - V?`or egwl . „ Kitchen Sink r, 31 All walls to be spray textured except at bathrooms and stairway foyer . DIVISION LIGHT 'FIXTURES ,� / �j,l � D Iz� It CUTOUT �I 11"x14 stainless steel sink P!5 q~ 20 Gage Elkay ICR 2521-3 . WEIY �� ?EV ! �G%A,?. GLS i) Prepare bathroom and stairway foyer walls far walkover- Section A - Purchaser Option Fixtures ' Water Closet F 510 (' o0LE12 tat-MONS -� 5) All windows to be wrapped fill 1,.I J Ally!1. I/ , A'JC•� err r; i) Purchaser to select fixtures for V,01rJvl�-�nr� AN:� ' 'T Y MFGt t � � t, J. � �. r~ Ira �.-t..L.•r..vlat�,_� i=2ar�1' lighting supplier 's showroom. _� Section D - hail Dox Stand Lavatory CUTOUT i/4 6) Cei 1 ings at al-I laver units to have S 6 41; / gYps{mrn wallboard installed over 1) Supply mail box stands of tylf and location per plan . K2I �iO k_ S Al t� G .r�1pr�F� resillert metal chanels (/RC- 1 ) attached to floor Joists . At areas with 2) Suggested aillowances for dining rocas fixture is $100.00 and $40.00 for entry. 2) (A ►� LpX STAr.I 2.vlt�- OVAL SHAPE framed soffits attach p „�pPIIEOL� v•5 f �, _�tf�t- r 9YPyum. wail board dlre�tlY to furin9. Seat (,EMtS ?X)0-5 Plast ic , color 7) 5) �--EL-J L—' , 1 ,Nl .i I��1[ft.L- AT F`0;Z-k4ASEiz S �I21-L-r lcbs. , to match water closet . or � I DIVISION 22: MASONRY FIREPLACES1#arr� 111; s�� I eft. eop ; DIVISION 37: APPILIANCEs Tob/Shc►wer D-6 by Dura Glass , ,Z,�,q{ � r •rti�r� ��,� 7�Hc-�UR vJp,c1_' ) I) 5 �.�[� -r{l�E� rC:" r-� . tiic GVll1 �� �C�IU�L - 1) Al fireplaces to be Masonry sited per plan . swat t tett+ A' - Illy 11 der S upp I i ed App 1 i anc e s color t o match American Standard - !lane. IF IG• �• ( 48" Shower r 1) All kitchen appliances to be 1944 Madel year General Electric or equal per y .,-4 or S-5 by Ours, Glass. 2) Brick colors to 4e specified by T.D.C.T,D.C. Design Departt�sRt. -- schedule. Color to match Meer i can rt, Standard - OIV1610N 30: ¢- liNDl I , T. t, Dishwasher GSD Bone. t "' '` Ol"ass i cFc /1•::� �11 ' t• r` Ir Ron" JSP-27 i / r 3) All control devices as follows: ;x Micro Wave Oven JVM ;So•YIVISION 31 : FINFSM MATERIAL l� T , r t• r.. t 0 E iL1 M K'T (2 P e,-_I G" '10 ►� Ut i I itY SuPPIY 08-2 s Grp- . `"•--`---"-"" Tub/Shower rtb36 WS Delta Or I642 Section A - Millwork _ manufacturer �l 00 Guy r 2) Calors to be selected from standard manufac r r ' s colors . T h• ,t Kitchen 3) WaSUr/pryer units to be Frigidare ,�110CM Delta. i' " I II I I � , ,- � Lavatory /522 WF Delta. 1) Base and casing to be 2 1/411 Colonial prefInish d, `---�-- - ii - - - —_ i t'�It 3 s 3 Fetreti ` -Z-0-p �orl3AIIto be chrgtre finish , except laundry supply. ' I-ejOtltJ 3� ; E-�rF��ID(c'_ ��IT`� r !J(jL.Ul�s • `�� �`"=_a Pi.•iJ M Ib Fr-47>;" _—_. P t•�t I tJc t.0 v��. 'DIVISION 2 3: �� '1' i i FClin ` l� I C>N l3 - I►J T!' I��(Z �71 f'11 .SNI. �.� I it ett ,__- -� t e r _____!-•L•-te t, I e 1 K,18r. 1 t '� fAck J N l i — ' -tet , _.n,__.. --T_ I� 1='�Ds/I[� 11`II ErG- t�:.� t•.I(JC�1.-'' `J1�^Ir'_ r ,'•,�� I��1••.: r'��t� �7"-�L� �E'•"f"IT {t•-�•>"' ,I, DIVISION 24• OMIT 6Y Ll x_[ DIVISION -E-C;, F k--I u`l 2 S: ON 1 T C�_-�, - _. �) F"►1J I�� �» 1��I r n'E� � r�I L.L_►r�U K � ' ' __._ listQ � r�IZov��I-�c�T P� ter '17I - .,,.• 3� :4 , DIVISION 26 TM'EWL AND MOISTURE PROTECTION- w � �'� . 12 1') -- -- _ , ' ' �J I• :rr.t _T_ _ �` �w Section A - Rigid insulation • ISI V I!71 b��� ?�� ' ��>I tJ�'('-� - - ___._—._..__ n l /(/ 1) Provide all elgld Instillation l ' ` •,�. K -, , --- - • ��• Party �t /AtJnA1►tIQA wa11j• � ' 'r yt ,[�r7„"t TCI«� .,' , 1 Y • 'f � t rl f) A - G '. -L11�)?`•��-r!7 - - ._.__._ L iqr't „/ran t� I• 2) All Insulation to CoatplY with State Co* koNlrojentS I 4alanct- , .nn t,. ri shown on /►lana. - r gip ut)yna I� '✓�I�r-� r r (f pr:: ,h.- d I =>�JJ FLS( 2 r ---- - F w t� .''• *r .I `�, .' I F ' 1 C 17I— I ' d' • �� • • •I • , y I t, ,, ' UpnRy AN U MELT M L� ►� ITIS a F D E w E - -- - i , I N F ,t I 5) Insulat Ivn + iAi-Y F'L.d►U"� sJA'�� Pi�C�I.�UG I�N`F" '_I,(zS 1�r�'Clf�s/N�,I�_)1 A/i'.r�'./_'i ,(w.� 1, ,r' I — I 'In-lit , �t,�,►11''�e ` • '�` 1 j . to t►ava • wtletlwtwt thickness i t;Iw� �j r._L.��I i1�t� �lf-'CtYIV l%� WCI 'll✓ I r'r 'r ur, ,. ► .r' j '111 t•� •' 1 }� ' y w �' • 1' .. �. ° - 1iA611JETZ ro t-►ate d '' I h Fit ' t ,• ., .1, �,/ /�`_.l,'I�GiI � ILS '�Ci ^r'r•7 r..`WII ` U `�'�li _.-- - I i. .. a r -',, -1•,r 1, f.' s1 , • �•' ' r ' ! ► ' is, •c%fY'fi - � LAr� J i �,*r .,,T ► _ ._ 4; iV•SS t1 41 p rr • , :. R , 4 >AII , - ii„ i ligr,lc,t ier x1104 ',/ `�.',��t r' ,,1 ..►,• ,• ','�I r' r y t�'. ••� .h. it 1 It r Rete_s ,! k y��► i/ - • l , , ,ut,1l, —_ ---------- ,-_ _.-___. - --?���-� •� ' '�.T ti •t' r. •r '/ '•, I ' , –I t•'. .,'t► i dnv+ ,Fr , 1 T ' I ,r. 1,ar Ir• •�.t(A. f),• •'t •/, ' I' .r, r' . 1 ' . + • , r h i 1. 1 l IOht01 ie !1104 I. �� �i t i' ` 1 I ► .. �• , 1 t� �' _ 'I. , 1,• -, I 1s, ,r�r '�:4; ,+ r i �. t ' 1•J, •' ", `l r,r r t Lim, I 1 ! 1 A-14 Nutune s r ,� r rf, + � h f1► �.♦ 7 '• 1• . '� ,:. ,sty '� t , (Recce•_.. . �, >K • ) l4 r,•, . f'' ` :t l ��� 1. �r 1,.`�. W' i.'.1!' • • • -' ' -- ! I 1 t .u i,t, -: . ,a. l ,i>� i i f•t� ,�� ► `rr. l , tt il- li.. ,) : � __. _ � yFy►, t k;�'X�,rl►1:'. ,, �' t t�*' V,iy` h1 r�tib ''(j'�1., '�:` ,y'tf►,►•�f rt rl. ternbe ,�5a w 3950 R11 sow aITTrt1�T ? - P.S. Brunk r.T' �+.�s�! j ,r , wa yr' ':'' '•'sH w. .,s r ` Or + • , litv ` - - • `�_ „�'- III+Ili IIIIIII IIIIIII VIII I IIIIIII VIII I IIIIIII Ilillll IIIIIII IIIiI I IIIIIII VIII I IIIIIII I� I�I I IIIIIII VIII I I�I�I I IIIIIIIIIIIII1IIIII I I IIIIIII I�IIIII IIIIIII III I I _ "'-"`����� JJ I �.. b + NOTE: IF THIS MICROFILMED 1 I �r I J 4 I I--v � .-- 1 DRAWING IS LESS CLEAR THAN --- — THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINALI Z L Z Z 4Z ►Z L Z ZS Z 8t I t G T t t l i i i i t i 8^ 8 L 9 19 1: S Z ���� ����I� �� r I� � ► ��� � � � � �� � II���,III►� ��� IIII�DRAW I NG. MAY ►IIrIII . 1 � �t� � � ����I���� ����I��u ����I��uI����l���fl�ull���� u �I�I�II I �,I Iulliil ���II� III�IIIIir1li�IlllIIIIIIIIIIII�IIIIIII�III� uII I►IIIIIIIII IIIIIIIIIIII►IIIIIIIIIIIIIIIIIII� I►III IIIIIIUIIIIIIIIIIIIIIIu�IIII►IIIIIIIIII , ' 19 9 G► 22 ' . � 1 t, • �i "Tkl1CTURAL NOTES NAILING AND CONNECT ION SCHEDULE IVE LOADS 'IINIMUM NUMBER OF NAILS FOR WOOD HEMBLRS ROO - - - - - ----- ----------- EXCEPT AS NOTED ON DRA F• WINGS__ ?_5 L.BS. PER 511. FT.(SNOW BUILD UP LOADING AS PER SFAO CONNECTION C0440N SNOW LOAD ANALYSIS) FLOOR------------- -------------- -------- 40 LBS. PER 5O. - WIND-------------------------------------U. B. C. BASIC 25 LBS. PER SQ. FT. STUDS TO PIATLS - ENDNAIL. 2-16d SEISMIC--- --- --_ -- ------ -- -- - - -- U.B. C. ZONE: II 1979 EDITION OR - TOE: NA) i_ 4- I0d J' FOUNDATIONS FOP PLATES J& 130TTOM PLATES - SPIKE TOGETHER Iod @ 8" ^ r 1 FOUNDATION SIZES ARE BASED ON A TOTAL LOAD BEARING SOIL PRESSURE OF 2000 LES. PER SQ. FT. - LAP & INTERSECTIONS 4-10d EACH ;iot JOINT :1 2. FOUNDATION ELf:VATION SHOWNARE TO BOTTOM OF FOOTINGS AND ARE BASIC BID ELEVATIONS. FLOOR JOISTS (ROOF JOISTS) (CEILING JOISTS)- TO PLATi�S OR BEAMS - TOE NAIL 3-lOd 3. ALL FOOTINGS SHALL L,,[ FOUNDED ON FIRM UNDISTURBEf1 ORIGINAL. SOIL . 2-10d BLOCKING - nII Q 4. ALI. FOOTINGS SHALL BE A MINIt1UM OF 1 ' -6" BELOW FINAL GRADES OR l ' -0" Bl-LOW �LXIST i" TO PLATE TOE NAIL BLOCKING TO JOISTS - FACH IL 2-10d --- GRADE, WHICHEVER IS LOWER. 5. ALL DISTURBED SOIL SHALL BE REMOVED BY HAND OPERATION FROM FOOTING EXCAVATION TO BRIDGING TO JOISTS 2-)Od NEAP LINES. CORNFP STUDS I Od 0 12" 0.F .h. BOTTOIM OF FOOTINGS SHALL BE STEPPED FROM ELEVATION TO ELEVATION AT 2' 4" HORIZONTAL 2y LAMINATED BEARS 10d @ 11 T 8 B STAGGERED TO 1. ' -0" VERTICAL STEPS OR SHALT- BE SLOPED NOT TO EXCI-ED 1 VERTICAL 10 4 HORIZONTAL WHEN APPROVED BY THE ENG[rJEER. PLYWOOD SHEATHING 1/2" INDEX 32/16 ;QR) (1)1 . ROOF SHEATHING 5/8" INDEX 32 16 (.. CONCRETE - CAST IN PLACE AT EDGES OF EA"H SHEET A BLOCKING; & WALT S 8d 0i 4" U. C. AT INTERIOR OF SHEET m 3 10" O.C. •� 1-. -1-L1- C(INL'R�Tr-SH L DEVELOP A MIN10UM 28 DAY LABORATORY CARED CUt•1PRESSIVE- CYLINDER AT BOUNDARIES OF ROOF 3d ? 4" O.C. STRENGTH OF 2500 P.S. I . FOR FOUNDATIONS AND INTERIOR SLAL'S ON GRADE (1 3000 P.S. I . FOR OTHER CONCRETE EXPOSED TO ELEMENTS 2. I:IOOR SHEATHING 5/8" INDEX ;1/16 j MI►iIT4UM OF 3 CONCRETE TEST CYLINDERS SHALL BE PROVIDED FOR EACH 100 CU. YARDS OF AT EDGES OF EACH SHEET, BLOCKING R WALLS Jar. ra 4" O.C . EACH CONCRETE STRENGTH. CYLINDERS SHALL BE TESTED AS FOLLOWS: I DAYS; 2 ? 2f3 DAYS. AT INTERIOR OF SHEETS Rd !' 8" O. C. r 1 ' AT BOUNDARIES OF FLOOR 8d 4" O.C. l+ :i. CONCRETE CYLINDER AiiD TESTING SHALL :,ONFURII WITH ASTM SPECIFICATIONS. A(>PLY li4" 0 CONTINUOUS BEAD OF 3MG314 CO(JSFRUCTION ADHESIVE TO TOPS OF r�L! JOISTS , I 1 4. CONCRETE, FORMS, MIXING, PLACING AND CURING SHALL CONFORM TO ACI MANUAL OF CONCRETE PRACTICE , 1976 EDIT IO"J, AND SPECIFICATIONS. BLOCKING AND PLATES I14MEDIATELY PRIOR TO PLACING PANELS. � 1 I + l 3. IJAL1. SHEATHING 1/2" INDEX 24/0 AT END UNIT GABLE x BLOCK ALL EDGES WITH 2 4 FLATS END WALLS ONLY Ll AT EDGES OF EACH SHEET TO STUDS, ` BLOCKING & PLATES ___�__ _ - 8d (� 4" U. C. 10d @ 3" O,C. C-1 LIGHT MtTA+_ PLATE CONNECTED WOOD TRUSSES AT I"JTERIOP OF EACH SHEET----_- 8d P 10" O. C. 10d @ 8" O,C. 1. -1 US5E5 SH7LL1. C Mf'LY ITRU. .C.-79ANDARD NO. 25-17-79 AND ALL PROVISIONS OF THE AT BOU('!IARIES OF UALL 8d 0 4" O. C. . 10d @ 3" O.C. + 7 DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES OF THE TRUSS I PLATE INSTITUTE TPI-78 EXCEPT AS OTHERWISE NOTED. 1 /2" (jYPSbM SHEATHING COARD -11 ;)A. z 1 3/4" X 1/16" 14EAI.) b" O. C. J Z. ALL TRUSS AND COMPRESSIVE MEMBER STAY BRACING AND CONNECTIONS SHALL BE MANUFACTURED BLOCK ALL EDGES WITH 2 x 4 FATS 01A11,19,ND PT. GALS' . NAILS BY AN APPROVED MANUFACTURER, 0 ALI. STUDS , TOP & DOTTO1.1 PLATES & BLOCKING 6" O.C. 3. MEMBERS SHALL NOT EXCEED A LIVE LOAD DEFLECTION OF L/360 OR WORKING STRESSES FOR THE -; APPROPRIATE MATERIAE` UNDER A TOTAL LOAD OF 40 PSF FUR ROOF MEMBER. 1/2" GYPSUM WALLBOARD 5d COOLER NAILS U A � 4. TRUSS MANUFACTURER SHALL FURNISH COMPLETE ENGINEERING SHOP DRAWINGS WITH REGISTERED BLOCK ALL EDGES WITH 2 x 4 FLATS 6" O. C. � .. PROFESSIONAL ENGINEER'S SEAL. SHOP DRAWINGS SHALL SHOW CLEARLY ERECTION PLAN AND 0 ALL STUDS, TOP & BOTTOM PLATES & BLOCKING 6" O.C. � JALL STAY BRACING FOR TRUSS COMPRESSIVE MEMBERS AND REQUIRED CONNECTIONS. 5. ALL CONNECTION PLATES SHALL DEVELOP THE FULL STRESS IN MEMBER WITH A MINIMUM TRANSFER 5/8" GYPSUM WALLBOARD 6d COOLER NAILS I)1 AT ANY MEMBER OF 2000 LBS. AND MINIMUM SIZE OF PLATES OF 3" x 5". BLOCK ALL EDGES WITH 2 x 4 FLATS 6" O.C. 6. CONNECT ALL TRUSSES TO SUPPORTING MEMBERS WITH 1-SIMPSON H1 CONNECTION AND 3 - 10d @ ALL STUDS , TOP & BOTTOM PLATES & BLOCKING 6" O.C. TOE NAILS UNLESS OTHERWISE SHOWN. 7. DOUBLE JOISTS UNDER MECH. UNITS UNLESS OTHERWISE SHOWN. OTHER WOOD CONNECTIONS MINIMUM_ SIZE AND MAXIMUM SPACING PLATES TO CONCRETE FOUNDATION WALL; 5/8 0 x 10 A. BOLT @ 4' -0" O. C. GYPSUM WALLBOARD AND SHCATHING BOARD_ PARABOL)- CONCRETE ANCHORS l 1 . ��YP�UM W�CLLMARD SHALIC CONF� M TO ASTM C36-15. � 2. GYPSUM SHEATHING BOARD SH,41_l. CONFORM TO ASTM C19-75. 5/8" 0 x 8 1/2" @ 4' -0" O.C. 3. GYPSUM WAI `BOARD, SHEATHING, BOARD SHALL BE APPLIFO OOT l STAGr;Fk1.D t ,,Ip LAG BOLI INSTALLATION: PRE-DRILL HOLES FOR t.AG THREADS i/2" 0 BOLT = 3/8" 0 HOLES NAILED AS 1',rP 'JPECIFICATIOI'k; A111) STRUCTURAL NAII_IN(: :)04 Dl1Ll . 5/8" 0 BOLT = 112" 0 HOLES I FRAMING LUMBER 3/4" 0 BOLT = 9/16" 0 HOLES , SOAP THREADS OF LAGS IMMEDIATELY PRIOR TO INSTALLING WITH WRENCH ONLY. F.- Tl--T PAR!NG L.UM( FR ')HAL► CF WESTERN WOODS GRADED TO STANDARD WFSTE:RN LU'1BER GPADT,g,, CONNECT ALL BEAMS AND JOISTS WITH SIMPSON HANGERS TO DEVELOP STRENGTH OF MEMBERS. ARLES X80. PROVIDE STANDARD PLATE WASHERS UNDER HEADS OR NUTS OF BOLTS BEARING ON WOOb. I A. EXTERIOR WALT. STUDS I NO. 3 800 OR STI .1D GRAL)F ) Fbl 385 l E i ,50o,UU11 I E. INTERIOR WJ}.l t- 5111pS GENERAL---_ j STAJI)AP!) OR 13I_�TTER } Fb o00 I . GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS. OR STUD GRADF ) Fc - 385 1 - SHOP DRAWINGS SHALL BE REQUIRED ON REINFORCING STEEL , TRUSSES, AND SHAIL BE REVIEWED E 11500 ,000 PRIOR TO FABRICATION. C. JOISTS NO. 2 ) Fb _ 1250 3. FIRST FLUOR SHiALL BE P►RMANENTLY ATTACHED TO WALLS PRIOR TU BACKFILLILJG AGAI'JST Er STRUCTURE. 1 ,�0+),OOn 4. THIS STRUCTURE SHALL. BE ADEQUATELY BRACED FOR 14IND OR EARTHQUAKF FORCES UNT:L THE D. SEAMS ROOF AND WALL 'UNITS HAVE BEEN PERMANENTLY ATTACHED THERETO. NO. 1 ) Fb = 1350 5. ALL CONCRETE JOINTS SHALL BE ROUGHc TEXTURED WITH 2X KEYS AT CENTER OF WALL') AND I Fcj - 385 SLABS. CONTRACTOR SHALL OBTAIN STRUCTURAL ENGINEER'S RFVIEW ON DETAILS OF ALL E 1 0011,000 CONSTRUCTION JOINTS PRIOR TO CONSTRUCTION. 6. GYPSUM WALLBOARD IS USED ON THIS PROJECT FOR BRACING OF THE STRUCTURE. CONTRACTOP I E. POS FS NO. 1 TO PROVIDE ADEQUATE BRACING UNTIL ALL GPYSUP1 WALLBOARD HAS BEEN APPLIED AND FULLY i ) Fb = X511 E = 1 ,200,000 NAILED. F. BLOCKING, PLATES & BRIDGING _ STANDARD )P BETTER Fb 600 OR STOU (,RADC ) Fc ,L = 85 E - 1 ,�0O,00n CONCRETE REINFORCING STEEL ALI MEMBERS 3X OR LESS (LEAST DIIIENSION) SHALT_ BL MAXIMUM 1'' "IUTEEL ISTURE CUNTEIJT. 1 .~ -ALL R"1NFORCING SFOR CONi;RIFE SHALL CONFORM TO U. B. C . . 3. I'."nVIUE SOLID BLOCKING (SAIIL DPETN OF ;•1EhlBFR) AT ALL POINTS �)F DEARING AND 1 x 4 AND ASTM A615 GRADE. 60 IOR ALL . SFA')�JARpS N 0 26-4- 16 8' -0" O. C. +1AXiF1UM. All REINFORCING STEEL SHALT_ DE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WI FH 4. ALL PLATES AND LEDGERS IN CONTACT WITH CONCRETE OR MASO'412Y SMALL B1 PRESSURE ACI DETAILING MANUAL 315-80. j TREATcD. LEDGER MAY (tE SEPARATED FROM CONCRETE OR MASOARY W 'TH 30 LB. ASPHALTIC FEL' . A. ALL REINFORCING STEEL SHALL BE ACCURATELY ANE) SECURELY PLACED. DOUBLE ALL ,.JOISTS UNDER ALL PARAII_EL PARTITIONS' '3. FOR NAILING SEF S('HR. REINFORCING SHALL NOT BE (31i1T OR LDULE ANO ORAWItiGS. DISPLACED FOR THE CONVENIENCE OF OTHER TRADES UNLESS APPROVED BY THE STRUCTURAL. ENGINEER. .J PLYWOOD SHEATHING (:. MINIMUM COVER FROM CONCRETE SURFACES TO REINFORCINGST EL SHALT. DE : E Q 3" + 1/2" TO BOTTOM OF FOOTING 1 • r LL 'LY1JOt7D SQATHI,,r: SHALL 13E CU GRADE, UNLESS OTHLRIII'1 SHUh'�, WITH EXTERIOR GLUE �y iIANIJfACT"URE D IN ACCOPDANCE WITH PRODUCT STANDARD PSI-74. 2" + 1/4" TO EARTH FACE OF WAIL �{ A. ROOF SHEATHING 1/2" OR ;/8" INDEX 32/16 � Q�� B. DECK' S I" + 1/4" TO INSIDE FACE OF WALL = 3/4 ' INDEX 48/24 T & r, - C. FLOUR 51/8" INDEX 32/16 2" + 1/-" MAIN STEEL BEAMS AND COLUMNS L f J. WALLS 1/2" INDEX 2410 2. PLYIiUOD SHEATHING SHALL BE LAID WITH END JOINTS S'AG , � 1/4" SLAB TO TOP AND BOTTOM SUR�ACCS I� 3. BLOCK ALL WALL SHEATHING +dITl4 2 x 4 FLAT BLOCKING'AT F. 1 A+l ALI BARS A MINIMUM OF 36 JIAME i ERSC E X PT AS OTHERWISE NOTED. 4. NAIL AS PER SCHEDULE AND DRAWII'Ji;S. E 5. LAY OUT PLYWOOD TI) ELIMINATE ANY WIDTH LESS THAN 1 ' -0" . O �� BRICK j T. ALL BUILDING BRICK UNITS SHALL BE 2500 PSI UNITS CONFORMING TO U.E.C. STANDARD C ' NO. 24-1-79 GRADE SW, TYPE r'BS. 2. ALL MORTAR FOP BRICK WALLS SHALL BE U.B. C. TYPE "S" 1800 PSI COMPPESSIVE STRENGTH AT 28 DAYS LITH THE FOLLONING PROPORTIONS: CEMENT - 1 PART LIME - 3/4 PART MAXIMUM SAND - 4 PARTS MAXIMUM 3. ALL MOPTAR SHALL BE MIXED BY MECHAN'CAL MEANS AND PROPORTIONED BY ACCURATE MEASURE,AENT. SHOVEL MEASUREMENT WILL NOT BE ALLOWED. 4. PROTECT ALL MASONRY UNITS STORED AT J09TTE AND ERECTED FROM THE ELEMENTS. 5. USE STANDARD CORRUGATED BRICK TIES AT 16" O.C. EACH WAY. NAIL BRICK TIES TYPICALLY TO 2 .x 4 STUD WITH 1 GALV. lOd. ' ' I I I}Ell I l l l l l l I l (l 1 1 1 lull . ;III Ill 1) 1 I� I III Ill III J ! �4] III lIII!III lI5II 111 lIII�III�'I.__�1�^,IIll iII l DRAWING IS LESS CLEAR THAN 12 NOTE: IF THIS MICROFILMED 1 � '.""'�*�*���► THIS NOTICE, IT IS DUE TO _ 11 THE QUALITY OF 1HE ORIGINAL (Tl - - - 8 -- ----� DRAWING. 1� L 8 9 ► Tzii, � ��IlllllIIIIII Iilirlll 10CMAY 22 ) 1 ;190 o14