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HomeMy WebLinkAboutSpecifications, Wall Sections & DetailsVA flICI a- ICI F L H I IhAETRIC O SEAL THE WINDOW FRAME T R OPENING. APPLY A 3/" NOM. DIA. TO THE BACKSIDE (INTERIOR) OF THE WINDOW FLANGE, IN LINE WITH ANY PRE -PUNCHED HOLES OR SLOTS. SEALANT (5)JAMB FLASHING EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING. EXTEND JAMB FLASHING 8 Y2" ABOVE ROUGH OPENING AT HEAD. TUCK TOP OF J THE FLAP OF WRB AT AMB FLASHING UNDER THE HEAD. SEE DIAGRAM. ( JAMB FLASHING APPLY CONT. SEAL TO THE MOUNTING FLANGES AT THE TOP (HEAD) AND SIDES (JAMBS) OF WINDOW. EXTEND SEALANT AT JAMBS 8 Y2" ABOVE THE R.O. AT HEAD. EMBED JAMB FLASHING INTO SEALANT AND FASTEN IN PLACE. (FLASHING GOES OVER SEALANT). SECURE WRB AT HEAD FLASHING AT HEAD EXTENDS 1" BEYOND JAMB FLASHING. =HEAD FLASHING EMBED BOTTOM OF THE HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT (FLASHING GOES OVER SEALANT). EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN PLACE. i i WINDOW FLASHING SECTION. SEE DETAIL ON T2-1 i i i i i i i i i J -rA1 A0.1T \ SILL FLASHING \ SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, 8 i PLUMB, AND LEVEL CONDITION. USE CORROSION O RESISTANT FASTENERS. FASTEN WINDOWS PER WINDOW MANUFACTURER SPECIFICATIONS. cur WEATHER RESISTANT BARRIER (WRB UNE,;�I AT A 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A DIAGONAL. GENTLY RAISE THE i TOP EDGE OF THE BARRIER UP AND TAPE THE i TOP CORNERS AND CENTER TO THE EXTERIOR / WRB SURFACE ABOVE. i INTERIOR VIEW TOP LEFT CORNER OF WINDOW VA-,v!INI)�al�l FLAFIINU �ENk E P.AL N�TE` 1. WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. 2. ALL FLASHING WILL BE SELF ADHEARING AND ROLLED SMOOTH & FLAT WITH A J-ROLLER. F L A F I Ida STEPS: O IN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL & WORKING TOWARDS THE TOP, INSTALL THE WRB TO THE FACE OF THE SHEATHING. O APPLY SILL FLASHING THROUGH WINDOW OPENING AND DOWN WALL; THEN APPLY JAMB FLASHING THROUGH WINDOW OPENING AND ACROSS WALL; CREATING A FULLY FLASHED WINDOW ROUGH OPENING. O APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE & SET WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION. ® APPLY BEAD OF SEALANT AT SIDE JAMBS. EXTEND 8" O APPLY JAMB FLASHING ©APPLY BEAD OF SEALANT AT HEAD O APPLY HEAD FLASHING ®REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING WRB TO LAY FLAT OVER HEAD FLASHING. APPLY NEW SHEATHING TAPE OVER DIAGONAL CUT - SEE DIAGRAM. NOTE: STEPS 4 AND 6 ARE NOT REQUIRED WHEN USING SELF -ADHERING TYPE FLASHING I N W AS E T I N SEALANT BEAD BEHIND MOUNTING FLANGE. THROUGH WINDOW JAMB II ��----- - - - - - - - - - - - - WRB FLASHING WALL TYPE..j SEALANT BEAD BETWEEN FLASHING AND MOUNTING FLANGE. 3-1/2" SOUND BATE INSULATION 1/2" GYP. BD. EACH SIDE, SMOOTH FINISH 2x4 STUDS AT 16" O.C. 1/2" WATER-RESISTANT GYP, BD, ON BATHROOM/PLUMBING FIXTURE SIDE AT 'A2" ONLY NOTE: ONLY INSTALL GYP. BD. ON ROOM SIDE OF WALL AT CHASE OR ATTIC LOCATIONS 2X SILL PLATE BASE FLOOR Al A n. D 1/2" GYPSUM BOARD AT STAIRS ONLY R-13 KRAFT FACE BAIT n 2x4'S AT 24" O.C. D 1' AIR SPACE CONCRETE WALL D . n 2X TREATED SILL PLATE BASE P/.V3/8GAP CONCRETE SLAB 3-1/2" SOUND BATT INSULATION 1/2' GYP. BD. EACH SIDE, SMOOTH FINISH 2x6 STUDS AT 16" O.C. 1/2" WATER-RESISTANT GYP. BD. ON BATHROOM/PLUMBING FIXTURE SIDE AT "B2' ONLY NOTE ONLY INSTALL GYP, BD. ON ROOM SIDE OF WALL AT CHASE OR ATTIC LOCATIONS �r 2X SILL PLATE BASE FLOOR p _= 1/2" GYPSUM BOARD CONCRETE WALL p =_ == TREATED 2x4'S AT 24" O.C. D _= LAID FLAT WITH 1-1/2" RIGID D == INSULATION BETWEEN == 2X TREATED SILL PLATE _= 3/8" GAP CONCRETE SLAB CONCRETE 1. ALL CONCRETE SHALL HAVE THE FOLLOWING 28 DAY COMPRESSIVE STRENGTHS: FOOTINGS AND WALLS 3000 PSI WITH 2% AIR ENTRAINMENT, W/C=.55 EXTERIOR SLABS 4000 PSI WITH 6% AIR ENTRAINMENT, W45 INTERIOR SLABS 3000 PSI WITH 2% AIR ENTRAINMENT, W/C=.5 2. ALL REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60. ALL WELDED WIRE FABRIC SHALL BE ASTM A-185 WITH YIELD OF 65 KSI. 3. ALL CONCRETE SHALL USE TYPE I PORTLAND CEMENT. 4. PROVIDE SLEEVES FOR ALL OPENINGS IN GRADE BEAMS AND BASEMENT WALLS, TO SEPERATE PIPE FROM CONC. 5. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS AND ACI 347, GUIDE TO FORMWORK FOR CONCRETE. 6. SHEAR KEYS SHALL BE 1 1/2" DEEP AND 3 1/2" WIDE. 7. MINIMUM CONCRETE COVER OVER REINFORCEMENT IS AS FOLLOWS, U.N.O. CONCRETE CAST AGAINST EARTH - 3" CONCRETE EXPOSED TO EARTH OR WEATHER - 2" INTERIOR CONCRETE SLABS - 3/4" 8. AT INTERIOR CONCRETE SLABS, PROVIDE 1" DEEP BY 1/4" WIDE CONTROL JOINTS AT 15'-0" MAXIMUM AND FILL JOINT WITH EPOLITH BY SONNEBORN OR EQUAL TO MATCH SLAB COLOR. 9. ALL REINFORCEMENT SHALL BE PLACED PER THE CONCRETE REINFORCING STEEL INSTITUTE, MANUAL OF STANDARD PRACTICE. w- s 1. ALL SAWN LUMBER, EXCEPT FOR WALL STUDS, SHALL BE NO. 2 SOUTHERN PINE WITH MC=197., WITHOUT CHECKS AND SPLITS. WALL STUDS ARE NO. 2 SPF. 2. ALL ENGINEERED LUMBER, (TJI AND PARALLAM), SHALL BE BY TRUS JOIST MACMILLAN OR EQUAL, AND INSTALLED PER THE MANUFACTURERS RECOMMENDATIONS. 3. ALL STEEL CONNECTORS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE SIMPSON STRONG -TIE CONNECTORS (G185 GALVANIZED MINIMUM) OR EQUAL. ALL STEEL CONNECTORS NOT IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE SIMPSON STRONG -TIE CONNECTORS (G90 GALVANIZED MINIMUM) OR EQUAL. 4. PROVIDE TEMPORARY BRACING UNTIL THE PERMANENT BRACING IS IN PLACE. 5. ALL CONNECTOR PLATES FOR WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH TRUSS PLATE INSTITUTE SPECIFICATIONS. 6. ALL ROOF AND WALL SHEATHING SHALL BE EXPOSURE 1, C-D STRU II APA RATED, WITH PANEL CLIPS. PLYWOOD SHEATHING IS NOT ACCEPTABLE. 7. ALL SOLE PLATES SUPPORTED ON THE FOUNDATION WALL AND CONCRETE SLAB SHALL BE PRESSURE TREATED AS RECOMMENDED BY THE AMERICAN WOOD PRESERVERS INSTITUTE. 8. DESIGN OF WOOD TRUSSES, ENGINEERED LUMBER, ARCHES AND THEIR CONNECTIONS SHALL BE PERFORMED BY A LICENSED ENGINEER IN THE STATE WHERE THE BUILDING IS BUILT. 9. ALL WOOD TRUSSES SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE TRUSS PLATE INSTITUTE, INTERNATIONAL BUILDING CODE AND OSHA. 10. NAILS, SCREWS, AND LAG BOLTS ARE TO HAVE A MINIMUM YIELD STRENGTH AS SPECIFIED IN TABLES 12.3, 9.3, 8.2 AND 11.3 OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. AN 8d NAIL IS .131"0 BY 2 1/2" LONG, 10d NAIL IS .148" 0 BY 3" LONG, AND A 16d NAIL IS .162"0 BY 3 1/2" LONG. 11. ALL INTERIOR NON -LOAD BEARING STUDS SHALL BE 2X4 ® 1'-4". 12. ALL LOAD BEARING WALL CORNERS SHALL HAVE TRIPLE STUDS. 13. ALL NON -LOAD BEARING WALL CORNERS SHALL HAVE DOUBLE STUDS. 14. FOUNDATION PLATES AND SILLS SHALL HAVE A MINIMUM OF 2 BOLTS PER PIECE WITH ONE BOLT LOCATED WITHIN 12" OF EACH END OF EACH PIECE. 15. ALL EXPOSED LUMBER SHALL BE PRESSURE TREATED. FRAMING TYPICAL HEADER SCHEDULE LOAD BEARING WALLS WALL SIZE OPENING SIZE HEADER JAMB 6" STUD LESS THAN 3'-9" 3-2X6 2-2X6 6" STUD 3'-9" TO 5'-0" 3-2X8 2-2X6 6" STUD 5'-0" TO 8'-0" 3-2X12 3-2X6 6" STUD 8'-0" TO 12'-0" 5.25X11.25 PARALLAM 4-2X6 4" STUD LESS THAN 3'-8" 2-2X8 2-20 4" STUD 3'-8" TO 6'-0" 2-2X12 3-2X4 4" STUD 6'-0" TO 10'-0" 3.5X11.25 PARALLAM 3-2X4 4" STUD 10'-0" to 16'-0" 3.5X14 PARALLAM 3-2X4 NON -LOAD BEARING WALLS OPENING SIZE HEADER JAMB LESS THAN 3'-9" 2-2X6 2-2X4 3'-9" TO 8'-0" 2-2X8 2-2X4 8'-0" TO 12'-0" 2-2X12 2-2X4 NOTE: PROVIDE 1/2" PLYWOOD SPACERS IN HEADERS WHERE REQUIRED. TYPICAL LINTEL SCHEDULE OPENING SIZE LINTEL LESS THAN 5'-0" L3x3x5/16 5'-0" TO 7'-0" L4x3x5/16 LLV 7'-0" TO 8'-0" L5x3x5/16 LLV 8'-0" TO 12'-0" 1_60-1 2x3 8 LLV NOTE: ALL STEEL IS TO BE HOT DIP GALVANIZED WITH G90 COATING. 16. THE FOLLOWING NAILING SCHEDULE SHALL BE USED UNLESS NOTED OTHERWISE: CONNECTION NAILING BRIDGING TO JOIST OR TRUSS 2-10d TOP PLATE TO STUD 2-16d STUD TO SOLE PLATE 2-16d END NAIL OR 4-8d TOE NAIL DOUBLE STUDS 1Od AT 12" DOUBLED TOP PLATES 10d AT 8" BUILT UP COLUMNS 10d AT 12" CONTINUOUS HEADER, TWO OR 10d AT 16" ALONG EACH EDGE MORE PIECES ROOF SHEATHING 10d AT 6" ALONG EDGES AND 12" ALONG INTERMEDIATE SUPPORTS FLOOR SHEATHING 8 GAGE SCREW AT 6" ALONG EDGES AND 12" ALONG INTERMEDIATE SUPPORTS WALL SHEATHING 8d AT 6" ALONG EDGES AND 12" ALONG INTERMEDIATE SUPPORTS JOIST TO BEARING PLATE 2-10d TOE NAILS, EACH SIDE GYP. BOARD ON NON -SHEAR WALLS 6d AT 7" ALONG EDGES AND 12" ALONG INTERMEDIATE SUPPORTS 17. ALL PROTRUDING NAILS SHALL BE CLINCHED. 18. IF PANELIZED WALL CONSTRUCTION IS USED, ALL WALL PANELS AND THEIR ATTACHMENT TO THE FOUNDATION SHALL BE DESIGNED BY A LICENSED ENGINEER IN THE STATE WHERE THE BUILDING IS TO BE BUILT. 19. FIRE RETARDENT LUMBER IS TO BE PRESSURE IMPREGNATED SUCH THAT THE LUMBER RECEIVES A NON-COMBUSTIBLE FIRE RATING. MAS 0__ N RI 'ill' 1. ALL MASONRY SHALL HAVE 28 DAY COMPRESSIVE STRENGTHS EQUAL TO 1900 PSI. 2. ALL REINFORCING STEEL (#3 BAR AND LARGER) SHALL BE ASTM A-615 GRADE 60. SPLICE LENGTH SHALL EQUAL 40 BAR DIAMETERS. ALL HORIZONTAL JOINT REINFORCEMENT SHALL BE COLD -DRAWN WIRE COMPLYING WITH ASTM A-82 AND GALVANIZED. 3. ALL MORTAR SHALL BE TYPE S. CHLORIDE ADMIXTURES WILL NOT BE PERMITTED. 4. ALL GROUT SHALL HAVE 28 DAY COMPRESSIVE STRENGTHS EQUAL TO 3000 PSI AND A SLUMP OF 9 INCHES. 5. ALL MASONRY BLOCK SHALL BE PLACED IN A RUNNING BOND PATTERN UNLESS OTHERWISE NOTED. 6. ALL VERTICAL REINFORCEMENT SHALL BE IN GROUTED CELLS. 7. REINFORCEMENT SHALL BE DISCONTINUOUS AT CONTROL JOINTS. 8. ALL REINFORCEMENT SHALL BE CONTINUOUS AT CORNERS. 9. PROVIDE #9 WIRE, TRUSS TYPE, HORIZONTAL JOINT REINFORCEMENT AT 16 INCHES VERTICALLY IN ALL MASONRY BLOCK WALLS. 10 PROVIDE GROUT IN MASONRY BLOCK BELOW ALL BEAMS AND LINTELS. GROUT TWO COURSES BELOW BEARING MEMBER VERTICALLY AND LENGTH OF BEARING MEMBER PLUS V-0" ON EACH SIDE HORIZONTALLY. 11. PROVIDE THE FOLLOWING LINTELS FOR ALL OPENINGS IN BRICK AND BLOCK UNLESS NOTED OTHERWISE: MASONRY BLOCK: GROUTED BOND BEAM WITH 2-#5 BOTTOM FOR SPANS UP TO 6'-4" PRECAST CONCRETE: MULTIPLES OF 4" WIDE, 8" DEEP WITH 1-#5 TOP AND BOTTOM FOR SPANS UP TO 6'-4". TEXTURE TO MATCH ADJACENT MASONRY AND SCORED. CONCRETE TO HAVE COMPRESSIVE STRENGTH OF 3000 PSI. SINGLE ANGLE: PAINTED STEEL ANGLES, SEE SCHEDULE. STEEL 1. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING: ROLLED SHAPES - ASTM A572, GRADE 50 TUBES - ASTM A500, GRADE B 2. ALL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH AISC ALLOWABLE STRESS DESIGN NINTH EDITION. 3. ALL BOLTED CONNECTIONS SHALL BE MADE WITH 3/4" A235 BOLTS. ALL BOLTED CONNECTIONS SHALL BE DESIGNED AS BEARING -TYPE WITH THREADS INCLUDED IN SHEAR PLANE. 4. ALL SHOP AND FIELD WELDS SHALL BE MADE WITH E70 ELECTRODES. 5. ALL STEEL SHALL BE PAINTED. 6. ANCHOR BOLTS SHALL BE A307. 7. STEEL BEAMS BEARING ON CONCRETE SHALL HAVE 4 INCHES MINIMUM BEARING. ARC+IITE T" RAL NOTES 1. VERIFY ALL EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY CONFLICTS PRIOR TO PROCEEDING WITH WORK. 2. THE CONTRACTOR SHALL FILE ALL DRAWINGS FOR PERMIT APPLICATION OR OTHER MATERIALS REQUIRED TO SECURE ANY AND ALL NECESSARY BUILDING PERMITS AS MIGHT BE REQUIRED BY ANY LOCAL ORDINANCES TO PERFORM THIS WORK. 3. THE DRAWINGS ARE NOT TO BE SCALED. FOR INFORMATION CONCERNING EXISTING PARTITIONS, ETC., VERIFICATION MUST BE DONE IN THE FIELD. 4. THE USE OF THE WORDS "PROVIDE" OR "PROVIDED" IN CONNECTION WITH ANY ITEM SPECIFIED, IS INTENDED TO MEAN, UNLESS OTHERWISE NOTED, THAT SUCH SHALL BE FURNISHED AND INSTALLED, FOLLOWING MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS, AND SUPPLYING AND INSTALLING ALL ASSOCIATED ITEMS AND ACCESSORIES AS REQUIRED, AND CONNECTED WHERE SO REQUIRED FOR A COMPLETE INSTALLATION. 5. UPON COMPLETION OF PROJECT, OBTAIN ALL FINAL INSPECTIONS AS REQUIRED BY LOCAL JURISDICTIONS AND FURNISH OWNER WITH EVIDENCE OF ALL SUCH INSPECTIONS AND CERTIFICATES OF OCCUPANCY. 6. UPON COMPLETION OF PROJECT, PROVIDE OWNER WITH ALL INSTRUCTION MANUALS, WARRANTIES OR OTHER DOCUMENTS REQUIRED FOR OPERATION OR MAINTENANCE OF ANY ITEM IN THE CONTRACTORS WORK. 7. THESE CONSTRUCTION NOTES AND/OR DRAWINGS ARE SUPPLIED TO ILLUSTRATE THE DESIGN AND GENERAL TYPE OF CONSTRUCTION DESIRED AND ARE INTENDED TO IMPLY THE FINEST QUALITY OF CONSTRUCTION, MATERIAL AND WORKMANSHIP THROUGHOUT. 8. THE GENERAL CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DRAWINGS ON THE SITE DURING ALL PHASES OF CONSTRUCTION FOR USE OF ALL TRADES. 9. ALL DIMENSIONS ARE TO FINISHED WALL SURFACE, U.N.O. 10. THE CONTRACTOR SHALL PROTECT ALL EXISTING AND NEW MATERIALS AND FINISHES FROM DAMAGE WHICH MAY OCCUR FROM CONSTRUCTION, DEMOLITION, PAINT, DUST, WATER, ETC. ALL SUCH DAMAGE SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE ARCHITECT AND OWNER AT THE CONTRACTOR'S EXPENSE. 11. THE GENERAL CONTRACTOR SHALL PROVIDE A THOROUGH CLEAN-UP AT CLOSE-OUT, INCLUDING VACUUMING AND CLEANING ALL CARPETING. 12. PROVIDE WOOD BLOCKING IN WALLS AS REQUIRED FOR ALL WALL -SUPPORTED ITEMS. SEE DRAWINGS FOR CASEWORK ITEMS. WALL TYPE LE. E6VC� EXISTING WALL TO BE REMOVED EXISTING WALL TO REMAIN NEW STUD WALL WITH 2x4'S AT 16" O.C., AND 1/2" GYPSUM BOARD EACH SIDE, U.N.O. VERIFY LOCATIONS OF SOUND INSULATION WITH OWNER NEW CONCRETE OR CMU WALL rrq ROTTMRnn j COLLIER ARCHITECTS 155 EAST MARKET STREET SUITE 200 INDIANAPOLIS, INDIANA 46204 T 317.721.2724 ROTTMANNCOLLIER.COM R 0 OQ . ....,\STE,QFo -9Z _/-- NO. Z= 9600173 ;* STATE OF qRC ...... Q SCOPE DOCUMENT THESE DOCUMENTS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, DIMENSIONS OF THE BUILDING, MAJOR ARCHITECTURAL ELEMENTS AND TYPE OF STRUCTURAL, MECHANICAL AND ELECTRICAL SYSTEMS. THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT. ON THE BASIS OF THE GENERAL SCOPE INDICATED OR DESCRIBED, TRADE CONTRACTOR SHALL FURNISH ALL ITEMS REQUIRED FOR PROPER EXECUTION AND COMPLETION OF THE WORK O Z O 0 0 Q 0 Z J W 0 2 W EN W Z ZO W0Z'I W 'IZ W Z Z Q aI,IIIN:ll1,, > Q 0 Z (n J W ® O N 2 Q U ML Lu 01 0004�, �dui1 REVISIONS 11-20-2023 CONSTRUCTION SET SPECIFICATIONS PROJECT NO 21117 DATE 11-20-2023 SHEET T2=1 NOTE: INSTALL WEATHERGUARD ICE AND WATER SHIELD TO 24" INSIDE EXTERIOR WALL UNDER FELT, TYPICAL AT ALL EAVES AND GABLES. INSTALL AT ALL VALLEYS AND ROOFS BELOW 4:12 SLOPE TOO. 2x6 FRAMING AT 16' O.C. ROOF SHINGLES TO MATCH EXISTING ON 30# FELT OVER 7/16" APA RATED OSB SHEATHING, 1'-8 1/2" AT HOUSE TYPICAL (NO PLYWOOD) 2'-7" AT GARAGE R-30 UNFACED BATT PREFINISHED ALUMINUM INSULATION DRIP EDGE 4/4x9.25" SMOOTH HARDIETRIM BOARD SOLID (NOT VENTED) HARDIESOFFIT 4/4x5.5" SMOOTH HARDIETRIM BOARD i 2x12'S AT 16" O.C. 1/4" GAP, CAULK 5/8" GYPSUM BOARD, SMOOTH FINISH 7/16" APA RATED EXTERIOR DOUBLE TOP PLATE GRADE PLYWOOD WALL SHEATHING AND WEATHER BARRIER 2x6 STUDS AT 16" O.C. WITH 1/2" GYPSUM BOARD, SMOOTH FINISH SIDING, SEE EXTERIOR ELEVATIONS R-21 KRAFT FACE BATT INSULATION TYPICAL GABTION 3/4" = 1'-0" NOTE: INSTALL WEATHERGUARD ICE AND WATER NOTE: INSTALL WEATHERGUARD ICE AND WATER SHIELD TO 24" INSIDE EXTERIOR WALL UNDER FELT, NOTE: INSTALL WEATHERGUARD ICE AND WATER SHIELD TO 24" INSIDE EXTERIOR WALL UNDER FELT, TYPICAL AT ALL EAVES AND GABLES. INSTALL AT SHIELD TO 24" INSIDE EXTERIOR WALL UNDER FELT, TYPICAL AT ALL EAVES AND GABLES. INSTALL AT ALL VALLEYS AND ROOFS BELOW 4:12 SLOPE TOO. TYPICAL AT ALL EAVES AND GABLES. INSTALL AT ALL VALLEYS AND ROOFS BELOW 4:12 SLOPE TOO. MINIMUM 1" AIR SPACE ALL VALLEYS AND ROOFS BELOW 4:12 SLOPE TOO. MINIMUM 1" AIR SPACE MINIMUM 1" AIR SPACE 2x12'S AT 16" O.C. WITH 2x12 RIDGE v 2x12'S AT 16" O.C. WITH 2x12 RIDGE BEAM 2x12'S AT 16" O.C. WITH 2x12 RIDGE BEAM BEAM 2x4 RAFTER EXTENSIONS 2x4 RAFTER EXTENSIONS 2x4 RAFTER EXTENSIONS ARCHITECTURAL ROOF SHINGLES A 3FELT OVER 7/16" APA RATED OSB SHEATHING , ARCHITECTURAL ROOF SHINGLES ON 30# FELT OVER 7/16" APA RATED OSB SHEATHING, TYPICAL (NO PLYWOOD) ARCHITECTURALROOFO30G, FELT OVER RATSHINGLES SHEATHING, TYPICAL (NO PLYWOOD) TYPICAL (NO PLYWOOD) � 2x8 BLOCKING BETWEEN JOISTS � 2x8 BLOCKING BETWEEN JOISTS 2x8 BLOCKING BETWEEN JOISTS VENTED SMOOTH HARDIESOFFIT, CAULK ALL EDGES VENTED SMOOTH HARDIESOFFIT, CAULK ALL EDGES VENTED SMOOTH HARDIESOFFIT, CAULK ALL EDGES CONT. 2x6 RIPPED AS REQUIRED � 5/8,> GYPSUM BOARD � 5/8" GYPSUM BOARD � 5/8" GYPSUM BOARD CONT. 2x6 RIPPED AS REQUIRED CEILING, SMOOTH FINISH CEILING, SMOOTH FINISH PREFINISHED ALUM. DRIP EDGE CEILING, SMOOTH FINISH PREFINISHED ALUM. DRIP EDGE R-30 UNFACED BATT 111'-3" R-30 UNFACED BATT INSULATION 108'-3 1/4" UNFACED BATT INSULATION JOIST BEARING JOIST BEARING (MATCH EXISTING) NSULATION INSULATION 108-3 1 4" JOIST BEARING HURRICANE TIE AT EACH JOIST HURRICANE TIE AT EACH JOIST HURRICANE TIE AT EACH JOIST (MATCH EXISTING) CONT. 2x6 RIPPED AS REQUIRED DOUBLE TOP PLATE PREFINISHED ALUM. DRIP EDGE DOUBLE TOP PLATE PREFINISHED CONTINUOUS ALUMINUM GUTTER ` DOUBLE TOP PLATE PREFINISHED CONTINUOUS ALUMINUM GUTTER 14 `4 X 7.25" SMOOTH HARDIETRIM BOARD l'—q" AT OW S 1'-8�" AT OW R' U14/4 X 7.25" SMOOTH HARDIETRIM BOARD TE PREFINISHED CONTINUOUS ALUMINUM GUTTER 2 —7 AT LIVING R M 4/4 X 5.5" SMOOTH HARDIETRIM BOARD 2'-7" AT LIVING R M 2x6 STUDS AT 16" O.C. WITH 1 /2" �4/4 X 7.25" SMOOTH HARDIETRIM BOARD 1/4" GAP, CAULK 4/4 X 5.5" SMOOTH HARDIETRIM BOARD GYPSUM BOARD, SMOOTH FINISH 2'-7" 1/4" GAP, CAULK 3/4" APA RATED T&G OSB 4/4 X 5.5SMOOTH HARDIETRIM BOARD " R-21 KRAFT FACE BATT INSULATION (NO ADDITIONAL VAPOR BARRIER) R-21 KRAFT FACE BATT INSULATION FLOOR SHEATHING OVER 14" 1/4" GAP, CAULK SIDING, SEE EXTERIOR ELEVATIONS (NO ADDITIONAL VAPOR BARRIER) SIDING, SEE EXTERIOR ELEVATIONS TJI's AT 16" O.C. 105'-9" 2x6 STUDS AT 16" O.C. WITH 1/2" 7/16" APA RATED EXTERIOR GRADE 7/16" APA RATED EXTERIOR GRADE SECOND FLOOR GYPSUM BOARD, SMOOTH FINISH PLYWOOD WALL SHEATHING AND WEATHER BARRIER 2x6 STUDS AT 16" O.C. WITH 1/2" PLYWOOD WALL SHEATHING AND GYPSUM BOARD, SMOOTH FINISH WEATHER BARRIER RIM JOIST 3/4" APA RATED T&G OSB STARTER STRIP FLOOR SHEATHING OVER 14" 3/4" APA RATED T&G OSB STARTER STRIP 104'-6 1/4" TJI's AT 16" O.C. PATIO WITH EXPANSION JOINT UP AGAINST FLOOR SHEATHING OVER 14" PREFINISHED METAL FLASHING OVER JOIST BEARINGS HOUSE TJI's AT 16" O.C. 4/49.25" HARDIETRIM, DO NOT -I > " jIll 100 —0 CAULK ABOVE 5/8" TYPE "X" GYPSUM DOUBLE TOP PLATE FIRST FLOOR 100'-0" BOARD CEILING ABOVE i i (MATCH EXISTING) FIRST FLOOR GARAGE, SMOOTH FINISH SIDING, SEE EXTERIOR ELEVATIONS (MATCH EXISTING) R-30 UNFACED BATT INSULATION IN JOIST SPACE 7/16' APA RATED EXTERIOR GRADE RIM JOIST PLYWOOD WALL SHEATHING AND 98'-7 3/4" R-15 KRAFT FACE BATT INSULATION WEATHER BARRIER I T.O. WALL 98'-7 3/4" (NO ADDITIONAL VAPOR BARRIER) 5/8" GYPSUM BOARD, T.O. WALL PREFINISHED METAL FLASHING OVER SMOOTH FINISH .° I COVER ALL EXPOSED WOOD WITH 5/8" GYPSUM BOARD, 2x4 STUDS AT 16" O.C. WITH 1/2" >� 4/4x9.25 HARDIETRIM, DO NOT ° 1. ° < . SELF —ADHERED RUBBER FLASHING SMOOTH FINISH BRICK VENEER TO MATCH EXISTING GYPSUM BOARD, SMOOTH FINISH CAULK ABOVE R-19 UNFACED BATT ° .l : .. I, PROTECTED BY PREFINISHED METAL FLASHING, EXTEND UP a 1 ° INSULATION IN JOIST SPACE ° '° R-19 UNFACED BATT � m TREATED 2x8 SILL PLATE ON STAPLED TO SUBFLOOR �. BEHIND SIDING 8" INSULATION IN JOIST SPACE °°:� � 1" MINIMUM AIR SPACE SILL SEALER WITH 1/2" DIA. RIM JOIST STAPLED TO SUBFLOOR c, ANCHOR BOLTS AT 4'-0" O.C. I°'° °. °I 0 Ia. TREATED 2x6 SILL PLATE Z > „ 96 3/4 ° ° 1.< ° TREATED 2x8 SILL PLATE ON SILL ON SILL SEALER WITH 1/2 I 3 0 1 —3 . I SEALER WITH 1/2 DIA. A.B. AT >� DIA. A.B. AT 4'-0O.C. a T.O. CMU� >� 4 —0 O.C. 1 a M FLASHING WITH WEEPS AT <a .v RUBBER WATERPROOFING �, I u 32" O.C. p o . 8" CMU WALL WITH HORIZ JOINT la e BELOW GRADE WITH < of GROUT SOLID BELOW REINFORCEMENT AT 16" O.C., 1" AIR SPACE PROTECTIVE SHEATHING `1 ::::: FLASHING GROUT SOLID 1 1' AIR SPACE I° 2x4 STUDS AT 16" O.C. :I �.° a 9 1/2" REINFORCED CONCRETE WALL . / 4" REINFORCED CONCRETE WITH 1/2" GYPSUM BOARD, SMOOTH FINISH 2x4 STUDS AT 16" O.C.GRADE WITH 1/2" GYPSUM BOARD, 4^ RUBBER WATERPROOFING I SLAB OVER 6 MIL VAPOR GRADE SMOOTH FINISH BELOW GRADE WITH BARRIER ON 4" MIN R-13 KRAFT FACE BATT 01 PROTECTIVE SHEATHING COMPACTED GRANULAR FILL INSULATION a R-13 KRAFT FACE BATT 9 1/2" REINFORCED CONCRETE WALL °M TREATED 2x4 SILL PLATE INSULATION a #4 REBAR AT 48" O.C. 4" CONCRETE SLAB WITH .01: TREATED 2x4 SILL PLATE 6x6 W1.4xW1.4 W.W.F. OVER ...a PEA GRAVEL AS REQUIRED 4" CONCRETE SLAB WITH 6 MIL VAPOR BARRIER ON 6x6 W1.4xW1.4 W.W.F. OVER 1... PEA GRAVEL AS REQUIRED 4" MIN COMPACTED AGGREGATE .: `. CONTINUOUS 8" x 18" 6 MIL VAPOR BARRIER ON ° ° CONCRETE FOOTING WITH 4" MIN COMPACTED AGGREGATE �.'. CONTINUOUS 8" x 18" CONTINUOUS 8" x 16" ° a° 2—#5 S CONTINUOUS a ° CONCRETE FOOTING WITH 2—#5'S CONTINUOUS ° ° ° CONCRETE FOOTING WITH a ° ° ° ° °. 2—#5'S CONTINUOUS 92'-3 3/4 a .°: ... T80'14N . F00 G� a : 89'MIN T.O. FOOTING C°. D a..° � ' ' ' °. T.O. FOOTI N� 0. DRAIN TILE AROUND BASEMENT PERIMETER TO SUMP PIT DRAIN TILE AROUND BASEMENT PERIMETER TO SUMP PIT R IfAif g I-1WALLI-r � I- HOUSE WALL �- II 2 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0$) ROTTMRnn j COLLIER ARCHITECTS 155 EAST MARKET STREET SUITE 200 INDIANAPOLIS, INDIANA 46204 T 317.721.2724 ROTTMANNCOLLIER.COM NO RFo.�Z�i -� Z- 9600173 = ;* STATE OF SCOPE DOCUMENT THESE DOCUMENTS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, DIMENSIONS OF THE BUILDING, MAJOR ARCHITECTURAL ELEMENTS AND TYPE OF STRUCTURAL, MECHANICAL AND ELECTRICAL SYSTEMS. THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT. ON THE BASIS OF THE GENERAL SCOPE INDICATED OR DESCRIBED, TRADE CONTRACTOR SHALL FURNISH ALL ITEMS REQUIRED FOR PROPER EXECUTION AND COMPLETION OF THE WORK 0 O LL. p � O a O Z Q W r� 1 W ir W Z Z W )iII II,iI'IiN il�I , OIL— O Lu Z W � w Q O N N O � Q Z a Z W Q v REVISIONS 11-20-2023 CONSTRUCTION SET WALL SECTIONS PROJECT NO 21117 DATE 11-20-2023 SHEET A4-1 60 MIL LIGHT GRAY TPO ROOF OVER 3/4" APA RATED ROOF SHEATHING REINFORCED CONCRETE ROOFING SYSTEM COVER STRIP OVER LANDING AND STAIRS DRIP EDGE 1 1/2 RIGID INSULATION °ov PREFINISHED METAL DRIP EDGE WITH JOINTS SEALED INSTALL 60 MIL RUBBER o SHEET OVER TOP OF WOOD ° . STRUCTURE AND EXTEND °DOWN o<95'-10 TO BOTTOM OFBRICK LEDGE, SEAL ALL PREFINISHED ALUMINUM GUTTER JOINTS AND EDGES4/4x7.25" HARDIETRIM FASCIA TWO LAYERS 3/4" MARINE 108'-1GRADE PLYWOOD, JOINTS 2x SHIMS ON TOP OF 2x12 B.O. BEAM STAGGERED ROOF JOISTS AT 16" O.C. 3 4" ON JOIST HANGERS 7�3—PLY ° LANDING BEADBOARD CEILING, FINISH TO ° BE SELECTED BY OWNER a 'n CONTINUOUS 2" ALUMINUM 14" DEEP LVL WITH : . VENT AROUND PERIMETER HARDIETRIM WRAP 4" REINFORCED CONCRETE 6x6 TREATED WOOD POST WITH SLAB ILVLIL HARDIETRIM WRAP a _ 94'-1 " Qp 5/8" GYPSUM C, T.O. WALL ee BOARD, SMOOTH F ee co FINISH ' �e ° TREATED 2x4 SILL PLATE TREATED 2x10'S a ON SILL SEALER WITH 1/2" 4/4x7.25" HARDIETRIM BASE, 7"x5" METAL FLASHING CONT. ` AT 16" O.C. 4" DIA. A.B. AT 4'-0' O.C. HELD UP 3/8" OFF PATIO 2x4'S AT 24" O.C. °. oIr R-30 UNFACED a .a SIMPSON STAND—OFF ANCHOR 2x6 BLOCKING BETWEEN JOISTS BATTINSULATION 1 .° 1/2" EXPANSION MATERIAL ROOF SHINGLES ON 30# FELT PATIO AS SELECTED BY OWNER OVER ROOF SHEATHING 12 1 e 1 1 / 2" RIGID INSULATION e CONT. 2x6 RIPPED 8 JOIST HANGER i °. ° ° e TREATED 2x4 STUDS LAID e °. RUBBER WATERPROOFING WITH PROTECTIVE 1 8" PER AS REQUIRED e FLAT AT 16" O.C. WITH e.. SHEATHING FOR FULL FOOT SLOPE 74 eb° e 1/2" GYPSUM BOARD, ada e HEIGHT OF WALL PREFINISHED ALUMINUM SMOOTH FINISH ° DRIP EDGE ° i < e 8" REINFORCED CONCRETE WALL �� �� �� �� �� �� �� 99°-6" 4/4x5.5" HARDIETRIM a P' 9 °. ^ ..°.... a T.O. PIER FASCIA e , , e ° 4" CONCRETE SLAB WITH — 6x6 W1.4xW1.4 W.W.F. OVER a ° h 104'-3 1 /4" 6 MIL VAPOR BARRIER ON ° B.O. JOISTS 4" MIN COMPACTED AGGREGATE , : a .. ° c ° PEA GRAVEL AS REQUIRED a° SOLID HARDIESOFFIT, 4/43.5" HARDIETRIM ° " ° DRAIN TILE AROUND BASEMENT o �.: �° 24" SQUARE CONCRETE PIER CAULK ALL EDGES VENTED HARDIESOFFIT PERIMETER TO SUMP PIT (2) 2x4 CONTINUOUS BRACKET TO MATCH EXISTING a 4/4 HARDIETRIM 4 4x5.5' HARDIETRIM BEHIND BRACKET / CONTINUOUS 8" x 16" CONCRETE FOOTING WITH — °. (4) #5 VERTICAL REBAR WITH #3 BEAM WRAP g" 2—#5'S CONTINUOUS > <. TIES AT 12" O.C. AT EACH O ° COLUMN 2'-7" ° 85'-1" ol T.O. FOOTING e 2'-0" ARA E CANOPY Tlly T!II11E L E - I- V I-Tl�N 3/4" = V-0" 3/4" = V-0" 3/4" = V-0" ROTTMRnn j COLLIER ARCHITECTS 155 EAST MARKET STREET SUITE 200 INDIANAPOLIS, INDIANA 46204 T 317.721.2724 ROTTMANNCOLLIER.COM 9600173 = ;* STATE OF �ND I ANP:'� SCOPE DOCUMENT THESE DOCUMENTS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, DIMENSIONS OF THE BUILDING, MAJOR ARCHITECTURAL ELEMENTS AND TYPE OF STRUCTURAL, MECHANICAL AND ELECTRICAL SYSTEMS. THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT. ON THE BASIS OF THE GENERAL SCOPE INDICATED OR DESCRIBED, TRADE CONTRACTOR SHALL FURNISH ALL ITEMS REQUIRED FOR PROPER EXECUTION AND COMPLETION OF THE WORK O p a o z Q W I� LEI D' ir W Z Z W ,,�,�II:����N�I�� = � 0Z� �> Lu W� �a W Q ' o N N O z a z w Q () REVISIONS 11-20-2023 CONSTRUCTION SET WALL SECTIONS PROJECT NO 21117 DATE 11-20-2023 SHEET A E l�F ( WINDOW GENERAL NOTES: 1. ALL DRAWER PULLS (IF APPLICABLE) TO BE CONTRACTOR SUPPLIED AND 1. WINDOWS AND HARDWARE SHALL MATCH EXISTING AND BE SELECTED BY OWNER. INSTALLED. VERIFY STYLE WITH OWNER PRIOR TO DRILLING HOLES FOR ATTACHMENT. 2. CONTRACTOR TO VERIFY QUANTITIES OF EACH WINDOW. 2. PROVIDE FILLER PANELS AT ALL CASEWORK LOCATIONS BUTTING INTO WALL CONSTRUCTION. MINIMUM FILLER SIZE TO BE 1". MAXIMUM FILLER SIZE 3. ALL GLAZING TO BE CLEAR, ARGON FILLED, LOW-E, UNLESS NOTED OTHERWISE. TO BE 3". FIELD VERIFY. 4. OPERABLE UNITS ARE TO HAVE SCREENS. 3. APPLY COLOR -MATCHED SEALANT AT ALL COUNTERTOP AND BACKSPLASH JUNCTURES AND AROUND PLUMBING FIXTURE JUNCTURES. 5. SEE FLOOR PLANS FOR WINDOWS THAT REQUIRE SAFETY GLAZING. 4. INSTALL CASEWORK AND FINISH CARPENTRY PLUMB, LEVEL, TRUE AND 6. SECOND FLOOR WINDOWS TO HAVE OPENING LIMITER TO ALLOW FOR MAXIMUM STRPJGHT WITH NO DISTORTIONS. 3-3/4" OPENING WHEN ACTIVATED. 5. COMPLY WITH ARCHITECTURAL WOODWORK INSTITUTE (A.W.I.) CURRENT STANDARDS. 7. EACH BEDROOM SHALL HAVE AT LEAST ONE WINDOW THAT MEETS EMERGENCY EGRESS PER CODE. 6. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. 8. SEE TYPICAL WINDOW FLASHING AND WEATHER RESITANT BARRIER DETAILS. 8. PROVIDE WOOD BLOCKING AS REQUIRED IN WALLS FOR ALL WALL -SUPPORTED ITEMS. 9. ALL WINDOWS SHALL RECIEVE CASING TO MATCH EXISTING. 9. CABINETRY TO HAVE SOLID DRAWER AND DOOR CONSTRUCTION BATH M III - H GO** E N E R AL N ATE 1. ALL WALLS SHALL BE SMOOTH FINISH, PAINTED WITH 1 COAT OF TINTED PRIMER 1. ALL CABINETS WITH EXPOSED SIDES SHALL FINISHED END PANELS. AND 1 COAT OF PAINT. SHEEN SELECTED BY OWNER, 2. COUNTERTOPS SHALL BE STONE. STONE TO BE SELECTED BY OWNER. 2. ALL CEILINGS SHALL BE SMOOTH FINISH AND PAINTED WITH 1 COAT OF PRIMER AND 1 COAT OF FLAT PAINT. 3. INSTALL COLOR -MATCHED SEALANT AT ALL COUNTERTOP JOINTS. 3. ALL CABINET COLORS AND STYLES TO BE SELECTED BY OWNER. 4. FINISH AND STYLE OF WOOD CABINETRY TO BE SELECTED BY OWNER. 4. INTALL SCHLUTER OR SIMILAR TRANSITIONS BETWEEN HARD SURFACE FLOORS AND 5. FINISH AND STYLE OF ACCESSORIES TO BE SELECTED BY OWNER. CARPET` 6. INSTALL BLOCKING IN WALL BEHIND TOWEL RINGS, TOWEL BARS AND 5. WHERE DISSIMILAR FLOOR MATERIALS MEET, THEY SHALL DO SO UNDER THE CENTERUNE OF THE DOOR U.N.O. TOILET PAPER HOLDERS. 6. ALL STAINED ITEMS TO RECEIVE A POLYACRYLIC SEMI -GLOSS FINISH. 7. SINK TO BE SELECTED BY OWNER. 7. ALL INTERIOR EXPOSED ITEMS AND SURFACES THROUGHOUT PROJECT ARE TO BE PAINTED, EXCEPT WHERE A SURFACE OR MATERIAL IS SPECIFICALLY INDICATED NOT TO BE PAINTED, IS PREFINISHED, IS STAINED, OR IS TO REMAIN NATURAL. 8. ALL COLORS NOT SELECTED SHALL BE CHOSEN BY OWNER FROM MANUFACTURER'S STANDARD COLORS. WOOD STUDS WITH 9. ALL DOORS SHALL RECEIVE CASING TO MATCH EXISTING. GYP. BD. EA. SIDE 10. ALL WALLS SHALL RECEIVE BASE TO MATCH EXISTING, INCLUDING SHOE MOULDING. CONT. SEALANT ALL JOINTS 11. INSTALL SCHLUTER EDGE TRIM AT ALL EXPOSED EDGES OF TILE IN FINISH TO BE JAMB, SEE SCHEDULE SELECTED BY OWNER. 'WOOD CASING TO MATCH EXISTING El DOOR A I \IU FRAME - WOOD DOOR FRAME GENERAL 1\1 -- T STARTER STRIP EXTERIOR WOOD SHEATHING WOOD STOP - 1/2" GYPSUM BOARD WEATHER RESISTANT BARRIER DOOR AS SCHEDULED 1. WOOD DOOR STYLE AND FINISH TO BE SELECTED BY OWNER. INSULATION ,SIDING, SEE EXTERIOR ELEVATIONS 2. PROVIDE AND INSTALL DOOR HARDWARE AS SELECTED BY OWNER. ALL FINISHES TO BE SELECTED BY OWNER. HEADER, SEE SCHEDULE 1/4" GAP, NO CAULK E: ADD JAMB EXENSIONS AT WALLS WITH TWO LAYERS OF rGSUM 3. HINGE SIDE OF DOOR FRAME SHALL BE LOCATED AT 7" FROM ADJACENT WALL WOOD CASING TO MATCH BOARD. AT CORNERS, UNLESS OTHERWISE NOTED. EXISTING 4. SEE DETAILS ON SHEET A2-1 FOR TYPICAL INTERIOR DOOR DETAILS. SHIM PREFINISHED METAL FLASHING WITH 5. ALL NON -RATED INTERIOR DOORS LEADING TO ROOMS WITH MECHANICALLY DRIP EDGE SUPPLIED AIR SHALL BE UNDERCUT 1" TO ALLOW FOR THE PASSAGE OF RETURN BACKER ROD AND AIR SEALANT BOTH SIDES JAMB 6. ALL GLAZING SHALL BE TEMPERED. HARDIETRIM BOARD, SEE EXTERIOR ELEVATIONS FOR SIZES CONT. SEALANT WINDOW WOOD STUDS WITH GYP. BD. EA. SIDE HEAD HEADER, SEE SCHEDULE WOOD CASING EACH SIDE TO MATCH EXISTING CONT. SEALANT ALL WOOD JOINTS WOOD DOOR FRAME AND TRIM EADER HEADER-,", DOUBLE TOP PLATE-,,, WOOD STOP WINDOW DOOR AS SCHEDULED t7 BACKER ROD AND 11 11 SEALANT BOTH SIDES NOTE: ADD JAMB EXENSIONS AT SEE HEADER SCHEDULE SEE HEADER SCHEDULE SHIM ALL WALLS WITH TWO LAYERS OF GYPSUM BOARD. CONT. SEALANT PREFINISHED METAL FLASHING WITH DRIP EDGE WOOD CASING TO MATCH EXISTING SOLID WOOD BLOCKING HEAD WALL STUDS __--HARDIETRIM BOARD, SEE EXTERIOR 2x WINDOW SILL INSULATION ELEVATIONS FOR SIZES 1/2" GYPSUM BOARD _-� 1 /4" GAP, CAULK WEATHER RESISTANT BARRIER OVER EXTERIOR WOOD SHEATHING SIDING, SEE EXTERIOR ELEVATIONS Fi Um E T A I L -. _ _ �- 1 1 /2" = 1'-0" SILL HEADER -,_,DOUBLE TOP PLATE 1/2" GYPSUM BOARD WOOD CASING TO MATCH JAMB, SEE SCHEDULE WRAP WATERPROOF MEMBRANE 14" PARALLAM EXISTING UP AND OVER TOP OF CURB CONT. SEALANT INSULATION (UNDER FINISH MATERIAL) STONE LEDGE AND APRON OVER 1,000 LB ANCHOR STRAP WINDOW EXTERIOR WOOD SHEATHING FLOOR TILE OVER WATERPROOF 1/2" CEMENT BACKER BOARD 6" (SEALANT ® ALL JOINTS, BOTH TOP PLATE MEMBRANE AND MORTAR BED SIDES). WALL STUDS (SLOPE ® 1/8" PER 1'-0") SHIM STUD WALL BACKER ROD AND SIDING, SEE EXTERIOR ELEVATIONS - --_------_--_--_---- CURB - (3) 2x4 II:;: SEALANT BOTH SIDES - - - - II PRESSURE -TREATED STUDS (CONT.) HARDIETRIM BOARD, SEE10 WEATHER RESISTANT BARRIER EXTERIOR ELEVATIONS FOR �. SIZES 1/4" GAP, CAULK d :: ------- ---------- ... •.a.'�. . '� .i: .i: 1 2 ANCHOR BOLTS TREATED BOTTOM PLATE .:a' •" is i:i iiiiiiii i JAMB ILIa� VAY I N I V VAY CURB ETIL T�I_I �_ IHIER 1 1/2" = F-V-0$) F3" = 1'-0" F3/4" = 1'-0" ROTTMRnn j COLLIER ARCHITECTS 155 EAST MARKET STREET SUITE 200 INDIANAPOLIS, INDIANA 46204 T 317.721.2724 ROTTMANNCOLLIER.COM NO RFo.�Z�i -� Z- 9600173 = ;* STATE OF �ND I ANP:'� )Rc .... G SCOPE DOCUMENT THESE DOCUMENTS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, DIMENSIONS OF THE BUILDING, MAJOR ARCHITECTURAL ELEMENTS AND TYPE OF STRUCTURAL, MECHANICAL AND ELECTRICAL SYSTEMS. THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT. ON THE BASIS OF THE GENERAL SCOPE INDICATED OR DESCRIBED, TRADE CONTRACTOR SHALL FURNISH ALL ITEMS REQUIRED FOR PROPER EXECUTION AND COMPLETION OF THE WORK � O LL. p O a o z Q Ld r'1 LJ ir W Z Z W0Z� ,,�,�I�I���N�I�� La Lu W� �a w > Q O_ N N 0 Z a z W Q U REVISIONS 11-20-2023 CONSTRUCTION SET DETAILS PROJECT NO 21117 DATE 11-20-2023 SHEET