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< <br />r., <br />12 <br />0 <br />',N <br />0 <br />z <br />Ad <br />< <br />< <br />L <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 /CON STRU CTI ON 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 FIR <br />AMING (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 NTH AWPI LP-2. OSMOSE K-33 AT <br />0.45 PCIF RETENTION OR WOLMAN CCA AT 0.75 PCIF 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 07280 - 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 />3.0 EXECUTION <br />THE CORE CAVITY ABOVE THE PANS WHICH WILL SUSPEND MORTAR <br />1.4 SUBMITTALS <br />3.1 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 />PROVISIONS OF SECTION ENTITLED MATERIALS AND EQUIPMENT. <br />B. <br />INSTALL PANS BY PLACING TWO UNITS ON EACH BLOCK OR EVENLY <br />3.3 PROTECTION <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 />1. <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'p OVER THE <br />A. ROOF SYSTEM SHALL BE DESIGNED TO MEET FLORIDA BUILDING CODE <br />2.1 PANEL <br />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 />B. PANELS TO MEET: <br />TO BE INSTALLED BY LAPPING AND INTERCONNECTING RAISED SIDE <br />AS REQUIRED BY THE STANDING SEAM PANEL MANUFACTURER TO <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 WEATHERTIGHTNESS WARRANTY. <br />ASTM E-331/1646 THERE SHALL BE NO UNCONTROLLED WATER <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 MANUFACTURIER'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 />1. COLOR FADING MORE THAN 5 HUNTER UNITS WHEN TESTED <br />FACTORY- MAN UFACTU RED PANEL SYSTEMS ONLY FOR THIS PROJECT. <br />PART 3 - EXECUTION <br />ACCORDING TO ASTM D 2244 <br />2.2 ACCEPTABLE MANUFACTURERS <br />3.1 INSPECTION <br />2. CHALKING IN EXCESS OF A NO. 8 RATING WHEN TESTED ACCORDING <br />A. <br />THIS PROJECT IS DETAILED AROUND THE ROOFING PRODUCT OF <br />A. <br />EXAMINE ALIGNMENT OF STRUCTURAL STEEL AND RELATED SUPPORTS, <br />TO ASTM D 4214 <br />PETERSEN ALUMINUM CORPORATION PETERSEN ALUMINUM CORP, <br />PRIMARY AND SECONDARY ROOF FRAMING, SOLID ROOF SHEATHING, <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 />3.2 FASTENERS <br />HAVE BEEN CORRECTED. <br />PERIOD FROM DATE OF SUBSTANTIAL COMPLETION OF BUILDING <br />B. <br />C. <br />COLOR SHALL BE *STANDARD PAC -CLAD FINISH <br />FINISH SHALL BE KYNAR 500 OR HYLAR 5000 FLUOROCARBON COATING <br />A. 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 5000 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 MATERIAL <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 />4 <br />M & C U E D <br />4;*P <br />3802 Ehrlich Road, Suite 306 <br />Tampa, FL 33624 <br />Phone: (813)549-3740, Fax: (813)549-3744 <br />EB0006691 <br />www. rn ckim creed. com <br />LOUVER SCHEDULE <br />MARK <br />MANUFACTURER <br />MODEL NUMBER <br />LOUVER SIZE (WxH) <br />FREE AREA <br />MATERIAL <br />FL APPROVAL No. <br />NOTES <br />LV- 1 <br />RUSKIN <br />ELC6375DXD <br />5y-41P x 2P-01P <br />44% <br />ALUMINUM <br />19232.1 <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 />1P <br />1-3 <br />EF-1 <br />COOK ACWD <br />10OW15DH <br />CHEMICAL ROOM <br />WALL EXHAUST <br />650 <br />1550 <br />9.6 <br />.25 <br />159 <br />1/8 <br />1 20V <br />1P <br />1 <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 />N 0. <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 />SI LL <br />N/A <br />SPECIAL-LITE, INC <br />SL-17 <br />PR. S-21P <br />7P-20F <br />6'-8" x <br />7'-4" <br />1 3/4" <br />FRIP <br />D1 <br />LAM <br />ALUM <br />F1 <br />H-1 <br />J-1 <br />S-1 <br />HW-1 <br />9875.2 <br />@ <br />N/A <br />SPECIAL-LITE, INC <br />SL-17 <br />S_0" <br />7'-2" <br />3'-4" x <br />7'-4" <br />1 3/4" <br />FRP <br />D1 <br />N/A <br />ALUM <br />F-1 <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 (BY DOOR MANUF.) <br />ANNEALED GLASS, 0.070" STORM GLASS PVB <br />INTERLAYER, 1/8" ANNEALED GLASS) <br />2 <br />CONTINUOUS GEAR HINGE SL-11HD <br />1 CONTINUOUS GEAR HINGE SL-11HD <br />ALUM = ALUMINUM <br />2 <br />3-POINT EXIT DEVICE: VON DUPRIN CD9957NL-R/V <br />4' US32D <br />1 3-POINT EXIT DEVICE: VON DUPRIN CD9957NL-R/V 4' US32D <br />FRP = FIBERGLASS REINFORCED PLASTIC <br />1 <br />MULLION:VON DUPRIN REMOVABLE MULLION 4954 <br />1 CLOSER:DORMA TS93-51PTHO ANSI 689 <br />HM <br />STL <br />= HOLLOW METAL <br />= STEEL (GALVANIZED) <br />2 <br />CLOSERS:DORMA TS93-5PTHO ANSI 689 <br />1 THRESHOLD: SPECIAL-LITE THRS-4 <br />PACKAGE 315CR <br />1 <br />THRESHOLD: SPECIAL-LITE THRS-4 <br />1 SPECIAL-LITE WEATHERSTRIPPING <br />N/A = NOT APPLICABLE <br />I <br />2 <br />SPECIAL-LITE WEATHERSTRIPPING PACKAGE 315CR <br />DRAINAGE <br />MAT <br />BLOK-FLASHO <br />SPLIT FACE <br />CMU <br />SEALANT <br />(TYP) <br />SPLIT FACE <br />CMU <br />SEALANT <br />(TYP) <br />a" CMU <br />SEE STRUCT. FOR <br />LINTEL REINF. <br />8" CMU LINTEL <br />SEALANT <br />(TYP) <br />�4 <br />HEAD (H-1) <br />SEALANT <br />(TYP) <br />SEE STRUCT. <br />FOR REINF. <br />MASONRY <br />ANCHORS PER <br />MANUF. FIL <br />APPROVAL <br />INSTRUCTIONS, TYP. <br />JAMB (J-1) <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 />SEE STRUCT. FOR <br />LINTEL REINF. <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 />00 <br />C14 <br />10 <br />TYPE D1 <br />2?p 2" <br />N <br />TYPE F1 <br />3'- 0" <br />C14 C14 <br />TYPE D2 <br />2" 2" <br />3P-Opp <br />C4 <br />TYPE F2 <br />TYPES <br />1 DOOR & FRAME <br />SCALE: 1/4" 1'-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 />-ENGINEERED <br />TRUSS <br />�OOD FRAMING <br />TED T11-111 <br />'OOID CEILING <br />TED 1 x3 WOOD <br />..�TED T11-11 <br />PLYWOOD ACCESS <br />HATCHIPANEL <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 />3TATUS: REVISION <br />ISSUE FOR BID <br />I I Til [T' -r- FTU�TF <br />