RPS Admin Building Clerestory
OWNER: ROCKFORD PUBLIC SCHOOL DISTRICT #205 IFB 20-43 SHEET INDEX 501 7TH STREET. ROCKFORD, ILLINOIS 61104 SHEET NO. SHEET NAME GENERAL G000 COVER SHEET G001 GENERAL NOTES AND PROJECT STANDARDS ARCHITECT: DEMOLITION BRADLEY AND BRADLEY ARCHITECTS, P.C. D100 GROUND FLOOR DEMOLITION PLAN D101 4TH FLOOR DEMOLITION PLAN A DIVISION OF TYSON & BILLY ARCHITECTS D102 5TH FLOOR DEMOLITION PLAN (815) 229-8222 4000 Morsay Drive
4000 MORSAY DRIVE 61107 IL Rockford, STRUCTURAL (815) 229-8218 FAX: ROCKFORD, ILLINOIS 61107 S001 GENERAL NOTES p: (815) 229-8222 S104 FOURTH FLOOR FRAMING PLAN S105 FIFTH FLOOR FRAMING PLAN RONALD G. BILLY JR., LEED AP S400 ELEVATIONS AND SECTIONS www.bradleyandbradley.com S501 DETAILS S502 DETAILS Bradley & Bradley Architects, & Bradley P.C. Bradley
STRUCTURAL: ARCHITECTURAL A111 1ST FLOOR NEW WORK SELECT STRUCTURAL ENGINEERING A141 4TH FLOOR NEW WORK 606 14TH AVE. SW A151 5TH FLOOR NEW WORK A201 EXTERIOR EAST ELEVATION CEDAR RAPIDS, IOWA 52404 A202 EXTERIOR SOUTHEAST ELEVATION A203 EXTERIOR SOUTHWEST ELEVATION p: (319) 365-1150 A204 EXTERIOR WINDOW ELEVATIONS A205 EXTERIOR WINDOW DETAILS A206 ESCALATOR DETAILS A311 WALL SECTIONS A312 WALL SECTIONS A313 WALL SECTIONS A503 ROOF DETAILS A901 3D VIEWS ARCHITECT BONDINGCO. OWNER CONTRACTOR RGB Appd. YCS Drn.
STATEMENT OF COMPLIANCE I HAVE PREPARED, OR CAUSED TO BE PREPARED UNDER MY DIRECT SUPERVISION, 03/13/2020
THE ATTACHED PLANS AND SPECIFICATIONS AND STATE THAT, TO THE BEST OF MY 501 7TH STREET KNOWLEDGE AND BELIEF AND TO THE EXTENT OF MY CONTRACTURAL OBLIGATION, THEY ARE IN COMPLIANCE WITH THE ENVIRONMENTAL BARRIERS ACT (410 ILCS 25) ROCKFORD, IL 61104 AND THE ILLINOIS ACCESSIBILITY CODE (71 111. ADM. CODE 400) Date I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED BY ME OR UNDER MY
SUPERVISION, AND TO THE BEST OF MY KNOWLEDGE, COMPLY WITH ALL RPS Admin Building Clerestory
APPLICABLE CODES. 19-12160
B LDG. IL A LY N J ST Project Number O GI ER R R E . E D R REVISION DATE No. 001015480 Signed: Project Status Project STATE OF Architect/Engineer I S L L OI A I N T ILLINOIS REGISTRATION NO.: 001015480 RC C H I T E Exp. Date: 11/30/20 ILLINOIS PROFESSIONAL DESIGN FIRM REGISTRATION NO. 184003452 THESE DOCUMENTS ARE COPYRIGHTED. REPRODUCTION OF THIS DRAWING, BY ANY PHOTOGRAPHIC, XEROGRAPHIC OR OTHER SIMILAR TECHNIQUE OR PROCESS, DURING THE BIDDING PERIOD OR FOR INCORPORATING THE MATERIAL CONTAINED HEREON INTO A SHOP DRAWING, IS STRICTLY PROHIBITED WITHOUT THE EXPRESSED CONSENT Sheet No: OF TYSON AND BILLY ARCHITECTS, P.C.© 2020 BRADLEY AND BRADLEY ARCHITECTS, P.C. ILLINOIS PROFESSIONAL DESIGN FIRM REGISTRATION NO. 184003452 G000 COVER SHEET 3/26/2020 4:06:51 PM DIMENSION PLAN GENERAL NOTES: 1. INTERIOR DIMENSIONS ARE TO FACE OF METAL STUD OR CMU UNIT AND TO CENTERLINES OF COLUMNS, U.N.O. 2. REFER TO CODE PLANS FOR GRAPHIC REPRESENTATION AND UL DESIGNS OF RATED AND SMOKE PARTITIONS. 3. EXTEND PARTITIONS TO UNDERSIDE OF STRUCTURE/DECK, U.N.O. 4. SEE PLANS AND DETAIL PLANS FOR CHASE DIMENSIONS. @-AT JT - JOINT 5. FINAL WALL PREP REQUIREMENTS ARE BASED ON FINISH SHOWN IN ROOM FINISH SCHEDULE AND WITH THE SPECIFICATIONS. A B - ANCHOR BOLT 6. REFER TO DETAIL PLANS AND SECTIONS FOR FURTHER DESCRIPTION OF INTERIOR PARTITIONS. ACOUS - ACOUSTIC KD - KNOCK DOWN 7. BACK-TO-BACK OUTLETS CANNOT OCCUPY SAME STUD CAVITY SPACE. IN ACOUSTICALLY TREATED WALLS, PROVIDE ACOUSTIC PUTTY PADS AROUND OUTLET BOXES. ACP - ACOUSTIC CEILING PANEL KO - KNOCK OUT (PANEL) 8. REFER TO SHEET A-631 FOR WALL PARTITION TYPES AND ASSEMBLIES. ADD'N - ADDITION 9. REFER TO SHEET A-631 FOR FIRE-RATED WALL ASSEMBLY NUMBERS. ADD'L - ADDITIONAL L-LONG 10. WHERE SEPARATION WALLS INTERSECT PERIMETER FURRING, PROVIDE FURRING STUDS AND SOUND INSULATION TO STRUCTURE ABOVE. EXTEND 24" MIN. ON EITHER SIDE OF SEPARATION WALL. ADJ - ADJACENT LAM - LAMINATE(D) 11. REFER TO ENLARGED PLANS FOR DIMENSIONS WITHIN THESE AREAS. ADJT - ADJUSTABLE LAV - LAVATORY AFF - ABOVE FINISH FLOOR LGT - LIGHT AHJ - AUTHORITY HAVING LH - LEFT HAND JURISDICTION LL - LIVE LOAD INTERIOR PARTITION LEGEND NOTES: AL - ALUMINUM LLH - LONG LEG HORIZONTAL 1. REFER TO SHEET A-631 FOR WALL PARTITION TYPES AND ASSEMBLIES. ALT - ALTERNATE LLV - LONG LEG VERTICAL 2. REFER TO CODE PLANS FOR GRAPHIC REPRESENTATION AND UL DESIGNS OF RATED AND SMOKE PARTITIONS. ANCH - ANCHOR LVL - LEVEL 3. METAL STUD & FURRED PARTITIONS INDICATED TO RECEIVE SOUND ATTENUATION BLANKET, INSTALL BLANKET FULL WIDTH OF STUD AND FULL HEIGHT OF WALL, OR TO UNDERSIDE OF STRUCTURE/DECK, U.N.O. IN FIRE-RATED PARTITIONS, USE ANOD - ANODIZED LVR - LOUVER SOUND ATTENUATION FIRE BLANKET. AP - ACCESS PANEL 4. SEE PLANS AND DETAIL PLANS FOR CHASE DIMENSIONS. WITHIN CHASE WALLS, USE 4" C-H STUDS MIN. APPROX - APPROXIMATE MAS'Y - MASONRY 5. INTERIOR DIMENSIONS ARE TO FACE OF STUD OR CMU UNIT, U.N.O. ASPH - ASPHALT MAT'L - MATERIAL 6. REFER TO DETAIL DRAWINGS AND SPECIFICATION FOR LOCATIONS AND INFORMATION ON THE VARIOUS TYPES OF GYPSUM BOARD. AUTO - AUTOMATIC MAX - MAXIMUM 7. FINAL WALL PREP REQUIREMENTS BASED ON FINISH SHOWN IN THE ROOM FINISH SCHEDULE AND WITH THE SPECIFICATIONS. AVE - AVERAGE MB - MACHINE BOLT 8. REFER TO DETAIL PLANS AND SECTIONS FOR FURTHER DESCRIPTION OF INTERIOR PARTITIONS. MECH - MECHANICAL 9. REFER TO FINISH DRAWINGS AND SCHEDULES FOR WALL MATERIAL AND FINISHES. BD - BOARD MED - MEDIUM BITUM - BITUMINOUS / BITUMASTIC MEZZ - MEZZANINE BLDG - BUILDING MFR - MANUFACTURER FINISH PLAN GENERAL NOTES: PLAN / DETAIL SIM BLK'G - BLOCKING (WOOD) MH - MAN HOLE 1. FINISH INDICATES ENTIRE SURFACE, U.N.O. REF. 1 CALLOUT BRG - BEARING MIN - MINIMUM 2. FINISH ON SOFFITS INDICATES ENTIRE FACE AND BOTTOM, U.N.O. A101 BRK - BRICK MISC - MISCELLANEOUS 3. CEILINGS AND SOFFITS TO BE P1, U.N.O. (815) 229-8222 AREA TO BE BRK PV - BRICK PAVERS MO - MASONRY OPENING 4000 Morsay Drive 4. REFER TO DRAWING XXXX FOR TRANSITION DETAILS BETWEEN DISSIMILAR MATERIALS, CORNER GUARD DETAILS, AND WALL BASE DETAILS. 61107 IL Rockford, ENLARGED SHEET REF. BRKT - BRACKET MOD - MODULAR (815) 229-8218 FAX: 5. HOLLOW METAL FRAMES TO BE
5. TEMPORARILY STORE ITEMS INDICATED AS “TO BE RELOCATED” IN A LOCATION ONSITE AND PROTECT ITEMS FROM DAMAGE PRIOR TO INSTALLATION IN NEW LOCATION. ARCHITECT
EJ - EXPANSION JOINT RFG - ROOFING BONDINGCO. 6. ITEMS INDICATED “TO REMAIN” THAT ARE DAMAGED DURING THE PERFORMANCE OF THE DEMOLITION WORK. SUCH DAMAGE SHALL BE REPORTED TO OWNER’S REPRESENTATIVE IMMEDIATELY, AND SUBMIT A REPAIR SOLUTION TO ARCHITECT EL - ELEVATION RH - RIGHT HAND FOR REVIEW. CEILING TYPE ACT-X ELEC - ELECTRIC / ELECTRICAL RM - ROOM CEILING TAG 7. COORDINATE DEMOLITION WORK WITH NEW CONSTRUCTION WORK IN EACH AREA OF DEMOLITION. EXISTING CONSTRUCTION IN AREAS ADJACENT TO DEMOLITION WORK SHALL BE PATCHED AND REPAIRED TO MATCH ORIGINAL EXISTING CEILING HEIGHT 8' - 0" ELEV - ELEVATOR RO - ROUGH OPENING CONDITION AS REQUIRED TO PROVIDE FOR NEW CONSTRUCTION WORK IN AREA OF DEMOLITION. (ABOVE FINISH FLOOR) EMBED - EMBEDMENT RTF - RUBBER TILE FLOORING 8. ITEMS INDICATED TO BE REMOVED BY OWNER SHALL BE COMPLETED PRIOR TO COMMENCEMENT OF WORK. EMER - EMERGENCY 9. AT LOCATIONS WHERE A PORTION OF EXISTING CONSTRUCTION IS TO BE REMOVED AND PREPARED FOR A NEW INFILL CONSTRUCTION, OR AN OPENING IN A WALL, ROOF, OR FLOOR IS CREATED BY DEMOLITION WORK, CONSTRUCT INFILL WITH EPDM - ETHYLENE PROPYLENE SCHED - SCHEDULE OWNER
SAME MATERIALS AND METHOD OF CONSTRUCTION AS EXISTING ADJACENT CONSTRUCTION, UNLESS NOTED OTHERWISE SEE ARCHITECTURAL DRAWINGS FOR INFILL CONSTRUCTION INFILL CONSTRUCTION SHALL SMOOTHLY BUTT ADJACENT DIENE MONOMER SEAL/HDNR - SEALER/HARDENER CONTRACTOR SURFACES AND MATCH THE FINISH, U.N.O. GRID NUMBER OR LETTER 0 EQ - EQUAL SEC - SECTION 10. AT LOCATIONS WHERE AN ITEM IS TO BE REMOVED FROM A SURFACE THAT IS TO REMAIN, PATCH AND REPAIR EXISTING SURFACE TO MATCH EXISTING ADJACENT SURFACE, UNLESS INDICATED OTHERWISE. GRID LINE ES - EDGE STRIP SF - SQUARE FOOT 11. EXISTING ITEMS ANCHORED TO CONSTRUCTION THAT IS INDICATED TO BE DEMOLISHED SHALL BE CONSIDERED A PART OF DEMOLISHED CONSTRUCTION AND SHALL BE DEMOLISHED WITH THE INDICATED CONSTRUCTION, UNLESS NOTED EW - EACH WAY SHT - SHEET EWC - ELECTRIC WATER COOLER SI - SQUARE INCH OTHERWISE. INDICATES PLAN NORTH
12. IN CONDITIONS WHERE A WALL OR FLOOR FINISH IS DEMOLISHED CREATING A DISSIMILAR ELEVATION IN ADJACENT FLOOR FINISHES, INSTALL AN APPROVED LEVELING MATERIAL TO BRING LOWER FLOOR FINISH ELEVATION UP ATO AN ELEVATION EWH - ELECTRIC WATER HEATER SIM - SIMILAR Checker THAT IS FLUSH WITH ADJACENT FLOOR. EXIST - EXISTING SK - SINK NORTH INDICATOR 13. CONSTRUCT TEMPORARY DUST PARTITIONS TO CONTAIN DEMOLITION WORK AND PREVENT CONSTRUCTION DUST FROM ENTERING ADJACENT EXISTING B CONSTRUCTION. SUBMIT LOCATIONS OF THESE PARTITIONS FOR APPROVAL BY OWNER’S INDICATES TRUE NORTH EXP - EXPANSION SLNT - SEALANT REPRESENTATIVE. PARTITION LOCATIONS SHALL NOT IMPEDE OR HINDER EMERGENCY EGRESS FROM BUILDING. SPECIFICATIONS FOR CONSTRUCTION OF DUST PARTITIONS. EXT - EXTERIOR SOG - SLAB ON GRADE 14. RETAIN DEMOLISHED MATERIALS AS NEEDED FOR INFILLING OPENINGS IN EXISTING CONSTRUCTION SO THAT FINISH MATERIALS WILL PROPERLY ALIGN WITH EXISTING AND MATCH THE EXISTING FINISH. IF DEMOLISHED MATERIALS ARE NOT SPEC - SPECIFICATION(S)
SALVAGEABLE, NOTIFY OWNER’S REPRESENTATIVE, SO THAT ALTERNATE SOLUTIONS MAY BE DETERMINED. FD - FLOOR DRAIN SPC'G - SPACING Appd. FDN - FOUNDATION SPK'R - SPEAKER 15. IF EXISTING CONSTRUCTION IS REVEALED NOT CONSTRUCTED OR FINISHED IN A MANNER THAT MATCHES ADJACENT SURFACES, PATCH AREA AS NECESSARY WITH APPROPRIATE MATERIALS AND METHODS OF CONSTRUCTION TO MATCH LEVEL NAME FIRST FLOOR EXISTING ADJACENT FINISH, OR PREPARE SURFACE FOR INSTALLATION OF NEW FINISH. CONTACT OWNER’S REPRESENTATIVE AS SOON AS POSSIBLE SO THAT CONCEALED CONSTRUCTION MAY BE IDENTIFIED AND SCOPE OF POSSIBLE LEVEL LINE FE - FIRE EXTINGUISHER SQ - SQUARE 100' - 0" ADDITIONAL WORK DETERMINED. LEVEL ELEVATION FEC - FIRE EXTINGUISHER CABINET SS - STAINLESS STEEL
16. WHEN EXISTING SURFACE IS INDICATED TO BE “PATCHED AND REPAIRED” OR “PREPARED” TO RECEIVE A NEW FINISH MATERIAL, PROVIDE A CONSTRUCTION SURFACE THAT IS CAPABLE OF RECEIVING NEW FINISH MATERIAL. FFD - FLUSHING FLOOR DRAIN SSK - SERVICE SINK Author 17. WHEN THE TERM ‘ENTIRETY’ IS DIRECTED TO A SPECIFIC ITEM OR ASSEMBLY, DEMOLISH AND REMOVE IDENTIFIED ITEM AND ASSOCIATED CONSTRUCTION PERTINENT TO THE ITEM, INCLUDING, BUT NOT LIMITED TO UNDERGROUND AND FHC - FIRE HOSE CABINET STN - STAIN CONCEALED CONSTRUCTION, SUCH AS FOOTINGS AND FOUNDATIONS, SEWER, PLUMBING, AND ELECTRICAL WORK. THIS DEMOLITION WORK SHALL BE COORDINATED WITH THE CIVIL, STRUCTURAL, PLUMBING, MECHANICAL, ELECTRICAL, AND FIN - FINISH STD - STANDARD VIEW NAME TECHNOLOGY DRAWINGS. FLR - FLOOR STL - STEEL GENERAL NOTES: VIEW TITLE VIEW DESIGNATION FLSH'G - FLASHING STRUCT - STRUCTURAL OR 1. REFER TO PROJECT MANUAL FOR BIDDING REQUIREMENTS, CONTRACT FORMS, GENERAL CONDITIONS OF THE CONTRACT, SUPPLEMENTARY CONDITIONS OF THE CONTRACT, AND TECHNICAL SPECIFICATIONS. FRP - FIBER REINFORCED PLASTIC STRUCTURE 2. VISITPROJECT SITE, BUILDING AND SURROUNDING CONDITIONS PRIOR TO SUBMITTING A BID. CONTACT ARCHITECT IN WRITING IF THERE IS A CONFLICT BETWEEN DRAWINGS AND EXISTING CONDITIONS, AND OTHER QUESTIONS ARISING FROM View Name FTG - FOOTING SUSP - SUSPEND(ED) Drn. CONTRACTORS OBSERVATIONS. FUR CHN'L - FURRING CHANNEL SVF - SHEET VINYL FLOORING 3. SEVERAL ITEMS ON DRAWINGS ARE INDICATED AS AN ALTERNATE. SCOPE OF THESE ITEMS IS EXPLAINED IN SECTION 012300 - ALTERNATES. N.T.S. FURN - FURNACE SYM - SYMMETRICAL 4. REQUIRED PRE-INSTALLATION MEETINGS AND MOCKUPS FOR CRITICAL WORK SHALL BE PERFORMED PRIOR TO COMMENCEMENT OF WORK. COORDINATE ADDITIONAL MEETINGS AND MOCKUPS WITH ARCHITECT AS NECESSARY AT NO SYN - SYNTHETIC ADDITIONAL COST TO OWNER. VIEW SCALE GA - GAUGE 5. WHERE DISCREPANCIES EXIST BETWEEN DRAWINGS OF VARIOUS TRADES, PROMPTLY REPORT DISCREPANCIES TO ARCHITECT IN WRITING FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. GALV - GALVANIZED T - TREAD 6. WHERE PROVISIONS OF DRAWINGS AND SPECIFICATIONS CONFLICT, THE MORE STRINGENT OR COSTLY REQUIREMENT SHALL GOVERN UNLESS DIRECTED OTHERWISE BY ARCHITECT. GC - GENERAL CONTRACTOR T&G - TONGUE AND GROOVE 7. VERIFY FIELD CONDITIONS, MATERIALS, CONSTRUCTION METHODS AND DIMENSIONS PRIOR TO COMMENCEMENT OF WORK. PROMPTLY CONTACT ARCHITECT IN WRITING IF ISSUES OR QUESTIONS ARISE. COMMENCEMENT OF WORK T/B - TOP OF BEAM 03/13/2020 CONSTITUTES ACCEPTANCE OF EXISTING CONDITIONS, AS WELL AS TAKING ON RESPONSIBILITY FOR UNACCEPTABLE WORK CAUSED BY PREVIOUS CONDITIONS. GL - GLASS T/C - TOP OF CURB 501 7TH STREET 8. MATERIALS ORDERED, FABRICATED, OR INSTALLED PRIOR TO ARCHITECT'S REVIEW AND APPROVAL OF REQUIRED SUBMITTALS, AND ASSOCIATED SUBMITTALS PERTAINING TO WORK, IS AT CONTRACTOR'S OWN RISK. OWNER AND ARCHITECT 1i WALL TAG-EXTERIOR
GL BLK - GLASS BLOCK T/F - TOP OF FOUNDATION ROCKFORD, IL 61104 ASSUME NO RESPONSIBILITY FOR DELAYS OR ADDED COSTS INCURRED BY CONTRACTOR AS A RESULT OF WORK INSTALLED OR COMPLETED WITHOUT PROPER SUBMITTAL REVIEW AND APPROVAL. GT - GLAZED TILE UNITS T/S - TOP OF SLAB Date 9. WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE LOCAL, STATE, NATIONAL CODES AND ORDINANCES AND AUTHORITIES HAVING JURISDICTION. GWH - GAS WATER HEATER T/STL - TOP OF STEEL 10. GENERAL CODE AND LIFE SAFETY INFORMATION IS INDICATED ON SHEET G-001 AND G-102. INFORMATION PROVIDED IS NOT COMPREHENSIVE. GB-01 SPECIALTY EQUIPMENT GWB - GYPSUM WALL BOARD T/W - TOP OF WALL 11. DO NOT SCALE DRAWINGS; READ DIMENSIONS ONLY. IF A REQUIRED DIMENSION IS NOT INDICATED OR DIMENSIONING DISCREPANCIES EXIST, PROMPTLY WRITE ARCHITECT FOR RESOLUTION. TAG TB - TACK BOARD 12. DO NOT CUT STRUCTURAL ELEMENTS OR MEMBERS IN A MANNER RESULTING IN A REDUCTION OF LOAD CARRYING CAPACITY OR LOAD DEFLECTION RATIO. H-HIGH TERR - TERRAZZO 13. STRUCTURAL ITEMS, INCLUDING BUT NOT LIMITED TO, BEAMS, LINTELS, JOISTS, DECKS, MASONRY TIES, BOND BEAMS, COLUMNS, CONNECTIONS AND CONNECTORS, ETC., APPEARING ON ARCHITECTURAL DRAWINGS ARE ONLY SHOWN TO RPS Admin Building Clerestory 1 REVISION TAG HB - HOSE BIB TH - THICK ILLUSTRATE RELATIONSHIPS TO OTHER BUILDING MATERIALS AND SYSTEMS AND SHALL BE CONSDIERED FOR INFORMATION ONLY. REFER TO STRUCTURAL DRAWINGS FOR DETAILED CONFIGURATIONS, TYPES, SIZES, CONNECTIONS, NOTES, AND HDNR - HARDENER TOM - TOP OF MASONRY 19-12160 SCHEDULES. HD WD - HARD WOOD TR - TOOL RESISTANT 14. COLD FORMED METAL FRAMING APPEARING ON ARCHITECTRUAL DRAWINGS ARE SHOWN TO ILLUSTRATE INTENT. CONTRACTOR, AS PART OF DELEGATED DESIGN SUBMITTAL RESPONSIBILITY, IS TO PROVIDE CONNECTIONS AND CONFIGURATIONS HDWRE - HARDWARE TS - TACK STRIP REQUIRED. SPOT ELEVATION SYMBOL HGT - HEIGHT TYP - TYPICAL 15. PLUMBING, HVAC, ELECTRICAL, AND FIRE PROTECTION ITEMS APPEARING ON ARCHITECTURAL DRAWINGS ARE ONLY SHOWN TO ILLUSTRATE RELATIONSHIPS TO OTHER BUILDING MATERIALS AND SYSTEMS AND SHALL BE CONSIDERED FOR HM - HOLLOW METAL INFORMATION ONLY. REFER TO EACH DISCIPLINES DRAWINGS FOR DETAILED CONFIGURATIONS, TYPES, SIZES, CONNECTIONS, NOTES, AND SCHEDULES HORIZ - HORIZONTAL UNO - UNLESS NOTED OTHERWISE Project Number 16. ALL PLUMBING, HVAC, ELECTRICAL AND FIRE PROTECTION ROUGH-IN WORK IN FINISHED AREAS SHALL BE CONCEALED IN AVAILABLE CEILING, WALL AND FLOOR SPACES. HTG - HEATING REVISION DATE 17. PENETRATIONS THROUGH SLAB ON GRADE, ROOF DECK, AND EXTERIOR WALLS, SHALL BE WATER SEALED. WHERE PENETRATIONS ARE REQUIRED TO BE FIRE SEALED, THE WATER SEAL SHALL BE IN ADDITION. INSTALL FIRE SEALANT FIRST 101 DOOR TAG HVAC - HEATING/ VENTILATING VARN - VARNISH (DEPRESSED A MINIMUM OF 3/4 INCH) AND INSTALL WATER SEAL OVER THE TOP. INSTALL APPROPRIATE BOND BREAKER BETWEEN THE TWO TYPES OF SEALANT. AIR CONDITIONING VCT - VINYL COMPOSITION TILE Project Status Project 18. PROVIDE WOOD OR STEEL FRAME BLOCKING, AS REQUIRED, IN WALLS AND CEILINGS TO ANCHOR WALL AND CEILING MOUNTED ITEMS INCLUDING, BUT NOT LIMITED TO; MILLWORK, CASEWORK, WALL CABINETS, HANDRAILS, COAT RACKS, WALL VERT - VERTICAL HOOKS, DOOR STOPS, TOILET ACCESSORIES, OWNER-FURNISHED EQUIPMENT, SHELVING, LIGHT FIXTURES, LIFE SAFETY EQUIPMENT AND OTHER SIMILAR ITEMS. WINDOW TAG ID - INSIDE DIAMETER VWC - VINYL WALL COVERING 19. WOOD BLOCKING AND METAL FRAMING IS SHOWN GENERICALLY IN DETAILS TO ACHIEVE DESIRED OVERALL CONFIGURATION. 1t IF - INSIDE FACE 20. PROVIDE CONTROL JOINTS IN MASONRY WALLS AS SHOWN. IN AREAS WHERE JOINTS ARE NOT SHOWN, PROVIDE JOINTS AT A MINIMUM OF EVERY 20 FEET IN RUNNING WALLS AND 6 FEET FROM CORNERS. WINGS OF AN 'L, U, OR T' ON A WALL IN - INCH W - WIDE OR WIDTH SURFACE SHALL BE SEPERATED WITH A CONTROL JOINT. REVIEW LOCATIONS WITH ARCHITECT IN THE FIELD PRIOR TO COMMENCING MASONRY INSTALLATION. INCL - INCLUDE(D) W/ - WITH 21. PROVIDE CONTROL JOINTS IN GYPSUM BOARD AS SHOWN. IN AREAS WHERE JOINTS ARE NOT SHOWN, PROVIDE JOINTS PER GYPSUM HANDBOOK OR AT A MINIMUM OF EVERY 30 FEET IN WALLS OR CEILINGS. WINGS OF AN 'L, U, OR T' ON A WALL 1i WALL TAG-INTERIOR INSUL - INSULATION OR INSULATING W/O - WITHOUT OR CEILING SURFACE SHALL BE SEPARATED WITH A CONTROL JOINT. REVIEW LOCATIONS WITH ARCHITECT IN FIELD PRIOR TO COMMENCING CONTROL JOINT INSTALLATION. INT - INTERIOR WD - WOOD 22. CONTROL JOINTS IN RATED ASSEMBLIES SHALL NOT COMPROMISE RATED ASSEMBLY. PROVIDE APPROPRIATE BACKING MATERIAL AND FIRESTOPPING TO CLOSE CAVITY AND PROVIDE APPROPRIATE SEALANT. INV - INVERT WDN - WINDOW 23. UNLESS DETAILED OTHERWISE, WHERE GYPSUM WALLBOARD MEETS DISSIMILAR SURFACE, INCLUDING BUT NOT LIMITED TO MASONRY, WOOD, OR METAL, SHALL HAVE WALLBOARD EDGE FINISHED WITH METAL EDGE AND DRYWALL COMPOUND, WGT - WEIGHT AND THE JOINT SEALED. WP - WATER PROOF 24. WHERE MASONRY REQUIRES CUTTING TO ENCLOSE A STRUCTURAL MEMBER, PROVIDE MAXIMUM THICKNESS POSSIBLE AND PREVENT CONTACT WITH STRUCTURE, EXCEPT FOR WALL TIES. USE SAME UNITS AS IN WALL TO KEEP APPEARANCE WR - WATER RESISTANT UNIFORM. WWF - WELDED WIRE FABRIC 25. COORDINATE WORK WITH EQUIPMENT BEING FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. SHOP DRAWINGS AND OTHER SUBMITTALS SHALL BE CAREFULLY COORDINATED ACCORDINGLY. PROVIDE FOR SOME ADJUSTMENT IN FINAL Sheet No: DESIGN AND FABRICATION TO ACCOMODATE INSTALLATION OF OWNER EQUIPMENT. DETAILING SYMBOLS STANDARD ABBREVIATIONS 26. MAINTAIN INGRESS AND EGRESS TO THE PROJECT SITE AND BUILDING. 27. PATCH AND REPAIR EXISTING BRICK VENEER WHERE REMOVING SURFACE OR RECESSED MOUNTNED COMPONENTS OR WHERE WALL DEMOLITION OCCURS. RE-POINT MORTAR. REPLACE EXISTING BRICKS THAT ARE DAMAGED OR HAVE HOLES G001 IN THEM WITH SALVAGED BRICK. USE NEW MATCHING BRICK UNITS ONCE SALVAGED BRICK IS UNAVAILABLE. COORDINATE DEMOLITON WORK WITH NEW WORK. Project Specific GENERAL NOTES AND PROJECT STANDARDS 3/26/2020 4:06:56 PM 28. DESIGN AND FABRICATE RAILINGS PER STRUCTURAL REQUIREMENTS AS NOTED ON STRUCTURAL DRAWINGS AND NOTED IN SPECIFICATION SECTION "DECORATIVE METAL RAILINGS." Project specific. 7
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C 5 F (815) 229-8222 4000 Morsay Drive Rockford, IL 61107 IL Rockford, FAX: (815) (815) 229-8218 FAX: TEMPORARY CONSTRUCTION ENTRANCE BY CONTRACTOR
REMOVE 5' WIDE OF EXISTING www.bradleyandbradley.com 4 PLANTER WALL FOR NEW D ADA RAMP Bradley & Bradley Architects, & Bradley P.C. Bradley G
INSTALL TEMPORARY CONSTRUCTION WALL UNTIL SLOPED GLAZING AND UPPER CURTAIN WALL IS COMPLETED 3
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REMOVE ALUMINUM AND GLASS KNEE WALL THAT BLOCKS ENTRY 2 TO ESCALATOR
REMOVE STONE PANELS FROM REMOVE DOORS, HARWARE SIDES. PANELS TO BE REINSTALLED AND CURTAIN WALL AT FACE OF WHERE ESCALATOR LANDING WAS REMOVED REMOVE CURTAIN WALL ABOVE SLOPED GLAZING ABOVE ENTRANCE.
1 ARCHITECT J BONDINGCO. NOTES: 1. REMOVE DRYWALL CEILING AND ASSOCIATED FRAMING. OWNER 2. REMOVE LIGHT FIXTURES. REMOVE ELECTRICAL POWER BACK TO JUNCTION BOX OR CIRCUIT. CONTRACTOR
3. REMOVE POWER BACK TO ELECTRICAL PANEL FOR ESCALATOR.
4. REMOVE SPRINKLER HEAD AND PIPE Checker K
ALTERNATE A1: Appd. WORK TO BE COMPLETED BY JUNE 30, 2020 Author
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9/10 Drn. 03/13/2020 501 7TH STREET ROCKFORD, IL 61104
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B/C RPS Admin Building Clerestory 19-12160 N
REMOVE DOORS, HARWARE C AND CURTAIN WALL Project Number REVISION DATE
Project Status Project B/N 9/10 10 11 12 13 14 15 16 17 B/P
D Sheet No: EXISTING FIRST FLOOR PLAN - DEMOLITION 1 D100 Scale: 3/32" = 1'-0" GROUND GROUND FLOOR DEMOLITION PLAN 3/26/2020 4:06:39 PM
Appd. Drn. Date Number Project
www.bradleyandbradley.com
BONDING CO. BONDING CONTRACTOR
Checker Author 03/13/2020
19-12160
FAX: (815) 229-8218 (815) FAX: ROCKFORD, IL 61104 IL ROCKFORD,
(815) 229-8222 (815)
501 7TH STREET 7TH 501
Rockford, IL 61107 IL Rockford,
ARCHITECT OWNER
4000 Morsay Drive Morsay 4000 D101 Sheet No: Sheet
REVISION DATE REVISION
RPS Admin Building Clerestory Building Admin RPS
Bradley & Bradley Architects, P.C. Architects, Bradley & Bradley 4TH FLOOR DEMOLITION PLAN DEMOLITION FLOOR 4TH J L F K H G M 17 16 15 STAIR B STAIR DN 14/15 D DUCT SHAFT 14 C 13 B/C B 12 11/12 A 2. REMOVE2. STONE PANELS REMOVE3. STONE PANELS PROTECTION RELOCATE4. FIRE NOTES: REMOVE1. SLOPED GLAZING AND STRUCTURE. AND CUT AND REINSTALL BELOW NEW ROOF STRUCTURE. BELOW WINDOWS, SEE NEW CONSTRUCTION DETAILS. SPACE CEILING INTO LINES OFNEW CONSTRUCTION NEW PROVIDE RECESSED HEADS. 11 10 9/10 B/N N 7 B/P A IR N A D T 6 S
P U ELEVATOR 5 D 4 3 B 2 A 3/32" = 1'-0" 1 Scale: EXISTING FOURTH FLOOR - PLAN DEMOLITION
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Project Status Project 3/26/2020 4:06:44 PM 4:06:44 3/26/2020 7
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F (815) 229-8222 4000 Morsay Drive Rockford, IL 61107 IL Rockford, FAX: (815) (815) 229-8218 FAX: www.bradleyandbradley.com Bradley & Bradley Architects, & Bradley P.C. Bradley
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1. REMOVE PORTION OF WALL FOR ACCESS TO ROOF DECK
2. REMOVE STONE PANELS FOR NEW DOOR 2 ENTRANCE
3. REMOVE BASE BOARD HEAT AND INSTALL ALL NEW
4. CUT WINDOW FRAME AND REINSTALL FOR NEW OPENING OF NEW DOOR FRAME ARCHITECT BONDINGCO. 1
J OWNER CONTRACTOR Checker
K Appd. Author Drn. L 9/10 03/13/2020 501 7TH STREET ROCKFORD, IL 61104 Date
M RPS Admin Building Clerestory 19-12160
N Project Number REVISION DATE Project Status Project
B/N 10 11 12 B/P
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EXISTING FIFTH FLOOR PLAN DEMOLITION D102
1 5TH FLOOR DEMOLITION PLAN 3/26/2020 4:06:49 PM Scale: 3/32" = 1'-0" BASIS OF DESIGN / LOAD CRITERIA STRUCTURAL STEEL NOTES STEEL ROOF DECK NOTES 1. DESIGN IS BASED ON THE REQUIREMENTS OF "THE INTERNATIONAL BUILDING CODE 2015" AND 1. FABRICATION AND CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING CODES AND 1. STEEL ROOF DECK TYPE, GAUGE, ETC SHALL BE AS NOTED ON ROOF FRAMING PLAN. REFERENCED DOCUMENTS. STANDARDS: AISC'S "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS", 2. ROOF DECK FASTENING PATTERN IS AS FOLLOWS: 2. ROOF LIVE LOADS: AISC'S "SPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS", AWS D1.1 "STRUCTURAL WELDING CODE -STEEL". ASSEMBLY AREAS...... 100 PSF WELD 1 1/2 INCH DECK WITH 36/4 PATTERN, AND 3 INCH DECK WITH 24/3 PATTERN TO 3117 3117 - INTERMEDIATE AND END SUPPORTS, UNO. - 2. MATERIALS SHALL BE: SYMBOLS 359 3. SNOW LOADING: W SHAPES...... ASTM A992 GRADE 50 359 - SIDELAP FASTENERS SHALL BE #10 TEK SCREWS AT 12" INCH SPACING, UNO. - RECTANGULAR HSS...... ASTM A500 GRADE B (Fy=46 KSI) VIEW TITLE 563 GROUND SNOW LOAD...... 30 PSF ROUND HSS...... ASTM A500, GRADE B (Fy=42 KSI). BUILDING SECTION 563 3. LAP PANELS MINIMUM 2 INCHES OVER SUPPORTS, UNO. FLAT ROOF SNOW LOAD (Pf)...... 21 PSF OTHER SHAPES...... ASTM A36 SNOW EXPOSURE FACTOR (Ce)...... 1.0 BOLTS, NUTS, WASHERS...... ASTM A 325 TYPE 1 HEAVY HEX BETTENDORF, 52722 IA 4. PROVIDE MINIMUM 3 -SPAN CONDITION IN ALL LOCATIONS WHERE POSSIBLE. SIM View Name BETTENDORF,52722 IA SNOW IMPORTANCE FACTOR (I)...... 1.0 ANCHOR RODS...... ASTM F1554 GRADE 36 1 1 SCALE: 1/8" = 1'-0" THERMAL FACTOR (Ct)...... 1.0 ANCHOR NUTS...... ASTM A563 HEAVY HEX CARBON STEEL 2435 KIMBERLYRD.SUITE 240S 5. PROVIDE CONTINUOUS 3 ” X 3 ” X 1/4 ANGLE OR CONTINUOUS 5 X 1/4 ” BENT PLATE AT ALL S101 2435KIMBERLY RD.SUITE 240S ANCHOR PLATE WASHERS..... ASTM A -36 CARBON STEEL UNSUPPORTED DECK EDGES, PEAKS AND VALLEYS FOR METAL ROOF DECK ATTACHMENT, UNO. ANCHOR WASHERS...... ASTM F436 HARDENED CARBON STEEL WELD AT EACH JOIST USING 3/16 INCH FILLET WELDS. WALL SECTION SECTION DETAIL 4. WIND LOADING: WELD ELECTRODES...... E70XX PER AWSD1.1 PRIMER: LEAD & CHROMATE FREE, RUST INHIBITING PRIMER SIM SIM 6. PROVIDE ANGLE FRAMES AROUND OPENINGS GREATER THAN 100 SQUARE INCHES. FRAMES TO 1 1 BASIC WIND SPEED (V)...... 115 MPH GROUT: ASTM C1107 NONMETALLIC, NON -SHRINK, FACTORY PACKAGED (3 -SECOND GUST) BE L4 X 3 X 1/4 ( L5 X 3 X 5/16 FOR SPANS GREATER THAN 3' - 0” ), UNO. S101 S101 WIND IMPORTANCE FACTOR (I)...... 1.0 3. BOLTED JOINTS SHALL BE SNUG TIGHTENED, UNO. OCCUPANCY CATEGORY...... 2 7. PROVIDE 14 GAGE GALVANIZED SUMP PANS AT ALL ROOF DRAINS, UNO. CALLOUT GRID HEAD & GRID LINE WIND EXPOSURE...... C 4. BOLTS NOTED AS "FULLY TIGHTENED" SHALL UTILIZE TWIST -OFF BOLTS TO VISUALLY INDICATE A SIM INTERNAL PRESSURE COEFFICIENT..... ±0.18 FULLY -TENSIONED CONDITION HAS BEEN ACHIEVED. 1 1 COMPONENTS AND CLADDING: S101 EXTERIOR NET WIND PRESSURE..... 31.5 PSF 5. CONNECTIONS NOT DETAILED IN PLANS SHALL BE DESIGNED BY FABRICATOR AND SUBMITTED FOR REVIEW AND APPROVAL BY STRUCTURAL ENGINEER. SHOP DRAWINGS NOTES ELEVATION TAG REVISION TAG & CLOUD 5. EARTHQUAKE LOADING: 1 Ref 6. UNLESS CONNECTIONS ARE SPECIFICALLY SHOWN, EACH BEAM CONNECTION SHALL BE 1. SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS. SEISMIC IMPORTANCE FACTOR (I)..... 1.0 DESIGNED TO SUPPORT ONE -HALF OF TOTAL UNIFORM LOAD CAPACITY AS TABULATED IN AISC ?
OCCUPANCY CATEGORY...... 2 TABLES FOR THE GIVEN SHAPE AND SPAN OR 50 PERCENT OF THE SHEAR STRENGTH OF THE Ref Ref 2. CONSTRUCTION DOCUMENTS SHALL NOT BE REPRODUCED FOR USE AS SHOP DRAWINGS. 1 S101 1 MEMBER WHICHEVER IS GREATER. 1150 SPECTRAL RESPONSE ACCELERATIONS: - 3. NO MORE THAN FOUR SETS SHALL BE REVIEWED FOR EACH SUBMITTAL. Ss...... 0.121 365 7. SUBMIT SHOP DRAWINGS TO ARCHITECT/ENGINEER FOR APPROVAL. 1 Ref - S1...... 0.057 SPOT ELEVATION & LEVEL MARKERS 4. REVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL ITEMS NOT IN ACCORDANCE WITH 319 8. ALL WELDING PER LATEST AMERICAN WELDING SOCIETY STANDARDS. ALL WELDING SHALL BE CONTRACT DOCUMENTS SHALL BE FLAGGED UPON HIS REVIEW. VERIFY ALL DIMENSIONS WITH NORTH ARROW
SEISMIC SITE CLASS...... D 60614TH AVE.SW PERFORMED BY WELDERS HOLDING VALID CERTIFICATES AND HAVING CURRENT EXPERIENCE IN ARCHITECT. THE TYPE OF WELD SHOWN ON THE DRAWINGS OR NOTES. CERTIFICATES SHALL BE THOSE NORTH SPECTRAL RESPONSE COEFFICIENTS: CEDARRAPIDS, 52404 IA ISSUED BY AN ACCEPTED TESTING AGENCY. ALL WELDING DONE BY E70 SERIES LOW HYDROGEN 5. THE ENGINEER HAS THE RIGHT TO APPROVE OR DISAPPROVE ANY CHANGES TO CONTRACT Sds...... 0.129 RODS, UNO. DOCUMENTS AT ANY TIME BEFORE OR AFTER SHOP DRAWING REVIEW. Sd1...... 0.091 COLUMN & FOOTING TAG STEPPED FOOTING ELEVATION MARKER 9. ALL BEAM BEARINGS SHALL HAVE 3/8 INCH WEB STIFFENERS INSTALLED ON EACH SIDE OF THE 6. THE SHOP DRAWINGS DO NOT REPLACE THE CONTRACT DOCUMENTS. ITEMS OMITTED OR SEISMIC DESIGN CATEGORY...... B FTG. -3' 0" WEB ABOVE EACH BEARING LOCATION. USE 1/4 INCH FILLET WELD ALL AROUND EACH SIDE OF SHOWN INCORRECTLY AND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER OR ARCHITECT 1i MEMBER SIZE FTG. -4' 0" WEB STIFFENERS, UNO. ARE NOT TO BE CONSIDERED CHANGES TO CONTRACT DOCUMENTS. BASIC SEISMIC FORCE RESISTING SYSTEM: 1i(E) MEMBER SIZE - EXISTING STEEL NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE 10. ANCHOR BOLTS/ ANCHOR RODS SHALL BE ASTM A307 OR ASTM A36. 7. REVIEWING IS INTENDED ONLY AS AN AID TO THE CONTRACTOR IN OBTAINING CORRECT SHOP 1i(V) MEMBER SIZE - VERIFY
DRAWINGS. RESPONSIBILITY FOR CORRECTNESS AND COMPLETENESS SHALL REST WITH THE RESPONSE MODIFICATION FACTOR(R).. 3 11. WELDED STUDS (HEADED STUD ANCHORS) AND DEFORMED BAR ANCHORS AS SHOWN ON THE CONTRACTOR. DETAILS SHALL BE NELSON ANCHORS OR EQUIVALENT. STUDS SHALL BE AUTOMATICALLY END ANALYSIS PROCEDURE USED: WELDED PER MANUFACTURER'S RECOMMENDATIONS. STICK WELDING OF STUD ANCHORS IS 8. SHOP DRAWINGS WILL BE RETURNED FOR RESUBMITTAL IF MAJOR ERRORS ARE FOUND DURING MATERIAL LEGEND WALL LEGEND EQUIVALENT LATERAL FORCE METHOD NOT PERMITTED. REVIEW.
12. STRUCTURAL STEEL SURFACES AREAS TO RECEIVE FIELD WELDS, WELDED STUD ANCHORS, OR 9. ALLOW FIVE WORKING DAYS FOR REVIEW OF SHOP DRAWINGS BY THE STRUCTURAL ENGINEER. COMPACTED GRANULAR FILL FULLY TIGHTENED BOLTED CONNECTIONS SHALL NOT RECEIVE PRIME PAINT UNTIL AFTER 2x6 WOOD STUD CATION. CONNECTION IS COMPLETED. CONCRETE EERING, LLC
6" METAL STUD R AUTHORIZATION. 13. EXPANSION ANCHORS SHALL BE “KWIK BOLT III ” AS MANUFACTURED BY HILTI FASTENING EARTH SYSTEMS OR EQUIVALENT. SLEEVE ANCHORS SHALL BE AS MANUFACTURED BY HILTI FASTENING 6" MASONRY SYSTEMS OR EQUIVALENT. EARTH - ENGINEERED FILL GENERAL NOTES 14. PROVIDE 1 1/2 INCHES OF NON -SHRINK, NON -METALLIC GROUT UNDER ALL COLUMN BASE EXISTING MATERIAL 8" MASONRY S PLATES, UNO. GROUT SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH EQUAL TO N
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1. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE ARCHITECTURAL I 7,500 PSI. GLUED LAMINATE S DRAWINGS. DETAILING AND FABRICATION OF THE STRUCTURAL ELEMENTS WILL REQUIRE 8" CONCRETE I INFORMATION AND DIMENSIONS SHOWN ON OTHER DISCIPLINE SHEETS. THE CONTRACTOR SHALL V 15. IF STRUCTURAL STEEL DETAILS (FIELD WELDS VS. SHOP WELDS, ETC.) SHOWN ON DESIGN E COORDINATE SUCH INFORMATION FROM THE ARCHITECTURAL, ELECTRICAL, MECHANICAL, CIVIL MASONRY - CONCRETE BLOCK R DRAWINGS ARE NOT COMPATIBLE WITH CONTRACTORS ERECTION PROCEDURES, DETAILER 12" CONCRETE SHEETS ETC, DISCREPANCIES SHALL BE RESOLVED WITH THE ARCHITECT. DO NOT USE SCALED SHALL SUBMIT PROPOSED MODIFICATIONS FOR ARCHITECTS/ ENGINEERS REVIEW. DIMENSIONS. PLYWOOD FOUNDATION 12" CONCRETE 2. UNLESS NOTED OTHERWISE, ELEVATIONS SHOWN AS (X' -X") ARE TO THE TOP OF THE STRUCTURAL STEEL ELEMENT (WALL, FOOTING, BEAM. ETC). UNLESS NOTED OTHERWISE THE ELEVATION (0' -0") IS AT COLD -FORMED METAL FRAMING NOTES THE TOP OF THE FINISHED STRUCTURAL FLOOR SLAB OF THE MAIN LEVEL. 1. ALL STRUCTURAL METAL STUDS, JOISTS AND HEADERS SHALL BE DESIGNED IN ACCORDANCE WITH 3. THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO THE LATEST ADOPTION OF THE AMERICAN IRON AND STEEL INSTITUTE (AISI) SPECIFICATIONS FOR THE NOT INDICATE THE MEANS, METHOD, TECHNIQUE, OR SEQUENCE OF CONSTRUCTION. THE DESIGN OF COLD -FORMED STRUCTURAL STEEL MEMBERS.
CONTRACTOR SHALL BE RESPONSIBLE FOR AND PROVIDE ALL MEASURES NECESSARY TO THESE PERTAINPLANS TO THIS SPECIFIC PROJECTAND LO PROTECT THE STRUCTURE DURING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO: SHORING, 2. EXTERIOR METAL STUD WALLS SHALL BE CONSTRUCTED OF COLD -FORMED STEEL COMPLYING WITH THESE AREPLANS PROPERTY OF SELECT STRUCTURAL ENGIN
BRACING, SUPPORT OF TEMPORARY CONSTRUCTION LOADS, ETC. ASTM A653, MINIMUM G60 GALVANIZED, WITH A MINIMUM YIELD STRENGTH EQUAL TO 33,000 PSI, ABBREVIATIONS DO NOT MODIFY,ALTER OR DUPLICATE/COPYWITHOUT PRIO UNLESS INDICATED OTHERWISE. 4. WHERE THE STRUCTURAL DRAWINGS MAY APPEAR TO CONFLICT WITH OSHA STANDARDS, THE # NUMBER KSF KIPS PER SQUARE FOOT DRAWINGS REPRESENT THE FINAL COMPLETED STRUCTURE ONLY; THE CONTRACTOR SHALL ADD 3. COLD FORMED METAL STUDS SHALL BE OF THE DEPTH AND GAUGE INDICATED WITH A MINIMUM @ AT L LENGTH ALL ERECTION FRAMING AS REQUIRED TO COMPLY WITH OSHA. 1-5/8 INCH FLANGE WIDTH WITH 1/2 INCH FLANGE RETURNS, UNLESS SPECIFICALLY INDICATED ° DEGREES LB POUND OTHERWISE (REFER TO DETAILS). Ø DIAMETER LF LINEAR FOOT 5. ARCHITECTURAL FEATURES INCLUDING (BUT NOT LIMITED TO) INSULATION, VAPOR BARRIERS, AHU AIR -HANDLING UNIT LLH LONG LEG HORIZONTAL WATER BARRIERS, ETC ARE NOT SHOWN ON THE STRUCTURAL PLANS - SEE ARCHITECTURAL. 4. STUD SPACING SHALL BE 16 INCHES OC MAXIMUM, PLUS ADDITIONAL STUDS WHERE INDICATED. APPROX APPROXIMATE, -LY LLV LONG LEG VERTICAL ARCH ARCHITECT, -URE, -URAL LW LONG WAY 6. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS 5. UNLESS NOTED OTHERWISE, THE RUNNER TRACKS SHALL BE GALVANIZED AND OF THE SAME GAGE AS B/ BOTTOM OF LONG LONGITUDINAL SHALL BE THE LATEST EDITION AND/OR ADDENDA. THE STUDS WITH A FLANGE HEIGHT NOT LESS THAN 1 1/4 INCHES. ATTACH EACH STUD TO RUNNER BP BASE PLATE M/E MECHANICAL/ELECTRICAL TRACK WITH (1) #10 SCREW EA. SIDE MINIMUM. BRG BEARING MAX MAXIMUM 7. CONTRACTOR SHALL ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, CFSF COLD FORM STEEL FRAMING MEZZ MEZZANINE MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS AND 6. PROVIDE A LAYER OF LEVELING GROUT BENEATH THE BOTTOM OF THE RUNNER TRACK WHERE CJ CONTROL JOINT MIN MINIMUM SUBCONTRACTORS PRIOR TO CONSTRUCTION. SMOOTH UNIFORM BEARING HAS NOT BEEN PROVIDED. CL CLEAR MISC MISCELLANEOUS CMU CONCRETE MASONRY UNIT MK MARK 8. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL 7. PROVIDE CONTINUOUS 1 1/2 INCH, 16 GAUGE, GALVANIZED, HORIZONTAL COLD -ROD CHANNEL CONC CONCRETE N NORTH NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM BRIDGING THROUGH PRE -PUNCHED HOLES IN THE STUDS AT 4 FEET OC MAXIMUM. ATTACH CHANNEL CONST CONSTRUCTION N LENGTH (AS PLATES) TO SIMILAR WORK ON THE PROJECT. FOR BIDDING PURPOSES, WHERE ANY MEMBER IS SHOWN BUT TO THE STUD IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS FOR GIVEN HEIGHT AND CONT CONTINUOUS NIC NOT IN CONTRACT NOT CALLED OUT, THE LARGEST SIMILAR MEMBER SHALL BE UTILIZED. LOADING CONDITIONS. D DEPTH NO NUMBER DBL DOUBLE NTS NOT TO SCALE 9. ALL DETAILS SHALL BE INCORPORATED INTO THE PROJECT AT ALL APPROPRIATE LOCATIONS, 8. SPLICES IN FRAMING, OTHER THAN RUNNER TRACK, SHALL NOT BE PERMITTED, UNLESS DEG DEGREE OC ON CENTER WHETHER SPECIFICALLY CUT OR NOT. TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, SPECIFICALLY INDICATED OTHERWISE. DIM DIMENSION OPNG OPENING BUT APPLY UNLESS NOTED OTHERWISE. DL DEAD LOAD OPP OPPOSITE 9. ABUTTING LENGTHS OF RUNNER TRACK SHALL BE BUTT -WELDED. DTL DETAIL OVHD OVERHEAD DOOR 10. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES, AND DWG DRAWING PAF POWER ACTUATED FASTENER SPECIFICATIONS, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. 10. VERTICAL SLIP STUD CONNECTORS SHALL BE “VERTICLIP ” SLS BYPASS STUD CONNECTORS AS EA EACH PC PRECAST MANUFACTURED BY THE STEEL NETWORK, INC. OF RALEIGH, NC., OR EQUIVALENT. VERTICAL SLIP EF EACH FACE PL PLATE 11. ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE CONNECTORS SHALL HAVE A MINIMUM HORIZONTAL SERVICE LOAD CAPACITY (INWARD OR OUTWARD) EJ EXPANSION JOINT PSI POUNDS PER SQUARE INCH SEAL OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF ILLINOIS EQUAL TO OR GREATER THAN 792 LBS PER CONNECTOR. CONNECTORS SHALL BE GALVANIZED. EL ELEVATION PVC POLYVINYL CHLORIDE ELEC ELECTRICAL R RADIUS 12. UNLESS NOTED OTHERWISE, ANY LOADS LISTED ON STRUCTURAL DRAWINGS ARE WORKING LOADS 11. REFER TO STRUCTURAL WOOD FRAMING NOTES FOR WOOD SHEATHING REQUIREMENTS. ATTACH EMBED EMBEDDED RD ROOF DRAIN (ASD), NOT FACTORED LOADS (LRFD) WOOD SHEATHING TO COLD -FORMED STUDS WITH MINIMUM #8 SELF -DRILLING SCREWS AT 6 INCHES EOD EDGE OF DECK REINF REINFORCING, -MENT, -ED OC AT ALL SUPPORTED PANEL (INDIVIDUAL SHEET) EDGES AND AT 12 INCHES OC MAXIMUM AT ALL EOS EDGE OF SLAB REQ'D REQUIRED INTERMEDIATE SUPPORTS. EQ EQUAL REF REFERENCE, REFER TO EQUIP EQUIPMENT RTU ROOF -TOP UNIT 12. WALL ANCHORAGE: WHERE STUD WALLS ARE ANCHORED TO CONCRETE FLOORS OR FOUNDATIONS, EW EACH WAY SC TC WITH CLASS A FAYING SURFACE USE (2) HILTI X -DNI 0.145 INCH POWER -DRIVEN FASTENERS (PDF'S) AT 16 INCHES OC, LOCATED AT THE EXP EXPANSION SCHED SCHEDULE CENTER OF EACH STUD. ALSO USE (2) PDF'S AT EACH SIDE OF THE DOOR OPENINGS, ENDS OF WALLS, EXT EXTERIOR SW SHORT WAY WALL CORNERS, ENDS OF WALL PANELS AND AT THE BOTTOM OF ALL DOUBLE STUDS. ANCHORS f'c CONCRETE COMPRESSIVE STRENGTH SIM SIMILAR SHALL HAVE MINIMUM 1 INCH PENETRATION INTO CONCRETE. FNDN FOUNDATION SP SPACE(S) FIN FINISHED SPEC SPECIFICATION(S) 13. ALL MATERIALS, SCREWS, POWDER DRIVEN FASTENERS, ETC SHALL BE CORROSION RESISTANT FL FLOOR SPEC'D SPECIFIED AND COMPATIBLE WITH THE LIGHT GAGE MATERIALS. FT FOOT SQ SQUARE
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E Fy YIELD STRESS STIFF STIFFENER S 14. REFER TO THE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR NON -STRUCTURAL WALL
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n FRAMING REQUIREMENTS. GA GAGE OR GAUGE T/ TOP OF
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_ 15. EXTERIOR STUDS TO BE MIN. 600S162 -54 (50 ksi) @ 16 INCHES OC, UNLESS NOTED OTHERWISE. GB GRADE BEAM TEMP TEMPERATURE
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- GC GENERAL CONTRACTOR tf BEAM FLANGE THICKNESS
S GYP GYPSUM TRANS TRANSVERSE
D 16. BOX BEAM HEADERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE AISI NORTH AMERICAN L HDG HOT -DIPPED GALVANIZED TYP TYPICAL
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STANDARD FOR COLD FORMED STEEL FRAMING - HEADER DESIGN 2007 EDITION.
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I HORIZ HORIZONTAL UNO UNLESS NOTED OTHERWISE
M HVAC HEATING, VENTILATION, AIR CONDITIONING VERT VERTICAL D 17. STUD WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE AISI NORTH AMERICAN STANDARD
A HWS HEADED, WELDED STUD VIF VERIFY IN FIELD S FOR COLD FORMED STEEL FRAMING - WALL STUD DESIGN 2007 EDITION. P IN INCH VWA VERIFY WITH ARCHITECTURAL DRAWINGS
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- GENERALNOTES
A INT INTERIOR WP WORKING POINT
B 18. SCREWS SHALL BE SELF -DRILLING #10 SCREWS AND SHALL PENETRATE MATERIAL SUCH THAT A
A SHEETTITLE
JST JOIST WT WEIGHT RPS205 ADMINISTRATION BUILDING REMODEL 501 7TH ST. ROCKFORD,61104 IL TYSON AND BILLY ARCHITECTS
T MINIMUM OF THREE THREADS COME OUT THE OTHER SIDE.
0 JT JOINT WWF WELDED WIRE FABRIC
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5 - K, KIP KILOPOUND (1,000 POUNDS) WWR WELDED WIRE REINFORCING 9 19. STUDS SHALL BE CUT SQUARELY AT BOTH ENDS AND SEATED IN THE TRACK (AT TOP AND BOTTOM) DRAWN BY: DMQ
1 \ KO KNOCK -OUT YD YARD
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t SUCH THAT ZERO GAP EXISTS. IF ZERO GAP IS NOT ACHIEVED THEN SHIMS SHALL BE INSERTED.
n CHECKED BY: DMQ
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A 20. WALLS MAY BE PANELIZED OFF -SITE OR ASSEMBLED ON -SITE.
c APPROVED BY: DLL
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1 JOB DATE: 3/13/2020 o 21. SUBMIT SHOP DRAWINGS FOR APPROVAL.
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/ 3 C S001 6 A B 7 B/C11/12 13 14 14/15 15 16 17 22' - 7 1/2" 19' - 9 5/8" 10' - 0 1/8" 9' - 9 1/2" 10' - 0" 10' - 0" 3117 3117 - C - 359 359 - - 563 563 BETTENDORF, 52722 IA
5 BETTENDORF,52722 IA 2435 KIMBERLYRD.SUITE 240S 12H3(E) 2435KIMBERLY RD.SUITE 240S G
W12X16(E)
W 2 4X 55( E ) W12X16(E) 22' - 7 1/2" 7 - 22' D 12H3(E) 12H3(E) W18X50(E) W18X40(E) W8X10(E) W12X16(E) W14X26(E) W16X31(E) W8X15(E) W8X15(E)
4 W14X22(E) 1150 - W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W W18X35(E) W18X35(E) W16X36(E) W16X36(E) 1 H
4X 365 W14X68(E) W14X68(E) W14X68(E) W14X68(E) - ) 22( W14X68(E) E E 26( ) 319
6X 60614TH AVE.SW 1 W 1 NOTE REMOVE EXISTING GENERAL NOTES: W 4X 22( SLOPED HSS6X12X1/2" TUBE CEDARRAPIDS, 52404 IA E ) AFTER GLAZING REMOVAL ) E 1. DIMENSIONS AND MEMBER SIZES ARE BASED ON EXISTING ARCHITECTURAL AND STRUCTURAL PLANS, CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO W 50( 1 8X 3 S400 W 4X 1 CONSTRUCTION 2 4X 22( W 2. COLD FORMED STEEL JOISTS SHALL HAVE ROWS OF BRIDGING AT 8' -0" O.C. MAX PER 19' - 9 5/8" 9 - 19' 84( E 1' - 6" ) SSMA REQUIRMENTS E HSS5X0.375(E) ) 14 3. NEW COLUMN LOCATIONS HAVE BEEN LOCATED PER EXISTING PLANS TO AVOID 6 1 5/16 S501 X 4 CONFLICTS WITH EXISTING JOISTS - IF EXISTING DOES NOT MATCH PLANS - CONTACT
X5X5/ HSS5X5 @ TYP. 3" S400 ENGINEER 5 SS5X5 4. METAL STUDS SHALL HAVE LATERAL BRACING AT 4' -0" MAX SPACING -SEE DETAIL 3 SS H W12X53(E) 1' - 2" H W 5. NEW COLD FORMED JOISTS SHALL HAVE HAVE SOLID WEBS AND ARE NOT PERMITTED TO W W W30X124(E) 1 1 1 W 2X 1 W14X68(E) 2X I INCLUDE PUNCHOUTS ALONG LENGTH 4X HSS5X5X1/4 W 1 16( H S502 16( (+41' - 6 1/2") 2X SS5X5 22( 1 E 6. WIND GIRTS AT CLERESTORY WINDOWS ARE NOT ALL SHOWN ON PLAN -SEE SHEET S400 ) W 2X 16( ) E E 1 E W FOR TYP. SIZE AND LOCATION ) 14H 2X 16( ) 1 W E 26( 2X 1 ) X 16( E 2X 7. SEE DETAILS ON S501 FOR STIFFENERS REQUIRED AT JOIST BEARING -TYP AT ALL JOISTS. 6X W 4(E) ) 16( 5/16 1 0" E 16( W 1 - E 1 8. PROVIDE 600S200 -54 (50 KSI) STUDS @ 16" OC TYP FOR 13' -0" MAX HEIGHT. REDUCE W 4X ' ) 2X 1 14H ) E CATION. 12H SPACING TO 12" OC FOR 14' -0" HEIGHT. EERING, LLC 22( ) 16( 4(E) E ) 3(E) E 9. (E) DENOTES EXISTING STEEL MEMBER. ) E R AUTHORIZATION. ) 10. SEE DETAIL 6/S501 FOR TYPICAL SHEAR CONNECTION. W 50( HSS5X5X1/4 14H 3(E) 12H 1 8X ) 11. SEE DETAIL 11/S501 FOR TYPICAL DECK FASTENER LAYOUT. W 4X 1 12H 2 E 4(E) 3(E) TOP OF EXISTING SLAB = +42' -0" 4X 22( W 12. SEE DETAIL 12/S501 FOR TYPICAL HSS 5x5 BASE PLATE DETAIL.
55( 9/16" 9 - 19' 84( W E 4X 14H 12H 1 13. SEE DETAIL 13/S501 FOR TYPICAL SKEWED SHEAR CONNECTION. E ) 2 2X ) W 4(E) 14. SEE DETAIL 9/S502 FOR COLD FORMED LAP TRACK SPLICE DETAILS. 3(E) 16( S +41' - 4") W14X22(E) ( E 15. METAL DECK TO BE ATTACHED w/ #12 TEK SCREWS IN 36/4 PATTERN w/ #10 TEK SCREWS N ) 14H 12H O @ 12" OC @ SIDE LAPS. I
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) I 4(E) 3(E) E W12X65(E) V W 14H 12H 131( E 1 W14X68(E) W12X53(E) X J R 4X 4(E) 3(E) 24 W ) 22( E E 14H 12H 26( ) " - 0 6X ' 4(E) 3(E) 1 W 1 H 1 SS W 4X 5 14H 22( X5 12H E ) X 4(E) 3(E) ) E 1/4 W 50( 14H 3(E) 12H 3(E) 8X 1 1 W 4X 5 4(E) 12H 3(E) 12H 2 22( W
4X 9/16" 9 - 19' THESE PERTAINPLANS TO THIS SPECIFIC PROJECTAND LO
S400 W14X22(E) 84( E TYP. 14H ) ) 12H E 2
E THESE AREPLANS PROPERTY OF SELECT STRUCTURAL ENGIN ) 4(E) 3(E) 55( S501 DO NOT MODIFY,ALTER OR DUPLICATE/COPYWITHOUT PRIO 4X 1 1/2" TYP 2 - 4") 14H 12H AT W +41' 4(E) 3(E) H ( 2 SS4X4 W12X79(E) W . 14H 12H 1 W14X68(E) W12X106(E) W12X106(E) W12X106(E) K 4X 4(E) 3(E) ) 22( E E 0" 14H 12H ) - 26( 1' 6X 4(E) 3(E) 1 W 1 ) W 4X E 14H 12H 22( TYP. 55( E ) 4X 4(E) 3(E) ) E 2 W W 50( HSS5X5X1/4 14H 12H 8X 4 (+41' - 4") W 1 1 2 4X 4(E) 3(E) 4X 22( W S501 84( 9/16" 9 - 19' E 14H 12H E ) ) 4(E) 3(E)
14H 12H 4(E) ) 3(E) ) ) W12X65(E) E E E W 14H 131( 12H 131( 131( 1 W14X68(E) X X X L 4X 4(E) 24 3(E) 24 24 W W W ) 22( E E 0" 14H 12H ) - 26( 1' 6X H 4(E) 3(E) 1 W SS 1 W 4X 5 X5 14H 22( 12H " X E ) 0 1/4 4(E) 3(E) ) E ' - 13 W W 50( 14H 12H 24 8X 1 1 X 4X ) 4(E) 3(E) 131( 22( W E
W 9/16" 9 - 19' 1 E " 55( W E 4X 0 14H 1 ) ) ' - 4X 2X 22( 1 H 2 4(E) W SS W 1 16( E 2X ) +41' - 4") E 5 ( W ) X5 14H 1 16( X 2X E 1/4 4(E) 16( ) HSS5X0.375(E) E W )W14X22(E) W14X22(E) 1 14H 2X M 4(E) 26( W14X68(E) W12X53(E) W12X53(E) W12X53(E) W12X53(E) W12X53(E) W12X53(E) W10X49(E) E ) W ) E ) 1 1 4X E 1 50( 22( 22( 8X 2 4X 1 E 1 W S400 S400 ) W 11" - 9' 3(E) 12H W 1 N 2X NOTE REMOVE EXISTING 22( SLOPED HSS6X12X1/2" TUBE W12X53(E)
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DMIN BLD S-19_De BLD DMIN B/N 9/10 10 11 12 FOURTHFLOOR FRAMING PLAN SHEETTITLE RPS205 ADMINISTRATION BUILDING REMODEL 501 7TH ST. ROCKFORD,61104 IL TYSON AND BILLY ARCHITECTS T/STEEL FOUTH FLOOR 9-580 TABA-RPS A TABA-RPS 9-580 1 DRAWN BY: DMQ SCALE: 1/8" = 1'-0" CHECKED BY: DMQ APPROVED BY: DLL JOB DATE: 3/13/2020 evon\Documents\1 11:16:36 AM 11:16:36 JOB NO: 19-580
PAGE NO. 3/13/2020 C:\Users\D S104 3117 11/12 13 14 14/15 15 16 17 3117 - A 6 B B/C 7 C - 5 359 359 - - 563 563 BETTENDORF, 52722 IA BETTENDORF,52722 IA W12X16(E) 2435 KIMBERLYRD.SUITE 240S 2435KIMBERLY RD.SUITE 240S
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K DO NOT MODIFY,ALTER OR DUPLICATE/COPYWITHOUT PRIO 4X 6X 22( W14X68(E) 1 ) W E E ) W 26( 1 6X 2X (+54' - 4 1/8") 1 W ( 1 Var 16 W 4X ie 22( s ) E ) ) E GENERAL NOTES: W 50( 8X W 1 1 2 4X 4X 22( W 1. DIMENSIONS AND MEMBER SIZES ARE BASED ON EXISTING ARCHITECTURAL AND STRUCTURAL 84( E PLANS, CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO CONSTRUCTION E ) SPLICE ) TYP. 2. COLD FORMED STEEL JOISTS SHALL HAVE ROWS OF BRIDGING AT 8' -0" O.C. MAX PER SSMA 1 REQUIRMENTS S501 3. NEW COLUMN LOCATIONS HAVE BEEN LOCATED PER EXISTING PLANS TO AVOID CONFLICTS WITH EXISTING JOISTS - IF EXISTING DOES NOT MATCH PLANS - CONTACT ENGINEER 4. METAL STUDS SHALL HAVE LATERAL BRACING AT 4' -0" MAX SPACING -SEE DETAIL W 1 31 L 5. NEW COLD FORMED JOISTS SHALL HAVE HAVE SOLID WEBS AND ARE NOT PERMITTED TO 4X 6X INCLUDE PUNCHOUTS ALONG LENGTH 22( W14X68(E) 1 ) W E E 6. WIND GIRTS AT CLERESTORY WINDOWS ARE NOT ALL SHOWN ON PLAN -SEE SHEET S400 FOR ) W 26( 1 TYP. SIZE AND LOCATION 6X 2X (+54' - 4 1/8") 1 W (Var 1 16 7. SEE DETAILS ON S501 FOR STIFFENERS REQUIRED AT JOIST BEARING -TYP AT ALL JOISTS. W 4X ie s 8. PROVIDE 600S200 -54 (50 KSI) STUDS @ 16" OC TYP FOR 13' -0" MAX HEIGHT. REDUCE SPACING 22( ) E ) TO 12" OC FOR 14' -0" HEIGHT. ) E SPLICE 9. (E) DENOTES EXISTING STEEL MEMBER. W 50( 1 8X 10. SEE DETAIL 6/S501 FOR TYPICAL SHEAR CONNECTION. 4X 1 W 11. SEE DETAIL 11/S501 FOR TYPICAL DECK FASTENER LAYOUT. W 22( SIM. 1 E 12. SEE DETAIL 12/S501 FOR TYPICAL HSS 5x5 BASE PLATE DETAIL. 4X ) 10 22( 16 13. SEE DETAIL 13/S501 FOR TYPICAL SKEWED SHEAR CONNECTION. E S501 31 S502 14. SEE DETAIL 9/S502 FOR COLD FORMED LAP TRACK SPLICE DETAILS. ) 6X 1 15. METAL DECK TO BE ATTACHED w/ #12 TEK SCREWS IN 36/4 PATTERN w/ #10 TEK SCREWS @ 12" W OC @ SIDE LAPS.
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B/N 9/10 10 11 12 DMIN BLD S-19_De BLD DMIN FIFTHFLOOR FRAMING PLAN SHEETTITLE RPS205 ADMINISTRATION BUILDING REMODEL 501 7TH ST. ROCKFORD,61104 IL TYSON AND BILLY ARCHITECTS
9-580 TABA-RPS A TABA-RPS 9-580 DRAWN BY: DMQ CHECKED BY: DMQ T/STEEL 5TH FLOOR APPROVED BY: DLL 1 SCALE: 1/8" = 1'-0" JOB DATE: 3/13/2020 evon\Documents\1 11:16:37 AM 11:16:37 JOB NO: 19-580
PAGE NO. 3/13/2020 C:\Users\D S105 3117 3117 - - 359 15 359 - - 4 563 563 S400 2 BETTENDORF, 52722 IA S502 BETTENDORF,52722 IA 54' - 9 1/4" 2435 KIMBERLYRD.SUITE 240S FIFTH FLOOR PLAN FIFTH FLOOR PLAN 2435KIMBERLY RD.SUITE 240S 56' - 0" 56' - 0"
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EXISTING 5" DIA. PIPE 319 GIRT -TYP. 60614TH AVE.SW TYP. FOURTH FLOOR PLAN FOURTH FLOOR PLAN 42' - 0" 42' - 0" CEDARRAPIDS, 52404 IA 3 S501 NEW METAL STUD OR CURTAIN WALL SYSTEM (METAL STUD SIZE PROVIDED IN NEW HSS 10X6X5/16" WIND GIRT 5 1/2" 600S200 -54 (50 KSI) METAL STUDS PLAN NOTES) @ TOP OF CURTAIN WALL @ 16" OC FOR 13' -0" MAX. HEIGHT 10"
TYP. 9 GLAZING - SEE ARCH DRAWINGS TYP. S501 9 EXISTING GIRT S501 CATION.
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FOURTH FLOOR PLAN FOURTH FLOOR PLAN R AUTHORIZATION. 42' - 0" 42' - 0" EXISTING STEEL TO REMAIN
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9-580 TABA-RPS A TABA-RPS 9-580 DRAWN BY: DMQ CHECKED BY: DMQ APPROVED BY: DLL JOB DATE: 3/13/2020 evon\Documents\1 11:16:38 AM 11:16:38 JOB NO: 19-580
PAGE NO. 3/13/2020 C:\Users\D S400 METAL STUD -SEE PLAN GRID 3117 GRID 3117 - #10 TEK SCREW @ 16" O.C. - SEE PLAN SEE PLAN (ALT OPTION PROVIDE PAF, 5TH FLOOR 359 359 - MATCH SPACING) 5 1/4" INSULATION -SEE ARCH 56' -0" - (3) SIDES NEW STUD AT CURTAIN WALL - 563 1/4 SEE PLAN NOTES FOR SIZE 563 HSS COLUMN - SEE PLAN TYP ROOF DECK -SEE PLAN 1/4 BETTENDORF, 52722 IA NEW GIRT -SEE ELEVATION AND BETTENDORF,52722 IA 7" SECTIONS 2435 KIMBERLYRD.SUITE 240S 3/4" CAP PLATE WITH TYP 2435KIMBERLY RD.SUITE 240S 1/4 3/4" 2 - 1'
ROOF DECK -SEE PLAN T/STEEL STEEL BEAM - SEE PLAN 1/2" GAP EL: SEE PLAN FILL VOID AND DECK FLUTE 12 GA. BENT PLATE W/ W/ 2X BLOCKING BELOW NEW STUD 3/4" THICK CAP PLATE SINGLE PLATE 3/8" X 9" PLATE #12 TEK SCREW @ EA. JOIST WALL & 24" O.C. @ BEAM WEB UCEC CLIP W/ (2) PAF AT GIRT & (4) #12 TEK SCREWS @ STUD STEEL COLUMN - SEE PLAN 1/4 1/4 (3) SIDES STEEL BEAM -SEE PLAN FOR SIZE 1/4 NOTES: 1. EITHER WELDED OR BOLTED CONNECTIONS MAY BE EMPLOYED. EXISTING STEEL BEAM - SEE PLAN NEW JOIST -SEE PLAN FOR SIZE AND
SPACING -SLOPE PER PLAN 1150 - (4) #12 TEK SCREWS 365 - L5X3X1/4 X 6" LONG 319
EXISTING COMPOSITE STEEL BEAM -TO REMAIN 60614TH AVE.SW
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DMIN BLD S-19_De BLD DMIN PROVIDE DEFLECTION TRACK BENEATH STEEL BEAMS -MATCH STUD 7" 3 SIDES L4X4X1/4" ANGLE X 5" LONG GRADE AND THICKNESS 1/4 NOTES: 3 TOP AND BOT. DETAILS 1. DETAILER MAY SELECT DOUBLE BENT ANGLES, DOUBLE BENT PLATES SHEETTITLE OR SINGLE KNIFE PLATE AS BEST APPLIES TO CONNECTION. RPS205 ADMINISTRATION BUILDING REMODEL 501 7TH ST. ROCKFORD,61104 IL TYSON AND BILLY ARCHITECTS 3/4" BASEPLATE 2. 'tw' IS WELD SIZE FROM TYPICAL SHEAR CONNECTION.
9-580 TABA-RPS A TABA-RPS 9-580 DRAWN BY: DMQ CHECKED BY: DMQ HSS5X5 BASEPLATE TYPICAL SKEWED SHEAR CONNECTION BEAM SECTION 2 GIRT CONNECTION DETAIL RAILING SECTION AT BEAM 12 13 14 15 16 APPROVED BY: DLL SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1" = 1'-0" JOB DATE: 3/13/2020 evon\Documents\1 11:16:41 AM 11:16:41 JOB NO: 19-580
PAGE NO. 3/13/2020 C:\Users\D S501 15 1 1/2" THICK BASE PLATE 3117 3117 - - 1' - 1 1/8" 359 359 - - 563 A 1/4 563 1/4" x 9 3/4" x CONT. PLATE - BREAK BETTENDORF, 52722 IA AT HSS POSTS BETTENDORF,52722 IA 2435 KIMBERLYRD.SUITE 240S STEEL BEAM -SEE PLAN 2435KIMBERLY RD.SUITE 240S 11" I BLOCK @ 6' -0" OC 3 BAYS FROM BEAM 4" A
6" NEW HSS COLUMN w/ TYPICAL CAP PLATE - SEE PLAN FOR SIZE HSS GIRT - SEE FRAMING PLAN SEE PLAN 3 SIDES 3/16 L4X4X1/4 SHELF ANGLE AT TOP HSS COLUMN & BASE PLATE AND BOTTOM OF GIRT 3 - SEE PLAN GIRT -SEE PLAN 1/4 HSS GIRT - SEE ELEVATIONS 3 1150
(3) #10 TEK SCREWS - EXISTING COLUMN PER ANGLE 7" 3 365 - L3x3x3/16" x 6" LONG 3 L4X4X1/4 SHELF ANGLE 1/4 TOP AND BOTTOM 319 60614TH AVE.SW
1/4 1/2" 5 CEDARRAPIDS, 52404 IA PROVIDE DEFLECTION TRACK BENEATH STEEL BEAMS -MATCH STUD L4X4X1/4" SHELF ANGLE TOP EXISTING COLUMN GRADE AND THICKNESS 3 SIDES AND BOTTOM OF GIRT 3 3/16
SECTION A -A 3 EXISTING COLUMN 1" HSS GIRT - SEE FRAMING PLAN
ENLARGED HSS BASE PLATE DETAIL DETAIL AT 5TH FLOOR FRAMING GIRT CONNECTION 1 1/4 GIRT CONNECTION 2 GIRT CONNECTION 3 1 SCALE: 1" = 1'-0" 2 SCALE: 1 1/2" = 1'-0" 3 SCALE: 1 1/2" = 1'-0" 4 SCALE: 1 1/2" = 1'-0" 5 SCALE: 1 1/2" = 1'-0" CATION. EERING, LLC R R AUTHORIZATION.
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9-580 TABA-RPS A TABA-RPS 9-580 DRAWN BY: DMQ CHECKED BY: DMQ APPROVED BY: DLL JOB DATE: 3/13/2020 evon\Documents\1 11:16:42 AM 11:16:42 JOB NO: 19-580
PAGE NO. 3/13/2020 C:\Users\D S502 7 DOOR SCHEDULE 11/12 13 14 14/15 15 16 17 A OPEN. DOOR FRAME OPEN. HARDWARE MARK MARK TYPE MAT'L WIDTH HEIGHT THICK TYPE MAT'L B 100 D1 (PR) AL/GL 3'-0" EA. 7'-0" 1 3/4" SEE 2/A204 AL 1 100 500 D2 AL/GL 3'-0" EA. 7'-0" 1 3/4" SEE 4/A204 AL 2 500 6 AL = ALUMINUM GLASS TYPES: FL = FLUSH G-1: 1" INSULATING TEMPERED GLASS (MIN.SHGC OF 28) PR = PAIR G-2: 1" INSULATING FLOAT GLASS GL = GLASS / STOREFRONT (MIN. SHGC OF 28) HM = HOLLOW METAL B/C REMOVE & CAP EX = EXISTING IRRIGATION SPRINKLER
EXISTING PLANTER New Door Schedule C 2 5 Scale: 12" = 1'-0" F
NEW TEMPORARY ADA ACCESSIBLE ENTRANCE (815) 229-8222 4000 Morsay Drive Rockford, IL 61107 IL Rockford, NEW 4" CONCRETE (815) 229-8218 FAX: SIDEWALK TO EDGE OF PLANTER RAISE CLEANOUT FOR 4 NEW WALK D www.bradleyandbradley.com
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. T MN, 3 U OL A205 Drn. C EE STRUC S L
. T 9/10 26'-0" 1 MN, U A205 DOW TYPE 5 OL " IN 03/13/2020 A -0
C 501 7TH STREET EE STRUC 1' W S 0" " 2'- '-0 13 ROCKFORD, IL 61104
B Date
12'-4"
M RPS Admin Building Clerestory 10'-8" 4'-3" DOW TYPE 1 W IN 19-12160 W WINDOW TYPE 6 7 3" A503 1'-
N Project Number REVISION DATE Project Status Project
B/N 9/10 10 11 12 13 14 14/15 15 B/P
NEW WORK FOURTH FLOOR PLAN Sheet No: 1 D Scale: 3/32" = 1'-0" A141 4TH FLOOR NEW WORK 3/26/2020 4:03:05 PM 7
11/12 13 14 14/15 15 16 17
A
B
6
B/C
C 5 F (815) 229-8222 4000 Morsay Drive Rockford, IL 61107 IL Rockford, FAX: (815) (815) 229-8218 FAX: www.bradleyandbradley.com 4
D Architects, & Bradley P.C. Bradley G
REMOVE BASEBOARD HEAT AND REPLACE WITH SMALLER LENGTH. RELOCATE SUPPLY LINE & VALVE
3 17'-5 5/8" V.I.F. 2 WINDOW TYPE 8 A205 TAPERED INSULATION H BETWEEN ROOF DRAINS 500 1/4"/FOOT PITCH
60 MIL TPO MEMBRANE FASTENED ROOFING SYSTEM NEW ROOF PAVERS 2) LAYERS OF 2.6" (R-15) ROOF INSUL. (R-30 TOTAL) 2 GUIDE RAILS W/ GLASS . PANELS E P O L TAPERED INSULATION S BETWEEN ROOF DRAINS . SLO ROOF 1/4"/FOOT PITCH PE DRAIN UNDER OVERFLOW PAVERS ROOF SCUPPER 60 MIL TPO MEMBRANE DRAIN FASTENED ROOFING SYSTEM 1 A201 EXISTING 2) LAYERS OF 2.6" (R-15) EXHAUST ROOF INSUL. (R-30 TOTAL) 1 FAN ARCHITECT
TAPERED INSULATION BONDINGCO. BETWEEN ROOF DRAINS J 1/4"/FOOT PITCH PE SLO OVERFLOW . SCUPPER OWNER
. CONTRACTOR PE
SLO EXISTING EXHAUST FAN RGB
K TAPERED INSULATION . SLO BETWEEN ROOF DRAINS PE 1/4"/FOOT PITCH EXISTING EXISTING ROOF DRAIN; ROOF DRAIN; PITCH AS PITCH AS Appd. ROOF REQ'D. REQ'D. DRAIN
60 MIL TPO MEMBRANE YCS FASTENED ROOFING SYSTEM 2) LAYERS OF 2.6" (R-15) ROOF INSUL. (R-30 TOTAL) EXISTING EXHAUST FAN L . SLO Drn. TAPERED INSULATION PE 9/10 BETWEEN ROOF DRAINS OVERFLOW 1/4"/FOOT PITCH SCUPPER EXISTING . ROOF H IN ROOF DRAIN; TC M PI T. PITCH AS DRAIN NEW ROOF HATCH F F W/ SAFETY RAILINGS OO ER REQ'D. R " P 4 03/13/2020 SEE SHEET A503 1/ 501 7TH STREET E OP SL ROCKFORD, IL 61104
. Date M
EXISTING EXHAUST FAN RPS Admin Building Clerestory 19-12160 N 1
A202 Project Number REVISION DATE Project Status Project B/N 10 11 12 B/P
1
A203 Sheet No:
NEW WORK FIFTH FLOOR PLAN 1 A151
Scale: 3/32" = 1'-0" 5TH FLOOR NEW WORK 3/26/2020 4:03:11 PM (815) 229-8222 4000 Morsay Drive Rockford, IL 61107 IL Rockford, FAX: (815) (815) 229-8218 FAX: www.bradleyandbradley.com Bradley & Bradley Architects, & Bradley P.C. Bradley
N M L K J H G F
OVERFLOW SCUPPER ARCHITECT BONDINGCO.
GUIDE RAILS W/ GLASS OWNER PANELS CONTRACTOR
METAL RAINSCREEN PANELS,
VERTICAL PATTERN WITH RGB ROCKWOOL INSULATION
1 5 4 52 7 Appd. YCS
EACH DOWNSPOUT TO RECEIVE A BRASS SHEEP TONGUE Drn.
PROVIDE NEW TINTED 03/13/2020 INSULATED GLASSING 501 7TH STREET PANELS & NEW SEALANT ROCKFORD, IL 61104 Date RPS Admin Building Clerestory 19-12160 Project Number REVISION DATE Project Status Project
Sheet No: East Elevation 1 A201 Scale: 1/8" = 1'-0" EXTERIOR EAST ELEVATION EXTERIOR 3/26/2020 4:03:17 PM (815) 229-8222 4000 Morsay Drive Rockford, IL 61107 IL Rockford, FAX: (815) (815) 229-8218 FAX: www.bradleyandbradley.com Bradley & Bradley Architects, & Bradley P.C. Bradley
1 B/P 2 3 B/C 4 5 6 7
OVERFLOW SCUPPER ARCHITECT BONDINGCO.
8 GUIDE RAILS W/ GLASS OWNER METAL RAINSCREEN PANELS, PANELS
VERTICAL PATTERN WITH CONTRACTOR ROCKWOOL INSULATION Checker
6 1 5 4 5 2 3 3 7 Appd.
EACH DOWNSPOUT TO RECEIVE Author A BRASS SHEEP TONGUE Drn. PROVIDE NEW TINTED INSULATED GLASSING PANELS & NEW SEALANT 03/13/2020 501 7TH STREET ROCKFORD, IL 61104 Date RPS Admin Building Clerestory 19-12160 Project Number REVISION DATE Project Status Project
Sheet No: Southeast Elevation 1 A202 Scale: 1/8" = 1'-0" EXTERIOR SOUTHEAST EXTERIOR ELEVATION 3/26/2020 4:03:24 PM (815) 229-8222 4000 Morsay Drive Rockford, IL 61107 IL Rockford, FAX: (815) (815) 229-8218 FAX: www.bradleyandbradley.com Bradley & Bradley Architects, & Bradley P.C. Bradley
B/N 9/10 10 11 11/12 12 13 14 14/15 15 16 17
OVERFLOW SCUPPER ARCHITECT BONDINGCO.
8 GUIDE RAILS W/ GLASS PANELS METAL RAINSCREEN PANELS, VERTICAL PATTERN WITH OWNER
ROCKWOOL INSULATION CONTRACTOR Checker
6 1 5 4 5 2 3 3 Appd.
EACH DOWNSPOUT TO RECEIVE A BRASS SHEEP TONGUE Author Drn. 03/13/2020 501 7TH STREET ROCKFORD, IL 61104 Date RPS Admin Building Clerestory 19-12160
TEMPERED GLASS Project Number REVISION DATE Project Status Project
Sheet No:
Southwest Elevation 1 A203 Scale: 1/8" = 1'-0" EXTERIOR SOUTHWESTEXTERIOR ELEVATION 3/26/2020 4:03:31 PM 25'-0" 26'-0" 12'-4" 12'-6" 16'-9 5/8" 11'-6" 11'-6" 12'-0" 12'-0" 2" 5'-11" 2" 5'-11" 2" 2" 6'-0" 2" 6'-0" 2" 2" 8'-1 13/16" 2" 8'-1 13/16" 2" 2" 5'-6" 2" 5'-6" 2" 2" 5'-6" 2" 5'-6" 2" 2" 5'-9" 2" 5'-9" 2" 2" 5'-9" 2" 5'-9" 2" 2" 2" 2" 2" 2" 1'-5" 1'-5" 1'-5" 1'-5" 1'-5" 1'-9" 1'-9" 1'-9" 1'-9" 1'-9" 2" 2" 2" 2" 2" 1'-11" 1'-11" 1'-11" 1'-11" 1'-11" 2" 2" 2" 2" 2" 3'-6" 3'-6" 3'-6" 3'-6" 3'-6" 3'-2" 3'-2" 3'-2" 3'-2" 3'-2" 2" 2" 2" 2" 2"
1 2 3 2" 5'-6" 2" 6'-7" 2" 6'-7" 2" 5'-6" 2" 2" 5'-9" 2" 6'-10" 2" 6'-10" 2" 5'-9" 2"
25'-0" 26'-0" 4 5
4th Floor Window Elevations 1 Scale: 1/4" = 1'-0"
5 1/2" BATT 7 1/2" KAWNEER (815) 229-8222 4000 Morsay Drive
INSUL. (R-19) CURTAIN WALL 61107 IL Rockford, FAX: (815) (815) 229-8218 FAX: 17'-5 5/8" (V.I.F.) 1600 WALL SYSTEM CAULKING & W/ 1" GLASS 8'-5 13/16" 4'-11 5/16" 3'-0" CUT EXISTING FRAME AND SHIM EXTENSION BY 2" 2" 2" 4 1/2" 2" REINSTALL JAMB FRAME. 5/8" GYPSUM WINDOW INSTALLER PROVIDE NEW INSULATED
SHEATHING www.bradleyandbradley.com GLAZING TO MATCH FIRE TR. 2x WOOD NAILER 2" 2" EXISTING +29'-0" NICHIHA PANEL Architects, & Bradley P.C. Bradley
3'-4" B.O. SILL 5/8" SHEATHING FASTENER 7'-2" 7'-0" 2" 6" STEEL STUD TEMPERED AIR GLASS BARRIER 3'-6" ROCKWOOL CONTINUOUS 10'-8" INSULATION 1'-11" 6'-2" 1'-11" 8 5 1/2" BATT 2" 2" 2" 2" 2" 5th Floor Roof Door Elevation INSUL. (R-19) 6" STEEL STUD 4 RAINSCREEN Scale: 1/4" = 1'-0" 5/8" GYPSUM VAPOR BARRIER METAL PANEL 1'-9" 1'-5" SHEATHING (TYP.) 5/8" SHEATHING EXISTING GIRT 2" AIR SILL TRIM BARRIER 1'-11" NICHIHA 10 MM SPACER ROCKWOOL VAPOR BARRIER NICHIHA PANEL 2" CONTINUOUS EXISTING NICHIHA PANEL INSULATION FASTENER SLOPED GLAZING 3'-2" FASTENER FIRE TR. 2x WOOD NAILER NICHIHA 10 MM
2" SPACER Z" FLASHING BY NICHIHA PANEL RAINSCREEN WINDOW INSTALLER METAL PANEL NICHIHA 10 MM SPACER (TYP.) FASTENER EXTENSION BY WINDOW FASTENER 3'-4" SILL TRIM INSTALLER FLASHING BY FLASHING BY
2" WINDOW INSTALLER CAULKING & EXTENSION BY 5 1/2" BATT WINDOW INSTALLER SHIM WINDOW INSTALLER EXISTING TUBE INSUL. (R-19) STEEL 7 1/2" KAWNEER 3'-4" CURTAIN WALL 6" STEEL 1600 WALL SYSTEM East Entry Windows Detail 2" 8 STUD W/ 1" GLASS Scale: 3" = 1'-0" EXISTING
GIRT ARCHITECT
Typical Curtain Wall Head 5/8" GYPSUM VAPOR BARRIER BONDINGCO. 3'-4" 5 Scale: 3" = 1'-0" SHEATHING
2" 5/8" SHEATHING AIR 7 1/2" KAWNEER BARRIER CURTAIN WALL 6" STEEL STUD ROCKWOOL UCEC CLIP 5 1/2" BATT 1600 WALL SYSTEM OWNER
3'-4" CONTINUOUS SEE STRUCT. INSUL. (R-19) W/ 1" GLASS NICHIHA PANEL CONTRACTOR INSULATION 2" CAULKING & EXTENSION BY SPACER SHIM WINDOW FASTENER AIR
INSTALLER BARRIER RGB AIR RAINSCREEN FASTENER FIRE TR. 2x WOOD METAL PANEL 3'-4" BARRIER NAILER (TYP.) ROCKWOOL
2" Z" FLASHING BY HEAD TRIM CONTINUOUS FLASHING BY WINDOW SILL TRIM WINDOW INSTALLER INSULATION ROCKWOOL INSTALLER NICHIHA PANEL CONTINUOUS CAULKING & FIRE TR. 2x WOOD NAILER 6" STEEL STUD FASTENER Appd. INSULATION SHIM RAINSCREEN 3'-4" 14'-10" EXTENSION BY NICHIHA PANEL METAL PANEL NICHIHA 10 MM SPACER FASTENER 5 1/2" BATT WINDOW INSTALLER 2" 2" 3'-11" 2" 6'-4" 2" 3'-11" 2" (TYP.) FASTENER INSUL. (R-19) 5/8" GYPSUM YCS
2" RAINSCREEN 49'-0" NICHIHA 10 MM SPACER 7 1/2" KAWNEER SHEATHING METAL PANEL CURTAIN WALL 5/8" (TYP.) 5/8" SHEATHING 1600 WALL SYSTEM SHEATHING VAPOR BARRIER 3'-4" 1'-5" 1'-9" 5/8" GYPSUM W/ 1" GLASS 2"
2" SHEATHING VAPOR BARRIER Typical Tube Girt Drn. 1'-11" 11 Scale: 3" = 1'-0"
2" Typical Curtain Wall Sill 3'-4" 6 Scale: 3" = 1'-0" 2" 3'-1" NICHIHA PANEL NICHIHA PANEL 5/8" SHEATHING 6" STEEL STUD 03/13/2020
VAPOR BARRIER NICHIHA 10 MM SPACER 501 7TH STREET 2"
3'-4" EXTENSION BY FASTENER FASTENER WINDOW INSTALLER EXISTING ROCKFORD, IL 61104 3'-2" 2" GIRT FLASHING BY Date 7 1/2" KAWNEER WINDOW INSTALLER 6" STEEL CURTAIN WALL +7'-0" STUD 2" 1600 WALL SYSTEM UCEC CLIP W/ 1" GLASS
3'-4" SEE STRUCT.
5 1/2" BATT RPS Admin Building Clerestory
3'-2" INSUL. (R-19) 19-12160 2" 5 1/2" BATT INSUL. (R-19) TEMPERED 20'-0" 2" FIRE TR. 2x GLASS WOOD 3'-4" 3'-0" 3'-0" AIR NAILER Project Number 3'-2" BARRIER
2" 2" REVISION DATE CAULKING & SHIM
2" ROCKWOOL Project Status Project CONTINUOUS INSULATION
3'-2" NICHIHA PANEL FASTENER RAINSCREEN
6'-10" AIR METAL PANEL 2" BARRIER NICHIHA 10 MM SPACER (TYP.) ROCKWOOL CONT. 5/8" GYPSUM 3'-1" INSULATION SHEATHING 5/8" GYPSUM 5/8" 2" 2" SHEATHING FASTENER SHEATHING VAPOR BARRIER RAINSCREEN METAL 6 7 JAMB TRIM PANEL (TYP.) Sheet No: South Entrance Window Elevation East Entrance Window Elevation Typical Curtain Wall Jamb South Entry Door Detail Typical Round Girt 2 3 7 9 10 Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" Scale: 3" = 1'-0" Scale: 3" = 1'-0" Scale: 3" = 1'-0" A204 EXTERIOR WINDOWELEVATIONS EXTERIOR 3/26/2020 4:03:37 PM NICHIHA PANEL 4" ROOF DRAIN COLUMN; VAPOR BARRIER PIPE SEE STRUCTURAL
FASTENER 6" STEEL STUD
EXTENSION BY WINDOW INSTALLER FIRE TR. 2x WOOD NAILER 7 1/2" KAWNEER CURTAIN WALL 1600 WALL SYSTEM W/ 1" GLASS CUT SILL & HEAD OF 4 1/2" x 4 1/2" CAULKING & EXISTING FRAME, DOOR JAMB SHIM INSTALL NEW INSULATED GLAZING
H CAULKING &
SHIM (815) 229-8222 4000 Morsay Drive Rockford, IL 61107 IL Rockford, AIR RELOCATE EXISTING (815) 229-8218 FAX: 5/8" GYPSUM BARRIER ALUMINUM JAMB FRAME SHEATHING & MOUNT TO NEW ROCKWOOL CONT. ALUMINUM DOOR JAMB JAMB TRIM INSULATION
RAINSCREEN METAL CAULK ALL AROUND OSHA APPROVED FASTENER www.bradleyandbradley.com PANEL (TYP.) HOOK FOR HARNESS TO BE CONNECTED Architects, & Bradley P.C. Bradley TO STEEL COLUMN CUT EXISTING 4th Floor Jamb Plan View @ Roof Drain STONE SILL FOR 1 NEW DOOR OPENING Scale: 3" = 1'-0" RAINSCREEN METAL PANEL ON SIDE
VAPOR BARRIER 5 1/2" BATT 6" STEEL STUD INSUL. (R-19) FASTENER COLUMN; EXTENSION BY NICHIHA PANEL SEE STRUCTURAL WINDOW INSTALLER FIRE TR. 2x WOOD NAILER 7 1/2" KAWNEER CURTAIN WALL 1600 WALL SYSTEM 5th Floor Roof Door Plan View W/ 1" GLASS 2 Scale: 3" = 1'-0"
7 1/2" KAWNEER CAULKING & CURTAIN WALL SHIM 1600 WALL SYSTEM W/ 1" GLASS CAULKING & AIR SHIM 5/8" GYPSUM BARRIER SHEATHING EXTENSION BY AIR ROCKWOOL CONT. WINDOW INSTALLER BARRIER INSULATION JAMB TRIM ROCKWOOL CONT. INSULATION RAINSCREEN METAL FASTENER PANEL (TYP.) FIRE TR. 2x WOOD NAILER FASTENER ARCHITECT BONDINGCO.
4th Floor Jamb Plan View 6" STEEL STUD 3 RAINSCREEN METAL Scale: 3" = 1'-0" PANEL (TYP.) 5 1/2" BATT INSUL. (R-19) OWNER CONTRACTOR Checker NICHIHA PANEL Appd.
COLUMN; JAMB TRIM SEE STRUCTURAL Author 6" STEEL STUD VAPOR BARRIER
EXTENSION BY FASTENER WINDOW INSTALLER NICHIHA PANEL FIRE TR. 2x WOOD Drn. 7 1/2" KAWNEER NAILER CURTAIN WALL 5 1/2" BATT 1600 WALL SYSTEM INSUL. (R-19) W/ 1" GLASS
VAPOR BARRIER 03/13/2020 501 7TH STREET
FASTENER ROCKFORD, IL 61104 Date FIRE TR. 2x WOOD NAILER
CAULKING & RPS Admin Building Clerestory
SHIM 19-12160 AIR BARRIER 5/8" GYPSUM ROCKWOOL CONT. SHEATHING
INSULATION Project Number JAMB TRIM REVISION DATE RAINSCREEN METAL 5/8" GYPSUM FASTENER RAINSCREEN METAL 5 1/2" BATT PANEL (TYP.) SHEATHING Project Status Project PANEL (TYP.) INSUL. (R-19)
COLUMN; SEE STRUCTURAL
4th Floor Jamb Plan View @ 45 Degree 4th Floor Jamb Plan View @ 90 Degree 4 5 Sheet No: Scale: 3" = 1'-0" Scale: 3" = 1'-0" A205 EXTERIOR WINDOW DETAILS 3/26/2020 4:03:42 PM (815) 229-8222 4000 Morsay Drive Rockford, IL 61107 IL Rockford, FAX: (815) (815) 229-8218 FAX: www.bradleyandbradley.com Bradley & Bradley Architects, & Bradley P.C. Bradley
REMOVE ESCALATOR
REMOVE STONE PANELS FROM SIDES. PANELS TO BE REINSTALLED ARCHITECT
AT FACE OF WHERE ESCALATOR BONDINGCO. LANDING WAS REMOVED REMOVE ESCALATOR
INSTALL RELOCATED OWNER NATURAL STONE PANEL CONTRACTOR Checker
NEW 4" CONCRETE -
MATCH EXISTING NEW 4" CONCRETE - Appd. MATCH EXISTING
1 1 /2" METAL DECK 1 1 /2" METAL DECK Author
ATTACH 4"x4"x1/4" ATTACH 4"x4"x1/4" ANGLE AROUND ANGLE AROUND PERIMETER OF PERIMETER OF FLOOR OPENING FLOOR OPENING 4"x4" ANGLE AT 16" Drn. 4"x4" ANGLE AT 16" O.C. TO PERIMETER O.C. TO PERIMETER ANGLES ANGLES 03/13/2020 501 7TH STREET ROCKFORD, IL 61104 Date RPS Admin Building Clerestory
INSTALL RELOCATED 19-12160 NATURAL STONE PANEL AND ADD FRAMING & ANCHORS AS REQUIRED Project Number REVISION DATE Project Status Project
ESCALATOR TOP ESCALATOR BOTTOM LEFT ESCALATOR BOTTOM RIGHT 1 2 3 Sheet No: Scale: 1 1/2" = 1'-0" Scale: 1 1/2" = 1'-0" Scale: 1 1/2" = 1'-0" A206
WORK TO BE COMPLETED BY JUNE 30, 2020 ALTERNATE A-1 ESCALATOR DETAILS 3/26/2020 4:03:45 PM RAINSCREEN D PARAPET 5/8" GYPSUM SHEATHING
60 MIL REINFORCED OVERFLOW TPO MEMBRANE FASTENED SCUPPER ROOFING SYSTEM 2) LAYERS OF 2.6" (R-15) ROOF INSUL. (R-30 TOTAL) PITCH TO ROOF DRAIN
RAINSCREEN ALUMINIUM WINDOWS TO METAL PANEL 1.5B24 36/3 ROOF MATCH EXISTING DECK 5/8" GYPSUM (815) 229-8222 4000 Morsay Drive Rockford, IL 61107 IL Rockford,
SHEATHING (815) 229-8218 FAX: EXIST. STONE SILL
EXIST. STRUCT. Scupper Detail @ 5th Floor Roof
2 www.bradleyandbradley.com Scale: 1 1/2" = 1'-0" Bradley & Bradley Architects, & Bradley P.C. Bradley
USE APPROPRIATE TERMINATION 24" MIN FLASHING OVER 5/8" NOTE: GYPSUM SHEATHING 1. REFER TO FIRESTONE WEBSITE FOR THE MOST ULTRAPLY TPO MEMBRANE CURRENT APPROPRIATE FIRESTONE BONDING ADHESIVE 2. REFERINFORMATION. TO DETAIL UT-LS-2 FOR WELD WIDTH. RAINSCREEN METAL PANEL EXIST. FLOOR ULTRAPLY TPO FLASHING (UNSUPPORTED) 3. ROUND ALL SHEET METAL FLANGE CORNERS. HEAT WELDED IN PLACE (SEE NOTE #2) 4. ULTRAPLY TPO FLASHING (UNSUPPORTED) MAY NEW 3 1/2" INSULATION (R-15) IN BE USED IN LIEU OF PRE-MOLDED ULTRAPLY
WALL MIN. EXIST. STUD WALLS TPO INSIDE/OUTSIDE CORNERFOR A MAXIMUM 60 MIL TPO MEMBRANE EXIST. BEAM 2" (51 mm) FASTENED ROOFING SYSTEM WARRANTY OF 15 CONTINUOUS BEAD OF 2) LAYERS OF 2.6" (R-15) 5. SEEYEARS. UT-S-6A & UT-S-6B FOR DETAILED 56' - 0" FIRESTONE WATER BLOCK ROOF INSUL. (R-30 TOTAL) INSTALLATION INSTRUCTION. 1/4" PER 12" APPROPRIATE FASTENER 4" (101.6 mm) O.C. MAX.
2 SEE STRUCTURAL ULTRAPLY TPO COATED METAL SCUPPER A311 SLEEVE (SEE NOTE #3) CONTINUOUS BEAD OF FIRESTONE AP SEALANT OR PRE-MOLDED ULTRAPLY TPO INSIDE / OUTSIDE 1.5B24 36/3 ROOF HIGH GRADE URETHANE CORNER HEAT WELDED IN PLACE (SEE NOTE #4) DECK SEALANT
SEE STRUCTURAL
52' - 8"
PARALINE LINEAR METAL CUT EXIST. STONE PANEL FOR ULTRAPLY TPO FLASHING (UNSUPPORTED) 5 CEILING SYSTEM NEW JOIST WALL HEAT WELDED IN PLACE (SEE NOTE #2) A204 NEW JOIST, SEE STRUCTURAL MIN. 2" (51 mm) NEW ANGLE, SEE STRUCTURAL ULTRAPLY TPO MEMBRANE 50' - 11" ALUMINIUM WINDOWS TO MATCH EXISTING RELOCATE SPRINKLER HEAD TO APPROPRIATE FIRESTONE BONDING ADHESIVE ARCHITECT BONDINGCO. SUSPENDED CEILING 6 USE APPROPRIATE BASE TIE-IN 5/8" GYPSUM A204 SHEATHING OVERFLOW THRU-WALL SCUPPER WITH MAXIMUM WARRANTY: 20 Years ISSUE / REVISION
ULTRAPLY TPO COATED METAL DETAIL NO. OWNER RAINSCREEN FIRESTONE DATE: TM METAL PANEL ULTRAPLY TPO ACCEPTABLE SYSTEMS: ALL CONTRACTOR 49' - 0" Firestone Building Products Sales: (800- 428-4442 Technical (800) 428-4511 www.firestonebpco.com NOT TO SCALE RGB Overflow Scupper With TPO 5 3 A204 Scale: 6" = 1'-0"
ALUMINIUM WINDOWS TO NOTE: Appd. MATCH EXISTING STEP #1 1. REFER TO FIRESTONE WEBSITE FOR MOST CURRENT USE APPROPRIATE INFORMATION. STEP #2 TERMINATION 2. STEP #1 - APPLY CONTINUOUS BEAD OF FIRESTONE YCS WATER BLOCK CENTERED UNDER FASTENERS. ROUND L ULTRAPLY TPO MEMBRANE 6 WAL ALL METAL CORNERS AND FASTEN METAL SCUPPER WITH A204 APPROPRIATE APPROPRIATE FASTENER 3. STEPFASTENERS. #2 - STRIP IN ALL EXPOSED EDGES OF SCUPPER AS @ 4" (102mm) O.C. MAX L WAL INDICATED WITH 6" ECOWHITE QUICKSEAM FLASHING 45' - 6" STARTING WITH SIDES OF WELDED METAL m) SCUPPER. Drn. m 4. USE AN APPROPRIATE FIRESTONE PRIMER TO CLEAN AND SCUPPER SLEEVE 0.4 (SEE NOTE #2 & #5) " (5 PRIME TPO MATING SURFACES PRIOR TO INSTALLATION RAINSCREEN METAL PANEL (EXT.) 2 Y OF QUICKSEAM 6" STEEL STUDS PL PRODUCTS. CONTINUOUS BEAD IRD 5. SCUPPER MUST BE WELDED METAL SLEEVE W/ 5 1/2" BATT INSUL. (R-19), TH OF FIRESTONE WITH 3" (76 mm) FLANGE. 5/8" GYPSUM SHEATHING, WATERBLOCK
NICHIHA PANEL (INT.) (SEE NOTE #2) 03/13/2020
6" ECOWHITE QUICKSEAM FLASHING 501 7TH STREET CENTERED OVER EDGE OF METAL FLANGE 45 DEGREE PREFINISHED Y (SEE NOTE #3) ROCKFORD, IL 61104 METAL DUST CAP PL
D Date ON SEC 5/8" GWB SOFFIT CAP ON
I RPS Admin Building Clerestory LAT SU N 19-12160 E I USE APPROPRIATE ON E Y SAVE EXISTING STONE PANEL ST AT PL RE R BASE TIE-IN DETAIL FI BST IRST SU F
41' - 4" Project Number N IO REVISION DATE LAT NSU EXISTING CONSTRUCTION E I ON E
Project Status Project ST AT RE R FI BST SU
OVERFLOW THRU-WALL SCUPPER (WELDED SLEEVE) MAXIMUM WARRANTY: 20 Years INSTALLATION STEPS 1 AND 2 ISSUE / REVISION DETAIL NO. FIRESTONE DATE: ULTRAPLY TM TPO ACCEPTABLE SYSTEMS: ALL Firestone Building Products Sales: (800- 428-4442 Technical (800) 428-4511 www.firestonebpco.com NOT TO SCALE Sheet No:
Wall Section @ 5th Floor Overflow Scupper Welded Sleeve 1 4 A311 Scale: 3/4" = 1'-0" Scale: 6" = 1'-0" WALL SECTIONS WALL 3/26/2020 4:03:50 PM H
ALUMINIUM DOOR TO MATCH EXISTING WINDOWS
EXIST. STONE SILL (815) 229-8222 4000 Morsay Drive Rockford, IL 61107 IL Rockford,
2 (815) 229-8218 FAX: A312 NEW STONE SIDEWALL
GUIDE RAILS W/
GLASS PANELS www.bradleyandbradley.com Bradley & Bradley Architects, & Bradley P.C. Bradley
RAINSCREEN 3'-6" PARAPET ROOF PAVERS EXIST. FLOOR
TR. 2x 60 MIL TPO MEMBRANE ALUMINUM THRESHOLD FASTENED ROOFING SYSTEM EXIST. BEAM 2) LAYERS OF 2.6" (R-15) ROOF INSUL. (R-30 TOTAL) 56' - 0"
SEE STRUCTURAL
H 1.5B24 36/3 ROOF 3 DECK A312 NEW STONE SIDEWALL
SEE STRUCTURAL ALUMINUM COUNTERFLASHING THRESHOLD SET IN SEALANT 52' - 8" OVER FLASHING FLASHING UP & OVER EXIST. FLOOR METAL CUT EXIST. STONE PANEL FOR EXISTING CONC. FLOOR CEILING SYSTEM NEW JOIST
ALUMINIUM WINDOWS TO NEW JOIST, SEE STRUCTURAL MATCH EXISTING NEW ANGLE, SEE STRUCTURAL 50' - 11" RELOCATE SPRINKLER HEAD TO SUSPENDED CEILING EXIST. BEAM 5/8" GYPSUM SHEATHING ARCHITECT BONDINGCO. RAINSCREEN METAL PANEL
49' - 0" OWNER CONTRACTOR RGB
ALUMINIUM WINDOWS TO Detail @ 5th Floor Door MATCH EXISTING 3 Scale: 1 1/2" = 1'-0" Appd. YCS
45' - 6"
RAINSCREEN METAL PANEL (EXT.) 6" STEEL STUDS W/ 5 1/2" BATT INSUL. (R-19), Drn. 5/8" GYPSUM SHEATHING, NICHIHA PANEL (INT.)
45 DEGREE PAINTED BRAKE METAL DUST CAP 03/13/2020 501 7TH STREET 5/8" GWB SOFFIT CAP ROCKFORD, IL 61104 Date 3'-6" SAVE EXISTING STONE PANEL ABOVE PAVERS
1 1/2" O.D. GUIDE RPS Admin Building Clerestory
RAILING 19-12160
RAINSCREEN PARAPET EXISTING CONSTRUCTION
ROOF PAVERS Project Number REVISION DATE
60 MIL TPO MEMBRANE
Project Status Project FASTENED ROOFING SYSTEM 2) LAYERS OF 2.6" (R-15) ROOF INSUL. (R-30 TOTAL)
Sheet No:
Wall Section @ Walk Out Detail @ Guardrail Location A312 1 2
Scale: 3/4" = 1'-0" Scale: 1 1/2" = 1'-0" SECTIONS WALL 3/26/2020 4:03:55 PM D
ALUMINIUM WINDOWS TO MATCH EXISTING
EXIST. STONE SILL
EXIST. STRUCT. (815) 229-8222 4000 Morsay Drive Rockford, IL 61107 IL Rockford, FAX: (815) (815) 229-8218 FAX:
24" MIN FLASHING OVER 5/8" GYPSUM SHEATHING
RAINSCREEN METAL PANEL www.bradleyandbradley.com EXIST. FLOOR Bradley & Bradley Architects, & Bradley P.C. Bradley NEW 3 1/2" INSULATION (R-15) IN EXIST. STUD WALLS 60 MIL TPO MEMBRANE EXIST. BEAM FASTENED ROOFING SYSTEM 56' - 0" 2) LAYERS OF 2.6" (R-15) ROOF INSUL. (R-30 TOTAL)
ROOF DRAIN, SEE DETAIL 1/4" PER 12" SEE STRUCTURAL 2/A311
1.5B24 36/3 ROOF DECK
SEE STRUCTURAL
METAL CEILING SYSTEM CUT EXIST. STONE PANEL FOR NEW JOIST NEW JOIST, SEE STRUCTURAL
NEW ANGLE, SEE STRUCTURAL ALUMINIUM WINDOWS TO MATCH EXISTING RELOCATE SPRINKLER HEAD TO SUSPENDED CEILING 5/8" GYPSUM SHEATHING ARCHITECT BONDINGCO. OWNER CONTRACTOR Checker Appd.
RAINSCREEN METAL PANEL (EXT.)
SHEEP 6" STEEL STUDS Author TONGUE W/ 5 1/2" BATT INSUL. (R-19), 6" STEEL STUDS 5/8" GYPSUM SHEATHING, NICHIHA PANEL (INT.)
45 DEGREE PREFINISHED Drn. METAL DUST CAP 1'-0"
5/8" GWB SOFFIT CAP 03/13/2020 501 7TH STREET SAVE EXISTING STONE PANEL ROCKFORD, IL 61104 Date 41' - 4"
EXISTING CONSTRUCTION RPS Admin Building Clerestory 19-12160 Project Number REVISION DATE Project Status Project
Sheet No: Wall Section @ 5th Floor @ Roof Drain 1 A313 Scale: 3/4" = 1'-0" WALL SECTIONS WALL 3/26/2020 4:03:58 PM 3/26/2020 4:04:04 PM Project Status 8 4 1 300 POUNDS PER LINEAL PER 300 FOOT POUNDS RESIST TO OF DECK AFORCE THE TO SECURELY ANCHORED ALL NAILERSNOTE: BE TO TREATED ALL BLOCKINGBE PRESSURE TO Roof Equipment CurbDetail Equipment Roof Roof Drain Roof Vent Power Scale: Scale: Scale: 3" =1'-0" 12" = 1'-0" = 12" 1'-0" = 1/2" 1 8" MIN.
8" MIN. CENTERED OVER SEAM EDGE. FLASHING MUST OF FLASHINGEXTEND MUST 3" BEYOND EDGE EDGE. SEAM OVER CENTERED A LAYER ULTRAPLY OR ULTRAPLY OF TPO FLASHING TPO (UNSUPPORTED) B. IF IS IN FIELDS EDGE 18" 9" WITH SEAM TO DRAIN OF COMPRESSIO REQUIRED. ISA. IF RING, TAR EDGE TPO DRAIN9" OF WITHIN SEAM COMPRESSION AREASUMP FIELD SEAM REQUIREMENTS -DRILL IF DRAINSREPLACE AND BOLTS NECESSARY. TAP BROKEN AND DRAIN COMPONENTS. BROKEN -REPAIRREPLACE OR BOWL METAL EXISTINGTO -REMOVE FLASHING DOWN 4. APPLICATIONS: IN REROOF DRAINS. LARGER MIN. PER4"DRAIN.10 OF TUBE OZ ADDITIONAL USE W 3. WATERBLOCK SURFACE. BONDING 2. INSULATION DRAIN BE APPROPRIATE TO TO INSULATION WI ADJACENT PIPE. THELEADER THE DIAMETER OF THAN BESMALLER NOT SHOULD EXTEND 1/2" A MINIMUM OF SHOULD BEYOND CLAM 1. IN HOLE MEMBRANE NOTES: 4" MIN XSIGSBTAEEXISTING SUBSTRATE EXISTING SUBSTRATE STRAINER BASKET (ADHERED SYSTEM ONLY) (ADHERED ADHESIVE BONDING FULLYNEW ADHERED MEMBRANE OFWATERBLOCK BEAD CONTINUOUS RING COMPRESSION 4" EXISTING SUBSTRATE INSULATION NEW
EXISTING SUBSTRATE SPECIFICATIONSPER FASTEN ALL JOINTS, STAGGER - R-30 RIGID INSULATION 6"± ADHESIVE BONDING W/ FULLY ADHERED MEMBRANE FLASHING RE-INSTALLED AS REQ'D. AND REMOVED EXISTING FLASHING BE TO EXHAUSTMETAL COVER FAN MEMBRANE FULLYNEW ADHERED FLASHING REQ'D AS CURB EQUIPMENT EXISTINGRESET NEW OR (ADHESIVE SYSTEM ONLY) CLIP SECUREMENT EQ MECH. FASTENER 12"FASTENER o.c. GROMMETED METAL EXTENDER FLASHINGMETAL BONDING ADHESIVE BONDING NEW FULLYNEW ADHERED MEMBRANE N RING, HEAT WELD GET PATCH GET ATER BLOCK FOR BLOCK ATER TH TH APPROPRIATE PING RING AND MEMBRANE ADHERED FULLYNEW MEMBRANE SUMP. BILCO TYPEGSROOF SCUTTLE OR EQUAL 9 5 2 Roof Hatch Detail Hatch Roof
Scale: 8" 2'-6" FRAME OPENING LENGTH Roof to Wall Counterflashing Wall to Roof (IfApplicable)Pipe Penetration Scale: Scale: XSIGSBTAEEXISTING SUBSTRATE EXISTING SUBSTRATE INSULATION NEW 1" =1'-0" 3'-1" OVERALL SUBSTRATE WALLS/CURBS 3" =1'-0" 3" =1'-0"
ROUND PENETRATION USE APPROPRIATE BASE USE METAL COUNTER FLASHING BY3" MIN. COUNTER OTHERS METAL USE APPROPRIATE BONDING ADHESIVE APPROPRIATE BONDING USE FULLYNEW ADHERED MEMBRANE 3 NOTE SEE FACE 12" @ MAX.APPROPRIATE FASTENER O.C. AP SEALANT OF BEAD CONTINOUS 12"MAX APPROPRIATE FASTENER O.C. WATERBLOCK BEAD CONTINOUS SEALANT HIGH GRADE OR AP SEALANT OF BEAD CONTINOUS TIE-IN
1'-8" 3'-0" FRAME OPENING WIDTH INSULATION NEW SYSTEM FLASHING BLICLIP WELDED) FULL (CORNER CAPFLASHING W/ FRAME HASP PADLOCK STRIKELOCK & 3'-7" OVERALL S.S. CLAMPING RING TO FLASHINGBASE TO FLASHING MEMBRANE BONDING ADHESIVEBONDING ONLY) SYSTEM (ADHERED BEAD CONTINOUS PIPE PENETRATION NEW FULLYNEW ADHERED MEMBRANE OF LAPOF SEALANT SECUREMENT DISC SECUREMENT AND FASTENER TAPEALUMINUM 12" 3 1/2" 7 3/8" 7 HOLD OPEN ARM OPEN HOLD VINYLRED GRIP BRACKET GUIDE ARM HASP PADLOCK INSIDE W/ HANDLE AROUND COVER) (ALL GASKET HASP PADLOCK W/ OUTSIDE HANDLE 2 1/4" TO BEEFFECTIVE.TO TERMINATION MOUNTED SURFACE AND MANITAINED IN ORDER FOR ANY BEWATERPROOFED MUST CURBS WALLS/ OF10RATE LINEAR TUBE. FEETPER APPLIED BLOCK AT THE 4. WATER RECOMMENDATIONS. SMACNA ACCORDANCE WITH CURRENT IN 3. INSTALL WORK METAL EDGE. LOWER HEMMED WITH FORMED .032"STEEL OR MIN. ALUMINUM PRE-FINISHEDSHALL BE24 GAUGE COUNTERFLASHING 2. METAL SEALANT REQUIRED. COUNTERFLASHING AND OF MAINTENANCE 1. REGULAR NOTES: SECTION 3 Roof Plumbing Vent Scale: NEW INSULATIONNEW EXISTING SUBSTRATE 3" =1'-0"
8 INCHES MIN. 6 Roof to Wall Expansion Joint Expansion Wall to Roof Scale: INSULATION FIBERBOARD RIGID 1" SPRINGS COMPRESSION AND TUBES COMPOSITE REINFORCED LIFTING MECHANISM W/ PINTLE HINGE BUTYL SEALANT INSULATION COVER 1" THICK FIBERGLASS (CLEAR) DOME POLYCARBONATE COVER FRAME EXTRUDED ALUMINUM WALL/CURB
3" =1'-0" PER MFR.
PENETRATION 2" MAX. EXISTING SUBSTRATE NEW INSULATIONNEW ROOF SURFACE 10 ABOVE THE OR DECK 42" USE APPROPRIATE TERMINATIONUSE SECTIONS ADJOININGGAP Roof Hatch SafetyRailing Detail Hatch Roof Scale: (ADHESIVE SYSTEM ONLY) STRIP ADHESIVECOVER BONDING 12"FASTEN o.c. ADHERED EPDM MEMBRANE BILCO TYPERL2-S BIL-GUARD 2.0 TO FLASHINGBASE TO FLASHING MEMBRANE NEW FULLYNEW ADHERED MEMBRANE SYSTEM) (ADHERED ADHESIVE BONDING DISC SECUREMENT AND FASTENER TAPEALUMINUM CAP FULLY MEMBRANE ADHERED 1" =1'-0" NEW EPDMNEW MEMBRANE SLIP FASTENER PLATEAND (ADHESIVE SYSTEM ONLY) ADHESIVE BONDING SPRING HINGES STAINLESS STEEL SELF CLOSING GATE ALLOY ALUMINUM T6 6061 40PIPE 11/4" SCHEDULE IN CORNER BRACKET SINGLEALUMINUM POST CORNER BRACKET SINGLEALUMINUM POST 7 Existing Wall Cap Deta Cap Wall Existing Scale: EXISTING BEAM DECK EXISTING METAL INSUL. (R-30ROOF TOTAL) 2) LAYERS 2.6" OF (R-15) SYSTEMROOFING TPO MEMBRANE FASTENED 60 MIL REINFORCED BLOCKING TR. 2x6's OVER & UP MEMBRANE ROOF 1 1/2" = 1'-0" = 1/2" 1 SCUTTLE HINGE SIDE HINGE SCUTTLE M il @ 4th Floor Roof il @4thFloor EXISTING STONE EXISTING BLOCKING 2x TR. CUT NEW TR.NEW 2x6's METAL COPING ADHESIVE BONDING SUPPORTS POST ALUMINUM COVER PIN STAINLESS STEEL W/ LATCH GATE CAST ALUMINUM GATE SELF CLOSING ALLOYALUMINUM PIPE IN 6061 T6 40 1 1/4"SCHEDULE BRACKET CORNER POST SINGLEALUMINUM BRACKET CORNER POST SINGLEALUMINUM
ROOF DETAILS RPS Admin Building Clerestory Bradley & Bradley Architects, P.C. REVISION DATE Sheet No:
A503 4000 Morsay Drive 501 7TH STREET OWNER ARCHITECT Rockford, IL 61107 (815) 229-8222 ROCKFORD, IL 61104 FAX: (815) 229-8218 19-12160 03/13/2020 YCS RGB CONTRACTOR BONDING CO. Project Number Date Drn. Appd. www.bradleyandbradley.com 3/26/2020 4:05:12 PM Project Status 2 1 VIEW FROM ROOF PATIO ROOF FROM VIEW FLOOR FOURTH FROM VIEW Scale: Scale: 3 VIEW FROM SECOND FLOOR SECOND FROM VIEW Scale:
3D VIEWS RPS Admin Building Clerestory Bradley & Bradley Architects, P.C. REVISION DATE Sheet No:
A901 4000 Morsay Drive 501 7TH STREET OWNER ARCHITECT Rockford, IL 61107 (815) 229-8222 ROCKFORD, IL 61104 FAX: (815) 229-8218 19-12160 03/13/2020 YCS RGB CONTRACTOR BONDING CO. Project Number Date Drn. Appd. www.bradleyandbradley.com