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<br /> �l(11A�0l�S � G�N,��L �0��� PF�.OJECT �P�CIFI�AT'It�i�S ..
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<br /> ta�A�'r'IN�s 5'ti't�oLS: DIVISION 1 - GEN�RAL REQUIREMENTS �� ��
<br /> � WOOD �RAMING "' � � "'
<br /> �f,
<br /> ��• - BUILDING S�GTION � SHIM oR �La�KIN� SECTION Q1000-PROJECT REQUIREMENTS Temporary l. Provide temporary facilities and connections as required for the praper SECTION 02200-EARTHWORK-CONT, � � �
<br /> . ��T Scope: 1. The scope of the project is as described in the drawings and Facilities: completion of the project. 4. Backf'ill and Fill Materials: SatisfaGtory soil materials free of clay,rock or gravel � � ` � ,,�
<br /> t��YWooD specifications. 2. Owner will pay for utility service consumed, Do not waste. larger than 2 inches in any dimension,debris,waste, frozen materials,vegetation, a � � >
<br /> � PIN15H WOOD 2. Phasing: 3. Provide temporary protection for adjacent areas to prevent contamination by and other unsuitable materials. � `'�
<br /> uo• W{�tLL S�GTION � EXISTING MAT�RIAL a. PI-�ASE l: All work except that shown involving the kitchen, construction dust and debris. 5. Comply with Structural Notes on Sheet S-1. -��- - , ,�; *��;
<br /> SHT. ':,�� STUGGO ON LATH 111aSteTbath,powder bath, and adjacent hallway.All�xterior work 4. Provide temporary barricades as necessary to ensure protection of the public.
<br /> `' 6WB OR GYP. �HEATHINC� including new windows and doors are included in Phase l. 5. Provide suitable waste disposal units and empty regularly. Do not permit Installation; l. Comply with requirements of Section 01000 -Project Requirements. .
<br /> NO• DETAIL INDIGA�TOR �« b. PHASE 2: Al�work not included in P�ase l, accumulation of trash and waste materials. 2. Provide compaction under structur�s,building slabs, steps,pavements, and �
<br /> sHT, S��T�oN � PARTIG�E / WA�ER 8D. 6. Provide for temporaty sanitary facilities. walkways; 95 percent maximum density,ASTM D 69$,modified Proctor. �
<br /> � BRIGK / MA50NRY Pertnits: 1. The ow�er has applied for necessary pertnits frorn tl�e City of Everett. 7. Maintain egress within and around construction areas. 3. Provide compaction under lawns or unpaved areas; 90 percent maximum density, �
<br /> ,-� All other r�quired permits, including utility company service 8. Provide �re extinguishers in work areas during construction. ASTM D 698,modified Proctor. �
<br /> ��� 1 D�Tt41L INDIGATOR �
<br /> SHT, ��.,� ��.r�N P�N MA.t�ip+LS: applications, are the responsibility of t�e contractor. 9, Provide temporary prote�tion for adjacent construction. Promptly repair any 4. Provide grading tolerance for lawns,unpaved areas, and walks o�plus or minus 1 �
<br /> damage at no additional cost to the Owner. inch. �
<br /> ��=�-� `' ':� N�W 5Tt1n WALL Intent: l. Drawings and specifications are intended to provide the basis for the 5. Provide grading tolerance for pavements of plus or minus �/2 inch. � E:
<br /> �o � GMU WALL ro er com letion of the Pro ect suitable for the intended use of the Produets and l. Provide products and materials specified. Request Architect's selection of 6. Provide grading tolerance for fill under building slabs of plus or minus 1/2 inch �
<br /> I�ITERIOR EL�V,a+TION p � � � `
<br /> SHT. INDIGATOR � BRIGK WaLL oR YENE�R Owner, Substitutions: colors and accessories in sufficient time to avoid delaying progress of the measured with 10 foot straighted�e, � `} `•
<br /> O �XIST. WP�L�. TO R�M?�IN 2. Items not expressly set forth but which are reasonably implied or work.
<br /> SECTIQN 02711 -DRAINAGE SYSTEMS o
<br /> R�VI5IQN INDIGATOR C=�==�� �XIa7. WAI,L TO B� necessary for the prape�performance af this work shall be in.cluded. 2. Submit requests for substitutions shall be in writing,including reasans. � •�
<br /> �to, Summary: 1. Provide foundation and storm drain systems around buildings as shown on ,
<br /> �Mov�v Submit suffzcient in�ormation for Architect to evaluate proposed substitution, e.,
<br /> Architectural plans. �
<br /> Coordination: 1. Coordinate the work of all trades. 3. Remove and replace work which does not conform to the contract documents �n
<br /> N0. NOTE INDIGt�TOR 2. Prepare coordination drawings for areas above ceilings wh�re close at no additional expense to ths Owner. a, Stormwater collectian for downspouts and site drains. � �
<br /> 5E� NOTES THIS SH��T DOUR tolerances are required between building elements and meehanical and b. Foundation drains with drainage fabric. � �;
<br /> I'ARTITION TYP� � w�NpQy,� electrical work. Installation: l. Inspect substrates and report unsatisfactory conditions in writing. ,� �
<br /> � INDIGATOR - 5E� � 3. Verify locatian of utilities and existing canditions. Notify Architect of 2. Do not proceed until unsatisfactory conditions have be�n corrected, Products: l. Pipe and Fittings: v �
<br /> PARTITION SGHEDULE - BEaM OR H�AD�R ?�BOY� a. Downspout collection: Polyvinyl Chloride (PVC) Sewer Pipe and Fittings: � � �=
<br /> conditions differing from those indicated on the�rawings. 3. Take field measurements prior to fabrication where practical. Form to v� �.,
<br /> �-�---� ��,Mit�� a�ov� 4. Veri dimensions on Drawin s with dimensions at the Fro ect. Do not re uired sha es and sizes with true ed es, lines and an les. Provide inserts ASTM D 3034, SDR 35,bell-and�spi�ot ends,Fittings shall be glued or � � � �
<br /> HANGER GONN�GTION fY g J q p g � Q; �, �r
<br /> �to � , gasketed.. Provide adapter fitting at each end to prevent debris intrusion. �,, �
<br /> SGH�DULE -- • � B�AM OR J015T HANG�R scale Drawings. and templates as needed for woxk of other trades. U
<br /> b. Footing Drains: Perforated,Polyvinyl Chloride(PVC) Sewer Pipe and � �o'� � �
<br /> Q�. Install materials in exact accordance with manufacturer's instructians and N
<br /> WIN170W SGH�DU1,� rove d su bmitta ls. Fittin gs: In accordance with WSDOT S pecification Section 9-05.2(6), � �; � ..
<br /> No. Cutting and 1, Provide cutting and patching work to properly complete the Projeet. �pp � x ,
<br /> AASI�TO M278. ABS ApS, or other corrugated pipe is nat acceptable. � � -� �
<br /> P a t c h i ng: 2, D o n o t r e m o v e o r a l t e r s t x u c t u r a l c o mp o n e n t s w i t h o u t w ri t t e n app r o v a l. 5. Install materials in pro per relation with ad jacent construction and with pro per � � U N
<br /> D o oR 5�+��DUL� a �arance. Clean-outs shall be provided so all pipe and fittings can be easily cleaned. � �
<br /> O 3. C u t w i t h t o o l s a p p r o p r i a t e f o x m a t e r i a l s t o b e c u t. p P � �
<br /> 6, R e s t o r e u n i t s d a m a e d d u r i ri i n s t a l l a t i o n. R e l a c e u n i t s w h i c h c a n n o t b e 2. Accessories: Pipe coup lings c leanouts s leeves an d d rain�ge cor�duits. � �
<br /> 4. P a t c h w i t h m a t e ri a l s a n d m e t h o d s t o p r o d u c e p a t c h w h i c h i s n o t v i s i b l e g g � 3. Geotextile Fabric for foundation drains�Mara� 140N. '`� �
<br /> from a dis tance o f five fee t, r e s t o r e d a t n o a d d i t i o n a l e x p e n s e t o t h e O w n e r. �
<br /> 6� �� 5. D o n o t c u t a n d p a t c h i n a m a n n e r t h a t w o u l d r e s u l t i n a f a i l u r e o f t h e 7. Refer to additional installation re quirements and tolerances s pecified under � �
<br /> i. Do NOT SGAL� DRAWINGS. GONTRAGTOR 7o V�RI�Y DIMEN91oNS AT TH� SITE. individual s ecification sections. Installation: l. Comp ly wit h requirements o f Section p 1 000 -Project Requirements.
<br /> 2. ALL WORK SMaLL GON�ORM TO T�IE 2012 INT�R�lATIONAL BUILDING GODE W/WASHINGTo�! work to perform as intended, decrease fire performance, decrease P �
<br /> 51'ATE �M�NpMENT� � THE 2012 Wt�SHiN�ToN STAT� �NER�Y AN� V�NTILATIoi� GQp��, acoustieal performance, decrease energy parformance, decrease � � ��
<br /> o exational life or decrease safe factors, Closeout; 1. Prepare punchlist for remaining work for review by the Architect. SECTION 02900-LANDSCAPING �, x
<br /> 3. T+�� DRAWING� AR� DIMEN514NED AS �OLl.OWS, UNLESS NOTED OTH�RWiS€: p � � Summary; l. Provided under separate contract. ~
<br /> A. l�LL EXT�RIOR DIM�N51oN5 AR� To TH� �AG� o� coN�fi�TE, �TRUG�rURAL M,45C�NRY (NoT 2. Complete punchlist items promptly. �
<br /> INGLUDING VEN�ER9) OR �RAMIN6 (N4T INGLUDING 9H�AT�iING) U.N.O. FiEId l, Verify and locate utilities. 3, Submit operating manual�,maintenance manuals, and warranty information, � ,.
<br /> END OF DIVISION 2 �
<br /> B. AI�L INT�RIOR DIMEN510NS �RE TO TH� fi?�G� OF �RAMING, GONGR�T�, OR STfiZUGTURAL Engineering: 2. Survey and layout improvements,utilities, structures,and components. 5. Obtain and submit copy of occupanc�permits. �
<br /> MASONRY, EXC�EPT WH�RE ,4 G�NTERLIN� DIMEN510N LINE 15 INDIG�TED. (). Train Owner in use of building systems. DIVISION 3_CONCRETE �
<br /> 4. ��M�NS�au� �'o �LooR� OK S�GTION AN17 �L�v�,•r�ou D�w►N�5 ,�R� To �r�� To� o� uali 1. Com 1 with a licable codes re lations ordinances and re uirements 7, Remove tem ora facilities and rovide final cleanin and touch-u ��
<br /> 5UB-PLOOR OR DEGKING AT �RAME GONSTRUGTIO(�, TQ�' O� GONGRETE ,4T GONGR�TE Q �' � y pp ' � ' � � � p g p� �
<br /> GONSTRUGTION, ,�ND TOP O� 51'��L �RAMING AT �TE�L GON�TRUGTION. Assurance; of authorities having jurisdiction, including accessibility guidelines where 8. Restore portions of building, site improvem�nts, landscapzng and other items SECTION 03300_CAST IN�PLACE CONCRETE �
<br /> 5. V�RI�Y ,��.L DIM�NSIQNS �N T�� �IELD. NOTI�Y ftRGHIT�GT o� aNY DIS.GREPANGIES appllCablO. Submit copies of inspection reports,notiees and si�nilar damaged by construetion operations to the satisfaction of the.Architect at no Summary: 1, Provide plant_mixed cast in�lace concrete. �
<br /> D15GOY�R�D BETW��N DRAWIN�S AN� r�G1UA�L GONDITIONS ���OR� �ROGE�t�ING. V��IFY documents to Architect. additional expense to the Owner. a. Footings, foundation walls. �
<br /> EXAGT DIMEN910N D� PR��A�RIGP�'f�t� GOMPON�NTa IN THE �I�Lp. �
<br /> 2, Provide products of acceptable manufacturers which have been in b, Exterior and interior slabs. � -
<br /> satisfactory use in similar service for three yeazs, Comply with the SECTIO�V 01020-ALLOWANCES 2, Comply with ACI 301, Specifications for structural Concrete for Buildings,ACI
<br /> � �°
<br /> manufacturer's recommendations for use and installatian. Summary: 1. Include scheduled allowances in the project cost; allowanee is for cost of 318,Building Code Requirements for Reinforced Concrete, and CRSI Manual of � °
<br /> 3. Use experienced installers. Furnish evidence of experience if requested. materials only, deliver�d and unloaded at the site. Allowances are for Standard Practice.
<br /> 4, Deliver,handle, and stare materials in strict accordance with manufacturer's materials only, Installation and all other costs are to be included in base 3. Comply with structural notes on drawings (Sheets S-1). ..
<br /> � instructions. price and separate from allowanGe amounts. �
<br /> 5. Use of any supplier or subcontraetor is subject to Owner's approval. 2, Submit invoices to indicate actual quantities of materials delivered and costs. Produets: 1. Conerete Design Mixes,ASTM C 94, 2$Day Compressive Strength: o
<br /> 6. Engage and pay for testing agencies as required. Refer to individual sections Indicate amounts of applicable trade diseounts. a. Foundations, and Footings: 2500 psi. �.
<br /> for additional requirements. b, Slabs on Grade: 3000 psi compressive strength. � �
<br /> �B����I�T�O N S Allowances: l. Finish Hardware, lump sum: $1,500(See Section 08710) 2. Formwork: Plywood or metal panel formwork sufficient for structural and visual � o
<br /> 2. Carpet($/sq.yd),unit price: $35 requirements. � ;�
<br /> e �,,� �„N� ,� �a Qu�,�sA� ,� TOP OF PAYEMENT 3. Vinyl ($/sq.yd.),unit pzice: $20 a. Metal,plastic or paper tubes for cylindrical columns and supports. Q �
<br /> �B ANGtiOR SOLT DYtR DRAWER N JANITOR �SD PARTIGLE BDARD 'fi'17 TOILET PAPER D15PEN9ER 3. Reinforcing Materials : e
<br /> A/G AIR CANDIT�ONING JNT JOIN7 PG4 PREGAST GONGRETE TRANSP TRANSPARENT 4, T11P���S.��,unit price� �1 Q ,
<br /> �r AGOUSTIGPJ.GEILING TILE .�T .;015T � ���o� T�SV T��� 5, Lighting Fixtures (see Section 16000). a. Re�nforcing Bars: ASTM A 615 Grade 60 deformed reinforcing bars
<br /> a,p ,�ove DATurT �iM �irr�r� rnas �ov�..a s�,at. �
<br /> ADD ADDITIVE � EAST PGL PLATE 6 L A 5 5 T 5 7 U B E S T E E L
<br /> ,�,, ,,,n,,,,ST,� �, �., � �K6 P,��r,r�, T5L TOP OF SLAB 6, Plumbing Fixtures: (see Section 15000) (Grade 40 where allowe�by structural notes) . � o � o �
<br /> RDM AD�NDUM EB EXPAN51oN SOLT KIPS OR IDOO POUND5 PL PR4PERTY LINE N TELEYI510N t, ..
<br /> A D M I N A D M I N I 5 T R A T I O N/ E G E L E G T R I G A L G O N'1'R A G T O R K t 7 K N O G K,D Q W N/K I L N p R I E D P L A M P L A S T I G L A M I N A T E T O W 7 0 i?O F W A�.L U. S t e e l�V i r e; A S T M A 8 2. �
<br /> ADMINISTRATIVE E.1 EXPANSION JOINT KEG KITGHEN EQUIPMENT 5UB PWS PLAST�R TYi'. TYf'�GA!- �� � p "� �
<br /> � �,��,�r, �o P1EG'TRI G(AL) GONTRAGTOR P� PLA571G a Steel Wire Fabric: ASTM A 185 welded fabrie. .� �' � �
<br /> a� ,aeove��ao� ELEV ELEYATION/�1.�`/ATOR �ir Ki°rc,+� PL �,�,-L i r� S E�'T I O N 0 1 0 3 0-A L T E R N A T E S � ,� �',� ;� �
<br /> �T �c�� �M ��`Y K� K r,�P�T P� ��T�'�`M�w�-� �� ���uT Summ 1. Submit ric�for each alternate. Include cost of modifications to other work d. Fiber Reinforcement: Engineered polypropylene fibers for secondary � � �,b � �
<br /> �LT AL'I'�RNA°f� ENGL EHGL05UR� . K51 KIP5/5QUARE INCH PL54 PLASTIG U N F U h 1�I N 1 5 H E D �' p t° O 4> Q"'j ;,�
<br /> �.u� �.�,�w�r„ EP ELEGTRIGAL PANEL P�.wp PLYWOOD ur�o uw..�s Ho�o�w�� to accommodate alternate. Owner will determine which alternates are reinforcement of slabs, � .� �, � .ry �
<br /> ANOD AGGES�ANEL EPP EPDXY PAINORIN6 � PREG PREGAST UR URINAL ,� � G> y fl �
<br /> a�ox �ox�MA� �a eau�. �xb,�o��AN i P5F POUNqS PER SQUARE FOOT 4. Concrete Materials: ASTM C 150 T e I Portland cement• otable water.
<br /> ,�cH Ar�H��crcu�.� �Qu�P ��u��r s��.Ar�,� r�� POUNpS PER SQUARE INGH � seleeted for inclusion in the Projeet. � � � � p ' � � ��
<br /> A5PH �T05 �JN EAGH SWAY t-aUN LAUNDRYORY PTD PAPER�(�TOY�L DISPENSER g g�' g � 'y .c� � � o
<br /> A� vA,�r„� a. Norma l wei h t a e a tes,A S T M C 3 3. � n•� ° ,� o
<br /> VAT VINYL A58E5T05 TId.� � O p �
<br /> �T A5515TP�NT �o �G�r�v� �v w�v�T�r PTR PAPER TQ}^�L R�G�i'TAGLE�T �T���� Alternates: 1. See Instructians to�idders issued by Architeet. b. Light weight aggregates,ASTM C 330. � � � � �,.�;
<br /> PJJTO AU"fOMATIG . �XH EXHAUST lB POUND/LAG BOLT PVG POLYVINYL GH�ORIDE
<br /> AV AUUIO VISUAL EXIST EXISTING LBL LAHEL YEST YE5TI6ULE �'�' � � "'�
<br /> a.,�P AGWSTIG WA4.L PANEt. �p ��os� �5 Poux� `/P VINYL PABRIG c. Fly Ash: ASTM C 618,.Type F. � ,� � .� q ,o
<br /> p ��, ���ox � ,..A�c�,�u,r�. Q vG YERTIGAL 6RAIN d. Fiber Reinforcement: Pol ro lene fibers for secanda reinforceme nt, � � � � ,
<br /> ex�r ���o� �� LINEAL F00T aT QUAfiRY 711..E v�x VINYL END OF DIVISION 1 YP PY �' � � � � �
<br /> EXTN FJCTINQUISH�R LGhi� LIGHT6AU6�METAL FRAMIN6 QTY QVANTITY `�' ��R PLASTER �
<br /> HD BOARD LH LEFT NAND � 'd ,g,+ � +� p., �
<br /> � ASTM C 1116 Type III, � o •° � � �
<br /> �- $�-�W �'" '-'"�'' DIVISION 2 - SITEWORK 5. Conerete Admixtures: Containin less than 0.1 Y1ercent chloride ions. � ° o � •� �
<br /> BKPL $AGK PLATE �' LKR LOGKER a a� g r" ••
<br /> BLD6 BUILDIN6 FA PIRE ALARM LL LIVE LOAD R RADNS/RISER W Y�ST/WIDE/WIDTH � .L� � ;'�' O �
<br /> B L i C B L O G K F8 FLAT BAR LP I.IGHT PRDOF/LOW POINT RA RETURN AIR W! WI7H a. Air Entraining Admixture: ASTM C 260, for exterior expos�d concxete and -
<br /> BLK6 BLOGKIN6 FD �LOOR DRAIN LRG LEARNIN6 RE50URG�GENTER RAD RADIATOR N{B WOOA BASP
<br /> BLT �u�L-r FE FIRE EXTINGUISHER ,� �.a,���w � �B� W� +^+a�����T SECTION 02100- SI�'E PREPARATION foundations exposed to freeze thaw.
<br /> 8M BEAM f�G FIRE @XTINGUISHER GASINET L1' LIGHT RD ROOF DRAIN WD WOOD -
<br /> eoT eorroM �r., �r.,,r„r� �,wT ���+T w���r �c� �c�r�ox wow w�r�ow Summa ; 1 Provide tem ora erasion control siltation control and du�t contral as shown or b. Water Reducin Admixture: ASTM C 494 T e A for lacement a�d
<br /> ,w t�1 t�v 1t Y1
<br /> BPL BASE PLATE t� FAGTORY PIN15Ff LVR LOUYER REGPT REGEPfAGLE V� WID�FLAN6E rY ' Y `J � � - � Yt" � r"
<br /> BRG 6EA�RING FFi PIR�Hl'DRANT RE4T REGTANGULAR WG WIRE GLA55
<br /> BR�iL 6ULLET RE515TANT GLASS FIN FINISN(ED) REF RE�EREN�E N�- WPJ-L required by permit documents. workability.
<br /> BRK BRIGK PIXT PIXNRE REFL R�LEG7ED W/O WI7HOUT
<br /> s5 BAGiG5PLA5t+ e� �Loo� �ac�+ MAc��r� REF�R R�RI6ERATOR r� rva��oo�n�� 2. Provide temporary protection of adjacent prpperty, structures,vegetation, c. High_Range Water_Reducin�Admixture, Super Plasticizer: ASTM�494,
<br /> BSMT BA5�N7 FLSFf FLA�FKING} MA5 MASONRY REINF REINFORGE(DXINC�) YyRB WATER RE515TANT 6ARRIER
<br /> sTwr, a�r,� � �ou�vAr�oN MAT�� MA1�If11. r�. ►�,.00A,� wscr rv�,�r�or benchmarks, and monuments. Repair any damage due ta construction activities. Type F or G far placement and workability.
<br /> � �u��T u�,woF �o� FA�E OF GONGRETE/ MAx M�u�m, +�an ��u�����u!�,T w� ,��c� d Water Reducin Acceleratin Admixture: ASTM C 494 T e E�or
<br /> �vL sev�.r�� ����cow� MB MAGNINE BOLT ��� ��u�T ww� �w�;��a,�R�o 3. Provide removal and le al dis osal of cleared materials not to be stock iled, . _ �� g , yp -
<br /> FOP PAGE OP PINISH ht�R MEM�ER RET6 REi'AINIt� g p P
<br /> Fp5 PAGE OF SfUD MG MEGi#ANIGAL GONTRAGTOIR/ RF6 ROOFING Yt }��
<br /> lacement and workabil� . �-�
<br /> FP FIRE i?ftOO�IN6 MINERAL GORE RH RIGHT HAND Y `J
<br /> G� GHANNEL PRT FIRE RETARDANT TREATED MDO MEDIVM DENSITY OVERLAY RL RAIN LPAQER =
<br /> c� ca,e�r,�r r� Fo�,-��n M/E MEGNANIG,AL/EI.EG'TRIGAL w,+ ,?.00M Froducts: l, Erosion control, siltation control, and dust control e. Water Reducing,Retarding Admixture: ASTM C 494, Type D far � �
<br /> GB GATGN BA51N FT �EET/POOT NfEGH MEUiANIGAL R� ROUGN OPEN�N6
<br /> G/G GENTER TO GENT�R �� FOOTIN6 ,�.�D r.,�n�u� �ow R��-�-w�Y materials as specified or as suitable for site conditions, placement and workability, � � � �
<br /> GGT GUBIGLE GURTAIN TRAGK }�JI2 PURREA/�URRIN6 h1�MB MEMBRANE RUB RU6HER
<br /> GEM GEMENT R1T WTURE ht�b MA�AGTURING � ••
<br /> GHAM GHAhiPER M"rR rrAr�,�cn�R 6. A�iliary Materials: Q � O
<br /> �,.,�D ��A,.,�A,� r�,�fl MA1�IFAG'M2ED a Installation: l, Camply with requirements of Section 01000 -Project Requireme�ts. a. Vapor Barrier: ASTM E 154 polyethylene sheat 6 mils , � � � �
<br /> GI GAST IRON � MH MANHOI.E 5 50UTH/5TRUGTURAI_ �
<br /> Glf'G GAST-IN-PI.AGE GONGRETE GA GUAGE MIN MININRJM 58 5ET6fvGK � 5QVARE FOOT � • �1 `pa
<br /> �� �,or„�o��o�xr ��a.v ��.vAN�� M�R MIfLRAR 5� �+ouw 8� 1� ANGLE ll. Liquid Membrane_Fortning Curing Compound: ASTM C 309, Type 1, � �
<br /> GLG GEILIN6 6B bRAE3 BAR MISG MISGELLANEOUS SG 50LID GORE R. ALATE � �j
<br /> GOL GL05ET GG 6EN�RAL GONTRAGTOR Ml. METAL LATH SGN�D SGHEDULE � GEN'fER LINE
<br /> GLR GLEAt2 GD GUT�ER DRAIN MO MA50NRY OP�NING SD 50AP DIS P C N S E R/ # i�t U M B E R SEGTION 02204-E A R T H W O R K Class A. � � � �
<br /> �r�r GE-RAMIG MDSAIG tILE c�r, ���. Mo� MODULAR STORM DR�41N � � c. Water Based Acrylic Membrane Curing Compound: ASTM C 309,Type 1, � � �
<br /> GMU GONGRETE MASUNRY UNIT GI 6ALVANI7.ED IRQN MOIST.$ M015TV�E BARfiIER SPGT SEG710N -
<br /> co c,.�-our �� GLA55/GLAZE� Mov Mov�� �vs �.v� Suinmary: 1. Provide excavation, filling, compaction, and grading for buildings, site Class B. � �
<br /> G/O GOMlENIENGE OU11ET GL� GLU�LAMINATED H�AM MNRI, MINERAL 5HM SEGURTY HOLLOW M�1'AL
<br /> GOL GOLUMN GLMD GCU-LAMINATED M35 MIRROfZ Q SHELP 5NY E�Ef improvements, and utilities. o �
<br /> ���.,P GOMPOSITION/GOMP051TE GP �,�uM�.as� MTD MOUNT(F�)5H s+�,�+ �a,��,� d, Bonding Compound: Polyvinyl acetate or acrylic base. � �
<br /> �o� �or�r�� 6R �,�e �r� MOUNTIN6 5�M 51MIl.AR 2, Provide suitable materials for subbase, drainage fill, and backfill for slabs, ,9 �' � � �.
<br /> Gon� coH�� 6� �� r�r�� r�r� 5a� ST,a�x a �� e. Epoxy Adhesive: ASTM C 881 two_component material. � �
<br /> GONN CANt�GT(�D) GVL GRAV�1. MULL MULLION SM �ET METAL � '�
<br /> GONST GONSTWJGTION GWB GYPSUM WALLBOARD MWK M I L L W O R K S P E G S S P E G I P I G A T I O N 5 p avem ents, and i m provements� rl M � t
<br /> GONT GONTINWliS GYL 6YP5UM l.ATN `-�� 5�� � � �.{ y
<br /> cox,� courRacTrow bYr, b��ur, � �u� 3, Provide additional materials from offsite if required. insta�lation: l. Comply with requirements of Section 01000 -Project Requirements and structural � U �
<br /> GORR GORRIDOR 6YP GYP5UM � 5!5 STAINLE55 5'f�EL �
<br /> �o� ��A� r�oR;� �s �v���S�N� 4 �rovide removal and legal disposal of excavated materials. notes on drawin s.
<br /> GP GEMENT PLASTER NAP NP�PKIN 55D 5EE STT�UGTURAL DRAWIN65 g � �
<br /> ��r �a,r�r � wo hIOT IN GON7RAGT 5T STA�x 5. Provide erosion control and control of runoff during earthwork operations. 2. Com 1 with ASTM C 94 C ''
<br /> o� �o��o�,.m 5r�. � ,��s,B NL5 NAILS STa,� 5TAc�fl p y , RSI Manual of Standard Practice, and ACI
<br /> ��� CANGt2E7E REINFORGING +�o ��Bor,� �o � 5� ST��� 6. Com 1 with Structural Notes on Sheet S-1 in the drawin s.
<br /> STEEL 1N5TITUTE HG HOLI-OW GORE NOM NOMINAL 5T6 yTor�� P Y g publications.
<br /> GT GERAMIG TIL� ++ncp w�r��c��r�D� t�[T5 NOT TO SGAIE 5n 5,�,- 3. Provide Concrete Finishes For Formed Surfaces:
<br /> GTR GEN7ER NDR HEADER STRUGT STRIJGTURAL
<br /> G� GERAMIG Y1ALL TILE �� ���o� � �� �v,�� Submittals: 1. Submit list and source of materials from offsite, and submit proposed location a. Surfaces Not Ex osed To View: As cast form finish.
<br /> HP H�M-�IR OA OVERALI. 53V STAIN b VARNISH � -
<br /> j� HIPAG HI6H PERFORMANGE OG ON GENTER 5W �A�w�.,. for disposal of excess materials.
<br /> DBL DOUBLE ARGHITEGTURAI.GDATINb OD OYERFLOW DRAIN 5YM SYMMETRIGAL b. Surfaces Exposed To View: Smooth form finish .
<br /> DEMO DEMOI:ITION HM HOLLOW ME7Al. O' OXYGEN 5Y5 5Y57EM
<br /> DEPT DEPAR7MENT +,�o wa,� �c� owr�wwv��p, 4. Provide Concrete Finishes for Monolithic Slabs:
<br /> DF DOUGLAS PIR wo��z HQRI�ONTAL GONTI2AGTOR INSTALLED Products: 1. Subbase Material Slabs on Grade : F'ree drainin sand or avel for use as
<br /> D�� n�a�or�u. +� ���+�o�r,T o�F o�F�ce I � ) � � a. Trowel finish for interior surfaces to be ex osed to view. �:
<br /> D,A D,,�r.,�� � ,.,� �o� owr�w�r„�, T �w�Top capillary break under slabs on grade, Overlay with 6 mil visgueen. p
<br /> DISP PI5PEN5ER HT i����r ow��NST� ,�s T�K so�� b. Ex osed a e ate fmish at exterior slabs chemical retarder e. A 1
<br /> DL DEAD LOAD HYAG k�ATING/YENTILATIN6/ OH OYERHANG/OVERHEAD TOG TOP OF GURS p �� g � � PP Y t
<br /> nr� DAMPROOPING AIR CANDITIQNING oPb o��x� �- r��or� 2, Structural Fill: Consult geotechnical engineer if required. ,
<br /> ��r v�Mour,r��e H�� �T WA��� OPH OPi'051'iE HAND -r� �r� acrylic sealer after curing.
<br /> DN oowr, or� or�os�r� Tes TOP 4 80TTOM 3, Draina E Fill: Clean less than 3 ercent fi�aes free drainin anular material
<br /> T66 row� : �o� g � p )� ��
<br /> � Di E°s�ox�o�NT i � TM��K (i.e. �ea gravel) or drainage composite placed alpng back of basement walls END OF DIVISION 3
<br /> DR DQOR. ID IN51DE D1AME7ER t 'MR T1�RE5H�LD ..
<br /> D5 DOY�PISPCJUT INGL INGLUpING PA PNEVMATIG APP�.IED TOB TOP OF BEAM
<br /> DT DRAPERY TfZAGK INSUL INSULATION PAY PAYING TOG TOP OF GONGRETE extending fram the footi.ng drain to within 1 foot of finished grade. .
<br /> DTL DETAIL INT IKTERIOR PAR PARALLEL TOf' T��pa��T � SPECIFICATIONS CONTINUED ON S�IEET'A1.3
<br /> DW AISHI^IASHER IKY INVERT PAPtT PARTI710N/PART�AL TOPI. TOP OP Pl.ATE
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