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EXTERIORINTERIOR
<br />EXISTING 12" BLOCK
<br />WALL
<br />3 COAT STUCCO
<br />SYSTEM WITH
<br />PAINTED FINISH
<br />SEALANT AT BASE
<br />AND CEILING OF
<br />FINISH, BOTH SIDES
<br />TYP.
<br />3" Metal Furring Strip, 25 GA.
<br />@ 16" O.C.
<br />5/8" SHEETROCK MOLD
<br />TOUGH AR FIRECODE X
<br />PANEL
<br />W/ PAINTED FINISH
<br />STARTER STRIP AT
<br />BASE OF WALL
<br />CONCRETE SLAB
<br />1'-3"
<br />R-FOIL INSULATION R-4.1
<br />OR SIMILAR APPROVED.
<br />1X2 WOOD FURRING STRIP
<br />STARTER RAIL
<br />(PLACE BOTTOM OF RAIL 1/2"
<br />BELOW BOTTOM OF WALL
<br />CLIP
<br />EPDM
<br />(ETHYLENE PROPYLENE
<br />DIENE MONOMER)
<br />SUBFRAME
<br />PURA NFC SIDING OR
<br />SIMILAR APPROVED
<br />CONCRETE SLAB
<br />EXTERIORINTERIOR
<br />1'-3"
<br />EXISTING 12" BLOCK
<br />WALL
<br />3" METAL FURING STRIP,
<br />25 GA.
<br />@ 16" O.C.
<br />5/8" SHEETROCK MOLD
<br />TOUGH AR FIRECODE X
<br />PANEL
<br />W/ PAINTED FINISH
<br />R-FOIL INSULATION R-4.1
<br />OR SIMILAR APPROVED.
<br />1X2 WOOD FURRING STRIP
<br />3 COAT STUCCO
<br />SYSTEM WITH
<br />PAINTED FINISH
<br />SEALANT AT BASE AND
<br />CEILING OF FINISH, BOTH
<br />SIDES TYP.
<br />STARTER STRIP AT
<br />BASE OF WALL
<br />CONCRETE SLAB
<br />EXTERIORINTERIOR
<br />11"
<br />EXISTING 12" BLOCK
<br />WALL
<br />3" METAL FURRING STRIP,
<br />25 GA. @ 16" O.C.
<br />5/8" SHEETROCK MOLD
<br />TOUGH AR FIRECODE X
<br />PANEL
<br />W/ PAINTED FINISH
<br />R-FOIL INSULATION R-4.1
<br />OR SIMILAR APPROVED.
<br />1X2 WOOD FURRING STRIP
<br />EXTERIOR
<br />3 COAT STUCCO
<br />SYSTEM WITH
<br />PAINTED FINISH
<br />SEALANT AT BASE
<br />AND CEILING OF
<br />FINISH, BOTH SIDES
<br />TYP.
<br />STARTER STRIP AT
<br />BASE OF WALL
<br />CONCRETE SLAB
<br />INTERIOR
<br />(RESTROOM)
<br />1'-2"
<br />PORCELAIN WALL TILE
<br />EXTERIOR
<br />CONCRETE SLAB
<br />INTERIOR
<br />2'-3"
<br />EXISTING 12"
<br />BLOCK WALL
<br />3" METAL FURRING STRIP,
<br />25 GA. @ 16" O.C.
<br />5/8" SHEETROCK MOLD
<br />TOUGH AR FIRECODE X
<br />PANEL W/ PAINTED FINISH
<br />R-FOIL INSULATION R-4.1
<br />OR SIMILAR APPROVED.
<br />1X2 WOOD FURRING STRIP
<br />END RAIL
<br />(PLACE TOP
<br />OF RAIL 1/2" BELOW
<br />BOTTOM OF WALL
<br />CLIP
<br />EPDM
<br />(ETHYLENE
<br />PROPYLENE DIENE
<br />MONOMER)
<br />SUBFRAME
<br />PURA NFC SIDING OR
<br />SIMILAR APPROVED
<br />CONCRETE SLAB
<br />EXISTING STUCCO
<br />SEALANT AT BASE
<br />AND CEILING OF
<br />FINISH, BOTH SIDES
<br />TYP.
<br />STARTER STRIP AT
<br />BASE OF WALL
<br />INTERIOR EXTERIOR
<br />2'-3"
<br />EXISTING 12" BLOCK
<br />WALL
<br />3" METAL FURRING
<br />STRIP, 25 GA. @ 16"
<br />O.C.
<br />5/8" SHEETROCK
<br />MOLD TOUGH AR
<br />FIRECODE X PANEL
<br />W/ PAINTED FINISH
<br />R-FOIL INSULATION
<br /> R-4.1 OR SIMILAR
<br />APPROVED.
<br />1X2 WOOD FURRING
<br />STRIP
<br />EXTERIORINTERIOR
<br />3 COAT STUCCO
<br />SYSTEM WITH
<br />PAINTED FINISH
<br />SEALANT AT BASE AND
<br />CEILING OF FINISH, BOTH
<br />SIDES TYP.
<br />STARTER STRIP AT
<br />BASE OF WALL
<br />CONCRETE SLAB
<br />1'-3"
<br />EXISTING 12" BLOCK
<br />WALL
<br />3" Metal Furring Strip, 25 GA.
<br />@ 16" O.C.
<br />5/8" SHEETROCK MOLD
<br />TOUGH AR FIRECODE X
<br />PANEL
<br />W/ PAINTED FINISH
<br />R-FOIL INSULATION R-4.1
<br />OR SIMILAR APPROVED.
<br />1X2 WOOD FURRING STRIP
<br />A-500
<br />EXTERIOR WALL ASSEMBLIES
<br />GENERAL NOTES:
<br />1. THE STEEL STUDS OF ALL PARTITIONS SUPPORTING PLUMBING
<br />FIXTURES OR CABINETS, SHALL EXTEND FROM FLOOR TO STRUCTURE
<br />ABOVE AND SHALL BE RIGIDLY CONNECTED TOP AND BOTTOM.
<br />2. ALL WALLS ARE TO BE BRACED ABOVE THE FINISHED CEILING AS
<br />RECOMMENDED BY THE METAL STUD MANUFACTURER TO PREVENT
<br />LATERAL WALL MOVEMENT.
<br />3. ALL INTERIOR STEEL STUDS SHALL BE BRACED FOR MAXIMUM
<br />DEFLECTION OF L/360 AT (5) FIVE LB/FT. HORIZONTAL LOAD.
<br />CONTRACTOR SHALL SIZE STUD GAGE BASED ON MANUFACTURER'S
<br />STANDARD STUD PROPERTIES TABLES.
<br />4. ALL WALLS WHICH SEPARATE A SPACE FROM AN UNCONDITIONED
<br />AREA SHALL HAVE R-5 MIN. KRAFT FACED FIBERGLASS BATT
<br />INSULATION FOR DRYWALL PARTITIONS AND R-5 MIN. FOIL KRAFT
<br />PAPER INSULATION FOR MASONRY WALLS.
<br />5. G.C. TO SUBMIT SIGNED AND SEALED DRAWINGS AND CALCULATIONS
<br />OF LIGHT GAUGE METAL FRAMING FOR REVIEW AND APPROVAL PRIOR
<br />TO FABRICATION.
<br />6. ALL RATED WALL PENETRATIONS SHALL MAINTAIN INTEGRITY OF WALL
<br />ASSEMBLY.
<br />7. PROVIDE CONTROL JOINTS IN GYPSUM WALL BOARD PER
<br />MANUFACTURER'S RECOMMENDATIONS, INDUSTRY PRACTICE AND/OR
<br />AS INDICATED. COORDINATE WITH ARCHITECT.
<br />8. PROVIDE MOISTURE RESISTANT GYPSUM BOARD IN ALL RESTROOM
<br />WALLS AND OTHER WET WALLS.
<br />9. TRESPA INSTALL AS PER MANUFACTURE RECOMMENDATION. G.C. TO
<br />SUBMIT SHOP DRAWING FOR APPROVAL.
<br />10. G.C. SHALL FIELD VERIFY ALL EXISTING STRUCTURE INCLUDING
<br />DIMENSIONS, LOCATION, & MATERIAL COMPOSITION.
<br />DESIGN NO. U419
<br />NONBEARING WALL RATINGS — 1, 2, 3 OR 4 HR (SEE ITEMS 4 & 5)
<br />1. FLOOR AND CEILING RUNNERS — (NOT SHOWN) — FOR USE WITH ITEM 2 - CHANNEL SHAPED,
<br />FABRICATED FROM MIN 25 MSG CORROSION-PROTECTED STEEL, MIN DEPTH TO ACCOMMODATE
<br />STUD SIZE, WITH MIN 1-1/4 IN. LONG LEGS, ATTACHED TO FLOOR AND CEILING WITH FASTENERS
<br />24 IN. OC MAX.
<br />2. STEEL STUDS — CHANNEL SHAPED, FABRICATED FROM MIN 25 MSG CORROSION-PROTECTED
<br />STEEL, MIN DEPTH AS INDICATED UNDER ITEM 5, SPACED A MAX OF 24 IN. OC. STUDS TO BE CUT
<br />3/8 TO 3/4 IN. LESS THAN ASSEMBLY HEIGHT.
<br />3. WOOD STRUCTURAL PANEL SHEATHING — (OPTIONAL, FOR USE WITH ITEM 5 ONLY.)- (NOT
<br />SHOWN) - 4 FT WIDE, 7/16 IN. THICK ORIENTED STRAND BOARD (OSB) OR 15/32 IN. THICK
<br />STRUCTURAL 1 SHEATHING (PLYWOOD) COMPLYING WITH DOC PS1 OR PS2, OR APA STANDARD
<br />PRP-108, MANUFACTURED WITH EXTERIOR GLUE, APPLIED HORIZONTALLY OR VERTICALLY TO
<br />THE STEEL STUDS. VERTICAL JOINTS CENTERED ON STUDS, AND STAGGERED ONE STUD SPACE
<br />FROM WALLBOARD JOINTS. ATTACHED TO STUDS WITH FLAT-HEAD SELF-DRILLING TAPPING
<br />SCREWS WITH A MIN. HEAD DIAM. OF 0.292 IN. AT MAXIMUM 6 IN. OC. IN THE PERIMETER AND 12 IN.
<br />OC. IN THE FIELD. WHEN USED, FASTENER LENGTHS FOR GYPSUM PANELS INCREASED BY MIN. 1/2
<br />IN.
<br />4. BATTS AND BLANKETS* — (REQUIRED AS INDICATED UNDER ITEM 5) — MINERAL WOOL BATTS,
<br />FRICTION FITTED BETWEEN STUDS AND RUNNERS. MIN NOM THICKNESS AS INDICATED UNDER
<br />ITEM 5. SEE BATTS AND BLANKETS (BKNV OR BZJZ) CATEGORIES FOR NAMES OF CLASSIFIED
<br />COMPANIES.
<br />5. GYPSUM BOARD* — GYPSUM PANELS WITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED
<br />VERTICALLY OR HORIZONTALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED
<br />ONE STUD CAVITY ON OPPOSITE SIDES OF STUDS. VERTICAL JOINTS IN ADJACENT LAYERS
<br />(MULTILAYER SYSTEMS) STAGGERED ONE STUD CAVITY. HORIZONTAL JOINTS NEED NOT BE
<br />BACKED BY STEEL FRAMING. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS ON
<br />OPPOSITE SIDES OF STUDS NEED NOT BE STAGGERED. HORIZONTAL EDGE JOINTS AND
<br />HORIZONTAL BUTT JOINTS IN ADJACENT LAYERS (MULTILAYER SYSTEMS) STAGGERED A MIN OF
<br />12 IN. THE THICKNESS AND NUMBER OF LAYERS FOR THE 1 HR, 2 HR, 3 HR AND 4 HR RATINGS ARE
<br />AS FOLLOWS:
<br />UNITED STATES GYPSUM CO — 1/2 IN. THICK TYPE C, IP-X2, IPC-AR OR WRC; 5/8 IN. THICK TYPE SCX,
<br />SHX, WRX, IP-X1, AR, C, WRC, FRX-G, IP-AR, IP-X2, IPC-AR ; 3/4 IN. THICK TYPES IP-X3 OR ULTRACODE
<br />6. FASTENERS — (NOT SHOWN) — FOR USE WITH ITEMS 2 AND 2F - TYPE S OR S-12 STEEL SCREWS
<br />USED TO ATTACH PANELS TO STUDS (ITEM 2) OR FURRING CHANNELS (ITEM 7). SINGLE LAYER
<br />SYSTEMS: 1 IN. LONG FOR 1/2 AND 5/8 IN. THICK PANELS OR 1-1/4 IN. LONG FOR 3/4 IN. THICK PANELS,
<br />SPACED 8 IN. OC WHEN PANELS ARE APPLIED HORIZONTALLY, OR 8 IN. OC ALONG VERTICAL AND
<br />BOTTOM EDGES AND 12 IN. OC IN THE FIELD WHEN PANELS ARE APPLIED VERTICALLY. TWO LAYER
<br />SYSTEMS: FIRST LAYER- 1 IN. LONG FOR 1/2 AND 5/8 IN. THICK PANELS OR 1-1/4 IN. LONG FOR 3/4 IN.
<br />THICK PANELS, SPACED 16 IN. OC. SECOND LAYER- 1-5/8 IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS OR
<br />2-1/4 IN. LONG FOR 3/4 IN. THICK PANELS, SPACED 16 IN. OC WITH SCREWS OFFSET 8 IN. FROM FIRST
<br />LAYER.THREE-LAYER SYSTEMS: FIRST LAYER- 1 IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS, SPACED 24
<br />IN. OC. SECOND LAYER- 1-5/8 IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS, SPACED 24 IN. OC. THIRD
<br />LAYER- 2-1/4 IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS OR 2-5/8 IN. LONG FOR 5/8 IN. THICK PANELS,
<br />SPACED 12 IN. OC. SCREWS OFFSET MIN 6 IN. FROM LAYER BELOW. FOUR-LAYER SYSTEMS: FIRST
<br />LAYER- 1 IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS, SPACED 24 IN. OC. SECOND LAYER- 1-5/8 IN. LONG
<br />FOR 1/2 IN., 5/8 IN. THICK PANELS, SPACED 24 IN. OC. THIRD LAYER- 2-1/4 IN. LONG FOR 1/2 IN. THICK
<br />PANELS OR 2-5/8 IN. LONG FOR 5/8 IN. THICK PANELS, SPACED 24 IN. OC. FOURTH LAYER- 2-5/8 IN.
<br />LONG FOR 1/2 IN. THICK PANELS OR 3 IN. LONG FOR 5/8 IN. THICK PANELS, SPACED 12 IN. OC. SCREWS
<br />OFFSET MIN 6 IN. FROM LAYER BELOW.
<br />7. FURRING CHANNELS — (OPTIONAL, NOT SHOWN, FOR SINGLE OR DOUBLE LAYER SYSTEMS) —
<br />RESILIENT FURRING CHANNELS FABRICATED FROM MIN 25 MSG CORROSION-PROTECTED STEEL,
<br />SPACED VERTICALLY A MAX OF 24 IN. OC. FLANGE PORTION ATTACHED TO EACH INTERSECTING STUD
<br />WITH 1/2 IN. LONG TYPE S-12 STEEL SCREWS. NOT FOR USE WITH ITEM 5A AND 5E.
<br />8.JOINT TAPE AND COMPOUND —VINYL OR CASEIN, DRY OR PREMIXED JOINT COMPOUND APPLIED IN TWO
<br />COATS TO JOINTS AND SCREW HEADS OF OUTER LAYERS. PAPER TAPE, NOM 2 IN. WIDE, EMBEDDED IN FIRST
<br />LAYER OF COMPOUND OVER ALL JOINTS OF OUTER LAYER PANELS. PAPER TAPE AND JOINT COMPOUND MAY
<br />BE OMITTED WHEN GYPSUM PANELS ARE SUPPLIED WITH A SQUARE EDGE.
<br />9. SIDING, BRICK OR STUCCO —(OPTIONAL, NOT SHOWN)—ALUMINUM, VINYL OR STEEL SIDING, BRICK
<br />VENEER OR STUCCO, MEETING THE REQUIREMENTS OF LOCAL CODE AGENCIES, INSTALLED OVER GYPSUM
<br />PANELS. BRICK VENEER ATTACHED TO STUDS WITH CORRUGATED METAL WALL TIES ATTACHED TO EACH
<br />STUD WITH STEEL SCREWS, NOT MORE THAN EACH SIXTH COURSE OF BRICK.
<br />10. CAULKING AND SEALANTS*—A BEAD OF ACOUSTICAL SEALANT APPLIED AROUND THE PARTITION
<br />PERIMETER FOR SOUND CONTROL.
<br />UNITED STATES GYPSUM CO — TYPE AS
<br />11. LEAD BATTEN STRIPS —(NOT SHOWN, FOR USE WITH ITEM 5B) - LEAD BATTEN STRIPS, MIN 1-1/2 IN. WIDE,
<br />MAX 10 FT LONG WITH A MAX THICKNESS OF 0.125 IN. STRIPS PLACED ON THE INTERIOR FACE OF STUDS AND
<br />ATTACHED FROM THE EXTERIOR FACE OF THE STUD WITH TWO 1 IN. LONG TYPE S-12 PAN HEAD STEEL
<br />SCREWS, ONE AT THE TOP OF THE STRIP AND ONE AT THE BOTTOM OF THE STRIP. LEAD BATTEN STRIPS TO
<br />HAVE A PURITY OF 99.9% MEETING THE FEDERAL SPECIFICATION QQ-L-201F, GRADE "C". LEAD BATTEN STRIPS
<br />REQUIRED BEHIND VERTICAL JOINTS OF LEAD BACKED GYPSUM WALLBOARD (ITEM 5B) AND OPTIONAL AT
<br />REMAINING STUD LOCATIONS. REQUIRED BEHIND VERTICAL JOINTS.
<br />12. LEAD DISCS OR TABS —(NOT SHOWN, FOR USE WITH ITEM 5B) - USED IN LIEU OF OR IN ADDITION TO THE
<br />LEAD BATTEN STRIPS (ITEM 11) OR OPTIONAL AT OTHER LOCATIONS - MAX 3/4 IN. DIAM BY MAX 0.125 IN. THICK
<br />LEAD DISCS COMPRESSION FITTED OR ADHERED OVER STEEL SCREW HEADS OR MAX 1/2 IN. BY 1-1/4 IN. BY
<br />MAX 0.125 IN. THICK LEAD TABS PLACED ON GYPSUM BOARDS (ITEM 5B) UNDERNEATH SCREW LOCATIONS
<br />PRIOR TO THE INSTALLATION OF THE SCREWS. LEAD DISCS OR TABS TO HAVE A PURITY OF 99.9% MEETING
<br />THE FEDERAL SPECIFICATION QQ-L-201F, GRADE "C".
<br />13. LEAD BATTEN STRIPS —(NOT SHOWN, FOR USE WITH ITEM 5E) LEAD BATTEN STRIPS, 2 IN. WIDE, MAX 10
<br />FT LONG WITH A MAX THICKNESS OF 0.142 IN. STRIPS PLACED ON THE FACE OF STUDS AND ATTACHED TO
<br />THE STUD WITH TWO MIN. 1 IN. LONG MIN. TYPE S-8 PAN HEAD STEEL SCREWS, ONE AT THE TOP OF THE STRIP
<br />AND ONE AT THE BOTTOM OF THE STRIP OR WITH ONE MIN. 1 IN. LONG MIN. TYPE S-8 PAN HEAD STEEL
<br />SCREW AT THE TOP OF THE STRIP. LEAD BATTEN STRIPS TO HAVE A PURITY OF 99.9% MEETING THE FEDERAL
<br />SPECIFICATION QQ-L-201F, GRADE "C". LEAD BATTEN STRIPS REQUIRED BEHIND VERTICAL JOINTS OF LEAD
<br />BACKED GYPSUM WALLBOARD (ITEM 5E) AND OPTIONAL AT REMAINING STUD LOCATIONS.
<br />14. LEAD TABS —(NOT SHOWN, FOR USE WITH ITEM 5E) 2 IN. WIDE, 5 IN. LONG WITH A MAX THICKNESS OF
<br />0.142 IN. TABS FRICTION-FIT AROUND FRONT FACE OF STUD, THE STUD FOLDED BACK FLANGE, AND THE BACK
<br />FACE OF THE STUD. TABS REQUIRED AT EACH LOCATION WHERE A SCREW (THAT SECURES THE GYPSUM
<br />BOARDS, ITEM 5E) WILL PENETRATE THE STEEL STUD. LEAD TABS TO HAVE A PURITY OF 99.9% MEETING THE
<br />FEDERAL SPECIFICATION QQ-L-201F, GRADE "C". LEAD TABS MAY BE HELD IN PLACE WITH STANDARD
<br />ADHESIVE TAPE IF NECESSARY.
<br />*BEARING THE UL CLASSIFICATION MARK
<br />P.L.
<br />1-1/2"=1'-0"http://www.beai.comPHONE: (305) 461-2053LICENSE No. AA26001612Miami, Florida 3316811575 Northwest 7 AvenueFAX: (305) 634-0599 E-mail: info@beai.comBEA architects Inc.© NOVEMBER 2024 ADRIAN PRICE FL. LICENSE #AR97981CITY OF SUNNY ISLES BEACH18050 COLLINS AVENUE, SUNNY ISLES BEACH, FLORIDA 3316021-1011
<br />BID SET BUILDING DEPARTMENT RELOCATIONTO ANNEXM-01 M-02 M-03 M-04
<br />M-05 M-06 M-07
<br />A.P.EXISTING TO REMAIN
<br />NEW ADDITION
<br />SHADING LEGEND
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