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<br />SECTION 06100-ROUGH CARPENTRY
<br />1.0 GENERAL
<br />1.1 SCOPE
<br />A. WORK INCLUDED IN THIS SECTION INCLUDES THE FURNISHING OF
<br />LABOR, MATERIALS, EQUIPMENT, AND SERVICES NECESSARY FOR AND
<br />INCIDENTAL TO THE COMPLETION OF ALL ROUGH CARPENTRY
<br />THROUGHOUT THE ENTIRE BUILDING, AS SHOWN ON THE DRAWINGS
<br />AND AS CALLED FOR IN THESE SPECIFICATIONS.
<br />1.2 QUALITY ASSURANCE
<br />A. FIT CARPENTRY TO OTHER WORK: SCRIBE AND COPE AS REQUIRED
<br />FOR ACCURATE FIT, CORRELATE LOCATION OF FURRING, NAILING,
<br />BLOCKING, GROUNDS AND SIMILAR SUPPORTS TO ALLOW PROPER
<br />ATTACHMENT OF OTHER WORK.
<br />B. FACTORY -MARK EACH PIECE OF LUMBER AND PLYWOOD TO IDENTIFY
<br />THE TYPE, GRADE, AGENCY PROVIDING THE INSPECTION SERVICE, THE
<br />PRODUCING MILL AND OTHER QUALITIES AS SPECIFIED HEREIN.
<br />C. COMPLY WITH REQUIREMENTS OF THE FOLLOWING STANDARDS UNLESS
<br />OTHERWISE INDICATED:
<br />1. U.S. DEPARTMENT OF COMMERCE
<br />a. "AMERICAN SOFTWOOD LUMBER STANDARD" (PS 20)
<br />b. "NATIONAL GRADING RULE FOR DIMENSION LUMBER" OF THE
<br />AMERICAN LUMBER STANDARDS COMMITTEE (PS 20)
<br />c. "SOFTWOOD PLYWOOD/CONSTRUCTION AND INDUSTRIAL" (PS
<br />166)
<br />2. AMERICAN WOOD PRESERVERS INSTITUTE
<br />a. AWPI LP-2
<br />b. AWPI C-20B
<br />3. NATIONAL FOREST PRODUCTS ASSOCIATION
<br />a. NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION
<br />(1977)
<br />b. MANUAL FOR HOUSE FRAMING (1977).
<br />2 PRODUCTS
<br />2.1 GENERAL
<br />A. FOR A LUMBER STANDARD, FOR EACH USE, COMPLY WITH THE
<br />"AMERICAN SOFTWOOD LUMBER STANDARD" PS 20 BY THE U.S. DEPT.
<br />OF COMMERCE. NOMINAL SIZES ARE SHOWN OR SPECIFIED: PROVIDE
<br />ACTUAL SIZES COMPLYING WITH THE MINIMUM SIZE REQUIREMENTS OF
<br />PS 20 FOR THE MOISTURE CONTENT SPECIFIED FOR EACH USE.
<br />1. PROVIDE DRESSED LUMBER S4S, UNLESS OTHERWISE SHOWN OR
<br />SPECIFIED.
<br />2. PROVIDE SEASONED LUMBER WITH 19% MAXIMUM MOISTURE
<br />CONTENT AT TIME OF DRESSING AND COMPLYING WITH DRY SIZE
<br />REQUIREMENTS OF PS 20, UNLESS OTHERWISE SPECIFIED.
<br />B. WHERE WOOD FRAMING FROM 2" TO 5" (BUT NOT INCLUDING 5" IN
<br />NOMINAL THICKNESS AND 2" OR MORE IN NOMINAL WIDTH) IS SHOWN
<br />OR SCHEDULE; PROVIDE LUMBER COMPLYING WITH GRADING RULES
<br />WHICH CONFORM TO THE REQUIREMENTS OF THE "NATIONAL GRADING
<br />RULE FOR DIMENSION LUMBER" OF THE AMERICAN LUMBER STANDARDS
<br />COMMITTEE ESTABLISHED UNDER PS 20.
<br />1. FOR LIGHT FRAMING (2" TO 4" THICK AND 2" TO 4" WIDE),
<br />PROVIDE CONSTRUCTION GRADE.
<br />C. WHERE LUMBER LESS THAN 2" IN NOMINAL THICKNESS AND 2" OR
<br />MORE IN NOMINAL WIDTH IS SHOWN OR SPECIFIED, PROVIDE BOARDS
<br />COMPLYING WITH DRY SIZE REQUIREMENTS OF PS 20.
<br />D. WHERE BOARDS WILL BE CONCEALED BY OTHER WORK, PROVIDE THE
<br />FOLLOWING:
<br />1. MOISTURE CONTENT 19% MAXIMUM, MARK BOARDS "S-DRY".
<br />SPECIES AND GRADE: PROVIDE SOUTHERN PINE (SP1B) NO. 2
<br />BOARDS.
<br />E. FOR A PLYWOOD STANDARD, FOR EACH USE, COMPLY WITH THE
<br />REQUIREMENTS FOR "SOFTWOOD PLYWOOD/CONSTRUCTION AND
<br />INDUSTRIAL" PS 1 66 BY THE U.S. DEPT. OF COMMERCE.
<br />1. EXPOSED PLYWOOD: WHERE PLYWOOD WILL BE EXPOSED IN THE
<br />FINISHED WORK, PROVIDE AS SPECIFIED FOR THE TYPE OF
<br />EXPOSURE AND FINISH SHOWN OR SCHEDULED, AS FOLLOWS:
<br />1. CONCEALED PLYWOOD: WHERE PLYWOOD WILL BE CONCEALED BY
<br />OTHER WORK, PROVIDE INTERIOR TYPE PLYWOOD C-D PLUGGED
<br />GRADE, UNLESS OTHERWISE SPECIFIED. PLYWOOD FOR ROOF DECK
<br />AND SIDING TO RECEIVE METAL ROOFING AND SIDING: GRADE C-C
<br />EXTERIOR INDEX NUMBER 48/24.
<br />a. FOR BACKING PANELS FOR ELECTRICAL OR TELEPHONE
<br />EQUIPMENT, PROVIDE FIRE -RETARDANT TREATED STANDARD
<br />GRADE PLYWOOD WITH EXTERIOR GLUE.
<br />F. FOR ANCHORAGE AND FASTENING MATERIALS FOR EACH USE, SELECT
<br />PROPER TYPE, SIZE, MATERIAL AND FINISH COMPLYING WITH THE
<br />APPLICABLE SPECIFICATION AND DETAILS.
<br />G. WHERE LUMBER OR PLYWOOD IS INDICATED AS "TREATED" COMPLY
<br />WITH THE APPLICABLE REQUIREMENTS OF THE AMERICAN WOOD
<br />PRESERVERS INSTITUTE (AWPI). MARK EACH TREATED ITEM TO
<br />COMPLY WITH THE AWPI QUALITY MARK REQUIREMENTS FOR THE
<br />SPECIFIED REQUIREMENTS.
<br />1. PRESSURE TREAT ABOVE GROUND ITEMS WITH WATERBOURNE
<br />PRESERVATIVES COMPLYING WITH AWPI LP-2. OSMOSE K-33 AT
<br />0.45 PCF RETENTION OR WOLMAN CCA AT 0.75 PCF RETENTION.
<br />AFTER TREATMENT, KILN -DRY TO A MAXIMUM MOISTURE CONTENT
<br />OF 15%. TREAT INDICATED ITEMS AND THE FOLLOWING:
<br />a. WOOD, NAILERS, BLOCKING, STRIPPING, AND SIMILAR MEMBERS
<br />IN CONNECTION WITH ROOFING, VAPOR BARRIERS AND
<br />WATERPROOFING.
<br />3.0 EXECUTION
<br />3.1 INSTALLATION
<br />A. SECURELY ATTACH CARPENTRY WORK TO SUBSTRATES BY ANCHORING
<br />AND FASTENING AS SHOWN AND AS REQUIRED BY RECOGNIZED
<br />STANDARDS.
<br />B. SET CARPENTRY WORK ACCURATELY TO REQUIRED LEVELS AND LINES,
<br />WITH MEMBERS PLUMB AND TRUE AND ACCURATELY CUT AND FITTED.
<br />C. USE COMMON WIRE NAILS, EXCEPT AS OTHERWISE SHOWN OR
<br />SPECIFIED. USE FINISHING NAILS FOR FINISH WORK. SELECT
<br />FASTENERS OF SIZE THAT WILL NOT PENETRATE MEMBERS WHERE
<br />OPPOSITE SIDE WILL BE EXPOSED.
<br />D. FOR EXTERIOR INSTALLATIONS, USE HOT -DIP GALVANIZED OR
<br />STAINLESS FASTENERS.
<br />E. WOOD NAILERS AND BLOCKING:
<br />1. ATTACH TO SUBSTRATES SECURELY WITH ANCHOR BOLTS AND
<br />OTHER ATTACHMENT DEVICES.
<br />F. SET WOOD FRAMING ACCURATELY TO REQUIRED LINES AND LEVELS.
<br />PROVIDING FRAMING MEMBERS OF SIZES AND ON SPACINGS SHOWN,
<br />CUT, JOIN AND TIGHTLY FIT FRAMING AROUND OTHER WORK.
<br />END OF SECTION
<br />SECTON 07250 - CMU DRAINAGE SYSTEM
<br />(1.59 MM) WITH (7.94) PERIMETER FLANGE, WITH A WEEP SPOUT
<br />THE GROUTED CORE, REMOVE BRIDGE AND CROSS -BED THE WEBS
<br />OPENING AND A 45 DEGREES DRIP EDGE THAT EXTENDS 1.0 INCHES
<br />ADJACENT TO THE CORE TO BE GROUTED MAKING SURE TO OVERLAP
<br />1.0 GENERAL
<br />(25.4 MM) FROM THE OUTER FLANGE FOR 12" WALL SYSTEM.
<br />THE FLANGE. THIS WILL PREVENT GROUT FROM SPREADING BEYOND THE
<br />1.1 SUMMARY
<br />B.
<br />INTEGRATED WEB SPACER/BRIDGE UNIT IS A HIGH DENSITY
<br />INTENDED CORE.
<br />A. FURNISHING AND INSTALLING COMPLETE SINGLE WYTHE CONCRETE
<br />POLYETHYLENE .0625 INCH THICK (1.59 MM) THAT OVERLAPPED THE
<br />E.
<br />UTILIZE STANDARD MORTAR SPREADING TECHNIQUES WITH MORTAR
<br />MASONRY DRAINAGE SYSTEM.
<br />ADJACENT PAN AND EXTENDS FROM FACE SHELL TO FACE SHELL.
<br />LAPPED, FIRST OVER THE INNER AND SECOND OVER THE OUTER
<br />1.2 REFERENCES
<br />BRIDGE IS REMOVABLE FOR CORNER INSTALLATION.
<br />FLANGES OF THE PAN UNITS. THIS WILL STABILIZE THE UNITS DURING
<br />A. APPLICABLE REQUIREMENTS OF THE LATEST ISSUE OF CONSTRUCTION
<br />C.
<br />DRAINAGE MATTE IS AN OPEN WEAVE POLYESTER MESH (7X16 INCH)
<br />INSTALLATION AND LATER HELP DIVERT MOISTURE INTO THE PAN.
<br />INDUSTRY CODES, STANDARDS AND SPECIFICATIONS REFERENCED HEREIN
<br />F.
<br />REDUCE CLOGGING FROM MORTAR AND GROUT DROPPINGS BY
<br />APPLY TO WORK OF THIS SECTION.
<br />INSTALLED IN EACH CMU CELL ABOVE THE PAN.
<br />INSTALLING THE 7 X 16 INCH POLYESTER MESH DRAINAGE MATTES INTO
<br />1. NATIONAL CONCRETE MASONRY ASSOCIATION (NCMA) TEK NOTES.
<br />3.1 EXECUTION
<br />THE CORE CAVITY ABOVE THE PANS WHICH WILL SUSPEND MORTAR
<br />1.4 SUBMITTALS
<br />.1 3 PREPARATION
<br />DROPPINGS IN THE CORE ALLOWING MOISTURE TO FLOW DOWN THE
<br />A. PRODUCT DATA: CATALOG CUTS, INSTALLATION DETAILS AND
<br />A.
<br />VERIFY ITEMS PROVIDED BY OTHER SECTIONS OF WORK ARE PROPERLY
<br />INSIDE FACE OF THE BLOCK AND INTO THE PAN.
<br />SPECIFICATIONS FOR ALL MATERIALS.
<br />LOCATED.
<br />G.
<br />TOOL ALL HEAD AND BED JOINTS AND REMOVE ANY OBSTRUCTION FROM
<br />B. SAMPLES: OF DRAINAGE PANS WITH DRAINAGE MATTES INCLUDED.
<br />3.2 INSTALLATION OF DRAINAGE SYSTEM
<br />THE WEEP SPOUTS.
<br />1.5 DELIVERY, STORAGE, AND HANDLING
<br />A.
<br />LAY THE COURSE(S) OF BLOCK BELOW THE DESIRED FLASHING LEVEL
<br />H.
<br />INSTALL BUG GUARDS PROVIDED WITH SYSTEM BY INSERTING ONE INTO
<br />A. DELIVER PRODUCTS TO SITE, AND STORE AND PROTECT UNDER
<br />UNTIL ABOVE GRADE.
<br />EACH WEEP SPOUT.
<br />EACH
<br />PROVISIONS OF SECTION ENTITLED MATERIALS AND EQUIPMENT.
<br />B•
<br />INSTALL PANS BY PLACING TWO UNITS ON EACH BLOCK OR EVENLY
<br />3.3
<br />2.0 PRODUCTS
<br />ALONG A FORMED CONCRETE FOUNDATION OR SLAB. THE DRIP EDGE
<br />A.
<br />PROTECT FINISHED WORK.
<br />2.1 MANUFACTURER
<br />(WEEP SPOUT) ON THE PAN SHOULD EXTEND SLIGHTLY BEYOND THE
<br />B.
<br />PROVIDE PROTECTION WITHOUT DAMAGING COMPLETED WORK.
<br />A. CMU DRAINAGE SYSTEM BASIS OF DESIGN
<br />FACE OF THE CMU, A MOLDED REFERENCE LIP ON THE BOTTOM OF THE
<br />3.4 INSTALL AT THE FOLLOWING LOCATIONS
<br />1. BLOK FLASH® AS MANUFACTURED BY MORTAR NET® USA, GARY, IN,
<br />PAN SHOULD REST AGAINST THE EDGE OF THE BLOCK OR SLAB.
<br />A.
<br />ABOVE ALL INTERMEDIATE BOND BEAMS.
<br />TELEPHONE: (800)664-6638;
<br />C.
<br />SPAN THE CONTINUOUS ROW OF PANS WITH ATTACHED WEB
<br />B.
<br />ABOVE ALL DOOR AND OTHER LINTELS ABOVE OPENINGS IN MASONRY.
<br />2. OR APPROVED EQUAL
<br />SPACERS/BRIDGE UNITS DESIGNED TO DIVERT WATER TO THE ADJOINING
<br />C.
<br />ABOVE GROUTED CMU AT TOP OF FLOOR SLAB.
<br />2.2 DRAINAGE SYSTEM
<br />PANS.
<br />END OF SECTION
<br />A. PAN IS A HIGH DENSITY POLYETHYLENE COMPOSITION .0625 INCH THICK
<br />D.
<br />IF THE WALLS ARE REINFORCED, ELIMINATE THE PAN AND BRIDGE AT
<br />SECTION 07410 - PREFORMED METAL STANDING SEAM ROOFING
<br />PACKAGE METAL ROOF PANELS FOR PROTECTION DURING
<br />TOP OF EACH ELEVATION TO CLOSE ENDS OF THE PANELS. METAL
<br />TRANSPORTATION AND HANDLING.
<br />CLOSURES TO BE MADE IN THE SAME MATERIAL AND FINISH AS FACE
<br />PART 1 - GENERAL
<br />B.
<br />UNLOAD, STORE AND ERECT METAL ROOF PANELS IN A MANNER TO
<br />SHEET.
<br />1.1 DESCRIPTION OF WORK
<br />PREVENT BENDING, WARPING, TWISTING AND SURFACE DAMAGE.
<br />G.
<br />FASTENERS: FASTENERS SHALL BE OF TYPE, MATERIAL, SIZE,
<br />A. THIS SECTION COVERS THE PRE -FINISHED, PRE -FABRICATED
<br />C.
<br />STACK METAL ROOF PANELS ON PLATFORMS OR PALLETS, COVERED
<br />CORROSION RESISTANCE, HOLDING POWER AND OTHER PROPERTIES
<br />ARCHITECTURAL STANDING SEAM ROOF SYSTEM. ALL METAL TRIM,
<br />WITH SUITABLE WEATHERTIGHT AND VENTILATED COVERING. STORE METAL
<br />REQUIRED TO FASTEN MISCELLANEOUS FRAMING MEMBERS TO
<br />ACCESSORIES, FASTENERS, AND SEALANTS INDICATED ON THE DRAWINGS
<br />ROOF PANELS TO ENSURE DRYNESS. DO NOT STORE METAL ROOF
<br />SUBSTRATES.
<br />AS PART OF THIS SECTION.
<br />PANELS IN CONTACT WITH OTHER MATERIALS THAT MIGHT CAUSE
<br />H.
<br />SUBSTRATE SHALL BE PLYWOOD
<br />1.2 QUALITY ASSURANCE
<br />STAINING, DENTING OR OTHER SURFACE DAMAGE.
<br />I.
<br />ROOFING UNDERLAYMENT
<br />A. MANUFACTURER AND ERECTOR SHALL DEMONSTRATE EXPERIENCE OF A
<br />D.
<br />PROTECT STRIPPABLE PROTECTIVE COATING ON ANY METAL COATED
<br />J.
<br />ON ALL SURFACES TO BE COVERED WITH ROOFING MATERIAL, FURNISH
<br />MINIMUM OF FIVE (5) YEARS IN THIS TYPE OF PROJECT.
<br />PRODUCT FROM EXPOSURE TO SUNLIGHT AND HIGH HUMIDITY, EXCEPT
<br />AND INSTALL A 40 MIL "PEEL & STICK MEMBRANE", REQUIRED AS
<br />B. PANELS SHALL BE FACTORY -PRODUCED ONLY. NO PORTABLE,
<br />TO THE EXTENT NECESSARY FOR MATERIAL INSTALLATION.
<br />OUTLINED BY METAL PANEL MANUFACTURER. MEMBRANE TO BE A
<br />INSTALLER -OWNED OR INSTALLER -RENTED MACHINES WILL BE
<br />1.9 PROJECT CONDITIONS
<br />MINIMUM OF 40 MIL THICKNESS, SMOOTH, NON -GRANULAR, BY ONE OF
<br />PERMITTED.
<br />A.
<br />WEATHER LIMITATIONS: PROCEED WITH INSTALLATION ONLY WHEN
<br />THE FOLLOWING MANUFACTURERS:
<br />1.3 SUBSTITUTIONS
<br />EXISTING AND FORECASTED WEATHER CONDITIONS PERMIT METAL ROOF
<br />1. W.R GRACE "ICE & WATER SHIELD"
<br />A. THE MATERIAL, PRODUCTS AND EQUIPMENT SPECIFIED IN THIS SECTION
<br />PANEL WORK TO BE PERFORMED.
<br />2. CARLISLE CCW WIP 300HT
<br />ESTABLISH A STANDARD FOR REQUIRED FUNCTION, DIMENSION,
<br />B.
<br />FIELD MEASUREMENTS: VERIFY ACTUAL DIMENSIONS OF CONSTRUCTION
<br />3. MFM CORP "WIND & WATER SHIELD"
<br />APPEARANCE AND QUALITY TO BE MET BY ANY PROPOSED
<br />CONTIGUOUS WITH METAL ROOF PANELS BY FIELD MEASUREMENTS
<br />K.
<br />UNDERLAYMENT SHALL BE LAID IN HORIZONTAL LAYERS WITH JOINTS
<br />SUBSTITUTION.
<br />BEFORE FABRICATION.
<br />LAPPED TOWARD THE EAVES A MINIMUM OF 6", AND WELL SECURED
<br />1.4 SYSTEM DESCRIPTION
<br />1.1000ORDINATION
<br />ALONG LAPS AND AT ENDS AS NECESSARY TO PROPERLY HOLD THE
<br />A. MATERIAL TO COMPLY WITH:
<br />A.
<br />COORDINATE METAL ROOF PANELS WITH RAIN DRAINAGE WORK,
<br />FELT IN PLACE. ALL UNDERLAYMENT SHALL BE PRESERVED UNBROKEN
<br />1. ASTM B209 STANDARD SPECIFICATION FOR ALUMINUM AND
<br />FLASHING, TRIM AND OTHER ADJOINING WORK TO PROVIDE A
<br />AND WHOLE.
<br />ALUMINUM -ALLOY SHEET AND PLATE
<br />LEAK -PROOF, SECURE AND NONCORROSIVE INSTALLATION.
<br />L.
<br />ICE AND WATER SHIELD SHALL LAP ALL HIPS AND RIDGES AT LEAST 12"
<br />1.5 ROOF SYSTEM PERFORMANCE TESTING
<br />PART 2
<br />-PRODUCTS
<br />TO FORM DOUBLE THICKNESS AND SHALL BE LAPPED 6" OVER THE
<br />A. ROOF SYSTEM SHALL BE DESIGNED TO MEET FLORIDA BUILDING CODE
<br />2.1 PANEL DESIGN
<br />METAL OF ANY VALLEY OR BUILT-IN GUTTERS AND SHALL BE INSTALLED
<br />WIND LOAD REQUIREMENTS.
<br />A.
<br />GENERAL: PROVIDE FACTORY -FORMED METAL ROOF PANELS DESIGNED
<br />MA
<br />L L MANUFACTURER TO
<br />AS REQUIRED BY THE STANDING SEAM EAM MA PANE
<br />B. PANELS TO MEET:
<br />TO BE INSTALLED BY LAPPING AND INTERCONNECTING RAISED SIDE
<br />1. WATER PENETRATION: WHEN TESTED PER ASTM E-283/1680 AND
<br />EDGES OF ADJACENT PANELS WITH JOINT TYPE INDICATED AND
<br />ATTAIN THE DESIRED 20 YEAR WEIGHWARRANTY.
<br />ASTM E-331 1646 THERE SHALL BE NO UNCONTROLLED WATER
<br />/
<br />MECHANICALLY ATTACHING PANELS TO SUPPORTS USING CONCEALED
<br />M.
<br />SEALANTS:
<br />1. PROVIDE TWO-PART POLYSULFIDE CLASS B NON -SAG TYPE FOR
<br />PENETRATION OR AIR INFILTRATION THROUGH THE PANEL JOINTS.
<br />CLIPS IN SIDE LAPS. INCLUDE CLIPS, CLEATS, PRESSURE PLATES AND
<br />VERTICAL AND HORIZONTAL JOINTS OR
<br />2. ROOF SYSTEM SHALL BE DESIGNED TO MEET A UL CLASS 90 WIND
<br />ACCESSORIES REQUIRED FOR A WEATHERTIGHT INSTALLATION.
<br />2. ONE PART POLYSULFIDE NOT CONTAINING PITCH OR PHENOLIC
<br />UPLIFT IN ACCORDANCE WITH UL STANDARD 580 AND PANEL
<br />B.
<br />ROOF PANELS SHALL BE SNAP CLAD STANDING SEAM IN 12 WIDTHS
<br />EXTENDERS OR
<br />SYSTEM SHALL BE ASTM 1592 TESTED AND APPROVED
<br />WITH 1 3/4" HIGH SEAM.
<br />3. EXTERIOR GRADE SILICONE SEALANT RECOMMENDED BY ROOFING
<br />3. UL 2218 - IMPACT RESISTANCE RATED.
<br />C.
<br />PANELS TO BE PRODUCED WITH FACTORY SUPPLIED HOT MELT MASTIC
<br />MANUFACTURER OR
<br />1.6 WARRANTIES
<br />IN THE SEAMS.
<br />4. ONE PART NON -SAG, GUN GRADE EXTERIOR TYPE POLYURETHANE
<br />A. WEATHERTIGHT WARRANTY: MANUFACTURER'S STANDARD FORM IN WHICH
<br />D.
<br />PANELS TO BE PRODUCED SMOOTH - FACTORY STANDARD.
<br />RECOMMENDED BY THE ROOFING MANUFACTURER.
<br />MANUFACTURER AGREES TO REPAIR OR REPLACE STANDING SEAM
<br />E.
<br />PANELS TO BE DESIGNED FOR ATTACHMENT WITH CONCEALED FASTENER
<br />2.4 FABRICATION
<br />METAL ROOF PANEL ASSEMBLIES THAT FAIL TO REMAIN WEATHERTIGHT,
<br />CLIPS, SPACED AS REQUIRED BY THE MANUFACTURER TO PROVIDE FOR
<br />A.
<br />COMPLY WITH DIMENSIONS, PROFILE LIMITATIONS, GAUGES AND
<br />INCLUDING LEAKS, WITHIN SPECIFIED WARRANTY PERIOD.
<br />BOTH POSITIVE AND NEGATIVE DESIGN LOADS, WHILE ALLOWING FOR THE
<br />FABRICATION DETAILS SHOWN AND IF NOT SHOWN, PROVIDE
<br />B. WARRANTY PERIOD: 20 YEARS FROM DATE OF SUBSTANTIAL COMPLETION
<br />EXPANSION AND CONTRACTION OF THE ENTIRE ROOF SYSTEM RESULTING
<br />MANUFACTURER'S STANDARD PRODUCT FABRICATION.
<br />C. FINISH WARRANTY: MANUFACTURER'S STANDARD FORM IN WHICH
<br />FROM VARIATIONS IN TEMPERATURE.
<br />B.
<br />FABRICATE COMPONENTS OF THE SYSTEM IN FACTORY, READY FOR FIELD
<br />MANUFACTURER AGREES TO REPAIR FINISH OR REPLACE STANDING SEAM
<br />F.
<br />FORMING: USE CONTINUOUS END ROLLING METHOD. NO END LAPS ON
<br />ASSEMBLY.
<br />METAL ROOF PANELS THAT SHOW EVIDENCE OF DETERIORATION OF
<br />PANELS. NO PORTABLE ROLL FORMING MACHINES WILL BE PERMITTED ON
<br />C.
<br />APPLY SPECIFIED FINISHES IN CONFORMANCE WITH MANUFACTURER'S
<br />FACTORY -APPLIED FINISH WITHIN SPECIFIED WARRANTY PERIOD.
<br />THIS PROJECT; NO INSTALLER -OWNED OR INSTALLER -RENTED MACHINES
<br />STANDARD, AND ACCORDING TO MANUFACTURER'S INSTRUCTIONS.
<br />D. EXPOSED PANELS FINISH - DETERIORATION INCLUDES THE FOLLOWING:
<br />WILL BE PERMITTED. IT IS THE INTENT OF THE ARCHITECT TO PROVIDE
<br />PART
<br />3 - EXECUTION
<br />1. COLOR FADING MORE THAN 5 HUNTER UNITS WHEN TESTED
<br />FACTORY -MANUFACTURED PANEL SYSTEMS ONLY FOR THIS PROJECT.
<br />ACCORDING TO ASTM D 2244
<br />2.2 ACCEPTABLE MANUFACTURERS
<br />A. THIS PROJECT IS DETAILED AROUND THE ROOFING PRODUCT OF
<br />3.1 INSPECTION
<br />A. EXAMINE ALIGNMENT OF STRUCTURAL STEEL AND RELATED SUPPORTS,
<br />2. CHALKING IN EXCESS OF A NO. 8 RATING WHEN TESTED ACCORDING
<br />PETERSEN ALUMINUM CORPORATION PETERSEN ALUMINUM CORP,
<br />PRIMARY AND SECONDARY ROOF FRAMING, SOLID ROOF SHEATHING,
<br />TO ASTM D 4214
<br />3. CRACKING, CHECKING, PEELING OR FAILURE OF PAINT TO ADHERE TO
<br />ACWORTH, GA, 800-272-4482, SNAP CLAD.
<br />PRIOR TO INSTALLATION.
<br />A BARE METAL.
<br />2.3 MATERIALS AND FINISHES
<br />B.
<br />PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS
<br />E. APPLICATOR SHALL FURNISH WRITTEN WARRANTY FOR A TWO (2) YEAR
<br />A.
<br />PREFORMED ROOFING PANELS SHALL BE FABRICATED OF .040 ALUMINUM
<br />HAVE BEEN CORRECTED.
<br />B.
<br />COLOR SHALL BE *STANDARD PAC -CLAD FINISH
<br />3.2 FASTENERS
<br />PERIOD FROM DATE OF SUBSTANTIAL COMPLETION OF BUILDING
<br />C.
<br />FINISH SHALL BE KYNAR 500 OR HYLAR 5000 FLUOROCARBON COATING
<br />A.
<br />SECURE UNITS TO SUPPORTS
<br />COVERING REPAIRS REQUIRED TO MAINTAIN ROOF AND FLASHINGS IN
<br />WITH A TOP SIDE FILM THICKNESS OF 0.70 TO 0.90 MIL OVER A 0.25
<br />B.
<br />PLACE FASTENERS AS INDICATED IN MANUFACTURER'S STANDARDS.
<br />WATERTIGHT CONDITION.
<br />TO 0.3 MIL PRIME COAT TO PROVIDE A TOTAL DRY FILM THICKNESS OF
<br />3.3 INSTALLATION
<br />1.7 SUBMITTALS
<br />0.95 TO 1.25 MIL, TO MEET AAMA 621. BOTTOM SIDE SHALL BE COATED
<br />A.
<br />PANELS SHALL BE INSTALLED PLUMB AND TRUE IN A PROPER
<br />A. PROVIDE FINISH SAMPLES OF ALL COLORS SPECIFIED.
<br />WITH A PRIMER WITH A DRY FILM THICKNESS OF 0.25 MIL. FINISH SHALL
<br />ALIGNMENT AND IN RELATION TO THE STRUCTURAL FRAMING. THE
<br />B. SHOP DRAWINGS: SHOW FABRICATION AND INSTALLATION LAYOUTS OF
<br />CONFORM TO ALL TESTS FOR ADHESIONS, FLEXIBILITY AND LONGEVITY
<br />ERECTOR MUST HAVE AT LEAST FIVE YEARS SUCCESSFUL EXPERIENCE
<br />METAL ROOF PANELS, METAL SOFFIT PANELS, DETAILS OF EDGE
<br />AS SPECIFIED BY KYNAR 500 OR HYLAR 50DO FINISH SUPPLIER.
<br />WITH SIMILAR APPLICATIONS.
<br />CONDITIONS, SIDE -SEAM JOINTS, PANEL PROFILES, CORNERS,
<br />D.
<br />IF STRIPPABLE COATING TO BE APPLIED ON THE PRE -FINISHED PANELS
<br />B.
<br />INSTALL METAL PANELS, FASTENERS, TRIM AND RELATED SEALANTS IN
<br />ANCHORAGES, TRIM, FLASHINGS, CLOSURES AND ACCESSORIES, AND
<br />TO THE TOP SIDE TO PROTECT THE FINISH DURING FABRICATION,
<br />ACCORDANCE WITH APPROVED SHOP DRAWINGS AND AS MAY BE
<br />SPECIAL DETAILS. DISTINGUISH BETWEEN FACTORY AND
<br />SHIPPING AND HANDLING, FILM SHALL BE REMOVED BEFORE
<br />REQUIRED FOR A WEATHER -TIGHT INSTALLATION.
<br />FIELD -ASSEMBLED WORK
<br />INSTALLATION.
<br />C.
<br />REMOVE ALL STRIPPABLE COATING AND PROVIDE A DRY -WIPE DOWN
<br />C. COORDINATION DRAWINGS: ROOF PLANS, DRAWN TO SCALE, ON WHICH
<br />E.
<br />TRIM: TRIM SHALL BE FABRICATED OF THE SAME MATERIAL AND FINISH
<br />CLEANING OF THE PANELS AS THEY ARE ERECTED.
<br />THE FOLLOWING ARE SHOWN AND COORDINATED WITH EACH OTHER,
<br />TO MATCH THE PROFILE, AND WILL BE PRESS BROKEN IN LENGTHS OF
<br />3.4 DAMAGED
<br />MATERIAL
<br />B
<br />B
<br />BASE DON INPUT FROM INSTALLER OF THE ITEMS INVOLVED:
<br />10 TO 12 FEET. TRIM SHALL BE FORMED ONLY BY THE MANUFACTURER
<br />A.
<br />UPON DETERMINATION OF RESPONSIBILITY, REPAIR OR REPLACE
<br />1. ROOF PANELS AND ATTACHMENTS
<br />OF THEIR APPROVED DEALER. TRIM TO BE ERECTED IN OVERLAPPED
<br />DAMAGED METAL PANELS AND TRIM TO THE SATISFACTION OF THE
<br />2. BRACINGS AND SUPPORTS
<br />CONDITION. USE LAP STRIPS ONLY AS INDICATED ON DRAWINGS. MITER
<br />ARCHITECT AND OWNER.
<br />1.8 DELIVERY, STORAGE AND HANDLING
<br />CONDITIONS SHALL BE FACTORY WELDED MATERIAL TO MATCH THE
<br />END OF SECTION
<br />A. DELIVER COMPONENTS, SHEETS, METAL ROOF PANELS AND OTHER
<br />SHEETING.
<br />MANUFACTURED ITEMS SO AS NOT TO BE DAMAGED OR DEFORMED.
<br />F.
<br />CLOSURES: USE COMPOSITION OR METAL PROFILED CLOSURES AT THE
<br />SEAL
<br />\JD. CHRISTIE, A.I.A.
<br />No. AR0016722
<br />SEAL
<br />v
<br />vNVM&CUED
<br />3802 Ehrlich Road, Suite 306
<br />Tampa, FL 33624
<br />Phone: (813)549-3740, Fax: (813)549-3744
<br />EBOD06691
<br />www.mckimcreed.com
<br />LOUVER SCHEDULE
<br />MARK
<br />MANUFACTURER
<br />MODEL NUMBER
<br />LOUVER SIZE (WxH)
<br />FREE AREA
<br />MATERIAL
<br />FL APPROVAL N0.
<br />NOTES
<br />LV-1
<br />RUSKIN
<br />ELC6375DXD
<br />5'-4" x 2'-O"
<br />44%
<br />ALUMINUM
<br />12232.1
<br />1-6
<br />NOTES:
<br />1. PROVIDE FACTORY SLEEVE(S) AND DAMPERS FOR ALL LOUVERS
<br />2. INSTALL LOUVER AT HEIGHT AS DESIGNATED ON ARCHITECURAL DRAWINGS
<br />3. LOUVER TO BE PROVIDED WITH FACTORY INSECT SCREEN
<br />4. LOUVER FINISH SHALL BE KYNAR - COLOR SELECTED BY OWNER
<br />5. PROVIDE FACTORY SUBMITTAL FOR SLEEVE SIZES TO GENERAL CONTRACTOR FOR COORDINATION PURPOSES PRIOR TO CONSTRUCTION
<br />6. PROVIDE HAND QUADRANT FOR CLOSURE OF LOUVER DAMPER(S)
<br />FAN SCHEDULE
<br />MARK
<br />MANUFACTURER
<br />MODEL #
<br />SPACE
<br />TYPE
<br />C.F.M.
<br />R.P.M.
<br />SONES
<br />S.P.
<br />MAX
<br />WATTS
<br />H.P.
<br />VOLTS
<br />PHASE
<br />NOTES
<br />EF-1
<br />COOK ACWD
<br />10OW15DH
<br />MECHANICAL ROOM
<br />WALL EXHAUST
<br />650
<br />1550
<br />9.6
<br />.25
<br />159
<br />1/8
<br />120V
<br />1 P
<br />1-3
<br />EF-1
<br />COOK ACWD
<br />100W15DH
<br />CHEMICAL ROOM
<br />WALL EXHAUST
<br />650
<br />1550
<br />9.6
<br />.25
<br />159
<br />1/8
<br />120V
<br />1 P
<br />1-3
<br />NOTES:
<br />1. PROVIDE BACKDRAFT DAMPER
<br />2. FACTORY PLUG DISCONNECT
<br />3. PROVIDE LINE -VOLTAGE THERMOSTAT SET AT 80 DEGREES F. OR PER OWNER
<br />DOOR AND FRAME SCHEDULE
<br />DOOR
<br />FRAME
<br />FL.
<br />DOOR
<br />UL
<br />HDW
<br />APPROVAL
<br />REMARKS
<br />SIZE
<br />DETAILS
<br />*
<br />N0.
<br />LABEL
<br />MANUFACTURER
<br />MODEL #
<br />MAT'L.
<br />TYPE
<br />GLAZING
<br />MAT'L.
<br />TYPE
<br />SET
<br />#
<br />WIDTH
<br />HGT.
<br />M.O.
<br />THK.
<br />HEAD
<br />JAMB
<br />SILL
<br />01
<br />N/A
<br />SPECIAL-LITE, INC
<br />SL-17
<br />PR. S-2"
<br />7'-2"
<br />6'-8" x 7'-4"
<br />1 3/4"
<br />FRP
<br />D1
<br />LAM
<br />ALUM
<br />F1
<br />H-1
<br />J-1
<br />S-1
<br />HW-1
<br />9875.2
<br />02
<br />N/A
<br />SPECIAL-LITE, INC
<br />SL-17
<br />S-0"
<br />7'-2"
<br />3'-4" x 7'-4"
<br />1 3/4"
<br />FRP
<br />D1
<br />N/A
<br />ALUM
<br />F1
<br />H-1
<br />J-1
<br />S-1
<br />HW-2
<br />9875.1
<br />MATERIAL LEGEND
<br />HARDWARE SETS (ALL FINISHES STAINLESS STEEL
<br />UNO)
<br />LAM = 5/16" OLD CASTLE STORM GLASS (1/8"
<br />HW-1 (BY DOOR MANUF.)
<br />HW-2
<br />(BY DOOR MANUF.)
<br />ANNEALED GLASS, 0.070" STORM GLASS PVB
<br />INTERLAYER, 1/8" ANNEALED GLASS)
<br />2 CONTINUOUS GEAR HINGE SL-11 HD
<br />1
<br />CONTINUOUS GEAR HINGE SL-11HD
<br />ALUM = ALUMINUM
<br />2 3-POINT EXIT DEVICE: VON DUPRIN CD9957NL-R/V
<br />4' US32D
<br />1
<br />3-POINT EXIT DEVICE: VON DUPRIN CD9957NL-R/V 4' US32D
<br />FR
<br />FRP = FIBERGLASS REINFORCED PLASTIC
<br />1 MULLION: VON DUPRIN REMOVABLE MULLION 4954
<br />1
<br />CLOSER: DORMA TS93-5PTHO ANSI 689
<br />HM
<br />STL
<br />= HOLLOW METAL
<br />= STEEL (GALVANIZED)
<br />2 CLOSERS: DORMA TS93-5PTH0 ANSI 689
<br />1
<br />THRESHOLD: SPECIAL-LITE THRS-4
<br />1 THRESHOLD: SPECIAL-LITE THRS-4
<br />1
<br />SPECIAL-LITE WEATHERSTRIPPING PACKAGE 315CR
<br />N/A = NOT APPLICABLE
<br />2 SPECIAL-LITE WEATHERSTRIPPING PACKAGE 315CR
<br />DRAINAGE
<br />MAT
<br />BLOK-FLASH®
<br />SPLIT FACE
<br />CMU
<br />SEALANT
<br />(TYP)
<br />HEAD (H-1)
<br />SPLIT FACE
<br />CMU
<br />SEALANT
<br />(TYP)
<br />JAMB (J-1)
<br />THRESHOLD SET
<br />IN SEALANT
<br />8" CMU
<br />SEE STRUCT. FOR
<br />LINTEL REINF.
<br />8" CMU LINTEL
<br />\ SEALANT
<br />(TYP)
<br />SEALANT
<br />(TYP)
<br />SEE STRUCT.
<br />FOR REINF.
<br />MASONRY
<br />ANCHORS PER
<br />MANUF. FL
<br />APPROVAL
<br />INSTRUCTIONS, TYP.
<br />O
<br />w ..:.
<br />FIN. CONC.
<br />FLOOR
<br />a
<br />r , '- 1 v .
<br />-------
<br />u_....
<br />SILL (S-1)
<br />TYP. EXTERIOR DOOR
<br />SEALANT
<br />(TYP)
<br />3 - HEAD, JAMB & SILL DETAILS
<br />SCALE: 1 1 /2" = 1'-0"
<br />HEAD (H-2)
<br />JAMB (J-2)
<br />SILL (S-2)
<br />TYP. LOUVER
<br />CITY OF ZEPHYRHILLS
<br />5335 8th Street
<br />Zephyrhills, FL 33542
<br />Phone: (813)780-0000
<br />s
<br />SEE STRUCT. FOR
<br />LINTEL REINF. N
<br />I
<br />8" CMU LINTEL
<br />ALUM. ANGLES AND
<br />FASTENERS PER MANUF.
<br />FL PRODUCT APPROVAL
<br />INSTALLATION
<br />INSTRUCTIONS, TYP.
<br />SEE STRUCT.
<br />FOR REINF.
<br />ANOD. ALUM.
<br />CONTINUOUS FRAME
<br />W/ MITERED & WELDED
<br />CORNERS W/ S.S.
<br />SCREWS 0 24" O.C.
<br />1 1 /2" X 1 1 /2" X 1/8"
<br />ALUM. CLIP ANGLE, 24"
<br />O/C & 6" FROM ENDS.
<br />ATT. TO LOUVER W/2-#10
<br />TEK SCREWS PER CLIP.
<br />(NIRC)
<br />FASTENER (NIRC)
<br />ALUM. SILL FLASHING
<br />BY LOUVER MANUF. -
<br />MATCH LOUVER FINISH
<br />PAINTED CMU (TYP)
<br />l
<br />\
<br />`\
<br />\
<br />\
<br />\
<br />'-10"
<br />fi
<br />TYPE D1
<br />2„
<br />21,
<br />CV
<br />TYPE F1
<br />3'- 0"
<br />\
<br />\
<br />N \\ N
<br />TYPE D2
<br />1 - DOOR & FRAME TYPES
<br />SCALE: 1 /4" = V-0"
<br />2 - ATTIC ACCESS DETAIL
<br />SCALE: 1 1/2" = 1'-0"
<br />PRODUCTION WELLS
<br />No. 11 AND No. 12
<br />WELL SITE IMPROVEMENTS
<br />BUILDING DATA & NOTES
<br />TYPE F2
<br />ENGINEERED
<br />f TRUSS
<br />OOD FRAMING
<br />fED T1-11
<br />COD CEILING
<br />FED 1 x3 WOOD
<br />Fni,m FED T1-11
<br />PLYWOOD ACCESS
<br />HATCH PANEL
<br />DATE:
<br />FEBRUARY 2012
<br />MCE PROJ.
<br /># 4584-0003
<br />DRAWN
<br />JC3/JDC
<br />DESIGNED
<br />JDC
<br />CHECKED
<br />JSL
<br />PROJ. MGR.
<br />MSL
<br />SCALE
<br />HORIZONTAL:
<br />N/A
<br />VERTICAL:
<br />N/A
<br />STATUS: REVISION
<br />ISSUE FOR BID
<br />
|