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Plans BUP2012 - 00213 r,''T Ga t� �. '_ I 12 INGDIVisION TIGARDm=TUALATIN SCHOOL DISTRICT mahlun""' 1 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 TIGARD HIGH SCHOOL (206) 441w4151 OFFICE I D (206) 441-0475 FAX SOFTBALL FIELD- HOUSE IMPROVEMENTS 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 2 24-091 8 FAX PERMIT / BID SET c I � 9 - -- ------ - - -------- ------ ----------- ------ C, -- - ----- - --- ---- -- ---------- - - -- 1 3804 ABBREVIATIONS SYMBOLS GENERAL NOTESSHEET INDEX PROJECT TEAM F�z4 GREGG A.S WART ________,_________,__ L___.____________________-------_________ ______.__________ __ ..------------------- .-------I--- AB ANCHOR BOLT JAN JANITOR � 11 LEVEL NAME 1. WORK MUST COMPLY WITH APPLICABLE CODES AND ORDINANCES IN FARCE AT TIME G-001 COVER SHEET PORT ,0 SOON ACT ACOUSTICAL CEILING TILE L LONG OF BUILDING PERMIT ISSUANCE. A-101 FLOOR PLANSOWNER LEVEL 01 LEVEL MEA 2. READ, UNDERSTAND AND COMPLY WITH ALL APPLIGABLE PROVISIONS OF THE TI TI L 1 T 1 T ADDL ADDITIONAL LAV LAVATORY A-102 EXTERIOR ELEVATIONS6960 SW AFF ABOVE FINISH FLOOR MAS MASONRY 100`-0„ CONSTRUCTION DOCUMENTS FOR THE PROJECT. SA � - ELEVATION A-103 WALL SECTIONS, DETAILS ALUM ALUMINUM MAIL MATERIAL 3, UNLESS OTHERWISE NOTED, PLAN DIMENSIONS SHOWN ARE: Tf 97223 ANDD ANODIZE(D) MAXMAXIMUM PLAN -AT INTERIOR PARTITIONS: TO THE CENTER LINE OF STUD (TO THE FACE OF STUD) (TO TACT: C HU PROJECT MANAGER APPROX APPROXIMATE MECH MECHANICAL NORTH THE FACE OF FINISHED WALL MATERIAL) 503.519.7505 ARCH ARCHITECT(URAL) MFD MANUFACTURED -AT COLUMNS: TO THE CENTERLINE OF COLUMNS BD BOARD MFR MANUFACTURE(R) I -AT CONCRETE OR CMU: TO THE FACE OF CONCRETE OR CMU f 1 A .ASS Cf T S F TIE ,G BITUM BITUMINOUS MIN MINIMUM, MINUTENORTHA -AT EXTERIOR WALLS: TO THE FACE OF STUD (TO THE EDGE OF SLAB) (TO THE FACE OF BLDG BUILDING MISC MISCELLANEOUS FOUNDATION WALL} 1 L BLKG BLOCKING MO MASONRY OPENING 4, PLACE DOORS NOT LOCATED BY DIMENSION ON PLANS SIX INCHES FROM FACE OF ( 1231 T, SMITE 102 BM BEAM MTD MOUNTED ADJOINING PARTITION TO HINGE EDGE OF DOOR OPENING. PROVIDE 18°MINIMUM BO BOTTOM OF MTL METAL CLEAR FROM FACE OF ADJOINING PARTITION OR OTHER OBSTRUCTION TO STRIKE PORTLAND, 97209 BOT BOTTOM NA NOT APPLICABLE ROOMJAMB EDGE OF DOOR OPENING, UNLESS OTHERWISE NOTED. NOTIFY ARCHITECT IF 1 503.224.4032 OFFICE G CHANNEL NIG NOT IN CONTRACT ROOM NAME E E REQUIRED CLEARANCES ARE NOT AVAILABLE i TACT: GREGGSTE A TPROJECTARCHITECT CB CATCH BASIN NO NUMBER E 1 5. PRESERVATIVE TREAT ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY AS GF/Qi CONTRACTOR FURNISHED; NOM NOMINAL ooaoa ROOM NUMBER � GSTE ART AFIL�1 .G OWNER INSTALLED NTS NOT TO SCALE REQUIRED BY CODE. GG CORNER GUARD OA OVERALL FLOOR NUMBER 6. FIRE-RETARDANT TREAT ALL WOOD BLOCKING AS REQUIRED BY APPLICABLE CODES. STRUCTURAL F CONSULTINGENGINEERS CL CENTERLINE OC ON CENTER 7. SIX DIGIT NUMBERS AT DRAWING NOTES (09 26 00 GYPSUM BOARD FOR EXAMPLE) GLG CEILING OD OUTSIDE DIAMETER REFERENCE RELATED SPECIFICATION SECTIONS IN THE PROJECT MANUAL,THEY ARE ENGINEER1 1 1 FIFTH AVENUE, SUITE 2500 TI I L GLR CLEAR OF/CI OWNER FURNISHED; - ELEVATION NOT INTENDED TO ASSIGN WORK TO SUB-CONTRACTORS. ALL ITEMS ARE INCLUDED IN TLA 97204 LLFIELD-HOUSE CMU CONCRETE MASONRY UNIT CONTRACTOR INSTALLED 0'-0"AFF SURFACE SFa TEL VATI(� SCOPE WHETHER OR NOT A SPECIFICATION REFERENCE IS CITED. ®3.227.3251 OFFICE COL COLUMN OF/01 OWNER FURNISHED;OWNER - 6. DO NOT SCALE DRAWINGS. GONG CONCRETE INSTALLED CONTACT: I U ITE CONT CONTINUOUS OH OVERHANG 9. VERIFY ALL DIMENSIONS, EXISTING AND NEW CONDITIONS ON THE JOB BEFORE ERIK. US ITE .0 CONTR CONTRACT(OR) OPH OPPOSITE HAND DETAIL NUMBER PROCEEDING WITH THE WORK, COORD COORDINATE OPNG OPENING A CALLOUT VIE 110, NOTIFY THE ARCHITECT OF ANY DISCREPANCIES NOTED AMONG OR BETWEEN THE 503.764.0522 DIRECT GPT CARPET(ED) OPP OPPOSITE A-50 CONTRACT DOCUMENTS, OWNER-PROVIDED INFORMATION,SITE CONDITIONS, 9000 SOUTHWEST DURHAM ROAD CT CERAMIC TILE ORD OVERFLOW ROOF DRAIN DRAWING SHT MANUFACTURER RECOMMENDATIONS, OR CODES, REGULATIONS, OR RULES OF TIGARD, O 97224 DEMO DEMOLISH, DEMOLITION OVHD OVERHEAD NUMBER JURISDICTIONS HAVING AUTHORITYPRIOR TO COMMENCEMENT OF ANY PORTION OF DET DETAIL PL PROPERTY LINE THE WORK. DF DRINKING FOUNTAIN P M PLASTIC LAMINATE - -- ---------------------- ------ ------------------ ------ DIA DIAMETER PLWD PLYWOOD DETAIL NUMBER 11. THE CONTRACT DOCUMENTS ARE COMPLIMENTARY AND WHAT IS REQUIRED BY ONE IS Sbv- 'i I I' A i DETAIL L iffE BINDING AS IF REQUIRED BY ALL. VICINITY MAP ---- ------------ DIM DIMENSION PT PAINT, PRESSURE TREATED DN DOWN PVG PAVING A�502 12 PROVIDE REPETITIVE FEATURES NOT INDICATED IN THE DRAWINGS EVERYWHERE THAT ---------__--------. -_-_--- --_- -------.,---- - 0 13 - DS DOWNSPOUT R RADIUS, RISER DRAWING SMT THEY OCCUR AS IF DRAWN IN FULL. NOT ALL OCCURRENCES OF A FEATURE ARE DWG DRAWING RB RUBBER/RESILIENT BASE NUMBER NOTED IN EVERY CASE, = s; ", N FALL TRADES FOR ALL OPENINGS AND ROUGH-CUTS THROUGH ' N t ; . 7€. E EAST RCP REFLECTED CEILING PLAN 13 CONSULT PLANS Q _111-11,1111 s.,` F" _� PIPES CONDUITS CABINETS AND CITY OF (I `. RD ROOF DRAIN ROAD SLABS,WALLS, CEILINGS AND ROOFS FOR DUCTS, < . ,�,., m„ " >,3. � 31: to - - v .A.... ............. EA EACH Al DETAIL NUMBER EQUIPMENT AND SHALL VERIFY SIZE AND LOCATION BEFORE PROCEEDING WITH R 1, , EL ELEVATION READ REQUIRED Q Crrtt y: 1 ( Approved � , Aber t ,5r , ELECTRIC AL RM ROOM A-201 EXTE ffJ ELEVATI WQRK. .. ,' ; , ': ELIC G f ) i M n e Follow..� ����R��� �� H OPENING _ ,,,' .. :: '' :.,'3� ,; i "a. .., ! " ELEV ELEVATOR Ra ROUGH DRAWING SHT 14 VERIFY ALL ROUGH IN DIMENSdaNS REQUIRED FOR EQUIPMENT, INCLUDING THAT ,::'„ , . P11 ENGL ENCLOSE URE S SOUTH ' L s _< 7 7n ENCLOSE(URE) NUMBER FURNISHED BY OTHERS, PRIOR TO PROCEEDING WITH WQRK. fir 7r. tt r - t fi e 4-:1- ...' a EQ EQUAL SGHED SCHEDULE1111 ., 31 EQUIP EQUIPMENT SF SQUARE FOOT(FEETAd) s Q ( DETAIL NUMBER ' cap EW EACH WAY SHT SHEET11113 hta � z" 11 1w SHTHG SHEATHING v: , EXIST EXISTING Al UIL I EGTI / � 5 A St. EXP EXPANSION SIM SIMI R _ .< ., T , : < �0 , x r� rl A " A 310 ;v ,1 Vplans EXT EXTERIOR SPKLR SPRINKLER DRAWING SHT11 ALL SECTIO f : : 1� € r ;' , site, FD FLOOR DRAIN SQ SQLIARE NUMBER _1 I x"x: r� .I I b job H . SS SANITARY SEWER STANDING FDN FOUNDATION Ali;t -m-_ itV ;` ; FEC FIRE EXTINGUISHER CABINET SEAM DETAIL NUMBER . w ' , „3 , . ;' FF FINISH FACE SST STAINLESS STEEL t r� , 1-1 < , 21 ".._ I 'llr FH FUME HOOD ST STAIRS, STREET INTERIOR ELEVATIONIff, T OFFICE COPY A24 A4 , � s��; FIN FINISH (ED) STD STANDARD A-210IM I Wood, � % � � �� FLR FLOOR STOR STORAGE DRAWING SHT l .��w F'- A9 �.St 11 "WIff - ------- NGRETE STRUCT STRUCTURE AL NUMBER FOC FACE OF Ca ( ) SW a .,... ._.. W r 9 rt MARK C�e0.TE DESCRIPTION A31 . F0F FAGS OF FINISH SUSP SUSPEND(ED) ;' ;,,:. tN�� @ FOM FACE OF MASONRY SV SHEET VINYL T4 � , I10 ISSUE DATE: 10.30.2012 FOS FAGS OF STUDS T TREAD :- � t "" FRMG FRAMING TB TACK BOARD VIEW NUMBER t ! ' ' 21� ISSUE: PERMIT/RID SET �9. .� FRTW FERE RETARDANT TREATED TFF TOP OF FINISH FLOOR ° 1 1- Ii r, WOAD THRU THROUGH ` 11 I VIEW NAME �RA�flIING �LGCl� TITLE FT FOOT, FEET TMPD TEMPERED .-.. ,.:�< I 1, g 11 r, 11 I (7D . � � I I 'll � � � �.,`.... 2012921.00 FTG FOOTING TOM TOP OF MASONRY 1/3°- 1,_0„ '�' - PROJECT: z GA GAGE TYP TYPICAL100,11 F --------- - � ; , - GALV GALVANIZED,GALVANIC LION UNLESS OTHERWISE NOTED ( ` ' j i w 1 � � ,. ---------- Jm GAR GARAGE UTIL UTILITY VIEW SCALE ' "`" a r,1 �: , �+ �.� �_ - BRF��dIV EY: -111 GB GRAB BAR GYPSUM BOARD VEH VEHICLE ----------._- CHECKED BY: GS cv L :.e, . I`t ,, - . ' .. �"�„'” .'..: ''" =`�,-I '.':I ,-", COPYRIGHT MAHLUPh ARCHITECTS,INC.2011 ORIGINAL SHEET SIZE:F4"x36" .'', GG GENERAL CONTRACTOR VERT VERTICAL11 - 11 , to GL GLASS VRFY VERIFY ���,.- — - ARGHITEGTURAL REVISION `� .;: GYP GYPSUM VIF VERIFY IN FIELD 1 REVISION NUMBER r$ �� a . , v x ( y A COVER SHEET H HIGH W WEST,WIDE,WASHERf"I $per `� HB HOSE BIBB W/ WITH HC HANDICAP W/Q WITHOUT11 �;. �� h 4 'y: „ :: - -1111 ,..„ is ET �.,,":, `: A111s .: HDW HARDWARE WG WATER CLOSET : '111i ,\­,:'­' .. Amu", 3 :� ", DOOR NUMBER .:, '' >� __ " HM HOLLOW METAL WD WOOD, WOOD DOOR ���R 111 F11 r .... �1112 \, R HORIZ HORIZONTAL WDW WINDOW14 DOOR/ROAM \..., _� tT i'go _. o �� ' HR HOUR WR WEATHER RESISTANT,WATER 11 ,, I ; . '.,' ng , __ DESIGNATION �._�, ' - 3 _� 1001A .- � * ,�, � � c; HT HEIGHT REPELLENT I - ; .. F HVAC HEATING,VENTILATION,AER WSCT WAINSCOT �� �:. fT - CONDITIONING11 Y i i', .. ., y„ ''„ IBC INTERNATIONAL BUILDING . - �� �,' 0 - I HT �� : DE 6 0 (LING HE G CO CE CEILING. �, PLAN ��,��� .. . � e h�,.. ,. a �.. INCL INCLUDING ED .., ; z� ..:r z m INFO INFORMATION N, �z. .... ' R� r ,� 4v d �� � �, , < r : v, a r, �" � � .. ,. INSUL INSULATIONw�� E1:. . ".: Kerr ' , 11 __ _....... 7.. a v i F� , ` r� -�? .> ,.. ,....:.,�; /"". ... ,, moo. , , I M�­' , -, 11 . � .� �� �n ': ' ' __'__,� � INT INTERIOR s gyp( L "(n3G ,aFP `�,,.Z. c„ <i3r /- b 1 6 C�d'i ^.;� 111� w�, �,�",/_111'_ I Gm001 Ao1 ASSE�II�LY , , C4 � 11 11 - x.x ,r� i, a �z> I 1, - 11 A I I I 1 2 3 4 5 SPECIFICATIONS 09 68 00 Tile Carpeting A. Manufacturer. Shaw Contract Group,shawcontractgroup.com mahlum 0130 00 Administrative Requirements: a. Others by substitution A. Submit for review for all materials B. Materials: steppin out collection,bon jour EW24 as manufactured by Shaw Contract Group (A-102 a. Product data a. Style number: 59411 b. Shop drawings(where required) b. Fiber: 100%P.E.T. Polyester A4 B4 c. Samples for Selection c. Construction: ribbed thermal bonded, needlepunch modular 71 COLUMBIA I FLOOR 4 d. Samples for verification d. Pattern: 4.7 mm A-103 e. Weight: 35/0/oz/square yard SEATTLE WA 98104 0610 00 Rough Carpentry f. Pile height:4.0 mm (2 06) 441-4151 OFFICE A. Wall Sheathing: APA Structural I Rated Sheathing, Exterior Exposure Class,and as follows: g. Total thickness: .291 inches a. Span Rating:24/0 h. Total weight: 88.0 oz/square yard (206) 441-0478 FAX D B. Treated Plywood: Comply with requirements of AWPA U 1 -Use category System for wood treatments i. Secondary Backing: eco-wont 085313 VINYL WINDOW D determined by use categories,expected service conditions,and specific applications. j. Dye method: solution dyed a. Preservative-Treated Wood: Provide lumber and plywood marked or stamped by an ALSC-accredited k. Color: Selected by manufacturer's full range of colors. 1231 NW H OYT SUITE 102 testing agency,certifying level and type of treatment in accordance with AWPA standards. C. Accessories C. Fasteners and Anchors: a. Sub-Floor FillerA; White premix latex;type recommended by flooring material manufacturer. NEW DOOR TRIM- PORTLAND OR 97209 a. Metal and Finish: Hot-dipped galvanized steel per ASTM A 153/A 153M for high humidity and b. Adhesives: Acceptable to carpet tile manufacturer,compatible with materials beign adhered; maximum VOC EXISTING DOOR AND (50 3) 224-4032 OFFICE preservative-treated wood locations,unfinished steel elsewhere. of 50 g/L;CRI Green Label certified. CASING TO REMAIN D. Wall Sheathing: Secure with long dimension perpendicular to wall studs,with end over firm bearing and D. Execution (503) 224-0918 FAX staggered,using nails,screws or staples. a. Verify that sub-floor surfaces are smooth and flat within tolerances specified for that type of work and are ready C EXISTING CASEWORK E. Soffit Vent: Continuous,galvanized metal to receive carpet tile. A-103 REMOVED, PAINTED& b. Verify that sub-floor surfaces are dust-free and free of substances that would impair bonding of adhesive REINSTALLED M AH LU M.CO M 06 20 00 Finish Carpentry materials to sub-floor surfaces. REMOVE EXISTING 09 90 00 PAINT ALL 04 A. Wood Trim: Cedar species, rough sawn,maximum moisture content of 6 percent with vertical grain,of quality c. Remove sub-floor ridges and bumps. Fill minor or local low spots,cracks,joints,holes,and other defects with CARPET AND REPLACE W/ EXPOSED FRAMING AND suitable for opaque finish. sub-floor filler c ----- 09 68 00 CARPET PLYWD SHEATHING,TYP m Q d. Install carpet file in accordance with manufacturer's instructions and CRI Carpet Installation Standard. 07 25 00 Sheet Waterproofing: e. Cut carpet file clean,fit carpet tight to intersection with vertical surfaces without gaps Q - - A. Shelf-adhesive HDPE waterproofing membrane, Bituthene 4000 as manufactured by Grace Construction f. Lay carpet file in square pattern,with pile direction parallel to next unit,set parallel to building lines ---- Products. g. Fully adhere carpet file to substrate. B. Provide: Bituthene 4000 on Primer B2,Bituthene Protection Board and Hydroduct 220 h. Trim carpet file neatly at walls and around interruptions ---- C. Install per manufacturer's recommendations. 09 90 00 Painting 07 25 00 Weather Barriers: A. Follow the standards of The Master Painters Institute(MPI)'s Architectural Painting Specification Manual. This ---- A. Provide on exterior wall under exterior Gadding specification establishes minimum quality requirements for the performance and selection of painting materials. B. Use ASTM D 4869 Type I asphalt impregnated 15#felt. B. Manufacturer: Sherwin Williams,low VOC C. Weather Barriers: Install continuous barrier over surface indicated,with sheets lapped to shed water but with C. Provide all paint and coating products used in any individual system from the same manufacturer; no exceptions. - - seam not sealed. D. Provide Premium Grade systems(2 top coats)as defined in MPI Architectural Painting Specification Manual. EXISTING ROOF BELOW D. Self Adhered Flashing E. Exterior Paint Systems: - - a. Thickness:40 mills a. Dressed Lumber and Siding and Soffit: EXT 6.3A Latex;OiVAlkyd Primer MPI#5 or#7, Latex b. Water Vapor Permeance: Less than 0.015 perms per ASTM E-96 MPI#10, 11, 15 or 119 c. Minimum Film Tensile Strength: 4,000 pounds per square inch per ASTM D-412 die C Modified or ASTM b. Two colors, base color and trim color ---- D882 Method A. F. Exterior Paint Systems: ____ Cl. Puncture Resistance: Minimum 40 foot pounds per ASTM E-154 a. Dressed Lumber and Siding and Soffit: EXT 6.3A Latex;Oil/Alkyd Primer MPI#5 or#7, Latex e. Minimum Elongation to Failure: 85%per ASTM D-412 Die C Modified MPI#10, 11, 15 or 119 ---- f. Manufacturers; WR Grace&Co: Product-Perm-A-Barrier Aluminum Flashing,Henry Company; b. Two colors, base color and trim color Product-HE20OAm-Metal Clad Weather Barrier,others by substitutions. G. Interior Paint Systems: ---- C a. Gypsum: INT 9.213 High Performance Achitectural Latex: Latex Primer Sealer MPI#50, HIPAC Latex _ _ 07 46 46 Fiber Cement Siding: MPI#138, 139, 140 or 141 A. Horizontal Siding made of cement and cellulose fiber formed under high pressure with integral surface texture, b. Exposed wood structure: INT 6.3A High Performance Architectural Latex: Latex Primer MPI#39, HIPAC ---- complying with ASTM C1186 Type A Grade 11. Latex MPI#138, 139, 140,Or 141. ____ ID d C B. Texture: Match Dug Out Siding H. Preparation: Prepare surfaces as specified in MPI Architectural Painting Specification Manual. Correct defects and C� f� C. Thickness 5/8",nominal dean surfaces which affect work. Remove or repair existing coatings that exhibit surface defects. ---- D. Length and Height: 6"exposed a. Exterior Surfaces to receive opaque finish: remove dust,grit,and foreign matter. Fill nail holes with tinted3904 f� E. Finish: Factory applied primer. exterior caulking compound. Back prime concealed surfaces before installation. ____ A4 W GREGG WART F. Panel Siding Manufacturers: James Hardie Building Products Inc: www.jameshardie.com. Others by substitution. I. Use applications and methods best suited for substrate and type of material being applied and according to ---- A-102 G. Installation. Install in accordance with manufacturer's instructions and recommendations. Use trim details manufacturer's instructions. indicated on drawings.Touch up all field cut edges before installing ____ P D, EGON H. Pre-drill nail holes if necessary to prevent breakage. 09 96 00 High-Performance Coatings ____ 0 I. Do not install siding less than 6 inches from surface of ground nor closer than 1 inch to roofs patios,porches,and A. Provide complete multi-coat system formulated and recommended by manufacturer for the application indicated. � other surfaces where water may collect. B. Tnemec Company,others by substitution J. 0 J. Soffit Panels C. Materials: a. Same as Siding except smooth finish and lengths up to 120 inches, nominal and width up to 47'/inches. a. Epoxy Coating: Two coats,water-based epoxy,and gloss finish. b. High-Build Urethane Coating: Three coats,exterior steel coating system moisture-curing polyurethane, 07 62 00 gloss finish A. Sheet Materials c. Primer: as recommended by coating manufacturer for specific substrate. UPPER FLOOR PLAN NORTH a. Galvanized Steel: ASTM A 653/A 653,with G90/Z275 zinc coating; minimum 0.02 inch thick base metal. d. Epoxy-Urethane Coating b. Pre-Finished Galvanized Steel: ASTM A 653/A 653M,with G90IZ275 zinc coating,minimum 0.02 inch i. Zinc-rich urethane,Tnemec 90-97,2.5 to 3.0 dry film mils. thick ii. Shop surface preparation SSPC-SP6 1/4" base metal exept where noted,shop pre-coated with PVDF coating. iii. Field surface preparation SSPC-SP3 c. PVDF(Polyvinylidene Fluoride)Coating: Superior Performance Orrganic Finish,AAMA 2605;multiple e. Intermediate coat: High build polyamide epoxy,Tnemec Series 66,4.0 to 6.0 dry mils. coat,thermally cured fluoropolymer finish system. Color as selected from manufacturers full range. f. Finish coat: Acrylic polyurethane enamel,semi-gloss,Tnemec Series 73,smooth finish surface,2.0 to 3.0 d. Accessories: Fasteners to be the same material and finish as flashing metal,with soft meoprene dry film thickness washers. g. Color: Match Architect's sample. TIGARD-TUALATIN D. Preparation: Prepare surfaces as specified in MPI Architectural Painting Specification Manual. Correct defects 07 90 05 Joint Sealers and clean surfaces which affect work. Remove or repair existing coatings that exhibit surface defects. SCHOOL DISTRICT A. General Purpose Exterior Sealant: Silicone;single component,low modulus. Color to match adjacent finished a. Exterior Surfaces to receive opaque finish: remove rust,dust,grit,and foreign matter. surfaces B. Product: Dow Coming 795 Silicone Building Sealant manufactured by Dow Comings: www.dowcoming.com 32 31 13 Chain Link Gates A. SubmittalsA-102 TIGARD HIGH SCHOOL 08 5313 Vinyl Windows a. Product Data: Include construction details,material descriptions,dimensions of individual components A4 A. Performance Requirements and profiles,and finishes for chain-link gates. A-103 Ba SOFTBALL FIELD-HOUSE a. System Design: Design and size components to withstand dead and live loads caused by pressure and b. Chain-link fabric IMPROVEMENTS suction of wind acting normal to plane of window. c. Gate posts and fittings b. Uniform Structural Load: Uniform Structural Load Test at 150%of Design Pressure. Test shall be d. Gates and hardware. conducted in accordance with ASTM E 330. e. Vinyl Strips c. Water Penetration: None,when measured in accordance with AAMA 502-08 using a uniform static air B. General: 11 feet,provide fabric in one-piece heights measured between top and bottom of outer edge of selvage 32'-0" 9000 SOUTHWEST DURHAM ROAD pressure difference of(Product rating dp x.15 x.667)psf. knuckle or twist. Comply with ASTM A 392,CLFMI CLF 2445,and requirements indicated below: d. System Internal Drainage: Drain water entering joints,condensation occurring in glazing channels,or a. Hot Dipped Galvanized Wire Fabric: ASTM A 392,Type 11,Class 1,9 gauge wire,and not less than 1.2 oz. TIGARD, OR 97224 migrating moisture within the system,to the exterior via a weep drainage network. zinc per square foot. B. Manufacturers: b. Mesh Size:2 inches B a. Basis of Design: VPI Quality Windows,Endurance Series www.vpivAndows.com c. Selvage: Knuckled at both selvages. b. Silver Line Building Products Corp: www.silvedinevAndow.com C. Design of gate to be provided by fencing manufacturer: B c. Others by substitution a. Top Rail galvanized,size as required ----- C. Components b. Tube or Pipe Thickness:Schedule 40 a. Windows: Extruded,hollow,tubular,ultra-violet resistant polyvinyl chloride(PVC)with integral color; c. Comply with ASTM F 654 and the following factory fabricated;with vision glass,related flashings,anchorage,attachment devices,Super Spacer,and I. Type: Double swing steel frame tubing. applicable weather stripping. D. Hardware: Cane Bolts and Locking Butterfly Latch and galvanized hinges. b. Performance Requirements: AAMA/WDMA/CSA 101/1.S.2/A440 C30 minimum E. Follow ASTM F1043 and ASTM F1083co c. Configuration: Sliding sash. F. Finish Hot-dipped galvanized i i c14 Cl. Color:Adobe G. Provide vinyl screening strip,color as selected from manufacture's full range. m e. Fasteners: Grabber guard pan head fiber cement screws with grabber guard coating or flat head H. Gate Installation: Install gates according to manufacturer's written instructions,level,plumb,and secure for full stainless steel screws. opening without interference. Attach fabric as for fencing. Attach hardware using tamper-resistant or concealed f. Blocks: 80 durometer neoprene. means. Adjust hardware for smooth operation and lubricate where necessary. Q p g. Drainage Shim;Gutter Guard nylon mesh. Ik=___ ri D. Glass:Single pane,clear, %inch thick. E. Hardware: Manufacturer's standard,locking F. Fabrication a. Fabricate framing, mullions and sash members with fusion welded comers and joints, in a rigid jig. u _ li Supplement frame sections with internal reinforcement where required for structural rigidity. DOWNSPOUTS TO BE b. Form sills and stools in one piece. Slope sills for wash. ___= i REMOVED AND c. Form snap-in glass stops,closure molds,weather stops,and flashings of extruded PVC for tight fit into REINSTALLED-TYP window frame sections. d. Form weather stop flange to perimeter of unit. _ e. Fabricate components with minimum clearances and shim spacing around perimeter of assemble,yet enabling installation and dynamic movement of perimeter seal. n - f. Arrange fasteners to be concealed from view. `�_ MARK DATE DESCRIPTION g. Permit internal drainage weep holes and channels to migrate moisture to exterior. Provide internal I EXISTING DOORS AND HINGES TO BE drainage of glazing spaces to exterior through weep holes. �I =___ � REMOVED AND REPLACED WITH ISSUE DATE: 10.30.2012 G. Execution32 31 13 CHAIN LINK GATES-SEE a. Verify wall openings and adjoin air and vapor seal materials are ready to receive work. =it ELEVATION FOR MORE INFORMATION ISSUE: PERMIT/BID SET b. Install window units in accordance with manufacturer's instructions. c. Attach window frame and shims to perimeter opening to accommodate construction tolerances and other STAIR STRINGER,TREAD, irregularities. ij=__=i� GUARDRAIL AND LANDING TO BE d. Align window plumb and level,free of warp or twist. Maintain dimensional tolerances and alignment with __ i SANDBLASTED&PAINTED W/ LL adjacent work. 09 96 00 HIGH PERFORMANCE PAINT PROJECT: 2012921.00 e. Maximum Variation from Level or Plumb: 0.06 inches every 3 ft.non-cumulative or 0.5 inches per 100 ft, �F= - DRAWN BY: JM whichever is less. f. Adjust hardware for smooth operation and secure weather tight closure. CHECKED BY: GS g. Remove protective material from pre-finished surfaces. ___= BATTING CAGE FRAMES TO RECEIVE h. Wash surfaces by method recommended and acceptable to sealant and window manufacturer;rinse and A4 COPYRIGHT MAHLuhI ARCHITECTS.INC.2811 ORIGINAL SHEET SIZE:24'x38' wipe surfaces clean. 09 96 00 HIGH PERFORMANCE COATING A I. Remove excess sealant by moderate use of mineral spirits or other solvent acceptable to sealant ____ A-102 A FLOOR PLANS manufacturer. EXISTING CONCRETE PAD TO REMAIN QN ry N C O O E .Q LL a SPECIFICATIONS MAIN FLOOR PLAN NORTH Al 12"= 1'-0" A "- '- " 1/4 - 1 0 fV N O 1 2 3 4 5 1 2 3 4 5 mahlum 71 COLUMBIA I FLOOR 4 SEATTLE WA 98104 (206) 441-4151 OFFICE D D (206) 441-0478 FAX 1231 NW HOYT I SUITE 102 PORTLAND OR 97209 (503) 224-4032 OFFICE (503) 224-0918 FAX MAHLUM.COM EXISTING ROOF AND A4 GUTTERS TO REMAIN A-103 REMOVE EXISTING PULL OPEN WINDOWS REPLACE W/08 5313 VINYL WINDOW --- 9'-5 1/2"R.O.VIF 9'-8"R.O.VIF 91-51/2"R.O.VIF ...................................... 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DOOR AND CASING TO REMAIN ------------ ...................................................__..._......_............ .._........ EXISTING FASCIA AND _..___....._ ,' ......._.._......_........_.............._................_..........._._.................. GUTTER TO REMAIN-PAINT EXISTING BATTING CAGE _.._............... ......_......_.._............_............_............._....................._..._..........._. WITH ACCENT COLOR CABLES TO REMAIN --._..... ...... \ _. _.__..................._.......................__......_... - -- - __._...__... ..__ _._. ... ....................................__..................._......_.............. _._. EXISTING DOWNSPOUTS TO BE ............ _..............................................ju ...... REMOVED AND REINSTALLED- __.._ .. .................._...... .........._.-__.__......_...__._.._.__........_....._... PAINT ACCENT COLOR,TYP .__........... .__. _ . __ —__.._........_......... — UPPER FLOOR _ UPPER FLOOR — ..................-............. ........ — — — — 12' 11 Vv — —12' — 11 EXISTING STAIR SUPPORT _.................. .._.___. ..._....__........._..... ..__ BRACKETS-SANDBLASTED& _.._..........._ ..._.............._. ..._......._................ .......___.._.. _ MARK DATE DESCRIPTION -- o PAINTED W/ --- 09 96 00 HIGH PERFORMANCE PAINT- STAIR STRINGER,TREAD, ISSUE DATE. - GUARDRAIL AND LANDING TO BE „, EXISTING DOORS AND HINGES TO BE 10 30 2012 REMOVE FROM WALL TO INSTALL _ . _. .A-.103..... ..._.... ........... SANDBLASTED&PAINTED WJ — REMOVED AND REPLACED WITH ISSUE NEW SIDING AND REINSTALL -------- -- .. .......--- 09 96 00 HIGH PERFORMANCE PAINT - - 32 31 13 CHAIN LINK GATES W/TOP PERMIT/BID SET LOCK PRIVACY SLATS ... .......-----._._......._--................._. ...._.. . -- BUTT --............_... - - - -..__....._........... --- - HINGES AT NEW GATESLV. PROJECT: 2012921.00 ....... ......... ........ .. ........... ._.... .......... _ --. .....................--........._ 06 20 00 WD TRIM --... o DRAWN BY: JM RAISE UP DOWNSPOUT ... -------—_-- ----_ _ AT CORNERS W/ OUTLET LOCKING BUTTERFLY LATCH ED BY: GS �" � ' CHECK ...... .. . ....... ..._. .. ... 09 90 00 PAINT _.. � COPYRIGHT MlWLUM ARCHITECTS,INC.2011 ORIGINAL SHEET SIZE:24'x36' ...................... ...... _...... �. - -- CANE BOLTS A REGRADE TO NOT SLOPE D5 ....... — A EXTERIOR ELEVATIONS DOWN TO FOUNDATION A-103 k MAIN FLOOR MAIN FLOOR 0' _ 0.' O' _ ofOff ca LOCATION OF EXISTING GRADE 1a s LL 0. A2 WEST ELEVATION SOUTH ELEVATION fV Am102N O 1 2 3 4 5 1 2 3 4 5 (E)ROOF JOIST 07 46 46 FIBER CEMENT EXISTING FRAMING TO (E)ROOF PLYWOOD SIDING W/ REMAIN I 09 90 00 PAINTJG (�l I (N)A35 CLIP @ 32"O.C. ' 07 46 46 PAINTED 0610 00 PLYWD SHEATHINGI I CEMENT SIDING FIBER (E)2X BLOCKING SEE A4/A-103 07 25 00 WEATHER 07 25 00 SELF ADHERED RESISTIVE BARRIER mahlum (N)SIMPSON CLIP FLASHING-LAP OVER FLAS + @ EACH RAFTER I 06 10 00 PLYWD SHEATHING- 07 62 00 CONTINUOUS I SEE A4/A-103 PREFINISHED SHEET METAFLASHING WITH HEMMED DI I 71 COLUMBIA I FLOOR 4 I 07 90 05 BACKER I 07 25 00 WEATHER I ROD AND SEALANT N I SEATTLE WA 98104 RESISTIVE BARRIER r� - -b- co � �t�< 06 20 00 WD TRIM- w-------- - (206) 441-4151 OFFICE (E)WALL STUD i'� eZ I PAINT ACCENT COLOR D `J•; I I a D (206) 441-0478 FAX DOWNSPOUT-PAINT ACCENT COLOR 07 46 46 1X4 FIBER TRIM •�."'`�* II 1231 NW HOYT I SUITE 102 (E)TOP PLATE �� '` CENTER ON WD TRIM �'' PORTLAND OR 97209 (N)07 46 46 FIBER CEMENT SIDING W/ •`{'-''r (503) 224-4032 OFFICE 09 90 00 PAINT 07 90 05 SEALANT *'•a• �` 4•-•- -• 'I D5 (503) 224-0918 FAX 0610 00 PLYWD SHEATHING- 'I I EXISTING FRAMING TO CORNER TRIM DETAIL SEE A4/A-103 ❑� REMAIN 3"= 1'-0" o MAHLUM.COM TYP. F RAM I N G DETAIL EXISTING DOOR THRESHOLD Q REMOVED AND REINSTALLED SECTION A WOVER NEW WEATHER BARRIER 11-011 (E)ROOF SHEATHING 08 5313 VINYL WINDOW �UP�PER,FLOOR v 12 11 (E)TOP PLATE EXISTING STAIR AND SUPPORT- (E)BLOCKING DETACH FROM WALL AND PULLED AWAY TO INSTALL (N)SIMPSONI WEATHER BARRIER-REATTACH LPT4 @ 32"O.C. (E)BLOCKING WINDOW HEAD DETAIL I C26"= 1'-0" 07 25 00 SELF ADHERED FLASHING I 07 90 05 SEALANT >< I ( C 07 25 00 WEATHER T >< 1><C1 i RESISTIVE BARRIER C (N)BLOCKING 08 5313 VINYL WINDOW EXISTING ROOF TO REMAIN 3904 -—_ Al W A. ART AS REQ'D SHIM AS REQ'D EXISTING FASCIA AND (E)WALL SHEATHING IL GUTTER TO REMAIN- A-103 DOOR T H R E S H O L D I� PORT 00N 09 90 00 PAINT TRIM rD1 06 10 00 PLYWOOD SILL W/ COLOR A-103 C5 3"= 1'-0" (E)WALL STUDr 4 4 09 90 00 PAINT - L' OF Ole 0 TYP. FRAMING DETAIL — 07 90 05 SEALANT ❑� ' SECTIONW31" B ,' NT ALL `i A' C2 EXPOSED F09 90 00 IRAMING AND ".•;:; I r=_= A-103 PLYWD SHEATHING 07 46 46 1X4 FIBER TRIM '�,;:`; I EXISTING FRAMING TO EXISTING DOWNSPOUTS 1-0 :•,., REMAIN TO BE REMOVED AND REINSTALLED-PAINT ACCENT COLOR,TYP 07 25 00 SELF ADHERED FLASHING I REMOVE EXISTING PULL TIGARD-TUALATIN "•�'; I I OPEN WINDOWS REPLACE W/08 53 13 ALUM WINDOW AB U3 SCHOOL DISTRICT •, II ;;j, •; I EXISTING CASEWORK REMOVED, 07 90 05 SEALANT I PAINTED&REINSTALLED TIGARD HIGH SCHOOL (E)WALL SHEATHING (E)4X BEAM 07 25 00 WEATHERij / I REMOVE EXISTING SOFTBALL FIELD-HOUSE RESISTIVE BARRIER I CARPET AND REPLACE W/ IMPROVEMENTS (E)FLOOR SHEATHING I 09 68 00 CARPET l - 61 06 10 00 PLYWD SHEATHING (E)H25A CLIP @ JOIST SEE A4/A-103 EXISTING FLOOR FRAMING A-103 9000 SOUTHWEST DURHAM ROAD 07 46 46 FIBER CEMENT TIGARD, OR 97224 SIDING W/ — _ _ _ _ UPPER_FLOOR 09 90 00 PAINT I I 12' - 11" B B -- -------------------- _ -- ------- - - --- o • WINDOW SILL DETAIL f.......... 62 EXISTING BATTING CAGE .!........ 6"=1'-0" CABLES TO REMAIN i - AT SOFFIT STRIP T 07 46 46 FIBER CEMENT I %' EXISTING FASCIA AND (E)FLOOR JOIST SIDING W/ (N)07 46 46 CEMENT 09 90 00 PAINT I ' (E)BLOCKING BOARD SOFFIT PANEL I REMOVE EXISTING SIDING GUTTER TO REMAIN-PAINT I � WITH ACCENT COLOR 0610 00 PLYWD SHEATHING- PRESSURE TREATED FOR I i 07 46 46 CEMENT BOARD PANELS FIRST 4'H-SEE A4/A-103 I 09 90 00 PAINT i 07 25 00 WEATHER I 09 90 00 PAINT EXISTING DOORS AND HINGES TO TYP FRAMING DETAIL - RESISTIVE BARRIER I BE REMOVED AND REPLACED WITH 07 46 46 CEMENT BOARD SIDING 07 25 00 WEATHER RESISTIVE BARRIER CHAIN LINK GATES-SEE 07 62 00 1/8"GALVANIZED MTL PLATE II INFORMATION ELEVATIONS R MORE SECTION 3 0610 00 1/2 PLYWOOD SHEATHING W/ 131 07 26 00 WATERPROOFING 10d COMMON NAILS @ 4"O.C.@ PANEL u- 3"= 1' EDGES&12't O.C. IN FIELD -0" MEMBRANE FIRST 4'H TO BE PRESSURE TREATED- c EXISTING FRAMING TO z PROVIDE BLOCKING @ ALL MARK DATE DESCRIPTION (N)SIMPSON LSTA18 REMAIN g UNSUPPORTED PANEL EDGES ISSUE DATE: 10.30.2012 (E)4X BEAM TYP REGRADE TO LEVEL m EXISTING WALL FRAMING TO REMAIN ISSUE: PERMIT/BID SET INSTEAD OF SLOPING DOWN TO SLAB — EXISTING SLAB i' I I III III III III III- TO REMAIN PROJECT: — EXISTING CONCRETE 2012921.00 —III III III III III y SLAB TO REMAIN j DRAWN BY: iM II—III III III III III- _ '°`2 CHECKED BY: GS N ' —III III III III 111 REGRADE AT SLAB EDGE A-103 COPYRIGHT MAHLUM ARCHITECTS,INC.2011 ORIGINAL SHEET SIZE:24'x36' EXISTING CONCRETE SIDEWALK II III III III III III- -IIIIII I I A WALL SECTIONS, DETAILS � A .- .. _ - • _ , ` MAIN FLOOR I �;.. 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