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<br />DIVISION I - ISENERAL SPECIFICATIONS
<br />(OMITTED)
<br />DIVISION 5 e CONCRETE
<br />FOOTIN65
<br />SLABS AND FOOTIN65
<br />51DENALK5 AND RAMPS
<br />PAVING
<br />CONCRETE PADS
<br />DIVISION 4 o MA50NRY
<br />GENERAL
<br />GMU
<br />MORTAR FOR FACE BRICK
<br />FACE BRICK
<br />DIVISION 5 - METAIL5
<br />GENERAL
<br />ORNAMENTAL METAL RAILING (OUTSIDE - REQUIRED)
<br />DIV15ION 6 - HOOD, PLA5TIC5, AND COMPOSITES
<br />ROUGH CARPENTRY
<br />STRUCTURAL LUMBER
<br />FINISH CARPENTRY
<br />50LID 5URFAGIN6 MATERIAL
<br />BUILDING NRAP/AEATHER BARRIER
<br />DIVISION i o THERMAL AND MOISTURE PROTECTION
<br />BUILDING INSULATION
<br />INSULATION ATTACHMENT (MECHANICAL)
<br />GENERAL ROOFING
<br />DELIVERY
<br />HANDLING
<br />STORAGE
<br />OVERNIGHT COVER
<br />ROOFING AND SHEET METAL
<br />SURFACE PREPARATION
<br />HOOD DEGK5
<br />MEMBRANE
<br />FLASHING
<br />PERIMETER LAPS
<br />PROJECT / 51TE GLEAN -UP
<br />IN5PEGTIONS
<br />CONTRACTOR QUALIFIGATION A55URANGE
<br />METAL TRIMS
<br />CORRUGATED METAL PANELS
<br />SEALANT
<br />SEALANT MATERIALS
<br />E.I.F.5.
<br />DIVISION �b - OPENIN65
<br />ALUMINUM ENTRANCE DOORS AND STOREFRONT
<br />GLAZIN6
<br />STEEL SERVICE DOORS AND FRAMES
<br />PREFINISHED DOLR5
<br />PICK-UP AINDON
<br />AGGE55 PANELS
<br />DIVISION q o FINI5HE5
<br />ACM PANELS
<br />FLOOR AND HALL TILE INSTALLATION
<br />GYPSUM DRYWALL
<br />SUSPENDED GEILIN6 SYSTEM
<br />NALLGOVERI NG
<br />NON -TILE FIBERGLASS REINFORCED POLYESTER (FRB) PANELS
<br />LUXURY VINYL TILE (LVT)
<br />PAINTING
<br />PAINT 5GHEDULE
<br />DIVISION IO © 5P16IALTIE5
<br />EXTERIOR TRASH ENCLOSURE
<br />51GNA6E
<br />ROOM IDENTIFICATION 515N
<br />A.D.A. RE5TROOM IDENTIFICATION 516NSMOKELESS SNUFFER
<br />TOILET DOMPARTMENT5
<br />PUBLIC RESTROOM AC(ESSORIE5
<br />LADDER RECEIVER
<br />HALL DECOR
<br />HE16HT HARKING DEVICE
<br />ORDER STATION CANOPY
<br />SMOKELESS SNUFFER
<br />5TAINLE55 STEEL CORNERS
<br />KITCHEN EQUIPMENT
<br />HOOD FIRE 5UPPRE55ION SYSTEM AND PORTABLE FIRE EXTIN6U15HER5
<br />AALK-IN DOOLER/FREEZER/DRY STORAGE
<br />COMMUNICATION 5Y57EM
<br />DIV15ION 22 ® PLUMBING
<br />WATER CLOSETS
<br />LAVATORY
<br />URINALS
<br />MOP SINK
<br />FIXTURES AND EQUIPMENT
<br />DIV15ION 25 0 EATING, VENTILATING 4 AIR CONDITIONING
<br />DIVISION 26 ® ELECTRICAL
<br />DIV151ON 51 o EARTHNORK
<br />EXCAVATION, BACK FILLING, 6RADIN6
<br />DIV15ION 52 ® EXTERIOR IMPROVEMENTS
<br />ASPHALT PAVING
<br />GONGRETIs PAVING
<br />STRIPPING AND PARKING BLOCKS
<br />CURBS
<br />LANDSCAPING
<br />DIVI5I0N 55 - UTILITIES
<br />UTILITIES
<br />GONTRAGTOR BID SHEET APPROVED SUPPLIERS LIST
<br />NOTE: FURNISH LABOR, MATERIAL5 AND EQUIPMENT NECESSARY TO GOMPLETE CONCRETE WORK
<br />INCLUDING EXCAVATION, TRENGHIN6, FORM WORK, REINFORCING, CEMENT FIN15H AND PRE_( A5T
<br />CON( RETE.
<br />FOOTIN65
<br />A. REFER TO DRANIN65 FOR SIZES, DEPTHS, AND REINFORCEMENT. EARTH TRENCH WILL BE
<br />PERMITTED FOR FOOTIN65 IF DONDITION5 ARE FAVORABLE. 51DES OF TRENCHES SHALL BE
<br />GLEAN, EVEN, VERTICAL AND TRUE, AND BOTTOMS SHALL BE LEVEL, GLEAN AND WITHOUT FILL.
<br />B. REINFORCING SHALL BE UNPAINTED AND UNCOATED, FREE FROM RUST OR SCALE, AND SHALL BE
<br />CLEANED AND STRAIGHTENED BEFORE BEING SHAPED AND PLACED IN POSITION, ACCURATELY
<br />POSITION REINFORCEMENT AND 5EGURED AGAINST DISPLACEMENT, WHERE THERE 15 DELAY IN
<br />POURING, RE=IN5PED T REINFORCEMENT AND GLEAN OFF ANY DRIED CEMENT, MORTAR OR RUST.
<br />G. REINFORCEMENT SHALL BE OF 51ZE AND 5PAGIN6 AS NOTED ON THE DRANIN65 OR AS PER LOCAL
<br />CODES.
<br />SLAE35 AND FOOTIN65
<br />A. REFER TO DRANIN6S FOR CONCRETE STRENGTH, THICKNESS AND REINFORGIN6.
<br />I. ALTERNATE: "FIBERME51-i" OR EQUAL, A TOO % HOMOPOLYMER VIRGIN POLYPROPYLENE
<br />FIBRILLATED FIBERS CONTAINING NO REPROCESSED OLEFIN MATERIALS AND ARE
<br />SPECIFICALLY ENGINEERED AND MANUFACTURED TO AN OPTIMUM GRADUATION FOR USE AS
<br />FIBROUS REINFORCEMENT FOR CONCRETE,
<br />B. PROVIDE CONTINUOUS 6 MIL 'VISQUEEN' VAPOR BARRIER ON LEVEL 4" GRAVEL BASE UNDER
<br />BUILDING SLABS. LAP EDGES 6" AND SEAL (TURN UP AT HALLS).
<br />G. POUR GONGRETE FLOORS LEVEL, EXCEPT WHEN FLOOR DRAINS OCCUR, IN AHIGH CASE THEY SHALL
<br />HAVE A 36" TO 4V' RADIUS SLOPED TO DRAIN. TOTAL SLOPE 15 NOT TO EXCEED 5/4" BELOW FLOOR
<br />LEVEL,
<br />D. 5EGURE AND BUILD INTO GONGRE TE AORK THE FOLLOWING MATERIALS:
<br />I. PLUMBING AND SYRUP LINES, ELECTRIC CONDUIT, CONCRETE INSERTS, HANGERS, ANCHORS,
<br />FLOOR CLIPS, SLEEVES FOR PIPING, ETC., AND WHEN REQUIRED FOR ANCHOR BOLTS, PLATES,
<br />ETD., FOR EQUIPMENT.
<br />SIDEWALKS AND RAMPS
<br />A. 4,000 PSI AIR ENTRAINED GONGRETE, 4" THICK, BROOM FINISH SCORE AITH 3/4" DEEP
<br />CONTRAGTION JOINTS INTO APPROXIMATELY 4'-0" 5QUARE5 AS 5HONN ON DETAIL ON THE
<br />FOUNDATION PLAN.
<br />PAVING
<br />A. SPECIFIGATION5 FOR CONCRETE PAVING REQUIRED TO BE VERIFIED BY OWNER'S CONSTRUCTION
<br />ENGINEER.
<br />GONGRETE PA05
<br />A. CONCRETE PA05 AT PICK-UP NINDON, ORDER STATION AND TRASH EN(LO5URE (REFER TO 51TE
<br />PLAN): DOLOR TREATED AS NOTED IN EXTERIOR FINISHES SCHEDULE ON DRANIN55. A TRIAL SLAP
<br />SHALL BE MADE, USING THE SAME MATERIALS THAT ARE TO BE USED ON THE JOB TO A55URE
<br />CANER ACCEPTANCE.
<br />NOTE: FURNISH LABOR, MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE MASONRY NORK
<br />INCLUDING STRUCTURAL STEEL, WALL TIES, MASONRY REINFORGIN6 , ETC,
<br />GENERAL
<br />A. AORK To BE LAID TRUE To DIMENSIONS, PLUMB, SQUARE, AND IN BOND AND PROPERLY
<br />ANCHORED. COURSES SHALL BE LEVEL WITH JOINTS OF UNIFORM WIDTH, N0 JOINTS SHALL
<br />EXCEED SPECIFIED SIZE, AND IF NE(E55ARY, CLIPPED GOUR5E5 SHALL BE PROVIDED TO LEVEL
<br />OFF.
<br />B. PERFORM MASONRY WORK IN AGGORDANCE AITH ESTABLISHED TRADE PRACTICES. BRACE
<br />"GREEN" WALLS AND PROTECT MORTAR FROM "NA5HIN6-OUT" AT END OF DAYS WORK USING
<br />PLANKS, WEIGHTED CANVAS, OR SIMILAR MEANS TO COVER HALL. COOPERATE AITH OTHER
<br />TRADES IN JOINTLY EXECUTED AORK AND BUILT=IN ITEMS. PATCH OPENIN55 AS REQUIRED FOR
<br />PAS5A6E OF MECHANICAL AND ELECTRICAL NORK. "UNGORED" UNITS MUST BE USED AT ALL
<br />EXPOSED AND OR 5EMI=EXPOSED CONDITIONS OF BRICK RONLOGK GAPS, SILLS, ETC. 51ZE AND
<br />LOCATION 5HOAN ON CON5T6TION DOCUMENTS.
<br />G. LINTELS SHALL BE OF 51ZE AND SHAPE AS SHOWN OR NOTED ON THE DRAAIN65 AND SHALL BE
<br />STRUCTURALLY SOUND FOR THE SPANS AND LOADS INVOLVED.
<br />D. COORDINATE INSTALLATION OF OTHERS NORK ITEM5, 5UGH AS AN6LE5, ANCHOR. BOLTS,
<br />FLASHING, STEEL LINTELS AND FRAMING, VENTS, SLEEVES, DOOR FRAMES, MISCELLANEOUS STEEL
<br />NORK WITH ANCHORS, ETC.
<br />E. BRICK TO BE LAID IN A RUNNING BOND. FIELD BRICK TO MEET ASTM Ca216, TYPE FP5, GRADE
<br />5N. AC DENT BRICK TO MEET EITHER ASTM 6=216 OR ASTM 6=652, TYPE HB5, 5RADE5 5N.
<br />F. BRICK TO BE LAID AITH FULL MORTAR IN THE BED AND HEAD JOINTS.
<br />I. CONGAVE TOOLED JOINT USING A TOOL OF LARGER THAN 1/2" DIAMETER..
<br />6. HALL TIES SHOULD BE ADJUSTABLE GALVANIZED HIRE ANCHORS @ 16" O.G. HORIZ. 4 VERT, TO
<br />61VE SL16HT MOVEMENT.
<br />H. NEEP HOLES SHOULD BE AT LEAST EVERY 24
<br />1. FLASHIN6 TO BE PLASTIC COATED ALUMINUM BY HOHMANN � BARNARD, OR THIN COATED
<br />COPPER BY YORK FLASHING. THE FLASHING SHOULD PENETRATE THE BR16KNORK AND BE
<br />TRIMMED AT THE COMPLETION OF THE MASONRY NORK.
<br />J. GLEAN AND POINT BRICK AND CONCRETE BLOCK NORK AT END OF EACH NORKING DAY. AT THE
<br />COMPLETION OF AORK AS AN ENTIRETY, NET HALLS THOROUGHLY AND GLEAN EXPOSED BRICK
<br />NORK HITH GLEANER AND STIFF BRISTLE BRUSHES. NO METAL SCRAPERS OR METAL BRUSHES
<br />SHALL BE USED ON ANY TYPE OF MASONRY, CLEANING AGENT SHOULD BE AS RECOMMENDED BY
<br />BRICK MANUFACTURER,
<br />K. GMU: A5TM CqO, MEDIMUM HEIGHT,
<br />MORTAR FOR PAGE BRIGK
<br />A. MORTAR SHALL BE ONE PART DEMENT (PORTLAND ( EMENT, A5TM 6-150, TYPE I OR 5), ONE PART
<br />LIME (HYDRATED LIME A5TM G-201, TYPE N), AND FIVE PARTS SAND (ASTM G-144 AND POTABLE
<br />HATER), DO NOT USE ADMIXTURES. IN COLD HEATHER, HEAT THE SAND AND HATER, IF
<br />TEMPERATURE DROPS TO 30 DEGREES FAHRENHEIT, STOP MASONRY NORK.
<br />FACE E3RIGK (STANDARD BUILDING FINISH)
<br />A. SEE FINISH SCHEDULE.
<br />B. STANDARD: 4" MODULAR BRICK, 5 WN2 1/4"xl /b".
<br />C. BRICK, IF REQUIRED, SHALL MATCH EXISTING. COORDINATE Al WENDY'S REGIONAL ENGINEER,
<br />SALVAGE AND REU5E EX15TING BRICK NHENEVER POSSIBLE.
<br />,
<br />NOTE: FURNISH LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO COMPLETE THE MI5GELLANEOU5
<br />5TTRUGTURAL AND DECORATIVE METAL NORK INDICATED ON THE DRAWINGS, MATERIALS TO MEET
<br />ASTM A-36.
<br />GENERAL
<br />A. PROVIDE STRUCTURAL STEEL MEMBERS AS INDICATED ON THE DRANIN65. AORK SHALL BE IN
<br />ACCORDANCE NITH THE STANDARD OF THE INDUSTRY AND LOCAL 6OVERNIN6 60DE5.
<br />L SHOP DRAAIN65: SUBMIT FOUR (4) SETS OF SHOP DRANIN55 TO THE ARCHITECT FOR
<br />APPROVAL AND DHErKIN6 AS REQUIRED.
<br />2. PROVIDE PROPER ANCHOR BOL75 AS INDIGATED.
<br />5. STRUCTURAL METAL ITEMS TO RECEIVE ONE GOAT OF RUST INHIBITIVE SHOP PRIMER.
<br />ORNAMENTAL METAL RAILINGS (OUTSIDE = SAFETY RAIL � PATIO RAILING)
<br />A. PROVIDE METAL RAILINGS AS INDIGATED ON THE DRANIN65, RAILINGS SHALL BE COMPLETE AITH
<br />POSTS, CAP5, PICKET5, RAILS AND FITTIN55. FIN15H AS NOTED ON DRANIN65.
<br />DIVISION 6 o WOOD, PLASTICS, AND B ITES
<br />FURNISH LABOR, TOOLS, EQUIPMENT AND MATERIALS TO COMPLETE WORK UNDER THIS HEADING A5
<br />INDICATED ON THE DRAWINGS AND DE5GRI5ED IN THE SPECIFICATIONS.
<br />ROUGH GARFENTRY
<br />A. PROVIDE AND MAINTAIN TEMPORARY ENCLOSURES, AND BARRI6ADE5 AS REQUIRED BY GOVERNING
<br />LOCAL ORDINANCES.
<br />B. PROVIDE TEMPORARY DOOR AND NINDOA ENCLOSURES AS REQUIRED.
<br />C. HEADERS TO BE 51ZED AS DETAILED IN THE STRUCTURAL DRAAIN65.
<br />STRUCTURAL LUMBER
<br />A. REFER TO STRUCTURAL DRAAIN65 FOR INFORMATION ON 5TRUCTURAL LUMBER, SHEATHING,
<br />PRE -FABRICATED WOOD JOISTS, FASTENING AND ATTACHMENT.
<br />FINISH CARPENTRY
<br />A. FURNISH LABOR AND MATERIALS TO COMPLETE WORK UNDER THI5 SECTION AS INDICATED ON
<br />DRANIN65 AND DESCRIBED IN THESE SPEGIFIGATION5.
<br />B. HARDNARE DIMENSIONS ARE TO BE NET 51ZE AND NOT NOMINAL SIZE. MATERIAL FOR INTERIOR
<br />FINISH SHALL BE AS FOLLOWS:
<br />I. DINING ROOM TRIM - REFER TO FINISH 56HEDULE 4 DETAILED DRAWINGS.
<br />2. 6OUNTERTOP5 TO BE FURNISHED AND INSTALLED BY KITCHEN EQUIPMENT SUPPLIER.
<br />SOLID 5URFAGING MATERIAL
<br />A. VANITY TOPS AND AINDOW 51LL5: DUPONT GORIAN, GOLOR5 AS NOTED ON DRANIN65.
<br />B. PROVIDE IN THICKNESS, FINISH AND ED6E TREATMENT AS REQUIRED AND COORDINATED AITH THE
<br />OWNER'S REPRESENTATIVE.
<br />BUILDING WRAP/WEATHER BARRIER
<br />A. ASTM E161, TYPE I: DUPONT TYVEK GOMMERGIALARAP.
<br />B. BUILDING-NRAP TAPE: PRE55URE-5ENSITIVE PLASTIC TAPE RECOMMENDED BY BUILDIN5-WRAP
<br />MANUFACTURER FOR SEALING JOINTS AND PEN7RATION5 IN BUILDING WRAP.
<br />s � x
<br />BUILDING INSULATION
<br />A. FURNI5H LABOR, MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE NORK AS INDICATED ON
<br />THE CONSTRUCTION DOCUMENTS AND DESCRIBED IN THE SPECIFICATIONS.
<br />B. EXTERIOR WALL INSULATION: REFER TO INSULATION 5GHEDULE ON DRANIN65.
<br />G. VAPOR BARRIER SHALL BE 5RIFFOLYN T-65 BY REEF INDUSTRIES, INC. OR EQUAL. THE MATERIAL
<br />SHALL HAVE A 5-PLY, H16H DENSITY POLYETHYLENE AND NYLON YARN LAMINATE. MATERIAL SHALL
<br />HAVE A REINFORCED NON-NOVEN GRID AITH A PI TEAR STRENGTH OF AT LEAST 15.0 L55.
<br />VAPOR BARRIER SHALL BE APPLIED IN THE AIDE5T PRACTICAL NIDTH5. SIDE AND END JOINTS
<br />SHALL BE LAPPED AT LEAST 6". LAPS SHALL BE SEALED U51NG FAB TAPE. PUNCTURES OR TEARS
<br />ARE TO BE REPAIRED U51NG 6RIFFOLYN'S 6RIFF TAPE, FAB TAPE OR EQUAL. VAPOR BARRIER
<br />MUST PROVIDE A COMPLETE SEAL TO PREVENT M015TURE TRANSFER. NOTE: FOR SOUTHERN
<br />COASTAL AREAS, THE VAPOR BARRIER SHOULD BE USED ON THE EXTERIOR OF THE WALL. HHERE
<br />THERE IS UNCERTAINTY, FOLLOA LOCAL PRACTICE,
<br />D. RIGID ROOF IN5UULATION: FURNISHED AND INSTAL LED BY THE ROOFING CONTRACTOR. INSULATION
<br />TO BE MINIMUM OF (2) LAYERS OF ROOF MANUFACTURER'S RECOMMENDED INSULATION BOARDS.
<br />INSTALL IN THICKNESS REQUIRED TO MEET THE R-VALUE5 INDICATED IN THE INSULATION SCHEDULE
<br />ON DRAWINGS. CONTRACTOR TO PROVIDE DID UTILIZING DURO=GUARD 150 11 BOARDS. 'ENRGY 3'
<br />INSULATION BOARDS BY JOHNS MANVILLE ARE AN AGGEPTABLE EQUAL.
<br />E. PERIMETER INSULATION: REFER TO INSULATION SCHEDULE ON DRAWINGS..
<br />INSULATION ATTACHMENT (MECHANICAL)
<br />A. THE ROOF INSULATION BOARDS SHALL BE INSTALLED AITH FACTORY APPROVED FASTENERS AND
<br />5TRE55 DISTRIBUTION PLATES. LENGTH RILL VARY TO MEET THE JOB CONDITIONS. A MINIMUM OF
<br />5/6" OF THE FASTENER MU5T PROTRUDE THROUGH THE PLYNOOD DECK.
<br />GENERAL ROOFING
<br />A. COMPONENTS OF THE MANUFACTURERS ROOFING 5Y5TEM SHALL BE PRODUCTS OF THAT
<br />MANUFACTURER. SUBSTITUTES OF THEIR RELATED MATERIALS MUST HAVE PRIOR ACCEPTANCE BY
<br />THE MANUFACTURER.
<br />B. DEVIATION FROM MA%FAGTURER5 SPECIFICATIONS AND INSTALLATION INSTRUCTIONS SHALL VOID
<br />AARRANTY ISSUANCE UNLESS THE DEVIATION 15 APPROVED BY A DULY AUTHORIZED
<br />REPRESENTATIVE OF THE MANUFACTURER IN NRITIN6.
<br />C. SHOP DRAWINGS ARE REQUIRE® FOR ORDERIN6, MANUFAGTURIN6, AND FINAL IN5PECTION OF THE
<br />ROOFING 5Y5TEM. SHOP DRAWINGS SHALL INCLUDE ROOF OUTLINE, SIZE, ROOF PENETRATIONS,
<br />INSULATION TYPE AND THICKNESS, PIECE LAYOUT AND PARAPET LOCATION. ORDERS AND SHOP
<br />DRANIN65 SHALL BE APPROVED BY ROOFING MANUFACTURER AND ASSIGNED A MANUFACTURER
<br />NUMBER.
<br />D. AARRANTY: MANUFACTURERS STANDARD 15 YEAR, N0 DOLLAR LIMIT WARRANTY,
<br />DELIVERY
<br />A. ROOFING AND RELATED MATERIALS SHALL BE DELIVERED TO JOB 51TE IN ORIGINAL PACKAGING
<br />AITH SHIPPING LAPELS INTACT. IF SHORTAGES OR DAMA6E5 ARE DISCOVERED UPON DELIVERY,
<br />D0 NOT ACCEPT THEM UNTIL THE FREIGHT AGENT MAKES A DAMAGED OR SHORT NOTATION ON
<br />YOUR FREI6HT BILL. IN CASE OF CONCEALED L055 OR DAMAGE, IT 15 NECE55ARY TO NOTIFY
<br />YOUR FREIGHT AGENT AT ONCE.
<br />B. FOP: NEAREST MANUFAGTURING FACILITY
<br />I. GRANTS PASS, OR
<br />2. JACKSON, M5
<br />3. SAGINAN, MI
<br />4. 516NOURNEY, IA
<br />5. CARROLTON, TX
<br />HANDLING
<br />A. THERE SHALL BE ADEQUATE PERSONNEL AND EQUIPMENT TO LIFT ROOFING MATERIAL FOR
<br />PLACEMENT ON THE ROOF TO PREVENT DAMAGE TO MATERIAL. THE MATERIAL SHALL BE
<br />DEP051TED ON THE ROOF NEAR THE ENDS OF JOISTS OR OTHER ROOF LOAD BEARING MEMBERS OF
<br />THE BUILDING FRAME AND CONVENIENTLY LOCATED FOR FINAL PLACEMENT.
<br />STORAGE
<br />A. ROOFING MATERIAL SHALL BE STORED IN OR161NAL PA6KA61% TO PROTECT MEMBRANE FROM
<br />GETTING NET OR BEING DAMAGED AND SOILED. ADHESIVES AND SEALANTS SHALL BE PROPERLY
<br />STORED AND PROTECTED AS RECOMMENDED BY THEIR MANUFACTURER5.
<br />OVERNIGHT GOVER
<br />A. A TEMPORARY HATER SEAL SHALL BE PERFORMED EACH NIGHT TO AVOID HATER PENETRATING
<br />UNDERNEATH THE INSTALLED MEMBRANE AND CAUSING DAMAGE TO THE BUILDING AND THE
<br />INSULATION BEING USED.
<br />I. INSTALLATION: AITH THE MEMBRANE EXTENDED OVER EXPOSED INSULATION (IF USED), SET INTO
<br />A HATER RESISTANT, NON -BITUMINOUS SEALANT, GENEROUSLY APPLIED OVER A DUST, GREASE,
<br />AND MOISTURE FREE SUBSTRATE. FASTEN 12" ON CENTER USING TERMINATION BAR.
<br />ROOFING AND SHEET METAL
<br />A. FURNISH AND COMPLETELY INSTALL THE ROOFIN6 SYSTEM PER OWNER'S APPROVED SUPPLIER
<br />SPEDIFIGATIONS AND DIAGRAMS AS OUTLINED AND FURNISHED BY THE SUPPLIER. THE ROOFING
<br />SYSTEM SHALL BE INSTALLED EXCLUSIVELY BY A OWNERS APPROVED MANUFACTURER INSTALLER.
<br />FINAL INSPECTION PRIOR TO AARRANTY 15SUANGE SHALL BE PERFORMED BY AN AUTHORIZED
<br />QUALITY CONTROL FIELD INSPECTOR AS PER CURRENT SPECIFICATIONS, INSTALLATION AND
<br />INSPECTION POLICIES,
<br />SURFACE PREPARATION
<br />A. THE ROOF SHALL HAVE AN ADEQUATELY PREPARED SURFACE TO RECEIVE THE INSULATION,
<br />ROOFING AND FLASHING. PRIOR TO ONSET OF AORK, THE APPLICATOR SHALL INSPECT THE ENTIRE
<br />AREA TO BE ROOFED, AND DEFECTS AND IMPROPER CONDITIONS AFFECTING THE ROOF
<br />INSTALLATION SHALL BE CORRECTED BEFORE APPLICATION OF THE INSULATION.
<br />B. INSTALL 1/2" DENS -DECK PRIME ROOF BOARD OVER R1610 INSULATION PRIOR TO MEMBRANE
<br />INSTALLATION.
<br />WOOD DECKS
<br />A. ROOF SHALL BE GLEAN, SMOOTH AND SUITABLE FOR ACCEPTANCE OF THE ROOFING SYSTEM. REMOVE
<br />AND REPLACE DETERIORATED HOOD NAILERS, ROOF CURBS AND SOURED OR BADLY DETERIORATED
<br />ROOF INSULATION. JOINT OR CRACKS GREATER THAN 114" SHALL BE REPAIRED.
<br />MEMBRANE
<br />A. THE MEMBRANE MATERIAL SHALL BE IN ACCORDANCE NITH APPROVED MANUFACTURER
<br />SPECIFICATIONS. MEMBRANE: (BASE BID)PREC151ON FABRICATED, FLEXIBLE, 5IN6LE-PLY,40 MIL WHITE
<br />PVC, ROOFING SYSTEM. BASIS OF DESIGN: DURO-LAST ROOFING INC. (ALTERNATE BID) SAME AS
<br />LISTED ABOVE BUT 50 MIL.
<br />B. RELATED MATERIALS:
<br />I. DRIP EDGES, GRAVEL STOPS, 60PIN65 AND COUNTER FLA5HIN55 TO BE COMPATIBLE AND
<br />INSTALLED AGGORDING TO ROOF MANUFAGTURER5 5PEGIFI6ATION. IF PRODUCTS USED ARE SHEET
<br />METAL, IT MUST BE A 26 6A (MIN) GALVANIZED. METAL COUNTER FLASHING, COPING, DRIP ED6E5
<br />AND GRAVEL STOPS SHALL HAVE A 5" OVERLAP FOR EXPANSION AND CONTRACTING.
<br />CONTRACTOR TO CON51PER UTILIZING EXCEPTIONAL METALS PRODUCTS TO ENSURE A FULL
<br />SYSTEM NARRANTY.
<br />2. ROOF SCUPPER LININ65: GUT ROOF SCUPPER LINING TO FIT ROOF 56UPPER5, ALLONING ADEQUATE
<br />MATERIAL FOR FIELD AELDIN6 TO ROOF COVER AND BASE FLASHING. APPLY APPROVED
<br />ADHESIVE TO SCUPPER, INSTALL LINING IN SCUPPER AND MAKE FIELD NELD5 TO ROOF COVER AND
<br />BASE FLASHING. APPLY APPROVED SEALANT TO EXTERIOR EDGES OF LINING ON EXTERIOR OF
<br />WALL, UNDER AND ON TOP OF THE TERMINATION BAR SURROUNDING THE E06E5. CONTRACTOR
<br />MUST UTILIZE OURO-LA57 PREFABRICATED SCUPPER FLASHING PER DURO-LA5T DETAIL 2061.
<br />5. WOOD MEMBERS: LUMBER SHALL BE #2 SOUTHERN YELLOW PINE, DOUGLA5 FIR OR OTHER
<br />APPROVED 5PEGIE5, AND IT SHALL BE FREE FROM WARPING, EXCESSIVE KNOTS AND 6RADE
<br />MARKED. IT SHALL BE "HOLMANIZED" (GGA) PRE55URE=TREATED AND SHALL BEAR THE TRADE
<br />MARK "NOLMANIZED" OR AN APPROVED EQUAL TREATMENT.
<br />FLASHING
<br />A. FLASHING ON PARAPET WALLS SHALL BE FASTENED 12" ON CENTER ALONG BOTTOM ON MAIN DECK
<br />WITH A MINIMUM 6" LAP NELDABLE TO DECK MEMBRANE, COVERING APPROVED FASTENERS. PARAPET
<br />WAI L5 SHALL BE COVERED MINIMUM OF 12" HIGH,
<br />B. PROVIDE AND INSTALL FLA5HING FOR PARAPET WALL5. (FINIS; d AS NOTED ON EXTERIOR ELEVATIONS
<br />AND; SCHEDULES.)
<br />C. FLASH AND COUNTER-FLA5H ITEMS THAT PA55 THROUGH THE ROOF PROVIDE "PITCH POCKETS" AS
<br />REQUIRED TO FORM A COMPLETE JOB.
<br />D. PROVIDE NECESSARY MOUNTING CLIPS, 61-05URE5, FASTENINGS, ETC., REQUIRED TO COMPLETE THE
<br />COUNTER-FLA5HING, GRAVEL STOPS, GAPS AND COPINGS, INDICATED ON THE DRMIN65.
<br />PERIMETER LAPS
<br />A. ANY TIME A ROOF EDGE DOES NOT HAVE A PARAPET WALL OR ROOF TIE-IN, (I.E. DRIP EDGE,
<br />AATER/GRAVEL STOP, TERMINATION BAR ON EDGE, GUTTER, ETC) THEN THE ROOF SECTION MUST HAVE
<br />A LAP 21" IN FROM THE EDGE AND REVERSED. THI5 HELPS REDUCE RIND UPLIFT AROUND
<br />PERIMETER5 AND RMR51NG THE LAP, ALLOWS CONTRACTOR APPLICATOR TO PLACE ROOF SECTION
<br />AWAY FROM THE EDGE.
<br />PROJECT/SITE CLEAN-UP
<br />A. UPON COMPLETION, THE ROOFING CONTRACTOR SHALL REMOVE RUBBISH, NA5TE MATERIALS, ETC.
<br />FROM THE ROOF, LEAVING THE ROOF IN A GLEAN CONDITION AND FURTHER REMOVING SUCH ROOFING
<br />DEBRIS FROM THE NORK SITE. A RIGOROUS INSPECTION FOR WATERTIGHT FIELD 5EAM5 SHALL BE
<br />MADE AFTER COMPLETION OF JOB.
<br />I N5PECTI ON5
<br />A. UPON COMPLETION OF EACH ROOFING JOB, CONTRACTOR SHALL FILL OUT INSPECTION CARD AND
<br />RETURN TO MANUFACTUREER, EACH ROOF SHALL BE INSPECTED BY AN AUTHORIZED QUALITY CONTROL
<br />FIELD INSPECTOR TO MAKE SURE APPLICATION MEETS MANUFACTURERS 5PECIFICATION5, BEFORE
<br />ISSUANCE OF AARRANTY. GONTRAGTOR SHALL ACCOMPANY INSPECTOR ON IN5PE6T IQN5 AND OBTAIN
<br />516NED AARRANTY FROM CU5TOMER AND RETURN TO MANUFACTURER, AITH NO FINAL PAYMENT 13FING
<br />MADE UNTIL AN OWNER'S REPRESENTATIVE HAS AARRANTY.
<br />( ONTRArTOR QUALIFICATION A55URANCE
<br />A. THE ROOFING CONTRACTOR 5HALL BE DULY CERTIFIED BY ROOFING MANUFACTURER FOR COMPLETE
<br />APPLICATION AND INSTALLATION OF THI5 ROOFING SYSTEM. TO MAINTAIN ROOF HARRANTY, FUTURE
<br />REPAIRS AND ALTERATIONS SHALL BE MADE BY PER50NNEL DULY CERTIFIED BY ROOFING
<br />MANUFACTURER.
<br />METAL TRIMS
<br />A. THI5 SECTION INCLUDES METAL TRIM AT PARAPET GAPS, HALL CAPS, BREAK METAL TRIMS, AND THE
<br />BOTTOM TRIM ON THE FA56IA5. TRIM MATERIAL SHALL CONSIST OF PREFIN15HED (REFER TO FIN15H
<br />56HEDULE FOR COLOR), .040" ALUMINUM SHEETS OR 24 GA. 6ALVALUME STEEL, FORMED TO THE
<br />PROFILES 5HONN ON THE DRAI ATTACHMENT TO THE SUB STRUCTURE SHALL BE BY
<br />NON-FERROU5 FASTENERS THAT ARE CONGEALED FROM VIER HHERE POI FA5TENER5 NOT
<br />CONCEALED FROM VIER MUST MATCH THE COLOR OF THE TRIM BEING FASTENED.
<br />GORRUISA T ED METAL PANEL SYSTEM
<br />A. MANUFACTURER: ALGOA ARCHITECTURAL PRODUGT5, 50 INDUSTRIAL BLVD., EASTMAN, 5A 31023.
<br />I. SYSTEM: 7.2" RIB PANEL.
<br />B. DE516N REQUIREMENTS:
<br />I. CONTINUOUS, ONE-PIECE, PREFORMED, PREFINISHED 51N6LE LENGTH METAL HALL PANELS AITH
<br />EXPAN5ION JOINTS AT 20'-0" INTERVALS.
<br />2. PANELS, FASTENERS AND OTHER COMPONENTS REQUIRED FOR SPECIFIC PROJECT CONDITIONS.
<br />5. EXPOSED ADJACENT FLASHING SHALL BE OF THE SAME MATERIAL AND FIN15H AS THE PANELS.
<br />4. SEALANT PER MANUFACTURER'S ARITTEN SPECIFICATIONS.
<br />G. SHEET MATERIALS:
<br />I. PREFINISHED BASE SHEET MATERIAL SHALL BE 1.2" RIB PANEL, 20 6AU6E.
<br />2. FINISH COLOR SHALL BE 6LA5516 BRONZE. UNLE55 NOTED OTHERNI5E, PRODUCTS SHALL BE OF
<br />THE SAME FIN15H AND DOLOR.
<br />D. FABRICATION:
<br />I, FABRICATE METAL HALL PANELS AND RELATED SHEET METAL AORK IN ACGORDANCE WITH
<br />APPLICABLE STANDARDS SET FORTH IN THE 5MAGNA ARCHITECTURAL SHEET METAL MANUAL.
<br />2. HALL PANELS AND SHEET METAL FLASHING SHALL BE FABRICATED IN MINIMUM IO'=0" LEN6THS
<br />UNLE55 NOTED OTHERA15E.
<br />E. EXECUTION:
<br />I. G.G. 15 RESPONSIBLE FOR ALL INSPECTION, INSTALLATION, FIELD QUALITY CONTROL AND GLEANING
<br />REQUIREMENTS OUTLINED IN THE MANUFACTURERS NRITTEN SPECIFICATIONS.
<br />SEALANT
<br />A. SURFACES TO RECEIVE SEALANT ARE TO BE DRY AND THOROUGHLY CLEANED OF LOOSE PARTICLES
<br />OF DIRT AND DUST, OIL, GREASE, OR OTHER FOREIGN MA 1 fFR.
<br />B. SEAL AT EXTERIOR DOOR FRAMES, NINDOH FRAMES, AND OPENINGS FOR PLUMBING, ELECTRICAL
<br />REFRIGERANT AND GAS LINES IN EXTERIOR HALLS, FLOORS AND ROOFS.
<br />5EALANT MATERIAL5
<br />A. JOINT LOCATIONS AND JOINT SEALANT TYPES ARE NOTED ON DRAAIN65, AGGEPTABLE
<br />MANUFACTURER/TYPE PER EACH JOINT TREATMENT TYPE 15 AS FOLLON5:
<br />B. J5-1 SINGLE COMPONENT SILICONE
<br />I. DON CORNING iql
<br />2. GE SILICONES 51LPURFLM 5G52 i00
<br />5. PEGORA 665
<br />G. J5-2 SINGLE COMPONENT SILICONE
<br />1. DON CORNING 1q1
<br />2. 5E SILICONES 51LPURFLM 5652700
<br />5. PEGORA 565
<br />D. J5-5 SINGLE COMPONENT SILICONE
<br />I. DON CORNING 0qO-5L
<br />2. PECORA 300 PAVEMENT SEALANT (NONSA6)
<br />E. J5-4 5IN6LE COMPONENT SILICONE
<br />I. DON CORNIN6 8qO-5L
<br />2. PECORA 300 PAVEMENT SEALANT (NON5A6)
<br />F. J5=5 SINGLE COMPONENT SILICONE
<br />I. DON CORNING iE)6 MILDEN RE515TANT
<br />2. 5E SILICONES SANITARY 5CSI100
<br />3. PEGORA 560
<br />E.I.F.5.
<br />A. PROVIDE ADMINISTRATION, FACILITIES, EQUIPMENT, LABOR AND MATERIALS REQUIRED TO FURNISH AND
<br />INSTALL EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) AND DIRECT EXTERIOR FINISH SYSTEM
<br />(DEFS) PRODUCTS AS 5HONN ON THE DRANIN65 AND 5PECI1`IED BELOA.
<br />B. RELATED HORK: MASONRY (DIVISION 4), SHEATHING AND AEATHER BARRIER (DIVISION 6) SHEET
<br />METAL 4 6AULKIN6 (DIVISION 1).
<br />D. DELIVERY, 5TORA6E AND HANDLING: DELIVERED MANUFACTURED PLASTERIN6 PRODUGT5 TO JOB
<br />51TE IN ORIGINAL, UNOPENED PACKAGES, CONTAINERS OR BUNDLES BEARING MANUFACTURER'S NAME
<br />BRAND, TYPE AND 6RADE. KEEP MATERIALS DRY UNTIL USED. STORE UNDER COVER AND OFF THE
<br />GROUND. PROTECT METAL FROM RU5TIN6 AND DAMAGE.
<br />D. NARRANTY PERIOD: 10 YEARS.
<br />E. BASIS OF DESIGN AND SPEGIFICATION: 5TO CORPORATION - "STOTHERM ESSENCE NEXT".
<br />I. 570 TEXTURE: 5TOLIT LIMESTONE TOP -COATED AITH 2 GOAT5 OF 5TO GOAT AGRYL PLUS;
<br />H16H-IMPACT "ARMOR MAT" REINFORCING MESH TO 6=q" ABOVE GRADE.
<br />2. TRONEL APPLY 5TOLIT LIMESTONE TEXTURE TO EIFS AREAS U51N6 SAME INTEGRAL COLORED
<br />FINISH IN NA13=0042. STOIC OAT AGRYL PLUS 60ATIN6 TO BE USED TO TOPCOAT OVER LIME57ONE
<br />FINISH, MINIMUM 2 GOATS TO ACHIEVE GOLOR SPECIFIED IN EXTERIOR FINISH SCHEDULE.
<br />3. AGGEPTABLE ALTERNATE MANUFACTURER/SYSTEM: "DRYVIT" OUT5ULATION PLUS MD SYSTEM.
<br />PROVIDE MATERIAL5, COMPONENTS AND INSTALLATION BY DRYVIT COMPARABLE TO THOSE
<br />LISTED IN THI5 SECTION,
<br />F. MATERIALS:
<br />1. GENERAL: PROVIDE STANDARD PRODUCTS RECOMMENDED BY THE MANUFACTURER FOR THE
<br />APPLICATION INDICATED.
<br />2. HATER: POTABLE AND FREE FROM IMPURITIES THAT AFFECT 5TUGGO.
<br />3. PORTLAND DEMENT: A57M G150, TYPE I; GRAY FOR BASE GOAT.
<br />4. AIR/AATER-RE515TIVE BARRIER 6OMPONENT5:
<br />a. 5TO6UARD
<br />b. STO COLD FILL OR STO GOLD GOAT
<br />3. FLA5HIN6 MATERIALS:
<br />�. LIQUID APPLIED: AquaFlash AND AquaFla5h MESH.
<br />b. SHEET TYPE FLASHING TAPE AND SURFACE CONDITIONER: DRYVIT FLASHING TAPE AND
<br />DRYVIT FLASHING TAPE SURFACE CONDITIONER.
<br />6. 5TO PRIMER ADHESIVE.
<br />i. STARER TRACK: RIGID PVC PLASTIC TRACK PART NO.5TDE BY PLASTIC GOMPONENT5, INC. OR
<br />EQUIVALENT.
<br />G. INSULATION BOARD (EP5 BOARD): ASTM G Bib TYPE I. 3/4" MINIMUM THIGKNESS.
<br />I. DIMENSIONAL TOLERANGE5 SHALL BE AS FOLLOWS:
<br />a. EDGES SHALL BE SQUARE AITHIN I/16" OVER THE ENTIRE LENGTH OF THE BOARD.
<br />b. THI6KNE55 SHALL BE PLUS OR MINUS 1/16".
<br />2. THICKNESS SHALL BE AS INDIGATED ON DRANIN55.
<br />3. MAXIMUM SIZE OF EP5 BOARD SHALL NOT EXCEED 4'X 6.
<br />H. BASE GOAT COMPATIBLE AITH EP5 INSULATION BOARD AND REINFORCING MESHES.
<br />I. REINFORCIN6 MESH: BALANCED, OPEN HEAVE, GLASS FIBER FABRIC TREATED FOR COMPATIBILITY
<br />AITH OTHER SYSTEM MATERIALS.
<br />1. STO ARMOR MAT MESH FOR AREAS BELON 6-o" ABOVE GRADE.
<br />2. STANDARD, DETAIL AND GORNER MESH ELSEAHERE AS REQUIRED.
<br />J. PREPARATION
<br />1. APPLICATION OF THE 5PEGIFIED PRODUCTS SHALL BE BY AN APPLICATOR APPROVED BY THE
<br />PRODUCT MANUFACTURER.
<br />2. FOLLON MANUFACTURER'S LATEST PRINTED APPLICATION INSTRUCTIONS.
<br />5. ALL FEDERAL, LOCAL AND/OR STATE CODE AND ORDINANCES SHALL GOVERN NHEN THEIR
<br />REQUIREMENTS ARE IN EXCESS OF TH05E NOTED IN THIS SECTION,
<br />4. SUBMIT MANUFACTURER'S STANDARD PRINTED INSTRUCTION FOR INSTALLATION OF THE 5Y5TEM.
<br />5. ONE 4'-0" X 4'-0" MOCKUP FOR EACH SUBSTRATE AND ME5H TYPE SHALL BE CONSTRUCTED ON
<br />SITE, INDICATING SIZE, THI6KNE55 AND TEXTURE FOR ONNER AND APGHITEGT'5 APPROVAL.
<br />INSTALLATION SHALL NOT PROGEED UNTIL NRITTEN APPROVAL OF MOCKUP 15 RECEIVED.
<br />6. MANUFACTURERS STANDARD AARRANTY FOR MATERIALS.
<br />K. INSTALLATION
<br />I. AFTER 5ATISFADTORY INSPECTION OF SURFACES AND CORRECTION OF ANY DEVIATIONS FROM
<br />SPECIFICATION REQUIREMENTS, THE EIFS INSTALLATION MAY BE61N. A STARTER STRIP OF MESH
<br />SHALL BE APPLIED TO THE HALL AT THE BASE LINE AITH ADHESIVE PRIOR TO THE INSTALLATION
<br />OF THE INSULATION BOARD.
<br />2. THE STARTER STRIP OF MESH 15 USED TO SEAL/PROTECT THE BOTTOM OF THE FIRST COURSE OF
<br />INSULATION BOARD. IT SHALL BE HIDE ENOUGH TO ADHERE 4" OF MESH ONTO THE HALL, BE ABLE
<br />TO NRAP AROUND THE BOARD EDGE AND COVER APPROXIMATELY 4" ON THE OUTSIDE SURFACE
<br />OF THE BOARD. THI5 "BADKARAP" PROCEDURE SHALL BE FOLLONED AT ALL EXPOSED BOARD
<br />EDGES.
<br />5. APPLY THE ADHESIVE TO THE BACK OF THE INSULATION BOARD AITH PROPER SIZE NOTCHED
<br />TRONEL, RIBBONS OF ADHESIVE SHALL BE UNIFORM AND RUN VERTICAL IN RELATION TO THE
<br />HALL.
<br />4. THE INSULATION BOARDS ARE IMMEDIATELY PLACED HORIZONTALLY ON THE HALLS STARTING
<br />FROM A LEVEL BASE LINE. 5TA66ER VERTICAL JOINTS AND INTERLOCK BOARDS AT ALL INSIDE
<br />AND OUTSIDE CORNERS. APPLY FIRM PRESSURE OVER ENTIRE STRENGTH OF THE BOARDS TO
<br />INSURE UNIFORM GONTTAGT. BOARDS SHALL BRID6E SHEATHING JOINTS BY A MINIMUM OF S". ALL
<br />BOARD JOINTS SHALL BE BUTTED TIGHTLY TOGETHER TO ELIMINATE ANY THERMAL BREAKS IN THE
<br />EIFS. DARE MUST BE TAKEN TO PREVENT ANY ADHESIVE FROM 6ETTIN6 BETAEEN THE JOINTS OF
<br />THE BOARDS. ALL OPEN JOINTS IN THE INSULATION BOARD LAYER SHALL BE FILLED AITH SLIVERS
<br />OF INSULATION BOARD OR AN APPROVED SPRAY FOAM,
<br />5. NAILS, 56REA5, OR ANY OTHER NON -THERMAL MECHANICAL FASTENER SHALL NOT BE USED.
<br />6. ALL AREAS HHERE THE EIFS MEETS DISSIMILAR MATERIAL OR TERMINATES THE INSULATION
<br />BOARD, CUT BACK FROM THE ADJOINING MATERIAL A MINIMUM OF 1/4" TO FORM AN ISOLATION
<br />JOINT AND ALL BOARD EDGES SHALL BE COATED NITH APPROPRIATE GROUND COAT AND MESH IN
<br />AGGORDANCE HITH STANDARD "BACKHRAPPIN6" PROCEDURE. APPROPRIATE 5EALANT/PRIMER
<br />AND BACKER SHALL BE INSTALLED AFTER AROUND GOAT 15 FULLY DRY TO PREVENT ANY HATER
<br />FROM GETTING INTO OR BEHIND THE SYSTEM,
<br />1. EXPANSION JOINTS ARE REQUIRED IN THE EIFS AHERE THEY EX15T IN THE SUBSTRATE AND HHERE
<br />THE EIFS ADJOINS D1551MILAR CONSTRUCTION. THE EIFS SHALL TERMINATE AT THE EXPANSION
<br />JOINT TO PROVIDE APPROPRIATE JOINT SIZE AND ALL BOARD EDGE5 SHALL BE COATED AITH
<br />APPROPRIATE GROUND GOAT AND MESH IN ACCORDANCE HITH STANDARD "BA6KARAPPIN6"
<br />PROCEDURE. APPROPRIATE SEALANT/PRIMER AND BACKER SHALL BE INSTALLED AFTER GROUND
<br />GOAT 15 FULLY DRY TO PREVENT ANY HATER FROM 6ETTIN6 INTO OR BEHIND THE SYSTEM.
<br />5. USE OF PLASTIC OR METAL CORNER BEADS, 5TOPBEADS, ETC., 15 NOT PERMITTED AT EIFS.
<br />q. AFTER INSULATION BOARDS ARE FIRMLY ADHERED, THE 5URFACE SHALL BE RASPED TO ACHIEVE
<br />A SMOOTH, EVEN 5URFA6E AND TO REMOVE ANY ULTRAVIOLET RAY DAMAGE,
<br />10. AT HIGH IMPACT AREAS INSTALL HIGH IMPACT MESH. APPLY GROUND GOAT HITH PROPER SPRAY
<br />EQUIPMENT OR A STAINLESS STEEL TRONEL TO A UNIFORM THICKNESS OF APPROXIMATELY I/6".
<br />AORK HORIZONTALLY OR VERTICALLY IN STRIPS OF 40" AND IMMEDIATELY IMBED THE H16H
<br />IMPACT MESH INTO THE NET GROUND GOAT AND FEATHER OUT SEAMS AND EDGES. THE H16H
<br />IMPACT MESH SHALL BE T16HTLY BUTTED NITH GAPS NOT GREATER THAN 1/8" AT SEAMS. THE
<br />FINISHED THIDKNE55 OF THE GROUND GOAT SHALL BE-5UGH THAT THE HIGH IMPACT MESH IS FULLY
<br />IMBEDDED. ALLNN THE APPLICATION TO DRY BEFORE APPLYING STANDARD REINFORCING MESH
<br />TO ENTIRE AREA AITH APPROPRIATE 6ROUND GOAT.
<br />11. APPLY APPROPRIATE GROUND COAT OVER THE INSULATION BOARD, INCLUDIN6 AREAS NITH HIGH
<br />IMPACT MESH, HITH PROPER SPRAY EQUIPMENT OR A STAINLESS STEEL TRONEL TO A UNIFORM
<br />THICKNESS OF APPROXIMATELY I/16". NORK HORIZONTALLY OR VERTICALLY IN STRIPS OF 40
<br />AND IMMEDIATELY IMBED STANDARD REINFORCING MESH INTO THE NET GROUND GOAT. THE MESH
<br />SHALL BE DOUBLE NRAPPED AT ALL CORNERS AND OVERLAPPED NOT LESS THAN 2-1/2" AT MESH
<br />JOINTS. AVOID NRINKLES IN THE MESH. THE FINISH THICKNESS OF THE GROUND GOAT SHALL BE
<br />SUCH THAT THE MESH 15 FULLY IMBEDDED. ALLOA GROUND COAT TO THOROUGHLY DRY BEFORE
<br />APPLYING PRIMER OR FINISH.
<br />SITE NUMBER:
<br />1535
<br />BASE MODEL:
<br />SPEC
<br />ASSET TYPE: COMPANY/FRANCHISE
<br />CLASSIFICATION:
<br />REFRESH
<br />OWNER:
<br />OWNER NAME
<br />BASE VERSION:
<br />2016 JUL.
<br />UPGRADE CLASSIFICATION:
<br />N/A
<br />PROJECT YEAR:
<br />2016
<br />FURNITURE PACKAGE:
<br />2016
<br />DRAWING RELEASE: MARCH 2O17
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<br />REV. DATE DESCRIPTION
<br />05/50/2011 MARCH 2O11
<br />AI 8=2i=201b 5U15MIT FOR PERMIT
<br />A
<br />4
<br />SEAL
<br />5iO3 REGISTERED
<br />ARCHITECT
<br />JS-27-2018
<br />HOWARD G, KIMURA
<br />STATE IF VAS}-DAx-f�i
<br />.�.`�� ��� fir• ,zs� �� ���,�?��._ �,�.
<br />SPECIFICATIONS
<br />SHEET NUMBER
<br />
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