WICOMICO COUNTY BOARD OF EDUCATION

Transcription

1 GLEN AVENUE ELEMENTARY SCHOOL RO REPLACEMENT PROJECT NUMBER: PSC #.00.9 SR CURRENT CODES: 05 INTERNATIONAL BUILDING CODE 05 INTERNATIONAL MECHANICAL CODE NATIONAL STANDARD PLUMBING CODE (MBPS) 05 EDITION 05 INTERNATIONAL ENERGY CONSERVATION CODE 05 INTERNATIONAL EXISTING BUILDING CODE KEY PLAN DRAWING INDEX SHT - COVER SHEET SHT A - GENERAL NOTES SHT B - GENERAL NOTES SHT C - GENERAL NOTES SHT D - GENERAL NOTES SHT E - GENERAL NOTES SHT - RO PLAN - DETAILS - DETAILS - DETAILS - DETAILS - DETAILS - DETAILS SHT 0 - DETAILS N LOCATION MAP KEY PLAN AREA WORK: 0 0 LONG AVENUE, SALISBURY, MD 80

2 TYPICAL RO CROSS SECTION DETAIL CAP SHEET IN HOT /" SECUROCK IN HOT MECHANICALLY FASTEN BASE SHEET ACCORDING TO WIND UPLIFT CALCULATIONS. GENERAL NOTES NOTES EXISTING TECTUM DECK TYPICAL RO CROSS SECTION. STORE AND HANDLE ROING SHEETS IN A DRY, WELL-VENTILATED, WEATHER-TITE PLACE. STORE ROLLS FELT AND OTHER SHEET MATERIALS ON RAISED SURFACE. STAND ALL ROLL MATERIALS ON END. COVER ROLL GOODS WITH A CANVAS TARPAULIN OR OTHER BREATHABLE MATERIAL (NOT POLYETHYLENE).. DO NOT LEAVE UNUSED MATERIALS ON THE RO WHEN ROING WORK IS NOT IN PROGRESS UNLESS PROTECTED FROM WEATHER AND OTHER MOISTURE SOURCES.. IT IS THE RESPONSIBILITY THE CONTRACTOR TO SECURE ALL MATERIAL AND EQUIPMENT ON THE JOB SITE. IF ANY MATERIAL OR EQUIPMENT IS STORED ON THE RO, THE CONTRACTOR MUST MAKE SURE THAT THE INTEGRITY THE DECK IS NOT COMPROMISED AT ANY TIME.. DO NOT APPLY ROING OR MEMBRANE TO DAMP DECK SURFACE. BASE SHEET IN HOT /: TAPERED BOARD IN HOT () LAYER.5" IN HOT. STAGGER ALL JOINTS. VAPOR BARRIER IN HOT ASPHALT ADHESIVE 5. FULLY COMPLETE ALL. MODIFIED BITUMINOUS MEMBRANE ROING FIELD ASSEMBLY WORK EACH DAY. PHASED CONSTRUCTION WILL NOT BE ACCEPTED. SCOPE WORK NOTES GENERAL NOTES:. IT IS THE ROING CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE THEMSELVES WITH ALL DETAILS INVOLVED IN THE ROING CONTRACT.. ALL DRAWINGS ARE GRAPHIC REPRESENTATION APPROXIMATE LOCATION EXISTING AND NEW MATERIALS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT WORK.. THE ROING CONTRACTOR TO PROTECT ALL ADJACENT SURFACES NOT SCHEDULED FOR WORK AND TO REPAIR ANY DAMAGED AREAS AS A RESULT CONTRACTOR WORK AT NO ADDITIONAL COST TO THE OWNER.. THE ROING CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN WATER TIGHTNESS AND PROVIDE PROTECTION AT ANY/ALL OPENINGS IN THE RO LEFT AT THE END EACH CONSTRUCTION DAY. 5. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED. 6. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, CONDITIONS, AND QUANTITIES. SCOPE WORK: RO SYSTEM SCOPE WORK (BASE BID):. TEAR F EXISTING RO TO DECK. CONTRACTOR SHALL IDENTIFY AREAS DECK WHICH NEED REPAIR OR REPLACEMENT DURING TEARF. MECHANICALLY FASTEN BASE SHEET ACCORDING TO WIND UPLIFT CALCULATIONS. INSTALL VAPOR BARRIER IN HOT 5. INSTALL ONE () LAYER.5 BOARD IN HOT 6. INSTALL /: TAPERED BOARD IN HOT 7. INSTALL ½ SECUROCK IN HOT 8. INSTALL BASE SHEET IN HOT 9. INSTALL CAP SHEET IN HOT 0. INSTALL TORCH BASE FLASHING AND TORCH MINERAL CAP FLASHING. REFER TO PROJECT MANUAL FOR FURTHER INFORMATION. ALL DETAILS TO BE INSTALLED IN ACCORDANCE WITH DETAILS ON DRAWINGS INCLUDED WITHIN THIS RO SYSTEM SCOPE WORK (ALTERNATE BID - SEE SHEET E FOR REFERENCE):. TEAR F EXISTING RO TO DECK. CONTRACTOR SHALL IDENTIFY AREAS DECK WHICH NEED REPAIR OR REPLACEMENT DURING TEARF. MECHANICALLY FASTEN BASE SHEET ACCORDING TO WIND UPLIFT CALCULATIONS. INSTALL VAPOR BARRIER IN HOT 5. INSTALL ONE () LAYER.5 BOARD IN ADHESIVE ACCORDING TO WIND UPLIFT CALCULATIONS 6. INSTALL /: TAPERED BOARD IN ADHESIVE ACCORDING TO WIND UPLIFT CALCULATIONS 7. INSTALL ½ SECUROCK IN ADHESIVE ACCORDING TO WIND UPLIFT CALCULATIONS 8. INSTALL TORCH APPLIED BASE SHEET 9. INSTALL TORCH APPLIED CAP SHEET 0. INSTALL TORCH BASE FLASHING AND TORCH MINERAL CAP FLASHING. REFER TO PROJECT MANUAL FOR FURTHER INFORMATION.. ALL DETAILS TO BE INSTALLED IN ACCORDANCE WITH DETAILS ON DRAWINGS INCLUDED WITHIN THIS DESIGN CRITERIA BASE SHEET FASTENING PATTERN ZONE ZONE ADHESIVE INSTRUCTIONS BOARD ADHESIVE PATTERN 8" TYPICAL ZONE BOARD ADHESIVE PATTERN: " OC BEADS PER BOARD TYPICAL ZONE BOARD ADHESIVE PATTERN: 6" OC BEADS PER BOARD - / WIDE ADHESIVE RIBBONS AT " (5.cm) O.C. (TYP.) 7 - / WIDE ADHESIVE RIBBONS AT 6" (5.cm) O.C. (TYP.) ZONE ' X ' BOARD PATTERN 0 LONG AVENUE, SALISBURY, MD 80 CUSTOMER NOTE: WIND UPLIFT REQUIREMENTS. ALL GARLAND'S SHOP FABRICATED MATERIAL WILL BE MANUFACTURED TO THE DIMENSIONS SHOWN, UNLESS OTHERWISE NOTED.. IT IS ESSENTIAL THAT ANY NECESSARY CHANGES, NOTATIONS OR REQUESTED INFORMATION BE CLEARLY NOTED ON THE SHOP DRAWINGS.. NO MATERIAL WILL BE CONSIDERED RELEASED FOR FABRICATION UNTIL ALL PERTINENT INFORMATION (i.e. COLOR, DIMENSIONS, MATERIAL CONFIG-URATION) HAS BEEN RECEIVED.. WIND SPEED: 5 MPH. BUILDING TYPE: ENCLOSED. EXPOSURE CATEGORY: C. IMPORTANCE CLASS: III 5. IMPORTANCE FACTOR: DESIGN RO HEIGHT:.0' 7. TOPOGRAPHY FACTOR: RO SLOPE: / UNITS PER RESULTING WIND UPLIFT PRESSURES: ZONE :. PSF ZONE : 7. PSF ZONE : 55.9 PSF TYPICAL ZONE BOARD ADHESIVE PATTERN: OC BEADS PER BOARD ADHESIVE RIBBONS / WIDE AT O.C. (TYP.) A 0

3 TYPICAL RO CROSS SECTION DETAIL CAP SHEET IN HOT /" SECUROCK IN HOT GENERAL NOTES NOTES TYPICAL RO CROSS SECTION. STORE AND HANDLE ROING SHEETS IN A DRY, WELL-VENTILATED, WEATHER-TITE PLACE. STORE ROLLS FELT AND OTHER SHEET MATERIALS ON RAISED SURFACE. STAND ALL ROLL MATERIALS ON END. COVER ROLL GOODS WITH A CANVAS TARPAULIN OR OTHER BREATHABLE MATERIAL (NOT POLYETHYLENE).. DO NOT LEAVE UNUSED MATERIALS ON THE RO WHEN ROING WORK IS NOT IN PROGRESS UNLESS PROTECTED FROM WEATHER AND OTHER MOISTURE SOURCES.. IT IS THE RESPONSIBILITY THE CONTRACTOR TO SECURE ALL MATERIAL AND EQUIPMENT ON THE JOB SITE. IF ANY MATERIAL OR EQUIPMENT IS STORED ON THE RO, THE CONTRACTOR MUST MAKE SURE THAT THE INTEGRITY THE DECK IS NOT COMPROMISED AT ANY TIME.. DO NOT APPLY ROING OR MEMBRANE TO DAMP DECK SURFACE. 5. FULLY COMPLETE ALL. MODIFIED BITUMINOUS MEMBRANE ROING FIELD ASSEMBLY WORK EACH DAY. PHASED CONSTRUCTION WILL NOT BE ACCEPTED. CUSTOMER NOTE: BASE SHEET IN HOT /: TAPERED BOARD IN HOT MECHANICALLY FASTEN () LAYER.5" ACCORDING TO WIND UPLIFT CALCULATIONS. STAGGER ALL JOINTS. SCOPE WORK NOTES GENERAL NOTES:. IT IS THE ROING CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE THEMSELVES WITH ALL DETAILS INVOLVED IN THE ROING CONTRACT.. ALL DRAWINGS ARE GRAPHIC REPRESENTATION APPROXIMATE LOCATION EXISTING AND NEW MATERIALS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT WORK.. THE ROING CONTRACTOR TO PROTECT ALL ADJACENT SURFACES NOT SCHEDULED FOR WORK AND TO REPAIR ANY DAMAGED AREAS AS A RESULT CONTRACTOR WORK AT NO ADDITIONAL COST TO THE OWNER.. THE ROING CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN WATER TIGHTNESS AND PROVIDE PROTECTION AT ANY/ALL OPENINGS IN THE RO LEFT AT THE END EACH CONSTRUCTION DAY. 5. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED. 6. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, CONDITIONS, AND QUANTITIES. SCOPE WORK: RO SYSTEM SCOPE WORK (BASE BID):. TEAR F EXISTING RO TO DECK. CONTRACTOR SHALL IDENTIFY AREAS DECK WHICH NEED REPAIR OR REPLACEMENT DURING TEARF. MECHANICALLY FASTEN ONE () LAYER.5 BOARD TO DECK ACCORDING TO WIND UPLIFT CALCULATIONS. INSTALL /: TAPERED BOARD IN HOT 5. INSTALL ½ SECUROCK IN HOT 6. INSTALL BASE SHEET IN HOT 7. INSTALL CAP SHEET IN HOT 8. INSTALL TORCH BASE FLASHING AND TORCH MINERAL CAP FLASHING 9. REFER TO PROJECT MANUAL FOR FURTHER INFORMATION 0. ALL DETAILS TO BE INSTALLED IN ACCORDANCE WITH DETAILS ON DRAWINGS INCLUDED WITHIN THIS RO SYSTEM SCOPE WORK (ALTERNATE BID - SEE SHEET E FOR REFERENCE):. TEAR F EXISTING RO TO DECK. CONTRACTOR SHALL IDENTIFY AREAS DECK WHICH NEED REPAIR OR REPLACEMENT DURING TEARF. MECHANICALLY FASTEN ONE () LAYERS.5 BOARD TO DECK ACCORDING TO WIND UPLIFT CALCULATIONS. INSTALL /: TAPERED BOARD IN ADHESIVE ACCORDING TO WIND UPLIFT CALCULATIONS 5. INSTALL ½ SECUROCK IN ADHESIVE ACCORDING TO WIND UPLIFT CALCULATIONS 6. INSTALL TORCH APPLIED BASE SHEET 7. INSTALL TORCH APPLIED CAP SHEET 8. INSTALL TORCH BASE FLASHING AND TORCH MINERAL CAP FLASHING 9. REFER TO PROJECT MANUAL FOR FURTHER INFORMATION. 0. ALL DETAILS TO BE INSTALLED IN ACCORDANCE WITH DETAILS ON DRAWINGS INCLUDED WITHIN THIS DESIGN CRITERIA WIND UPLIFT REQUIREMENTS FASTENING INSTRUCTIONS ZONE & BOARD FASTENER PATTERN: FASTENERS PER BOARD 6" ZONE BOARD FASTENER PATTERN: 7 FASTENERS PER BOARD 6" " " ADHESIVE INSTRUCTIONS BOARD ADHESIVE PATTERN TYPICAL ZONES AND BOARD ADHESIVE PATTERN: " OC BEADS PER BOARD TYPICAL ZONE BOARD ADHESIVE PATTERN: OC BEADS PER BOARD 8' 6" - / WIDE ADHESIVE RIBBONS AT " (5.cm) O.C. (TYP.) ADHESIVE RIBBONS / WIDE AT O.C. (TYP.) ' ' ' X 8' BOARD PATTERN ' X ' BOARD PATTERN. ALL GARLAND'S SHOP FABRICATED MATERIAL WILL BE MANUFACTURED TO THE DIMENSIONS SHOWN, UNLESS OTHERWISE NOTED.. IT IS ESSENTIAL THAT ANY NECESSARY CHANGES, NOTATIONS OR REQUESTED INFORMATION BE CLEARLY NOTED ON THE SHOP DRAWINGS.. NO MATERIAL WILL BE CONSIDERED RELEASED FOR FABRICATION UNTIL ALL PERTINENT INFORMATION (i.e. COLOR, DIMENSIONS, MATERIAL CONFIG-URATION) HAS BEEN RECEIVED.. WIND SPEED: 5 MPH. BUILDING TYPE: ENCLOSED. EXPOSURE CATEGORY: C. IMPORTANCE CLASS: III 5. IMPORTANCE FACTOR: DESIGN RO HEIGHT:.0' 7. TOPOGRAPHY FACTOR: RO SLOPE: / UNITS PER 0 LONG AVENUE, SALISBURY, MD 80 0 RESULTING WIND UPLIFT PRESSURES: ZONE :. PSF B ZONE : 7. PSF ZONE : 55.9 PSF

4 TYPICAL RO CROSS SECTION DETAIL CAP SHEET IN HOT /" SECUROCK IN HOT MECHANICALLY FASTEN BASE SHEET ACCORDING TO WIND UPLIFT CALCULATIONS. EXISTING GYPSUM DECK GENERAL NOTES NOTES TYPICAL RO CROSS SECTION. STORE AND HANDLE ROING SHEETS IN A DRY, WELL-VENTILATED, WEATHER-TITE PLACE. STORE ROLLS FELT AND OTHER SHEET MATERIALS ON RAISED SURFACE. STAND ALL ROLL MATERIALS ON END. COVER ROLL GOODS WITH A CANVAS TARPAULIN OR OTHER BREATHABLE MATERIAL (NOT POLYETHYLENE).. DO NOT LEAVE UNUSED MATERIALS ON THE RO WHEN ROING WORK IS NOT IN PROGRESS UNLESS PROTECTED FROM WEATHER AND OTHER MOISTURE SOURCES.. IT IS THE RESPONSIBILITY THE CONTRACTOR TO SECURE ALL MATERIAL AND EQUIPMENT ON THE JOB SITE. IF ANY MATERIAL OR EQUIPMENT IS STORED ON THE RO, THE CONTRACTOR MUST MAKE SURE THAT THE INTEGRITY THE DECK IS NOT COMPROMISED AT ANY TIME.. DO NOT APPLY ROING OR MEMBRANE TO DAMP DECK SURFACE. BASE SHEET IN HOT /: TAPERED BOARD IN HOT () LAYER.5" IN HOT. STAGGER ALL JOINTS. 5. FULLY COMPLETE ALL. MODIFIED BITUMINOUS MEMBRANE ROING FIELD ASSEMBLY WORK EACH DAY. PHASED CONSTRUCTION WILL NOT BE ACCEPTED. SCOPE WORK NOTES GENERAL NOTES:. IT IS THE ROING CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE THEMSELVES WITH ALL DETAILS INVOLVED IN THE ROING CONTRACT.. ALL DRAWINGS ARE GRAPHIC REPRESENTATION APPROXIMATE LOCATION EXISTING AND NEW MATERIALS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT WORK.. THE ROING CONTRACTOR TO PROTECT ALL ADJACENT SURFACES NOT SCHEDULED FOR WORK AND TO REPAIR ANY DAMAGED AREAS AS A RESULT CONTRACTOR WORK AT NO ADDITIONAL COST TO THE OWNER.. THE ROING CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN WATER TIGHTNESS AND PROVIDE PROTECTION AT ANY/ALL OPENINGS IN THE RO LEFT AT THE END EACH CONSTRUCTION DAY. 5. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED. 6. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, CONDITIONS, AND QUANTITIES. SCOPE WORK: RO SYSTEM SCOPE WORK (BASE BID):. TEAR F EXISTING RO TO DECK. CONTRACTOR SHALL IDENTIFY AREAS DECK WHICH NEED REPAIR OR REPLACEMENT DURING TEARF. MECHANICALLY FASTEN BASE SHEET ACCORDING TO WIND UPLIFT CALCULATIONS. INSTALL ONE () LAYER.5 BOARD IN HOT 5. INSTALL /: TAPERED BOARD IN HOT 6. INSTALL ½ SECUROCK IN HOT 7. INSTALL BASE SHEET IN HOT 8. INSTALL CAP SHEET IN HOT 9. INSTALL TORCH BASE FLASHING AND TORCH MINERAL CAP FLASHING 0. REFER TO PROJECT MANUAL FOR FURTHER INFORMATION. ALL DETAILS TO BE INSTALLED IN ACCORDANCE WITH DETAILS ON DRAWINGS INCLUDED WITHIN THIS RO SYSTEM SCOPE WORK (ALTERNATE BID - SEE SHEET E FOR REFERENCE):. TEAR F EXISTING RO TO DECK. CONTRACTOR SHALL IDENTIFY AREAS DECK WHICH NEED REPAIR OR REPLACEMENT DURING TEARF. MECHANICALLY FASTEN BASE SHEET ACCORDING TO WIND UPLIFT CALCULATIONS. INSTALL ONE () LAYER.5 BOARD IN ADHESIVE ACCORDING TO WIND UPLIFT CALCULATIONS 5. INSTALL /: TAPERED BOARD IN ADHESIVE ACCORDING TO WIND UPLIFT CALCULATIONS 6. INSTALL ½ SECUROCK IN ADHESIVE ACCORDING TO WIND UPLIFT CALCULATIONS 7. INSTALL TORCH APPLIED BASE SHEET 8. INSTALL TORCH APPLIED CAP SHEET 9. INSTALL TORCH BASE FLASHING AND TORCH MINERAL CAP FLASHING 0. REFER TO PROJECT MANUAL FOR FURTHER INFORMATION.. ALL DETAILS TO BE INSTALLED IN ACCORDANCE WITH DETAILS ON DRAWINGS INCLUDED WITHIN THIS DESIGN CRITERIA BASE SHEET FASTENING PATTERN ZONE ZONE ADHESIVE INSTRUCTIONS BOARD ADHESIVE PATTERN 8" TYPICAL ZONE BOARD ADHESIVE PATTERN: " OC BEADS PER BOARD TYPICAL ZONE BOARD ADHESIVE PATTERN: 6" OC BEADS PER BOARD - / WIDE ADHESIVE RIBBONS AT " (5.cm) O.C. (TYP.) 7 - / WIDE ADHESIVE RIBBONS AT 6" (5.cm) O.C. (TYP.) ZONE ' X ' BOARD PATTERN 0 LONG AVENUE, SALISBURY, MD 80 CUSTOMER NOTE: WIND UPLIFT REQUIREMENTS. ALL GARLAND'S SHOP FABRICATED MATERIAL WILL BE MANUFACTURED TO THE DIMENSIONS SHOWN, UNLESS OTHERWISE NOTED.. IT IS ESSENTIAL THAT ANY NECESSARY CHANGES, NOTATIONS OR REQUESTED INFORMATION BE CLEARLY NOTED ON THE SHOP DRAWINGS.. NO MATERIAL WILL BE CONSIDERED RELEASED FOR FABRICATION UNTIL ALL PERTINENT INFORMATION (i.e. COLOR, DIMENSIONS, MATERIAL CONFIG-URATION) HAS BEEN RECEIVED.. WIND SPEED: 5 MPH. BUILDING TYPE: ENCLOSED. EXPOSURE CATEGORY: C. IMPORTANCE CLASS: III 5. IMPORTANCE FACTOR: DESIGN RO HEIGHT:.0' 7. TOPOGRAPHY FACTOR: RO SLOPE: / UNITS PER RESULTING WIND UPLIFT PRESSURES: ZONE :. PSF ZONE : 7. PSF ZONE : 55.9 PSF TYPICAL ZONE BOARD ADHESIVE PATTERN: OC BEADS PER BOARD ADHESIVE RIBBONS / WIDE AT O.C. (TYP.) C 0

5 TYPICAL RO CROSS SECTION DETAIL CAP SHEET IN HOT MECHANICALLY FASTEN BASE SHEET ACCORDING TO WIND UPLIFT CALCULATIONS. EXISTING LIGHTWEIGHT INSULATING CONCRETE DECK GENERAL NOTES NOTES TYPICAL RO CROSS SECTION. STORE AND HANDLE ROING SHEETS IN A DRY, WELL-VENTILATED, WEATHER-TITE PLACE. STORE ROLLS FELT AND OTHER SHEET MATERIALS ON RAISED SURFACE. STAND ALL ROLL MATERIALS ON END. COVER ROLL GOODS WITH A CANVAS TARPAULIN OR OTHER BREATHABLE MATERIAL (NOT POLYETHYLENE).. DO NOT LEAVE UNUSED MATERIALS ON THE RO WHEN ROING WORK IS NOT IN PROGRESS UNLESS PROTECTED FROM WEATHER AND OTHER MOISTURE SOURCES.. IT IS THE RESPONSIBILITY THE CONTRACTOR TO SECURE ALL MATERIAL AND EQUIPMENT ON THE JOB SITE. IF ANY MATERIAL OR EQUIPMENT IS STORED ON THE RO, THE CONTRACTOR MUST MAKE SURE THAT THE INTEGRITY THE DECK IS NOT COMPROMISED AT ANY TIME.. DO NOT APPLY ROING OR MEMBRANE TO DAMP DECK SURFACE. BASE SHEET IN HOT 5. FULLY COMPLETE ALL. MODIFIED BITUMINOUS MEMBRANE ROING FIELD ASSEMBLY WORK EACH DAY. PHASED CONSTRUCTION WILL NOT BE ACCEPTED. SCOPE WORK NOTES GENERAL NOTES:. IT IS THE ROING CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE THEMSELVES WITH ALL DETAILS INVOLVED IN THE ROING CONTRACT.. ALL DRAWINGS ARE GRAPHIC REPRESENTATION APPROXIMATE LOCATION EXISTING AND NEW MATERIALS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT WORK.. THE ROING CONTRACTOR TO PROTECT ALL ADJACENT SURFACES NOT SCHEDULED FOR WORK AND TO REPAIR ANY DAMAGED AREAS AS A RESULT CONTRACTOR WORK AT NO ADDITIONAL COST TO THE OWNER.. THE ROING CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN WATER TIGHTNESS AND PROVIDE PROTECTION AT ANY/ALL OPENINGS IN THE RO LEFT AT THE END EACH CONSTRUCTION DAY. 5. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED. 6. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, CONDITIONS, AND QUANTITIES. SCOPE WORK: RO SYSTEM SCOPE WORK (BASE BID):. TEAR F EXISTING RO TO DECK. CONTRACTOR SHALL IDENTIFY AREAS DECK WHICH NEED REPAIR OR REPLACEMENT DURING TEARF. MECHANICALLY FASTEN BASE SHEET ACCORDING TO WIND UPLIFT CALCULATIONS. INSTALL BASE SHEET IN HOT 5. INSTALL CAP SHEET IN HOT 6. INSTALL TORCH BASE FLASHING AND TORCH MINERAL CAP FLASHING 7. REFER TO PROJECT MANUAL FOR FURTHER INFORMATION 8. ALL DETAILS TO BE INSTALLED IN ACCORDANCE WITH DETAILS ON DRAWINGS INCLUDED WITHIN THIS RO SYSTEM SCOPE WORK (ALTERNATE BID - SEE SHEET E FOR REFERENCE):. TEAR F EXISTING RO TO DECK. CONTRACTOR SHALL IDENTIFY AREAS DECK WHICH NEED REPAIR OR REPLACEMENT DURING TEARF. MECHANICALLY FASTEN BASE SHEET ACCORDING TO WIND UPLIFT CALCULATIONS. INSTALL TORCH APPLIED BASE SHEET 5. INSTALL TORCH APPLIED CAP SHEET 6. INSTALL TORCH BASE FLASHING AND TORCH MINERAL CAP FLASHING 7. REFER TO PROJECT MANUAL FOR FURTHER INFORMATION. 8. ALL DETAILS TO BE INSTALLED IN ACCORDANCE WITH DETAILS ON DRAWINGS INCLUDED WITHIN THIS DESIGN CRITERIA BASE SHEET FASTENING PATTERN ZONE ZONE 8" ZONE 0 LONG AVENUE, SALISBURY, MD 80 CUSTOMER NOTE: WIND UPLIFT REQUIREMENTS. ALL GARLAND'S SHOP FABRICATED MATERIAL WILL BE MANUFACTURED TO THE DIMENSIONS SHOWN, UNLESS OTHERWISE NOTED.. IT IS ESSENTIAL THAT ANY NECESSARY CHANGES, NOTATIONS OR REQUESTED INFORMATION BE CLEARLY NOTED ON THE SHOP DRAWINGS.. NO MATERIAL WILL BE CONSIDERED RELEASED FOR FABRICATION UNTIL ALL PERTINENT INFORMATION (i.e. COLOR, DIMENSIONS, MATERIAL CONFIG-URATION) HAS BEEN RECEIVED.. WIND SPEED: 5 MPH. BUILDING TYPE: ENCLOSED. EXPOSURE CATEGORY: C. IMPORTANCE CLASS: III 5. IMPORTANCE FACTOR: DESIGN RO HEIGHT:.0' 7. TOPOGRAPHY FACTOR: RO SLOPE: / UNITS PER 0 RESULTING WIND UPLIFT PRESSURES: ZONE :. PSF ZONE : 7. PSF ZONE : 55.9 PSF D

6 TYPICAL RO CROSS SECTION DETAIL (ALTERNATE BID REFERENCE) CAP SHEET IN HOT /" SECUROCK IN HOT MECHANICALLY FASTEN BASE SHEET ACCORDING TO WIND UPLIFT CALCULATIONS. EXISTING TECTUM DECK TYPICAL RO CROSS SECTION BASE SHEET IN HOT /: TAPERED BOARD IN ADHESIVE ACCORDING TO WIND UPLIFT CALCULATIONS () LAYER.5" IN ADHESIVE ACCORDING TO WIND UPLIFT CALCULATIONS. STAGGER ALL JOINTS. VAPOR BARRIER IN HOT ASPHALT ADHESIVE EXISTING RO CROSS SECTIONS SEE RO PLAN (SHEET ) FOR LOCATIONS RO SECTIONS NOTED BELOW: RO SECTION : GYPSUM/INSULATING CONCRETE DECK ROSIN PAPER MECHANICALLY-ATTACHED BASE SHEET -INCH THICK PERLITE IN HOT ASPHALT RO SECTION : STEEL DECK /-INCH THICK X-GRADE GYPSUM BOARD /-INCH THICK MECHANICALLY ATTACHED PERLITE HOT ASPHALT SMOOTH-SURFACED BUR MEMBRANE -INCH THICK IN HOT ASPHALT /- INCH THICK PERLITE IN HOT ASPHALT HOT ASPHALT SLAG-SURFACED BUR MEMBRANE RO SECTION : STEEL DECK /-INCH THICK X-GRADE GYPSUM BOARD /-INCH THICK MECHANICALLY ATTACHED PERLITE HOT ASPHALT SMOOTH-SURFACED BUR MEMBRANE -INCH THICK IN HOT ASPHALT /- INCH THICK PERLITE IN HOT ASPHALT HOT ASPHALT SLAG-SURFACED BUR MEMBRANE RO SECTION : TECTUM DECK /8-INCH THICK PERLITE ROSIN PAPER MECHANICALLY ATTACHED BASE SHEET AND FIBERGLASS FELT VAPOR BARRIER IN HOT ASPHALT FOUR () LAYERS -INCH THICK PERLITE IN HOT ASPHALT /-INCH AND /-INCH THICK PERLITE IN HOT ASPHALT. RO SECTION 5: EXISTING RO CROSS SECTIONS (CONTINUED) RO SECTION 8: TECTUM DECK ROSIN PAPER MECHANICALLY ATTACHED BASE SHEET AND FIBERGLASS FELT VAPOR BARRIER IN HOT ASPHALT -INCH, /-INCH, AND /-INCH THICK PERLITE LAYERS IN HOT ASPHALT. RO SECTION 9: TECTUM DECK MECHANICALLY ATTACHED BASE SHEET AND FIBERGLASS FELT VAPOR BARRIER IN HOT ASPHALT -INCH THICK IN HOT ASPHALT -INCH THICK PERLITE IN HOT ASPHALT. RO SECTION 0: TECTUM DECK ROSIN PAPER MECHANICALLY ATTACHED BASE SHEET AND FIBERGLASS FELT VAPOR BARRIER IN HOT ASPHALT COMPOSITE (/-INCH PERLITE)/(-INCH ) THICK IN HOT ASPHALT /-INCH THICK PERLITE IN HOT ASPHALT. GYPSUM/INSULATING CONCRETE DECK ROSIN PAPER MECHANICALLY-ATTACHED BASE SHEET -INCH THICK PERLITE AND /-INCH THICK PERLITE IN HOT ASPHALT RO SECTION 6: GYPSUM/INSULATING CONCRETE DECK ROSIN PAPER MECHANICALLY-ATTACHED BASE SHEET RO SECTION 7: TECTUM DECK ROSIN PAPER MECHANICALLY ATTACHED BASE SHEET AND FIBERGLASS FELT VAPOR BARRIER IN HOT ASPHALT FIVE (5) LAYERS -INCH THICK PERLITE IN HOT ASPHALT TWO () LAYERS /-INCH THICK PERLITE IN HOT ASPHALT. E 0 LONG AVENUE, SALISBURY, MD 80 0

7 ENLARGED AERIAL VIEW 0'-0" RO SECTION 8 SEE SHEET A RO SECTION 0 SEE SHEET A /: SLOPE BELOW 5'- ELEV. ± '-0" AFF RO SECTION 9 SEE SHEET A /: SLOPE '-5" ELEV. ± 0'-0" AFF /: SLOPE 5'-" /: SLOPE (TYP) RO SECTION 5 SEE SHEET C /: SLOPE 5'- 0'-0" RO SECTION 6 SEE SHEET D /: SLOPE 6'-" /: SLOPE RO SECTION 7 SEE SHEET A OPEN TO BELOW /: SLOPE /: SLOPE 50'-0" TYP. RO SECTION NOTE: SEE SHEET E FOR EXISTING RO SECTION INFORMATION '-" /: SLOPE NEW GUTTER TO MATCH EXISTING (TYP) ELEV. ± 9'-0" AFF RO SECTION SEE SHEET A NEW GUTTER TO MATCH EXISTING (TYP) ELEV. ± '-0" AFF RO SECTION SEE SHEET B 79'-" /: SLOPE 5'-0" 5'-0" ELEV. ± '-0" AFF SHT 0 5'-0" 5'-0" SHT 0 /: SLOPE NOTE: CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, CONDITIONS, AND QUANTITIES. SHT 0 60'-7" 0'-0" 65'-5" RO SECTION SEE SHEET B /: SLOPE ±'-" ±'- SHT 0 /: SLOPE ±9'-6" ±5'-6" 5'-0" ±5'-8" RO PLAN ARCH. REF.: 5'-0" /: SLOPE ±6'-" SHT 0 67'-" 55'-" SCUPPER (TYP) ±60'- RO SECTION SEE SHEET C /: SLOPE Ø RO DRAINS (TYP) ELEV. ± '-0" AFF 65'-0" WIND PRESSURE ZONE DESIGNATION /: SLOPE ±5'-" ±7'-" ZONE TYPE ZONE ZONE ZONE SYMBOL LEGEND N MECH UNIT CURB RO DRAIN EXHAUST FAN PLUMBING STACK / RO PENETRATION AIR INTAKE SCUPPER RO HATCH EXPANSION JOINT SCALE: " = 0'-0" 0 LONG AVENUE, SALISBURY, MD 80 0 ELEV. ± '-0" AFF

8 NOT USED SCALE: /" = '-0" " MIN. [05mm] MIN. [0mm] ROLL DOWN FLASHING " MIN [5MM] DOWN INTO PIPE PLUMBING VENT STACK TORCH MINERAL CAP FLASHING PLY MIN. ON FIELD CAP SHEET BASE SHEET /" SECUROCK FRONT LIP " LOWER THAN BACK EDGE " GUTTER 0" O.C. /8" ALUMINUM TO MATCH GUTTER ALUMINUM GUTTER CONTINUOUS CLEAT FASTENED 6" O.C. [5MM] CONTINUOUS CLEAT FASTENED 6" O.C. [5MM] " GUTTER 0" O.C. /8" ALUMINUM TO MATCH GUTTER DRIP EDGE WITH GUTTER DETAIL SCALE: /" = '-0" MIN. MIN. METAL EDGE SET IN RO CEMENT, NAILED " O.C. [76MM] STAGGERED, PRIME METAL FLANGE PRIOR TO STRIPPING METAL EDGE SET IN RO CEMENT, NAILED " O.C. [76MM] STAGGERED, PRIME METAL FLANGE PRIOR TO STRIPPING WOOD CANT NAILER, FASTEN TO BLOCKING MODIFIED MEMBRANE BASE PLY TORCH MINERAL CAP FLASHING PLY MIN. ON FIELD. TORCH BASE FLASHING PLY 6" MIN.ON FIELD SEAL GAPS AT ALL PERIMETERS WITH FOAM GUTTER FASTENED 6" O.C. (5mm] EXTEND PLY OVER BLOCKING FASTEN 8" O.C. [0MM] MIN. [8mm] ON FIELD 6" MIN. [5mm] ON FIELD CAP SHEET BASE SHEET /" SECUROCK MINERAL CAP SHEET BASE SHEET /" SECUROCK 0 LONG AVENUE, SALISBURY, MD 80 SEAL GAP AROUND PIPES W/FOAM SET ST METAL FLANGE IN MASTIC, PRIME FLANGE BEFORE STRIPPING SEAL GAPS AT ALL PERIMETERS WITH FOAM CANT DAM "O.C. EXTEND PLY OVER BLOCKING FASTEN 8" O.C. [0MM] 0 PLUMBING SOIL STACK DETAIL SCALE: /" = '-0" RAISED METAL EDGE DETAIL SCALE: /" = '-0"

9 TERMINATION BAR 8"o.c. [0mm] THROUGH BUTYL TAPE [0MM] PASSIVE VENT AIR INTAKE DETAIL SCALE: /" = '-0" EXISTING PASSIVE AIR/VENT INTAKE MIN. SEALING MATERIAL-MUST BE CONTINUOUS ON THE PERIMETER WOOD NAILER NOMINAL FLASHING RECEIVER TERMINATION BAR 8"o.c. [0mm] THROUGH BUTYL TAPE 8" MIN CANT STRIP, FASTENED TO NAILER " MIN. NEW COUNTERFLASHING. SS COLOR TO MATCH, /8" RIVET EVERY " O.C. MIN. ON FIELD CAP SHEET BASE SHEET /" SECUROCK BASE UNIT EXTENDS /" MINIMUM [MM] BEYOND AND DOWN OVER TOP CURB METAL COUNTERFLASHING FASTENED 8" O.C. SCREW OR RIVET TO FLASHING RECEIVER ONLY TORCH MINERAL CAP FLASHING PLY MIN. ON FIELD CAP SHEET BASE SHEET /" SECUROCK TERMINATION BAR 8"o.c. [0mm] THROUGH BUTYL TAPE EXHAUST FAN DETAIL SCALE: /" = '-0" [0MM] MIN. [8mm] ON FIELD 6" MIN. [5mm] ON FIELD ST METAL FLASHING (0" MIN.) SET IN MASTIC, WRAPPED DOWN " MIN., PRIME TOP SURFACE RO DRAIN EXISTING METAL EXHAUST FAN COVER NEW COUNTERFLASHING. SS COLOR TO MATCH, /8" RIVET EVERY " O.C. TORCH MINERAL CAP FLASHING PLY MIN. ON FIELD CAP SHEET BASE SHEET CAP SHEET BASE SHEET /" SECUROCK /" SECUROCK UNIT MOUNTING CURB CANT STRIP, FASTENED TO NAILER LEADER 0 LONG AVENUE, SALISBURY, MD 80 0 AIR HANDLING CURB DETAIL SCALE: /" = '-0" RO DRAIN DETAIL SCALE: /" = '-0" 5

10 CMU WALL WITH COPING CAP DETAIL SCALE: /" = '-0" COPING COVER x 0'-0" SLOPE PER 6" CONCEALED SPLICE EACH JOINT 6 GA ANCHOR CHAIR () FASTENERS PER ANCHOR CHAIR SA HIGH TEMP UNDERLAYMENT MIN. [8mm] ON FIELD 6" MIN. [5mm] ON FIELD CANT STRIP SEAL GAPS AT ALL PERIMETERS WITH FOAM CAP SHEET BASE SHEET /" SECUROCK [0MM] REGLET MOUNTED COUNTERFLASHING DETAIL SCALE: /" = '-0" EXPANSION FASTENER COUNTERFLASHING TERMINATION BAR 8"o.c. [0mm] THROUGH BUTYL TAPE (MIN..5" EMBEDMENT) MIN. [8mm] ON FIELD 6" MIN. [5mm] ON FIELD CANT STRIP SEAL GAPS AT ALL PERIMETERS WITH FOAM SHEET METAL PITCH PAN SOLDERED/WELDED WATERTIGHT MIN [0MM] HEIGHT CAP SHEET BASE SHEET /" SECUROCK 0 LONG AVENUE, SALISBURY, MD 80 TERMINATION BAR 8"o.c. [0mm] THROUGH BUTYL TAPE [0MM] NEW COUNTERFLASHING. SS COLOR TO MATCH, /8" RIVET EVERY " O.C. MIN. [8mm] ON FIELD 6" MIN. [5mm] ON FIELD CAP SHEET BASE SHEET /" SECUROCK PREPARE AND PRIME PROJECTION POURABLE SEALANT, PART, " MIN. NON-SHRINK GROUT, " MIN. MIN. MIN. [8MM] ON FIELD 6" MIN. [5MM] ON FIELD CAP SHEET BASE SHEET /" SECUROCK PREMANUFACTURED EQUIPMENT SUPPORT SEAL GAP AROUND PENETRATION W/FOAM OPT: WOOD NAILERS; VARIES DEPENDING UPON SIZE PENETRATION 0 EQUIPMENT SUPPORT DETAIL SCALE: /" = '-0" PITCH POCKET DETAIL SCALE: /" = '-0" 6

11 FLASHING FASTENED 8" O.C. [0MM] PREMANUFACTURED EXPANSION JOINT COVER /":" SLOPE MIN. FLEXIBLE WATER PRO MEMBRANE CLOSURE METAL CAP SECURED " O.C. [05MM] W/ FASTENERS & NEOPRENE WASHERS [0MM] COMPRESSIBLE FLEXIBLE VAPOR RETARDER TO SERVE AS RETAINER ATTACH TO TOP CURB EXPANSION JOINT DETAIL SCALE: /" = '-0" " MIN EXP./ CONT. " EXP./ CONT. + " EXP./ CONT. MIN. [8mm] ON FIELD 6" MIN. [5mm] ON FIELD CAP SHEET BASE SHEET /" SECUROCK SET METAL FLANGE IN RO CEMENT AND PRIME PRIOR TO STRIPPING MIN. [8mm] ON FIELD PITCH POCKET W/ CONDUIT DETAIL SCALE: /" = '-0" RO HATCH EXTERIOR LOCK PROVISION ELECTRICAL CONDUIT PRIME PROJECTION POURABLE SEALANT, PART NON-SHRINK GROUT SEAL GAP AROUND CONDUIT W/FOAM MIN. SHEET METAL PITCH PAN SOLDERED/WELDED WATERTIGHT MIN.[0MM] HEIGHT MIN. ON FIELD 6" MIN.ON FIELD CAP SHEET BASE SHEET /" SECUROCK OPT: WOOD NAILERS; VARIES DEPENDING UPON SIZE PENETRATION 0 LONG AVENUE, SALISBURY, MD 80 6" MIN. [5mm] ON FIELD CAP SHEET BASE SHEET /" SECUROCK [0MM] NEW COUNTERFLASHING. SS COLOR TO MATCH, /8" RIVET EVERY " O.C. TERMINATION BAR 8"o.c. MAX. [0mm] THROUGH BUTYL TAPE (MIN..5" EMBEDMENT) MIN. [8mm] ON FIELD 6" MIN. [5mm] ON FIELD CANT STRIP CAP SHEET BASE SHEET /" SECUROCK SHEET METAL CONDUCTOR HEAD 0 THRU WALL SCUPPER DETAIL SCALE: /" = '-0" RO HATCH DETAIL SCALE: /" = '-0" 7

12 NOT USED SCALE: /" = '-0" " MIN. [05mm] MIN. [0mm] ROLL DOWN FLASHING " MIN [5MM] DOWN INTO PIPE PLUMBING VENT STACK TORCH MINERAL CAP FLASHING PLY MIN. ON FIELD CAP SHEET BASE SHEET /" SECUROCK CONTINUOUS CLEAT FASTENED 6" O.C. [5MM] CAP SHEET BASE SHEET RAISED METAL EDGE DETAIL SCALE: /" = '-0" MIN. FLASHING FASTENED 8" O.C. [0MM] PREMANUFACTURED EXPANSION JOINT COVER /":" SLOPE MIN. FLEXIBLE WATER PRO MEMBRANE CLOSURE METAL CAP SECURED " O.C. [05MM] W/ FASTENERS & NEOPRENE WASHERS [0MM] COMPRESSIBLE METAL EDGE SET IN RO CEMENT, NAILED " O.C. [76MM] STAGGERED, PRIME METAL FLANGE PRIOR TO STRIPPING WOOD CANT NAILER, FASTEN TO BLOCKING MODIFIED MEMBRANE BASE PLY MIN. [8mm] ON FIELD 6" MIN. [5mm] ON FIELD SEAL GAPS AT ALL PERIMETERS WITH FOAM CANT DAM "O.C. EXTEND PLY OVER BLOCKING FASTEN 8" O.C. [0MM] CAP SHEET BASE SHEET " MIN /" SECUROCK EXP./ CONT. " EXP./ CONT. + " EXP./ CONT. MIN. [8mm] ON FIELD 6" MIN. [5mm] ON FIELD CAP SHEET BASE SHEET 0 LONG AVENUE, SALISBURY, MD 80 /" SECUROCK /" SECUROCK SEAL GAP AROUND PIPES W/FOAM SET ST METAL FLANGE IN MASTIC, PRIME FLANGE BEFORE STRIPPING FLEXIBLE VAPOR RETARDER TO SERVE AS RETAINER ATTACH TO TOP CURB 0 PLUMBING SOIL STACK DETAIL SCALE: /" = '-0" EXPANSION JOINT DETAIL SCALE: /" = '-0" 8

13 TERMINATION BAR 8"o.c. [0mm] THROUGH BUTYL TAPE [0MM] PASSIVE VENT AIR INTAKE DETAIL SCALE: /" = '-0" EXISTING PASSIVE AIR/VENT INTAKE MIN. SEALING MATERIAL-MUST BE CONTINUOUS ON THE PERIMETER WOOD NAILER NOMINAL FLASHING RECEIVER TERMINATION BAR 8"o.c. [0mm] THROUGH BUTYL TAPE 8" MIN " MIN. NEW COUNTERFLASHING. SS COLOR TO MATCH, /8" RIVET EVERY " O.C. MIN. ON FIELD CANT STRIP, FASTENED TO NAILER CAP SHEET BASE SHEET /" SECUROCK BASE UNIT EXTENDS /" MINIMUM [MM] BEYOND AND DOWN OVER TOP CURB METAL COUNTERFLASHING FASTENED 8" O.C. SCREW OR RIVET TO FLASHING RECEIVER ONLY TORCH MINERAL CAP FLASHING PLY MIN. ON FIELD CAP SHEET BASE SHEET /" SECUROCK TERMINATION BAR 8"o.c. [0mm] THROUGH BUTYL TAPE EXHAUST FAN DETAIL SCALE: /" = '-0" [0MM] MIN. [8mm] ON FIELD 6" MIN. [5mm] ON FIELD ST METAL FLASHING (0" MIN.) SET IN MASTIC, WRAPPED DOWN " MIN., PRIME TOP SURFACE RO DRAIN EXISTING METAL EXHAUST FAN COVER NEW COUNTERFLASHING. SS COLOR TO MATCH, /8" RIVET EVERY " O.C. TORCH MINERAL CAP FLASHING PLY MIN. ON FIELD CAP SHEET BASE SHEET CAP SHEET BASE SHEET /" SECUROCK /" SECUROCK UNIT MOUNTING CURB LEADER CANT STRIP, FASTENED TO NAILER 0 LONG AVENUE, SALISBURY, MD 80 0 AIR HANDLING CURB DETAIL SCALE: /" = '-0" RO DRAIN DETAIL SCALE: /" = '-0" 9

14 SHT 0 CMU WALL WITH COPING CAP DETAIL SCALE: /" = '-0" COPING COVER x 0'-0" SLOPE PER 6" CONCEALED SPLICE EACH JOINT 6 GA ANCHOR CHAIR () FASTENERS PER ANCHOR CHAIR SA HIGH TEMP UNDERLAYMENT MIN. [8mm] ON FIELD 6" MIN. [5mm] ON FIELD CANT STRIP SEAL GAPS AT ALL PERIMETERS WITH FOAM SET METAL FLANGE IN RO CEMENT AND PRIME PRIOR TO STRIPPING MIN. [8mm] ON FIELD CAP SHEET BASE SHEET /" SECUROCK SHT 0 [0MM] REGLET MOUNTED COUNTERFLASHING DETAIL SCALE: /" = '-0" EXPANSION FASTENER COUNTERFLASHING TERMINATION BAR 8"o.c. [0mm] THROUGH BUTYL TAPE (MIN..5" EMBEDMENT) MIN. [8mm] ON FIELD 6" MIN. [5mm] ON FIELD CANT STRIP SEAL GAPS AT ALL PERIMETERS WITH FOAM CAP SHEET BASE SHEET /" SECUROCK 0 LONG AVENUE, SALISBURY, MD 80 6" MIN. [5mm] ON FIELD CAP SHEET BASE SHEET /" SECUROCK SHEET METAL CONDUCTOR HEAD 0 SHT 0 THRU WALL SCUPPER DETAIL SCALE: /" = '-0" 0