Design for Daytona State College Building th Street. New Smyrna Beach, FL 32168

Transcription

1 Design for Building- 268 VICINITY MAP. The scope of work for this project, repair existing metal roofing, aluminum framed window system and replace louver systems. 2 4 TITLE SHEET ROOF PLANS S 2. All work shall meet or exceed the requirements of the governing code: Florida Building Code. th Edition, (204) and meet or exceed the requirements of the SREF and FFPC codes.. To the best of my knowledge, these drawings and specifications are complete and comply with the Florida Building Code. N o r t h 6 7 ELEVATIONS ELEVATIONS Certificate of Authorization #262 Registered, Florida 840 TITLE SHEET Design for Building- PROJECT: DATE: FIGURE: of 7 28 DIRECTORS ROW SUITE 00

2 PART - GENERAL.0 DESCRIPTION AND RESPONSIBILITIES A. GENERAL:. WORK ON THIS PROJECT INCLUDES SPECIFIED WORK ON THE METAL ROOFING, ALUMINUM FRAMED WINDOW SYSTEM AND LOUVER SYSTEM LOCATED AT 940 0th STREET NEW SMYRNA BEACH, FL AS DESCRIBED HERE IN. WORK PERFOMED ON THE METAL ROOFING SYSTEM AND LOUVER SYSTEM IS TO BE PERFORMED BY A QUALIFIED SHEET METAL CONTRACTOR WHOS CORE FOCUS IS SHEET METAL ROOF INSTALLATIONS ONLY. 2. THE CONTRACTOR IS RESPONSIBLE FOR COMPLETING ALL SPECIFIED REQUIREMENTS NECESSARY TO PROVIDE FOR COMPLETED WORK BEING SOUND, DURABLE AND WATERTIGHT.. THE CONTRACTOR IS RESPONSIBLE FOR COMPLETING ALL CONTRACTED WORK IN STRICT ACCORDANCE WITH PROJECT REQUIREMENTS AND/OR MANUFACTURER REQUIREMENTS WHICHEVER IS MORE STRINGENT. ALL WORK SHALL BE INSTALLED IN STRICT ACCORDANCE WITH REQUIREMENTS OF GOVERNING AUTHORITIES AND BUILDING CODES. 4. ROOFTOP DESIGN PRESSURE PER FBC: th EDITION, (204). FIELD 4. PSF PERIMETER 90.8 PSF CORNER 6.7 PSF B. PREPARATION:. CONDUCT A COMPLETE INVESTIGATION OF THE EXISTING PROJECT CONDITIONS TO IDENTIFY THE AREAS OF WORK, EXTENT OF WORK AND CONSIDERATIONS REQUIRED TO COMPLETE THE WORK. NO CONSIDERATION WILL BE GIVEN TO CLAIMS BASED ON A DIFFERENCE BETWEEN ACTUAL AND ASSUMED CONDITIONS. COORDINATE ALL SITE INSPECTIONS WITH REPRESENTATIVES OF FACILITIES MAINTENANCE. 2. TAKE FIELD MEASUREMENTS, VERIFY FIELD CONDITIONS AND CAREFULLY COMPARE SUCH FIELD MEASUREMENTS AND CONDITIONS AND OTHER INFORMATION KNOWN TO THE CONTRACTOR BEFORE COMMENCING ACTIVITIES. FIELD MEASUREMENTS MUST BE TAKEN. DESTRUCTIVE ANALYSIS DURING THE BID PREPARATION IS ALLOWABLE TO FIELD VERIFY ALL CONDITIONS. CONTRACTORS SHALL BE RESPONSIBLE FOR EFFECTIVELY REPAIRING ANY FIELD CUTS THE SAME DAY OF INSPECTION.. DRAWINGS FROM ORIGINAL CONSTRUCTION CAN BE REVIEWED IF AVAILABLE TO BIDDERS AT THE PROJECT SITE TO ASSIST WITH THEIR ESTIMATING OF THE PROJECT. FULL SETS OR ORIGINAL DRAWINGS SHALL NOT BE PRINTED AND ISSUED TO CONTRACTORS AND ARE NOT PART OF THE REMEDIATION BIDDING PACKAGE. CONTRACTOR SHALL UTILIZE ALL DOCUMENTS TO ASSIST WITH THE ESTIMATE PREPARATION. OWNER NOR CONSULTANT ARE RESPONSIBLE FOR ERRORS OR MISINTERPRETATIONS RESULTING FROM THE USE OF BID DOCUMENTS. C. SPECIAL PROJECT CONDITIONS:. MINIMIZE DISTURBANCE TO THE FACILITY AND ITS OCCUPANTS AND COMPONENTS. THERE SHALL BE NO INTERFERENCE WITH THE OPERATION OR USE OF THE FACILITY. 2. PROTECT THE BUILDING, THE PROPERTY, THE BUILDING OCCUPANTS AND THEIR PROPERTY.. PROVIDE PROTECTIVE BARRICADES, ENCLOSURES, DIRECTIONAL AND WARNING SIGNAGE AND OTHER METHODS TO ASSURE SAFE PASSAGE OF PEDESTRIANS AND VEHICLES IN, NEAR AND AFFECTED BY AREAS OF THE WORK. 4. DO NOT DISRUPT SERVICES OR BLOCK EGRESS. THERE SHALL BE NO INTERFERENCE WITH LIFE SAFETY FEATURES.. IN ADDITION TO PERFORMING THE WORK HEREIN DEFINED, KEEP ALL AREAS IN A WATERTIGHT CONDITION THROUGHOUT CONSTRUCTION PERIOD. CONTRACTOR SHALL PROVIDE AND BEAR ALL COSTS ASSOCIATED WITH TEMPORARY WATERPROOFING. 6. REPAIR AND REINSTALL ITEMS DAMAGED DURING THE COURSE OF THE WORK OF THIS PROJECT. REUSE OF ANY ITEMS INVOLVED IN THE WORK IS SUBJECT TO THE CONTRACTOR'S ABILITY TO REMOVE, STORE AND REINSTALL THE ITEM WITHOUT PERMANENTLY DAMAGING OR MARRING THE ITEMS TO BE REUSED. IF THE CONTRACTOR IS UNABLE TO REUSE ANY ITEM AS PRESCRIBED HEREIN, HE SHALL SUBSTITUTE NEW MATERIAL TO MATCH EXISTING IN LIEU OF REUSING IT. CONTRACTOR MAY ALSO ELECT TO USE NEW MATERIAL TO MATCH EXISTING IN LIEU OF REUSE OF EXISTING FOR HIS OWN CONVENIENCE. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE BUILDINGS EXTERIOR AND GROUNDS, INCLUDING GRASS, PLANTS, TREES, SHRUBS, OTHER LANDSCAPING, AND ALL CONCRETE AND PAVED AREAS. ALL DAMAGES SHALL BE REPAIRED OR REPLACED TO OWNER'S SATISFACTION AT NO COST TO OWNER. 7. CONTRACTORS SHALL ABIDE TO OWNER AND/OR PROPERTY RULES AND REGULATIONS IN TERMS OF SCHEDULING ACCESS TO WORK AREAS, EMPLOYEE CONDUCT AND NOISE RESTRICTIONS AS PROVIDED SEPARATELY BY THE OWNER(S). 8. ACCESS TO AREAS OF WORK SHALL BE CONDUCTED FROM THE EXTERIOR OF THE FACILITY BY USE OF TEMPORARY BUILDING LADDER OR STAGE EQUIPMENT. 9. IN CASE OF HURRICANE CONDITIONS OR OTHER NATURAL OCCURRENCES, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REMOVAL OF CONSTRUCTION EQUIPMENT AND MATERIALS FROM PROJECT SITE AND/OR SUFFICIENTLY STORED AT LOCATIONS ACCEPTABLE TO OWNER(S). 0. ALL ROOFING IMPROVEMENTS APPROVED BY OWNER SHALL BE CONDUCTED AT TIMES PRE-APPROVED BY THE OWNER IN ACCORDANCE WITH THE APPROVED PROJECT SCHEDULE. CONTRACTOR SHALL PROVIDE SUFFICIENT MANPOWER AND EQUIPMENT TO COMPLETE CONTRACTED WORK WITHIN ALLOTTED SCHEDULE.. THE CONTRACT DRAWINGS REPRESENT THE FINISHED ROOFING SYSTEM. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION, SUCH MEASURES SHALL INCLUDE, BUT NOT LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE ENGINEER OR OWNER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO (NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS.).02 SUMMARY OF WORK SCHEDULE A WALK THROUGH TO DETERMINE SCOPE QUANTITIES IS RECOMMENDED FOR BIDDING. A. MOBILIZATION: INCLUDE DELIVERY AND SET UP OF ALL MATERIALS, EQUIPMENT AND INCIDENTAL ITEMS NECESSARY TO SAFELY ACCESS AREAS OF WORK TO COMPLETE SPECIFIED ROOFING WORK. PROPERLY STORE ALL MATERIALS AND EQUIPMENT IN DESIGNATED PROJECT STAGING AREAS. CONTRACTORS SHALL BE RESPONSIBLE FOR MOBILIZATION AND MAINTAINING SCAFFOLDING, SAFETY BARRICADES, OVERHEAD PROTECTION, BUILDING PROTECTION, LANDSCAPE PROTECTION AND PROJECT SIGNAGE REQUIRED FOR THE PROJECT THE FULL DURATION OF THE PROJECT. COORDINATE ALL MOBILIZATION OF EQUIPMENT, MATERIALS AND INCIDENTAL ITEMS WITH FACILITY MANAGEMENT AND LOCAL GOVERNING AUTHORITIES IN ACCORDANCE WITH PRE-APPROVED PROJECT SCHEDULE. B. METAL RIDGE CAP SYSTEM.. REMOVE EXISTING METAL RIDGE CAP SYSTEM AND ALL RELATED METAL COMPONENTS. (MAIN RIDGE CAP ONLY) 2. CLEAN EXISTING AREA FREE OF ANY DEBRIS.. MECHANICALLY ATTACH NEW METAL RIDGE CAP SYSTEM PER MANUFACTURES 4. PROVIDE AND INSTALL ALL SHEET METAL AND ACCESSORIES AS INDICATED ON THE DRAWINGS. ALL SHEET METAL FLASHING, COUNTERFLASHING AND COPINGS REQUIRED FOR THIS PROJECT SHALL MATCH EXISTING METAL.. FASTENERS SHALL BE SELECTED FOR PROPER RESISTANCE AND COMPATIBILITY TO SUBSTRATE AND MADE OF #04 STAINLESS STEEL WITH SEALING WASHER AND OF SUFFICIENT LENGTH TO PROVIDE MINIMUM PENETRATION OF -INCH. SUBMIT FASTNER SIZE AND LOCATION TO ENGINEER FOR APPROVAL BEFORE USE. 6. PROVIDE CONTRACTORS ROOFING GUARANTEE FOR COMPLETE WATER TIGHT SYSTEM FOR A PERIOD OF FIVE YEARS FROM SUBSTANTIAL COMPLETION OF PROJECT. SUBMIT COPY OF GUARANTEE TO ENGINEER FOR APPROVAL. 7. PERFORM FINAL CLEANING OF ALL AREAS AFFECTED BY THIS ROOFING PROJECT AND DISPOSE OF ALL DEBRIS IN A LEGAL MANNER. C. LOUVER REPLACEMENT. REMOVE EXISTING LOUVER SYSTEMS AND METAL FLASHING REMOVE ALL RESIDUE AND SOLVENT WIPE ANY AND ALL SURFACES TO BE SEALED. 2. INSTALL NEW METAL FLASHING, 2" BUTYL TAPE TO THE TOP AND BOTTOM OF OPENING. INSTALL NEW SILL PAN AND COUNTER FLASHING OF LOUVER SYSTEM. INSTALL NEW LOUVER SYSTEM PER MANUFACTURES.. DISPOSE OF ALL ITEMS AND MATERIALS PROMPTLY. ON SITE STORAGE OF REMOVED ITEMS IS PROHIBITED. CONTRACTOR SHALL PROVIDE ALL REFUSE CONTAINMENT RESULTING FROM DEMOLITION WORK, AND REFRAIN FROM USING ANY ON-SITE, EXISTING REFUSE CONTAINER. Certificate of Authorization #262 Registered, Florida 840 Design for Building- PROJECT: DATE: FIGURE: 2 of 7 28 DIRECTORS ROW SUITE 00

3 D. WINDOWS/WET SEAL. EXAMINATION: INSPECT SUBSTRATES AND CONDIONTS UNDER WHICH THE WORK OF THIS SECTION WILL BE PERFORMED, AND VERIFY THAT CONSTRUCTION OPERATIONS MAY PROPERLY COMMENCE. DO NOT PROCEED WITH THE WORK UNTIL UNSATISFACTORY CONDITONS HAVE BEEN RESOLVED FULLY. 2. SUBMISSIONS: SUBMIT A LETTER FROM SEALANT MANUFACTURER INDICATING THATADHESION AND COMPATIBILITY TESTING HAS BEEN PERFORMED ON ACTUAL SAMPLES OF ALUMINUM FRAMING SYSTEMS ARCHITECURAL PRECAST CONCRETE COMPONENTSTHAT MATERIALS AND THAT ADHESION IS ACCEPTABLE. INDICATE REQUIREMENTS FOR PRIMERS OR SPECIAL PREPARATION. E. INTERIOR ATRIUM REMOVE EXISTING CEILING FANS AND ASSOCIATED ELECTRICAL. INSTALL NEW CEILING FAN PER MANUFACTURERS. F. CLOSEOUT DOCUMENTS SWORN AFFIDAVIT LISTING ALL SUBCONTRACTORS AND SUPPLIERS FINAL WAIVER OF LIEN FROM SUPPLIERS FINAL WAIVER OF LIEN FROM SUBCONTRACTORS FINAL WAIVER OF LIEN FROM PRIMARY CONTRACTOR ROOFING CONTRACTORS FIVE YEAR GUARANTEE MANUFACTURES 20 YEAR SEALANT WARRANTY FINAL APPLICATION FOR PAYMENT PROVIDE METAL REPAIR UNIT PRICING, INCLUDE 0' SQUARE FEET IN BID. a. SUBMIT SAMPLES OF CUSTOM COLOR SEALANT MATERIALS MATCHING COLOR SAMPLES PROVIDED BY DESIGN PROFESSIONAL.. PREPARE, CAULK AND FINISH ONE MOCK-UP SAMPLE OF EACH JOINT CONDITION.. WARRANTY: INSTALLERS WARRANTY; WARRANT WORK TO BE WATERTIGHT AND FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP, INCLUDING JOINT FAILURE, FOR A PERIOD OF FIVE YEARS. WARRANT EXTERIOR SILICONE SEALANTS TO BE FREE FORM DEFECTS IN MATERIALS FOR A PERIOD OF TEN YEARS. 4. GENERAL SCOPE: a. TRIM BACK THE EXISTING EXTERIOR GASKETS AT ALL METAL TO GLASS WINDOW JOINTS. REMOVE ALL RESIDUE AND SOLVENT WIPE THE SURFACE TO BE WET SEALED. PREPARE THE SURFACE IN ACCORDANCE WITH THE SEALANT MANUFACTURERS WRITTEN INSTRUCTIONS. (LOCATION OF WINDOWS CAN BE SEEN ON ROOF PLAN DRAWINGS). b. DISPOSE OF ALL ITEMS AND MATERIAL PROMPTLY. ON SITE STORAGE OF REMOVED ITEMS IS PROHIBITED. CONTRACTOR SHALL PROVIDE ALL REFUSE CONTAINMENT RESULTING FROM DEMOLITION WORK, AND REFRAIN FROM USING ANY ON-SITE, EXISTING REFUSE CONTAINER. c. CLEAN JOINT SURFACES IMMEDIATELY BEFORE CAULKING JOINTS. REMOVE DIRT, INSECURE COATINGS, MOISTURE AND OTHER SUBSTANCES THAT WOULD INTERFERE WITH BOND. SAW CUT LOOSE MORTAR AND JOINT FILLER REMOVING DEFICIENT MATERIALS TO THE SUBSTRATE. d. PRIME JOINT SURFACE WHERE RECOMMENDED BY MATERIAL MANUFACTURER. DO NOT ALLOW PRIMER/SEALER TO SPILL OR MIGRATE ONTO ADJACENT SURFACES. e. INSTALL NEW SEALANT (DOW 99) TOOLED TO THE PROPER PROFILE AT THE JOINT BETWEEN GLASS AND METAL FRAME SECTIONS. INSTALL NEW SEALANT TOOLED TO THE PROPER PROFILE BETWEEN THE METAL FRAME AND BUILDING STRUCTURE. f. PROVIDE CONTRACTORS ROOFING GUARANTEE FOR COMPLETE WATER TIGHT SYSTEM FOR A PERIOD OF FIVE YEARS FROM SUBSTANTIAL COMPLETION OF PROJECT. SUBMIT COPY OF GUARANTEE TO ENGINEER FOR APPROVAL. Certificate of Authorization #262 g. PROVIDE MANUFACTURER'S ROOFING GUARANTEE AND WARRANTY FOR A PERIOD OF TWENTY YEARS FROM SUBSTANTIAL COMPLETION (NO DOLLAR LIMIT). SUBMIT COPY OF GUARANTEE AND WARRANTY TO ENGINEER FOR REVIEW. h. PERFORM A LOW VOLUME PRESSURE WASH OF ALL METAL ROOFS AS NOT TO DAMAGE EXISTING FINISH. PERFORM FINAL CLEANING OF ALL AREAS AFFECTED BY THIS ROOFING PROJECT AND DISPOSE OF ALL DEBRIS IN A LEGAL MANNER. Registered, Florida 840 Design for Building- PROJECT: DATE: FIGURE: of 7 28 DIRECTORS ROW SUITE 00

4 NO. SHEET NO. AREA OF METAL ROOF LOUVER SYSTEM 4 (TYP) ROOF REPAIR METAL TO MATCH EXISTING ROOF DECK, INSTALL BUTYL TAPE AROUND AREA TO BE REPAIRED, FASTEN METAL EVERY 2" ON CENTER AROUND PERIMETER MINIMUM SIZE OF METAL 0" X 0" 2 PANEL TERMINATION RIDGE CAP RAKE END LOUVER SYSTEM LOUVER SYSTEM Certificate of Authorization #262 0' 0' 20' SCALE: "= 0' Registered, Florida 840 ROOF PLAN BUILDING ONE Design for Building- PROJECT: DATE: FIGURE: 4 of 7 28 DIRECTORS ROW SUITE 00

5 TAPE SEAL END DAM COVER WITH " x /2" BUTYL TAPE RAKE TRIM TAPE SEAL " x 2" BUTYL TAPE " X /2" BUTYL TAPE (TYP) COUNTER FLASHING FILL WITH CAULKING END DAM END DAM " x 2" TAPE SEAL # 2 x 4" S.D.D. LOUVER SYSTEM ROOF PANEL ROOF PANEL " x 2" TAPE SEAL SILL PAN FLASHING " X /2" BUTYL TAPE (TYP) 2 PERFORATED VENT DRIP " x /2" TAPE SEALERTOP AND BOTTOM OF CLOSURE -4"-4X 7/8" LONG-LIFE LAPTEK W/ WASHER (FASTENER 6"O.C. -4"-4X 7/8" LONG-LIFE LAPTEK W/ WASHER (FASTENER EA. HIGH RIB FULLY ADHERE 6 MIL. FIBERTITE MEMBRANE TO LINE EXIST. GUTTER CONTINUOUS ALUM. EXISTING METAL ROOF PANELS UNDISTURBED COUNTER FLASHING FILL HEM OF FLASHING AND SPACE BETWEEN ZEE AND PANEL SEAM WITH BUTYL SEALANT UC PANEL PEEL AND STICK MEMBRANE 2" '-0" OUTSIDE CLOSURE 2-4X /4 LONG-LIFE SELF-DRILLER W/ WASHER (FASTNER # () PER PANEL TERMINATION BAR WITH APPROVED 6" O.C. FIBERCLAD DOWNSPOUT DROP WHERE REQUIRED 4 EXISTING GUTTER UNDISTURBED APPROVED FASTENER WOOD DECK Details Reroofing Design for Building- New Symrna Beach, FL PROJECT: DATE: FIGURE: of 7 28 DIRECTORS ROW SUITE 00

6 INSTALL NEW LOUVER SYSTEM PER MANUFACTURERS INSTALL NEW SEALANT TO WINDOW SYSTEM PER SEALANT MANUFACTURERS INSTALL NEW LOUVER SYSTEM PER MANUFACTURERS Certificate of Authorization #262 Registered, Florida 840 Elevations Building Reroofing Design for Building- New Symrna Beach, FL PROJECT: DATE: FIGURE: 6 of 7 28 DIRECTORS ROW SUITE 00

7 INSTALL NEW LOUVER SYSTEM PER MANUFACTURERS INSTALL NEW LOUVER SYSTEM PER MANUFACTURERS Certificate of Authorization #262 Registered, Florida 840 Elevations Building Reroofing Design for Building- New Symrna Beach, FL PROJECT: DATE: FIGURE: 7 of 7 28 DIRECTORS ROW SUITE 00

8 Design for Building VICINITY MAP. The scope of work for this project, leaving the existing roof system in place, installing new single ply roof membrane, accessories on the existing building and wet sealing aluminum framed window systems 2 4 TITLE SHEET ROOF PLAN 2. All work shall meet or exceed the requirements of the governing code: Florida Building Code. th Edition, (204). and meet or exceed the SREF and the FFPC codes.. To the best of my knowledge, these drawings and specifications are complete and comply with the Florida Building Code. N o r t h S 6 ELEVATIONS Certificate of Authorization #262 Registered, Florida 840 TITLE SHEET Design for Building-2 PROJECT: DATE: FIGURE: of 6 28 DIRECTORS ROW SUITE 00

9 PART - GENERAL.0 DESCRIPTION AND RESPONSIBILITIES A. GENERAL:. WORK ON THIS PROJECT INCLUDES SPECIFIED WORK ON THE METAL ROOFING SYSTEM, THE LOW SLOPED ROOFING AND REGLAZING OF THE ALUMINUM FRAMED WINDOW SYSTEMS LOCATED AT 940 0th STREET NEW SMYRNA BEACH, FL AS DESCRIBED HEREIN. WORK PERFORMED ON THE METAL ROOFING SYSTEM IS TO BE PERFORMED BY A QUALIFIED SHEET METAL CONTRACTOR WHOS CORE FOCUS IS SHEET METAL ROOF INSTALLATIONS ONLY. 2. THE CONTRACTOR IS RESPONSIBLE FOR COMPLETING ALL SPECIFIED REQUIREMENTS NECESSARY TO PROVIDE FOR COMPLETED WORK BEING SOUND, DURABLE AND WATERTIGHT.. THE CONTRACTOR IS RESPONSIBLE FOR COMPLETING ALL CONTRACTED WORK IN STRICT ACCORDANCE WITH PROJECT REQUIREMENTS AND/OR MANUFACTURER REQUIREMENTS WHICHEVER IS MORE STRINGENT. ALL WORK SHALL BE INSTALLED IN STRICT ACCORDANCE WITH REQUIREMENTS OF GOVERNING AUTHORITIES AND BUILDING CODES. 4. ROOFTOP DESIGN PRESSURE PER FBC: th EDITION,(204). FIELD 4. PSF PERIMETER 90.8 PSF CORNER 6.7 PSF B. PREPARATION:. CONDUCT A COMPLETE INVESTIGATION OF THE EXISTING PROJECT CONDITIONS TO IDENTIFY THE AREAS OF WORK, EXTENT OF WORK AND CONSIDERATIONS REQUIRED TO COMPLETE THE WORK. NO CONSIDERATION WILL BE GIVEN TO CLAIMS BASED ON A DIFFERENCE BETWEEN ACTUAL AND ASSUMED CONDITIONS. COORDINATE ALL SITE INSPECTIONS WITH REPRESENTATIVES OF FACILITIES MAINTENANCE. 2. TAKE FIELD MEASUREMENTS, VERIFY FIELD CONDITIONS AND CAREFULLY COMPARE SUCH FIELD MEASUREMENTS AND CONDITIONS AND OTHER INFORMATION KNOWN TO THE CONTRACTOR BEFORE COMMENCING ACTIVITIES. FIELD MEASUREMENTS MUST BE TAKEN. DESTRUCTIVE ANALYSIS DURING THE BID PREPARATION IS ALLOWABLE TO FIELD VERIFY ALL CONDITIONS. CONTRACTORS SHALL BE RESPONSIBLE FOR EFFECTIVELY REPAIRING ANY FIELD CUTS THE SAME DAY OF INSPECTION.. DRAWINGS FROM ORIGINAL CONSTRUCTION CAN BE REVIEWED IF AVAILABLE TO BIDDERS AT THE PROJECT SITE TO ASSIST WITH THEIR ESTIMATING OF THE PROJECT. FULL SETS OR ORIGINAL DRAWINGS SHALL NOT BE PRINTED AND ISSUED TO CONTRACTORS AND ARE NOT PART OF THE REMEDIATION BIDDING PACKAGE. CONTRACTOR SHALL UTILIZE ALL DOCUMENTS TO ASSIST WITH THE ESTIMATE PREPARATION. OWNER NOR CONSULTANT ARE RESPONSIBLE FOR ERRORS OR MISINTERPRETATIONS RESULTING FROM THE USE OF BID DOCUMENTS. C. SPECIAL PROJECT CONDITIONS:. MINIMIZE DISTURBANCE TO THE FACILITY AND ITS OCCUPANTS AND COMPONENTS. THERE SHALL BE NO INTERFERENCE WITH THE OPERATION OR USE OF THE FACILITY. 2. PROTECT THE BUILDING, THE PROPERTY, THE BUILDING OCCUPANTS AND THEIR PROPERTY.. PROVIDE PROTECTIVE BARRICADES, ENCLOSURES, DIRECTIONAL AND WARNING SIGNAGE AND OTHER METHODS TO ASSURE SAFE PASSAGE OF PEDESTRIANS AND VEHICLES IN, NEAR AND AFFECTED BY AREAS OF THE WORK. 4. DO NOT DISRUPT SERVICES OR BLOCK EGRESS. THERE SHALL BE NO INTERFERENCE WITH LIFE SAFETY FEATURES.. IN ADDITION TO PERFORMING THE WORK HEREIN DEFINED, KEEP ALL AREAS IN A WATERTIGHT CONDITION THROUGHOUT CONSTRUCTION PERIOD. CONTRACTOR SHALL PROVIDE AND BEAR ALL COSTS ASSOCIATED WITH TEMPORARY WATERPROOFING. 6. REPAIR AND REINSTALL ITEMS DAMAGED DURING THE COURSE OF THE WORK OF THIS PROJECT. REUSE OF ANY ITEMS INVOLVED IN THE WORK IS SUBJECT TO THE CONTRACTOR'S ABILITY TO REMOVE, STORE AND REINSTALL THE ITEM WITHOUT PERMANENTLY DAMAGING OR MARRING THE ITEMS TO BE REUSED. IF THE CONTRACTOR IS UNABLE TO REUSE ANY ITEM AS PRESCRIBED HEREIN, HE SHALL SUBSTITUTE NEW MATERIAL TO MATCH EXISTING IN LIEU OF REUSING IT. CONTRACTOR MAY ALSO ELECT TO USE NEW MATERIAL TO MATCH EXISTING IN LIEU OF REUSE OF EXISTING FOR HIS OWN CONVENIENCE. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE BUILDINGS EXTERIOR AND GROUNDS, INCLUDING GRASS, PLANTS, TREES, SHRUBS, OTHER LANDSCAPING, AND ALL CONCRETE AND PAVED AREAS. ALL DAMAGES SHALL BE REPAIRED OR REPLACED TO OWNER'S SATISFACTION AT NO COST TO OWNER. 7. CONTRACTORS SHALL ABIDE TO OWNER AND/OR PROPERTY RULES AND REGULATIONS IN TERMS OF SCHEDULING ACCESS TO WORK AREAS, EMPLOYEE CONDUCT AND NOISE RESTRICTIONS AS PROVIDED SEPARATELY BY THE OWNER(S). 8. ACCESS TO AREAS OF WORK SHALL BE CONDUCTED FROM THE EXTERIOR OF THE FACILITY BY USE OF TEMPORARY BUILDING LADDER OR STAGE EQUIPMENT. 9. IN CASE OF HURRICANE CONDITIONS OR OTHER NATURAL OCCURRENCES, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REMOVAL OF CONSTRUCTION EQUIPMENT AND MATERIALS FROM PROJECT SITE AND/OR SUFFICIENTLY STORED AT LOCATIONS ACCEPTABLE TO OWNER(S). 0. ALL ROOFING IMPROVEMENTS APPROVED BY OWNER SHALL BE CONDUCTED AT TIMES PRE-APPROVED BY THE OWNER IN ACCORDANCE WITH THE APPROVED PROJECT SCHEDULE. CONTRACTOR SHALL PROVIDE SUFFICIENT MANPOWER AND EQUIPMENT TO COMPLETE CONTRACTED WORK WITHIN ALLOTTED SCHEDULE.. THE CONTRACT DRAWINGS REPRESENT THE FINISHED ROOFING SYSTEM. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION, SUCH MEASURES SHALL INCLUDE, BUT NOT LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE ENGINEER OR OWNER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO (NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS.).02 SUMMARY OF WORK SCHEDULE A WALK THROUGH TO DETERMINE SCOPE QUANTITIES IS RECOMMENDED FOR BIDDING. A. MOBILIZATION: INCLUDE DELIVERY AND SET UP OF ALL MATERIALS, EQUIPMENT AND INCIDENTAL ITEMS NECESSARY TO SAFELY ACCESS AREAS OF WORK TO COMPLETE SPECIFIED ROOFING WORK. PROPERLY STORE ALL MATERIALS AND EQUIPMENT IN DESIGNATED PROJECT STAGING AREAS. CONTRACTORS SHALL BE RESPONSIBLE FOR MOBILIZATION AND MAINTAINING SCAFFOLDING, SAFETY BARRICADES, OVERHEAD PROTECTION, BUILDING PROTECTION, LANDSCAPE PROTECTION AND PROJECT SIGNAGE REQUIRED FOR THE PROJECT THE FULL DURATION OF THE PROJECT. COORDINATE ALL MOBILIZATION OF EQUIPMENT, MATERIALS AND INCIDENTAL ITEMS WITH FACILITY MANAGEMENT AND LOCAL GOVERNING AUTHORITIES IN ACCORDANCE WITH PRE-APPROVED PROJECT SCHEDULE. B. SINGLE-PLY ROOF MEMBRANE SYSTEM.. REMOVE ALL METAL FLASHINGS, COPINGS, AND RELATED METAL COMPONENTS. REMOVE ALL WET AREA'S OF SINGLE PLY AND ISOCYANURATE INSULATION AS MARKED ON DRAWINGS. 2. LEAVE THE EXISTING MEMBRANE IN PLACE, SLICE THROUGH MEMBRANE EVERY 24" ON-CENTER.. REMOVE MEMBRANE AT VERTICAL WALL SECTIONS,(FIELD MEMBRANE TO REMAIN IN PLACE). 4. INSTALL NEW /4" HIGH DENSITY POLY-ISOCYANURATE INSULATION BOARD.. MECHANICALLY ATTACH AN 80 MIL. PVC SINGLE PLY MEMBRANE SYSTEM. 6. PROVIDE AND INSTALL ALL SHEET METAL AND ACCESSORIES AS INDICATED ON THE DRAWINGS. ALL SHEET METAL FLASHING, COUNTERFLASHING AND COPINGS REQUIRED FOR THIS PROJECT SHALL BE CONSTRUCTED OF STAINLESS STEEEL, NAAMM FINISH 2D ANSI TYPE 04; MINIMUM THICKNESS 24 GUAGE. ALL SHEET METAL ACCESORY AND MISCELLANEOUS SHALL BE STAINLESS NAAM FINISH 2D, ANSI TYPE 04; MINIMUM THICKNESS 22 GUAGE. COPINGS CORNERS TO BE SOLDERED AND 8" OVERLAP MINIMUM. 7. FASTENERS SHALL BE SELECTED FOR PROPER RESISTANCE AND COMPATIBILITY TO SUBSTRATE AND MADE OF #04 STAINLESS STEEL WITH SEALING WASHER AND OF SUFFICIENT LENGTH TO PROVIDE MINIMUM PENETRATION OF -INCH. SUBMIT FASTNER SIZE AND LOCATION TO ENGINEER FOR APPROVAL BEFORE USE. 8. PROVIDE CONTRACTORS ROOFING GUARANTEE FOR COMPLETE WATER TIGHT SYSTEM FOR A PERIOD OF FIVE YEARS FROM SUBSTANTIAL COMPLETION OF PROJECT. SUBMIT COPY OF GUARANTEE TO ENGINEER FOR APPROVAL. 9. PROVIDE MANUFACTURER'S ROOFING GUARANTEE AND WARRANTY FOR A PERIOD OF TWENTY YEARS FROM SUBSTANTIAL COMPLETION (NO DOLLAR LIMIT). SUBMIT COPY OF GUARANTEE AND WARRANTY TO ENGINEER FOR REVIEW. 0. PERFORM FINAL CLEANING OF ALL AREAS AFFECTED BY THIS ROOFING PROJECT AND DISPOSE OF ALL DEBRIS IN A LEGAL MANNER. C. WINDOWS / WET SEAL. EXAMINATION: INSPECT SUBSTRATES AND CONDITIONS UNDER WHICH THE WORK OF THIS SECTION WILL BE PERFORMED, AND VERIFY THAT CONSTRUCTION OPERATIONS MAY PROPERLY COMMENCE. DO NOT PROCEED WITH THE WORK UNTIL UNSATISFACTORY CONDITONS HAVE BEEN RESOLVED FULLY. 2. SUBMISSIONS: SUBMIT A LETTER FROM SEALANT MANUFACTURER INDICATING THAT ADHESION AND COMPATIBILITY TESTING HAS BEEN PERFORMED ON ACTUAL SAMPLES OF ALUMINUM FRAMING SYSTEMS ARCHITECURAL PRECAST CONCRETE COMPONENTS THAT MATERIALS AND THAT ADHESION IS ACCEPTABLE. INDICATE REQUIREMENTS FOR PRIMERS OR SPECIAL PREPARATION. a. SUBMIT SAMPLES OF CUSTOM COLOR SEALANT MATERIALS MATCHING COLOR SAMPLES PROVIDED BY DESIGN PROFESSIONAL. b. PREPARE, CAULK AND FINISH ONE MOCK-UP SAMPLE OF EACH JOINT CONDITION.. WARRANTY: INSTALLERS WARRANTY; WARRANT WORK TO BE WATERTIGHT AND FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP, INCLUDING JOINT FAILURE, FOR A PERIOD OF FIVE YEARS. WARRANT EXTERIOR SILICONE SEALANTS TO BE FREE FORM DEFECTS IN MATERIALS FOR A PERIOD OF TEN YEARS. Certificate of Authorization #262 Registered, Florida 840 Design for Building-2 PROJECT: DATE: FIGURE: 2 of 6 28 DIRECTORS ROW SUITE 00

10 . GENERAL SCOPE: a. TRIM BACK THE EXISTING EXTERIOR GASKETS AT ALL METAL TO GLASS WINDOW JOINTS. REMOVE ALL RESIDUE AND SOLVENT WIPE THE SURFACE TO BE WET SEALED. PREPARE THE SURFACE IN ACCORDANCE WITH THE SEALANT MANUFACTURERS WRITTEN INSTRUCTIONS. b. DISPOSE OF ALL ITEMS AND MATERIAL PROMPTLY. ON SITE STORAGE OF REMOVED ITEMS IS PROHIBITED. CONTRACTOR SHALL PROVIDE ALL REFUSE CONTAINMENT RESULTING FROM DEMOLITION WORK, AND REFRAIN FROM USING ANY ON-SITE, EXISTING REFUSE CONTAINER. c. CLEAN JOINT SURFACES IMMEDIATELY BEFORE CAULKING JOINTS. REMOVE DIRT, INSECURE COATINGS, MOISTURE AND OTHER SUBSTANCES THAT WOULD INTERFERE WITH BOND. SAW CUT LOOSE MORTAR AND JOINT FILLER REMOVINGDEFICIENT MATERIALS TO THE SUBSTRATE. d. PRIME JOINT SURFACE WHERE RECOMMENDED BY MATERIAL MANUFACTURER. DO NOT ALLOW PRIMER/SEALER TO SPILL OR MIGRATE ONTO ADJACENT SURFACES. e. INSTALL NEW SEALANT (DOW 99) TOOLED TO THE PROPER PROFILE AT THE JOINT BETWEEN GLASS AND METAL FRAME SECTIONS. INSTALL NEW SEALANT TOOLED TO THE PROPER PROFILE BETWEEN THE METAL FRAME AND BUILDING STRUCTURE. f. PROVIDE CONTRACTORS WET GLAZING GUARANTEE FOR COMPLETE WATER TIGHT SYSTEM FOR A PERIOD OF FIVE YEARS FROM SUBSTANTIAL COMPLETION OF PROJECT. SUBMIT COPY OF GUARANTEE TO ENGINEER FOR APPROVAL. g. PROVIDE MANUFACTURER'S SEALANT GUARANTEE AND WARRANTY FOR A PERIOD OF TWENTY YEARS FROM SUBSTANTIAL COMPLETION (NO DOLLAR LIMIT). SUBMIT COPY OF GUARANTEE AND WARRANTY TO ENGINEER FOR REVIEW. h. PERFORM A LOW VOLUME PRESSURE WASH OF ALL METAL ROOF SYSTEMS AS NOT NOT TO DAMAGE EXISTING FINISH. PERFROM FINAL CLEANING OF ALL AREAS AFFECTED BY THIS PROJECT AND DISPOSE OF ALL DEBRIS IN A LEGAL MANNER. D. CLOSEOUT DOCUMENTS SWORN AFFIDAVIT LISTING ALL SUBCONTRACTORS AND SUPPLIERS FINAL WAIVER OF LIEN FROM SUPPLIERS FINAL WAIVER OF LIEN FROM SUBCONTRACTORS FINAL WAIVER OF LIEN FROM PRIMARY CONTRACTOR ROOFING CONTRACTORS FIVE YEAR GUARANTEE MANUFACTURES TEN YEAR SEALANT WARRANTY MANUFACTURES 20 YEAR ROOFING WARRANTY FINAL APPLICATION FOR PAYMENT PROVIDE METAL REPAIR UNIT PRICING, INCLUDE 0' SQUARE FEET IN BID. Certificate of Authorization #262 Registered, Florida 840 Roof Design for Building-2 PROJECT: DATE: FIGURE: of 6 28 DIRECTORS ROW SUITE 00

11 NO. SHEET NO. PARAPET WALL EXISTING CURB EXISTING PIPE PENETRATION CURB BASE FLASHING A AREA OF NEW SINGLE PLY ROOF SYSTEM ROOF SECTION PARAPET WALL ROOF DRAIN 4 B ROOF REPAIR METAL TO MATCH EXISTING ROOF DECK, INSTALL BUTYL TAPE AROUND AREA TO BE REPAIRED, FASTEN METAL EVERY 2" ON CENTER AROUND PERIMETER MINIMUM SIZE OF METAL 0" X 0" REMOVE AND REPLACE WET INSULATION SCUPPER DRAIN ROOF DRAIN PARAPET WALL BASE FLASHING E D C F PARAPET WALL 2 FLASHED PENETRATION SCUPPER 6 Certificate of Authorization #262 BASE A PARAPET WALL N 0' 0' 20' SCALE: "= 0' Registered, Florida 840 ROOF PLAN BUILDING TWO Reroofing Design for Building-2 PROJECT: DATE: FIGURE: 4 of 6 28 DIRECTORS ROW SUITE 00

12 COPING COVER PLATES SHALL HAVE TWO CONTINUOUS BEADS OF ONE PART URETHANE SEALANT EACH SIDE OF GAP EXISTING CURB FIELD MEMBRANE SEALANT STAINLESS STEEL WORM GEAR CLAMP NEW MEMBRANE FLASHING APPROVED PREFABRICATED MEMBRANE FLASHING.040 ALUMINUM COPING NEW 80 MIL PVC MEMBRANE SYSTEM APPROVED 8" O.C. APPROVED MAX. 2" O.C. 8" MIN. " HOT AIR WELD MINIMUM ".00 ALUMINUM CLEAT NEW MEMBRANE FLASHING NEW 80 MIL PVC MEMBRANE SYSTEM NEW /4" HIGH DENSITY POLY- ISOCYANURATE INSULATION BOARD 4" EXISTING INSULATION TO REMAIN UNLESS NOTED OTHERWISE EXISTING DECK FLASHED PENETRATION 2 EXISTING INSULATION & DECK TO REMAIN UNLESS NOTED OTHERWISE CURB NEW SINGLE PLY MEMBRANE ROOF SYSTEM EXISTING METAL ROOF PANELS AND SKIRT FLASHING UNDISTURBED WALL PARAPET EXISTING SINGLE PLY MEMBRANE TO REMAIN UNLESS NOTED OTHERWISE EXISTING DECK NEW TERMINATION BAR, COUNTER FLASHING AND SEALANT, 8" O.C. MEMBRANE FLASHING STRIP - HOT AIR WELD COUNTER FLASHING NOT SHOWN FOR CLARITY PVC CLAD METAL Certificate of Authorization #262 SEALANT NEW BASE FLASHING 2" EXTEND MEMBRANE " PAST CLAMPING RING INTO DRAIN AREA EXISTING INSULATION EXISTING DECK NEW 80 MIL PVC MEMBRANE SYSTEM NEW /4" HIGH DENSITY POLY- ISOCYANURATE INSULATION BOARD EXIST. MEMBRANE & INSULATION TO REMAIN SET IN SEALANT REINFORCING MEMBRANE STRIP 8" WIDE 4" MEMBRANE FLASHING PLY COUNTER FLASHING NOT SHOWN FOR CLARITY ROOF DRAIN 4 BASE FLASHING SCUPPER 6 Registered, Florida 840 S Roof Design System BUILDING - 2 PROJECT: DATE: FIGURE: of 6 28 DIRECTORS ROW SUITE 00

13 INSTALL NEW SEALANT TO WINDOW SYSTEM PER SEALANT MANUFACTURERS INSTALL NEW SEALANT TO WINDOW SYSTEM PER SEALANT MANUFACTURERS Certificate of Authorization #262 Registered, Florida 840 Elevations Building 2 Reroofing Design for Building-2 New Symrna Beach, FL PROJECT: DATE: FIGURE: 6 of 6 28 DIRECTORS ROW SUITE 00