Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
89 West 2nd Street RES19-0043 Old DRWGS
C\Users\Bill Shields\Google Driv, C:\Users\Bill Shields\Google Driv C:\Users\Bill Shields\Google Driv, C:\Users\Bill Shields\Google Driv C\Users\Bill Shields\Google Driv 12 5F FRONT ELEVATION "A" I HIP ROOF SCALE: 1/4" =1'-0" OPTIONAL CRAFTSMAN GARAGE DOOR CONTRACTOR MUST VERIFY ALL DIMENSIONS NOTE: OPTIONAL HARDIEBOARD SHAKE OR BRICK FINISH, SIDING (TYP.) 27'-0 5/8" TOP OF ROOF _FIBERGLASS SHINGLES (TYP.) 12 15 OPTIONAL SHUTTERS (TYP.) OPTIONAL HARDIE SHAKE 18'-6114" BEARING HEIGHT TO 6"X6" (TYP.) 4" HARDIE TRIM (TYP.) 10'-5118" 2ND FLOOR V-11/8" BEARING HEIGHT 0'-0" FINISHED FLOOR bUALt: 114" = Y -U C:\Users\Bill Shields\Google Drive\1-Drawings\JWB Construction Group\1967D-9-8 89-9S 2nd Street Atl Bch\2018-04-26 1967D-9-8-4BR-2.5BA 2 CAR.dwg, 4/27/2018 4:11:30 PM 9" 1I`— P.T. 216" TRIM WOOD OLUMN 6"X6" NISHED P.T. 2" " TRIM 9.. 6"X6" WOOD C LUMN DETAIL SCALE: 1/2" =1'-0" 11" P.T. 2" " TRIM .n WOOD 8118111 N I P.T. 2" T "TRIM 11" 8"78" WOOD C LUMN DETAIL SCALE: 1/2" =1'-0" J U ■ "T - U LU ■ �.. M -I w Ll CL m 1 C=1 .-C � ( nQ) U 1 d - N Q O w Z Ol p r^ ` O ap o 0 x bUALt: 114" = Y -U C:\Users\Bill Shields\Google Drive\1-Drawings\JWB Construction Group\1967D-9-8 89-9S 2nd Street Atl Bch\2018-04-26 1967D-9-8-4BR-2.5BA 2 CAR.dwg, 4/27/2018 4:11:30 PM 9" 1I`— P.T. 216" TRIM WOOD OLUMN 6"X6" NISHED P.T. 2" " TRIM 9.. 6"X6" WOOD C LUMN DETAIL SCALE: 1/2" =1'-0" 11" P.T. 2" " TRIM .n WOOD 8118111 N I P.T. 2" T "TRIM 11" 8"78" WOOD C LUMN DETAIL SCALE: 1/2" =1'-0" STONE TAPER D COLUMN DETA L SCALE: 1/2" =1'-0" WINDOW TRIM: TOP - 2" AND 6" SIDES AND BOTTOM - 6" OPTIONAL WINDQW TRIM SCALE: 1/2" = 1'4 J U ■ "T - STONE TAPER D COLUMN DETA L SCALE: 1/2" =1'-0" WINDOW TRIM: TOP - 2" AND 6" SIDES AND BOTTOM - 6" OPTIONAL WINDQW TRIM SCALE: 1/2" = 1'4 0 0 Date 04-26-18 Scale AS SHOWN Job 1967D-9/8 Sheet A2. 1 J U >< "T - U LU ■ �.. M -I w Ll CL m C ULn C=1 .-C � ( nQ) U d - N Q O w Z Ol p r^ ` O ap o 0 x v � !" 4-J � Cl- Lj N ■ — > F— LU Uj � w L O O z rvoo o Ln Cn z Ln O�N 00 � 0 0 Date 04-26-18 Scale AS SHOWN Job 1967D-9/8 Sheet A2. 1 t1i U N ■ �.. M C (P -j En Ll 'C3 C ULn C=1 .-C � ( nQ) d - N Q O w Z Ol E r^ ` ap o 0 x v � !" 4-J � Cl- Lj ■ — N O rvoo o z Ln O�N � H J fu LL i.0 C Ul) d- V1 -Nd CL (o OM rn U `° m 3: 0 0 Date 04-26-18 Scale AS SHOWN Job 1967D-9/8 Sheet A2. 1 4' OFF -RIDGE VENT OPTIONAL GABLE -i T� -� -�� > 12 FIBERGLASS SHINGLES 12 5(— 1 r7 11- I - -- - - - - - - - L i I _ I I T �- =II 4" HARDIE TRIM (TYP.) 12 5 I LEFT SIDE ELEVATION SCALE: 114" =1'-011 C:\Users\Bill Shields\Google Drive\1-Drawings\JWB Construction Group\1967D-9-8 89-95 2nd Street Atl Bch\2018-04-26 1967D-9-8-4BR-2.5BA 2 CAR.dwg, 4/27/2018 4:11:34 PM 4' OFF -RIDGE VENT FIBERGLASS SHINGLES 12 TJ i ' OPTIONAL GABLE 5 12i I , 4" HARDIE TRIM (TYP.) 12 5 NOTE: OPTIONAL HARDIEBOARD LAP SIDING, HARDIEBOARD SHAKE OR BRICK FINISH. 27'-0 518" TOP OF ROOF 18'-6114" BEARING HEIGHT 10'-5118" 2ND FLOOR 9'-1118" BEARING HEIGHT 0'-0" FINISHED FLOOR 27'-0 518" TOP OF ROOF 18'-6114" BEARING HEIGHT 12 10'•5118" 2ND FLOOR 5 9'-1118" BEARING HEIGHT 0'-0" FINISHED FLOOR in, 10" MIN. -51 STAIR DETAIL SCALE :1112" = V-0" TO REJECT P OF 4" SPf '-TOP OF FINISH FLOOR GUARDRAIL DETAIL SCALE :1112" =1'-0" W CDQ W N a W d 0- F- 0- !n N W N "31� Ceo 0 Ln Q) m C) r -i -Q) lD . Ln L- U') N _ '> C -r- U CL(13 M J M U— w —J � Q w m U 0 N Lnw z � L z O Q J C) Ln CL m 0 2-- Date W N C1. Ln Job 1967D-9/8 Sheet ok 00 fa W CDQ W N a W d 0- F- 0- !n N W N "31� Ceo 0 Ln Q) m C) r -i -Q) lD . Ln L- U') N _ '> C -r- U CL(13 M V'NOn ■� M E A -- C3 J � Date 04-26-18 Scale AS SHOWN Job 1967D-9/8 Sheet (� fa V / 1 m S� Q E Q O W G71 AGE(, E o E � a� X -0 U) - a u, � N W CDQ W N a W d 0- F- 0- !n N W N "31� Ceo 0 Ln Q) m C) r -i -Q) lD . Ln L- U') N _ '> C -r- U CL(13 M A2.2 A -- Date 04-26-18 Scale AS SHOWN Job 1967D-9/8 Sheet A2.2 TYPE "C" FLASHING (WHERE EXTERIOR BUILDING PANELS JOIN HORIZONTALLY) TYPE "B" FLASHING FIBERGLASS SHINGLES ON (WHERE CHIMNEYS AND 15# FELT OVER 7116" O.S.B. WALLS MEET ROOF) WITH 112" CLIPS PRE-ENGINEERED TRUSS ROOF SYSTEM 2X BLOCKING* 12 SEE FIRE CAULKED* RP ELEV. /-TYPE "A" FLASHING R-38 INSULATION 518" GYP. BOARD DOUBLE 2X TOP PLATE WITH/ APPROVED HURRICANE �/ ANCHOR AT ENDS OF EACH TRUSS *IF WITHIN Y OF PROPERTY LINE, FIRE BLOCK AND FIRE CAULK BETWEEN TRUSSES TO BOTTOM OF ROOF DECK DRYWALL OR OTHER FINISH MATERIAL IF APPLICABLE 16" FLOOR TRUSS R-30 INSULATION 518" GYP. BOARD DRYWALL OR OTHER FINISH MATERIAL IF APPLICABLE FASCIA STYLE PER BUILDER 1'4" UNLESS VINYL SOFFIT (TYP.) OTHERWISE NOTED R13 INSULATION 2"74" FRAMING (TYP.) 2ND FLOOR BEARING HEIGHT R13 INSULATION 2"14" FRAMING (TYP.) SEE ELEVATIONS FOR EXTERIOR FINISH MATERIAL NOTE: THIS WALL SECTION IS FOR AESTHETIC PURPOSES ONLY, VERIFY ALL CONDITIONS SHOWN WITH BUILDER, SEE STRUCTURAL PLANS FOR CONNECTIONS AND TIE DOWN INFORMATION. SCALE :1" =1'-0" -1 11-1 �; C:\Users\Bill Shields\Google Drive\1-Drawings\JWB Construction Group\1967D-9-8 89-95 2nd Street Atl Bch\2018-04-26 1967D-9-8-4BR-2.SBA 2 CAR.dwg, 4/27/2018 4:11:36 PM FIBERGLASS SHINGLE ROOFING OVER UNDERLAYMENT INSTALL SHINGLES OVER ORV VENT %FLANGE AT HEAD / GALVANIZED METAL ORV WITH BAFFLE SET IN PLASTIC ROOF CEMENT OR SEALANT SCREEN INSTALL ORV FLANGE OVER 9�-�SHINGLES AT BASE 7116" OSB OVER / PRE-ENGINEERED WOOD-/ TRUSSES OFF RIDGE VENT DETAIL NOT TO SCALE APPROVED WEATHER BARRIER OVER USI INSTALL 4" WIDE SELF-ADHERINC MEMBRANE FLASHING OVERLAPPING DOOR FRAME BY 114" AND 1" BEYOND DOOR JAMB INSTALL 4" WIDE SELF -ADHERING MEMBRANE FLASHING OVERLAPPING DOOR FRAME BY 114" CUT WEATHER BARRIER IN AND AROUNDJAMBS SET THRESHOLD IN BED OF SEALANT DOOR FLASHING INSTALLATION AND DETAIL SCALE: N.T.S. GENERAL NOTES: 1. PARKING BUMPER (IF REQUIRED) MUST BE INSTALLED BEFORE C.O. 2.518" TYPE "X' GYP, BOARD REQUIRED ON CEILING OF GARAGE WHERE HABITAL SPACE IS ABOVE PER FBC R302.6, 3. HVAC PENETRATING RATED ASSEMBLIES TO COMPLY WITH FBC R302.5. 4. UNDER STAIR PROTECTION TO COMPLY WITH FBC R302.7 (IF ACCESSIBLE). GUARDRAIL NOTE: DEPENDING ON FIELD CONDITIONS, DIMENSIONS MAY VARY BUT MUST COMPLY WITH FLORIDA BUILDING CODES R312,1 -R312.2 FOR GUARDRAIL REQUIREMENTS AND OPENINGS, *HEIGHT SHALL BE 36" MIN. WHEN PORCH, BALCONY OR RAISED FLOOR EXCEEDS 30" ABOVE FLOOR OR GRADE AND SHALL BE 34" ON OPEN SIDES OF STAIRS THAT EXCEED 30" OR MORE ABOVE: FLOOR OR GRADE. *OPENINGS SHALL HAVE INTERMEDIATE RAILS OR CLOSURES WHICH DO NOT ALLOW PASSAGE OF SPHERE 4" OR GREATER IN DIAMETER. REQUIRED GUARD RAILS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW SPHERE GREATER THAN 4-318" IN DIAMETER TO PASS THROUGH. HANDRAIL NOTE: DEPENDING ON FIELD CONDITIONS, DIMENSIONS MAY VARY BUT MUST COMPLY WITH FLORIDA BUILDING CODES R311.5.6 -R311.5.6.3 FOR HANDRAIL HEIGHT CONTINUITY AND SIZE. *HEIGHT: MUST BE BETWEEN 34.38" MEASURED VERTICALLY FROM SLOPED PLANE. *CONTINUITY: HANDRAIL MUST BE CONTINUOUS THROUGH FULL LENGTH OF FLIGHT FROM POINT DIRECTLY ABOVE HIGHEST RISER TO POINT DIRECTLY ABOVE LOWEST RISER. HANDRAIL ENDS SHOULD TERMINATE IN NEWEL POSTS OR SAFETY TERMINAL OR RETURN TO WALL, HANDRAILS SHALL BE ALLOWED TO BE INTERRUPTED BY NEWEL POSTS. *SIZE: SHALL HAVE OUTSIDE DIAMETER BETWEEN 1.114"-2" IF CIRCULAR. SHALL HAVE BETWEEN 4.6" PERIMETER IF NOT CIRCULAR. STAIR NOTE: DEPENDING ON FIELD CONDITIONS, DIMENSIONS MAY VARY BUT MUST COMPLY WITH FLORIDA BUILDING CODES R311,5.1 -R311.5.5 FOR TREAD DEPTH, RISER HEIGHTS AND STAIR WIDTHS. *RISERS: 7.314" MAXIMUM WITH NO MORE THAN 318" DIFFERENCE BETWEEN HIGHEST AND LOWEST RISER. TREADS: 10" MINIMUM DEPTH WITH NO MORE THAN 318" DIFFERENCE BETWEEN LONGEST AND SHORTEST TREAD, THE SUM OF 2 TREADS AND 1 RISER TO BE NOT LESS THAN 24" AND NOT MORE THAN 25". VALLEY SHINGLE INSTALLATION: INSTALL SHINGLES USING WEAVE METHOD 1. EXTEND (1) FULL END SHINGLE MINIMUM 12" PAST CENTER LINE OF VALLEY. SEE MANUFACTURERS WRITTEN INSTRUCTIONS FOR ADDITIONAL INSTALL INFORMATION. 2. DO NOT NAIL MINIMUM 6" FROM VALLEY CENTER LINE. OVER PRE-ENGINEERED WOOD TRUSSES �24" WIDE METAL VALLEY FLASHING OVER 15# FELT OVER 7116" OSB VALLEY FLASHING DETAIL NOT TO SCALE ED METAL FLANGE PLUMBING STACK FLASHING DETAIL NOT TO SCALE STEPS ® 112" DENSARMOR PLUS OR 112" TOUGHROCK GYP. BOARD. 2'74" STUD WALL @ 16" O.C. FROM TOP OF SECOND 1 1 FLOOR DECKING TO BOTTOM CHORD OF ROOF TRUSSES, 2 2 R-11 TOTAL PER PARTY WALL. 3 i 3 ® 314" AIR SPACE BETWEEN STUD WALL AND DENSGLASS SHAFTLINER (DRAFT STOPPING AS REQUIRED PER FBC R-302.12). 4 4 DOUBLE LAYER OF 1" THICK DENSGLASS ULTRA SHAFT LINER JOINED WITH H -STUDS. C -TRACK AND ALUMINUM ANGLE CLIPS AS REQUIRED PER MANUFACTURERS SPECIFICATIONS. FRAME PARTY WALL CONSTRUCTION UL DESIGN: 0373 SCALE: I" =1'-0" MINIMUM COVERAGE EACH SIDE OF PARTY WALL 4' 4' i.I 7116" OSB 112" FIRE RET4 �NG PLYWOOD 7116" OSB L 1 11 i�, „ 112 FIRE RETARDING PLYWOOD I i �I 7116" OSB 112" FIRE RET ANG PLYWOOD 7116" OSS Ali 112" FIRE RETARDING PLYWOODI 1112" FIRE RETARDING PLYWOOD l� II 7116" OSB 112" FIRE RET ING PLYWOOD 7116" OSB i DENSGLASS PARTY WALL BELOW-� FIRE RATED WALL SHEATHING 4' ON BOTH SIDES OF ADJACENT UNITS. ROOF SHEATHING DETAIL AT PARTY WALL SCALE: 1/4" =1'-0" 1Q IN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL & WORKING TOWARDS THE TOP, INSTALL THE WRB TO THE FACE OF THE SHEATHING. CUT AT INVERTED "Y". 20 INSTALL 6" WIDE SELF ADHESIVE SILL FLASHING THAT EXTENDS 4" BEYOND OPENING. O APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE & SET WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION. ® APPLY A 4" SELF ADHESIVE JAMB FLASHING OVERLAPPING THE WINDOW FLANGE EXTENDED 4" PAST THE ROUGH OPENING. Q APPLY A 4" SELF ADHESIVE HEAD FLASHING OVERLAPPING THE WINDOW FLANGE EXTENDED 4" PAST THE ROUGH OPENING. © REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING WRB TO LAY FLAT OVER HEAD FLASHING. APPLY NEW SHEATHING TAPE OVER DIAGONAL CUT - SEE DIAGRAM. 50 JAMB FLASHING EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING. EXTEND JAMB FLASHING 8.112" ABOVE ROUGH OPENING AT HEAD. TUCK TOP OF JAMB FLASHING UNDER THE FLAP OF WRB AT THE HEAD. SEE DIAGRAM, (DHEATHER RESISTANT BARRIER (WRB) Al A 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A )IAGONAL, GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR WRB SURFACE ABOVE, O© 1V cUT 9' LINE 9" ® JAMB FLASHING APPLY CONT. SELF ADHESIVE FLASHING THAT EXTENDS AT LEAST 4" BEYOND ROUGH OPENING. O� -SILL FLASHING SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, PLUMB, AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS. FASTEN WINDOWS PER WINDOW MANUFACTURER SPECIFICATIONS. SECTION A -A THROUGH WINDOW JAMB SEALANT BEAD BEHIND MOUNTING FLANGE. A INTERIOR viwv TOP LEFT CORNER OF WINDOW SECURE WRB AT HEAD CONTINUE THIS DETAIL THROUGH SOFFIT ///—C -CHANNEL SCI -ROOF TO DECKING VG R703.8 FLASHING: 2.314" APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED x_ LU Q m SHINGLE- FASHION IN SUCH A MANOR TO PREVENT ENTRY OF WATER INTO THE CV v z w WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL O N � _ N FRAMING COMPONENTS, THE FLASHING SHALL EXTEND TO THE SURFACE OF THE J 51' EXTERIOR WALL FINISH, APPROVED ANTI -CORROSION RESISTANT FLASHING SHALL - 318" OR 518" BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 26 GAUGE GALVANIZED 26 GAUGE GALVANIZED 32 GAUGE GALVANIZED A B C 1. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH 2.112" METAL DRIP EDGE 5'75" ANGLE FLASHING 7" FLASHING SIDES UNDER STUCCO COPINGS. SHINGLES: VALLEY FLASHING: 2. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. UL CLASS A FIRE RATING: ASTM D 3018, TYPE 1 26 GA. GALVANIZED, 18" WIDE 3. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM, UL WIND RESISTANCE: 4. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR FASTENING: UASTM D 3161, TYPE I (MODIFIED TO 110 MPH) (4)11 OR 12 GAUGE NAILS 1.114" LONG WITH 318" 0 HEAD ASSEMBLY OR WOOD FRAMED CONSTRUCTION. 5. AT ALL WALL AND ROOD INTERSECTIONS. 6. AT BUILT IN GUTTERS. FLASHING DETAILS AND SHINGLE INFORMATION SCALE • 3" =1'-0" FIBERGLASS SHINGLE ROOFING OVER UNDERLAYMENT INSTALL SHINGLES OVER ORV VENT %FLANGE AT HEAD / GALVANIZED METAL ORV WITH BAFFLE SET IN PLASTIC ROOF CEMENT OR SEALANT SCREEN INSTALL ORV FLANGE OVER 9�-�SHINGLES AT BASE 7116" OSB OVER / PRE-ENGINEERED WOOD-/ TRUSSES OFF RIDGE VENT DETAIL NOT TO SCALE APPROVED WEATHER BARRIER OVER USI INSTALL 4" WIDE SELF-ADHERINC MEMBRANE FLASHING OVERLAPPING DOOR FRAME BY 114" AND 1" BEYOND DOOR JAMB INSTALL 4" WIDE SELF -ADHERING MEMBRANE FLASHING OVERLAPPING DOOR FRAME BY 114" CUT WEATHER BARRIER IN AND AROUNDJAMBS SET THRESHOLD IN BED OF SEALANT DOOR FLASHING INSTALLATION AND DETAIL SCALE: N.T.S. GENERAL NOTES: 1. PARKING BUMPER (IF REQUIRED) MUST BE INSTALLED BEFORE C.O. 2.518" TYPE "X' GYP, BOARD REQUIRED ON CEILING OF GARAGE WHERE HABITAL SPACE IS ABOVE PER FBC R302.6, 3. HVAC PENETRATING RATED ASSEMBLIES TO COMPLY WITH FBC R302.5. 4. UNDER STAIR PROTECTION TO COMPLY WITH FBC R302.7 (IF ACCESSIBLE). GUARDRAIL NOTE: DEPENDING ON FIELD CONDITIONS, DIMENSIONS MAY VARY BUT MUST COMPLY WITH FLORIDA BUILDING CODES R312,1 -R312.2 FOR GUARDRAIL REQUIREMENTS AND OPENINGS, *HEIGHT SHALL BE 36" MIN. WHEN PORCH, BALCONY OR RAISED FLOOR EXCEEDS 30" ABOVE FLOOR OR GRADE AND SHALL BE 34" ON OPEN SIDES OF STAIRS THAT EXCEED 30" OR MORE ABOVE: FLOOR OR GRADE. *OPENINGS SHALL HAVE INTERMEDIATE RAILS OR CLOSURES WHICH DO NOT ALLOW PASSAGE OF SPHERE 4" OR GREATER IN DIAMETER. REQUIRED GUARD RAILS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW SPHERE GREATER THAN 4-318" IN DIAMETER TO PASS THROUGH. HANDRAIL NOTE: DEPENDING ON FIELD CONDITIONS, DIMENSIONS MAY VARY BUT MUST COMPLY WITH FLORIDA BUILDING CODES R311.5.6 -R311.5.6.3 FOR HANDRAIL HEIGHT CONTINUITY AND SIZE. *HEIGHT: MUST BE BETWEEN 34.38" MEASURED VERTICALLY FROM SLOPED PLANE. *CONTINUITY: HANDRAIL MUST BE CONTINUOUS THROUGH FULL LENGTH OF FLIGHT FROM POINT DIRECTLY ABOVE HIGHEST RISER TO POINT DIRECTLY ABOVE LOWEST RISER. HANDRAIL ENDS SHOULD TERMINATE IN NEWEL POSTS OR SAFETY TERMINAL OR RETURN TO WALL, HANDRAILS SHALL BE ALLOWED TO BE INTERRUPTED BY NEWEL POSTS. *SIZE: SHALL HAVE OUTSIDE DIAMETER BETWEEN 1.114"-2" IF CIRCULAR. SHALL HAVE BETWEEN 4.6" PERIMETER IF NOT CIRCULAR. STAIR NOTE: DEPENDING ON FIELD CONDITIONS, DIMENSIONS MAY VARY BUT MUST COMPLY WITH FLORIDA BUILDING CODES R311,5.1 -R311.5.5 FOR TREAD DEPTH, RISER HEIGHTS AND STAIR WIDTHS. *RISERS: 7.314" MAXIMUM WITH NO MORE THAN 318" DIFFERENCE BETWEEN HIGHEST AND LOWEST RISER. TREADS: 10" MINIMUM DEPTH WITH NO MORE THAN 318" DIFFERENCE BETWEEN LONGEST AND SHORTEST TREAD, THE SUM OF 2 TREADS AND 1 RISER TO BE NOT LESS THAN 24" AND NOT MORE THAN 25". VALLEY SHINGLE INSTALLATION: INSTALL SHINGLES USING WEAVE METHOD 1. EXTEND (1) FULL END SHINGLE MINIMUM 12" PAST CENTER LINE OF VALLEY. SEE MANUFACTURERS WRITTEN INSTRUCTIONS FOR ADDITIONAL INSTALL INFORMATION. 2. DO NOT NAIL MINIMUM 6" FROM VALLEY CENTER LINE. OVER PRE-ENGINEERED WOOD TRUSSES �24" WIDE METAL VALLEY FLASHING OVER 15# FELT OVER 7116" OSB VALLEY FLASHING DETAIL NOT TO SCALE ED METAL FLANGE PLUMBING STACK FLASHING DETAIL NOT TO SCALE STEPS ® 112" DENSARMOR PLUS OR 112" TOUGHROCK GYP. BOARD. 2'74" STUD WALL @ 16" O.C. FROM TOP OF SECOND 1 1 FLOOR DECKING TO BOTTOM CHORD OF ROOF TRUSSES, 2 2 R-11 TOTAL PER PARTY WALL. 3 i 3 ® 314" AIR SPACE BETWEEN STUD WALL AND DENSGLASS SHAFTLINER (DRAFT STOPPING AS REQUIRED PER FBC R-302.12). 4 4 DOUBLE LAYER OF 1" THICK DENSGLASS ULTRA SHAFT LINER JOINED WITH H -STUDS. C -TRACK AND ALUMINUM ANGLE CLIPS AS REQUIRED PER MANUFACTURERS SPECIFICATIONS. FRAME PARTY WALL CONSTRUCTION UL DESIGN: 0373 SCALE: I" =1'-0" MINIMUM COVERAGE EACH SIDE OF PARTY WALL 4' 4' i.I 7116" OSB 112" FIRE RET4 �NG PLYWOOD 7116" OSB L 1 11 i�, „ 112 FIRE RETARDING PLYWOOD I i �I 7116" OSB 112" FIRE RET ANG PLYWOOD 7116" OSS Ali 112" FIRE RETARDING PLYWOODI 1112" FIRE RETARDING PLYWOOD l� II 7116" OSB 112" FIRE RET ING PLYWOOD 7116" OSB i DENSGLASS PARTY WALL BELOW-� FIRE RATED WALL SHEATHING 4' ON BOTH SIDES OF ADJACENT UNITS. ROOF SHEATHING DETAIL AT PARTY WALL SCALE: 1/4" =1'-0" 1Q IN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL & WORKING TOWARDS THE TOP, INSTALL THE WRB TO THE FACE OF THE SHEATHING. CUT AT INVERTED "Y". 20 INSTALL 6" WIDE SELF ADHESIVE SILL FLASHING THAT EXTENDS 4" BEYOND OPENING. O APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE & SET WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION. ® APPLY A 4" SELF ADHESIVE JAMB FLASHING OVERLAPPING THE WINDOW FLANGE EXTENDED 4" PAST THE ROUGH OPENING. Q APPLY A 4" SELF ADHESIVE HEAD FLASHING OVERLAPPING THE WINDOW FLANGE EXTENDED 4" PAST THE ROUGH OPENING. © REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING WRB TO LAY FLAT OVER HEAD FLASHING. APPLY NEW SHEATHING TAPE OVER DIAGONAL CUT - SEE DIAGRAM. 50 JAMB FLASHING EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING. EXTEND JAMB FLASHING 8.112" ABOVE ROUGH OPENING AT HEAD. TUCK TOP OF JAMB FLASHING UNDER THE FLAP OF WRB AT THE HEAD. SEE DIAGRAM, (DHEATHER RESISTANT BARRIER (WRB) Al A 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A )IAGONAL, GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR WRB SURFACE ABOVE, O© 1V cUT 9' LINE 9" ® JAMB FLASHING APPLY CONT. SELF ADHESIVE FLASHING THAT EXTENDS AT LEAST 4" BEYOND ROUGH OPENING. O� -SILL FLASHING SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, PLUMB, AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS. FASTEN WINDOWS PER WINDOW MANUFACTURER SPECIFICATIONS. SECTION A -A THROUGH WINDOW JAMB SEALANT BEAD BEHIND MOUNTING FLANGE. A INTERIOR viwv TOP LEFT CORNER OF WINDOW SECURE WRB AT HEAD CONTINUE THIS DETAIL THROUGH SOFFIT ///—C -CHANNEL SCI -ROOF TO DECKING VG L NG S ULTRA @ 16"O.C. E ESIGN: 0373 00 -ROOF TRUSS (TYP.) x_ LU Q m SCALE: 1" = V-0" � >c�-- v z w > O :Sw ! Q � c~n J N LU Q w o L 0 O o z 0- N Ln rn `'-112" DRYW FIRE BLOC i 1" DENSG 2"14" STUD 314" AIR SP TYPICAL ATTIC PARTY WALL - UL L NG S ULTRA @ 16"O.C. E ESIGN: 0373 00 SCALE: 1" = V-0" (�j N E Cn J Ln m C� d- c V E w 2"X4" STUD @ 16"O.C. 'Q I z C) � _ 112" DRYWA L S 314" AIR SP E Q� _0 a 0 CU FLASHING AT HEAD EXTENDS 1" BEYOND JAMB FLASHING. Q5 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. A oru. ALIT FLASHING ' WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. WINDOW INSTALLATION SCALE: N.T.S. 16" FLOOR TRUSSI 1 DENSGLASS ULTRA TYPICAL PARTY WAL UL DESIGN: 0373 SCALE: 1" =1'-0" 112" DF FIRE B 112" DF AS REQUIRED z�,:3/4"AIRSP 2"X4" STUD @ 16"Ot. E L 2ND FL00 2"14" STUDJ@ 16"O.C. (R-131NSUL ION) / 112" DRYWA 314" AIR SP E CONCRETE SLAB 2"14"PLATE ITH SEALANT C -CHANNEL TYPICAL PARTY WALL TO SLAB UL DESIGN: 0373 SCALE: 1" =1'-0" LO 0 LA 0 :.3 LO N N J U_ _ >Ln C Q� 0) _r_ U M rn 2"74" STUDS @ 6"O.C. (R-131NSULATi ) 112" DRYWALL 112" DRYWALL 314" AIR SPACE DENSGLASS ULTRA — iC-CHANNEL Date 04-26-18 TYPICAL OFFSET WALL BETWEENUNITS Scale AS SHOWN i UL DESIGN: U373 yob 1967D-9/8 Sheet SCALE: 1" =1'-0"