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5919 Gall Blvd
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5919 Gall Blvd
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Last modified
3/3/2025 12:17:17 PM
Creation date
2/18/2025 3:22:55 PM
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Building Plans
Street #
5919
Location
Gall Blvd
Contractor
Vari Construction
Building Plans - Permit #
21147
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r' ADHESIVE <br />1"x2" STEEL ALIGNMENT TRUSS NOTE: CAULK FRP AT ALL TOPS AND <br />STRUCTURAL VARIES TO .', TERMINATION POINTS. <br />UPRIGHTS FDCTURE ARM SECURING € <br />SCREWS MOISTURE RESISTANT GYPSUM <br />ROUGH -IN NOTE: CAULK FRP AT ALL 1A <br />BOARD LOCATED BEHIND FRP PANELS <br />CAPPED LEVELING TOPS & TERMINATION POINTS ONLY. <br />SCREW FRP PANEL. FRP PANEL TO END AT <br />CAST IRON QUARRY TILE BASE. <br />CONCEALED ARM FRP PANEL(S) BEHIND FISH AND CERAMIC TILE <br />o z ANIMAL UNITS. :a <br />SCHLUTER TRIM TO BE <br />TERMINATE FRP INTO J-CHANNEL. SCHEDULED GROUT TRANSITION BETWEEN PROVIDED BETWEEN TILE <br />NON -SLIP LOCKING ISH/ANIMAL UNITS; r- AND CONCRETE FINISH. <br />FLOOR FINISHES TO BE <br />3-1/2 DEVICE SALES FLOOR BOARD RE RESISTANT GYPSUM 't DENS -SHIELD BACKER GYP BOARD <br />FLUSH. RECESS GROUT. <br />6" STUDS TO BE USED WHERE :; WRAP WATERPROOF MEMBRANE UP _ CONCRETE AS REQUIRED. <br />TILE AS SCHEDULED <br />LAVATORY ARM CARRIERS WALL MIN. 12" BEHIND NEW 6° HIGH WRAP WATERPROOF MEMBRANE UP <br />WALL BASE AS SCHEDULED WALL MIN. 12" BEHIND TILED WALL FLOOR FINISH. REFER <br />ARE LOCATED COVED QUARRY TILE BASE/-THINSET MORTER <br />AREA AND BEHIND NEW 6" HIGH TO FINISH SCHEDULE. BED <br />TERMINATE FRP PANEL(S) INTO PVC _ COVED TILE BASE SMOOTH TRANSITION <br />SECURE TO CAST IRON SUPPORTING EDGE TRIM MOLDING WITH SEALANT SLIP RESISTANT FLOOR FINISH AS <br />r -F <br />WIOTIOiR1/2 BRACKETS AS RECOMMENDED BY FRP i SCHEDULED SET IN LATEX-PORTLAND SLIP RESISTANT FLOOR FINISH AS <br />EXPANSION RECTANGULAR STEEL MANUFACTURER. EDGE TRIM CEMENT MORTAR :z SCHEDULED SET IN LATEX-PORTLAND <br />CEMENT MORTAR <br />BOLT a STRUCTURAL MOLDING COLOR TO MATCH FRP. <br />UPRIGHTS NEW CONCRETE FLOOR SLAB t <br />'• <br />FOOT SUPPORTS ~ URETHANE SEALANT •• <br />" ' .� ' :. .. ; • ; NEW CONCRETE FLOOR SLAB NEW SLOPED CONCRETE <br />....... , .-.. • .: •. "'. INFILL <br />WATTS DRAINAGE PRODUCTS ca-411-wc FLOOR ; -•: .- :..: ' . ' SCHLUTER-KERDI WATERPROOF MEMBRANE SET IN <br />/� MOUNTED CONCEALED ARM LAVATORY CARRIER _ FLOOR SLAB <br />/ 3-1/4" WITH HEAVY GUAGE STEEL UPRIGHTS WITH ' • _ '•: -' •r COMPATIBLE ADHESIVE. WRAP WATERPROOFING SCHLUTER-KERDI WATERPROOF MEMBRANE SET <br />INTEGRAL WELDED FEET, ADJUSTABLE EPDXY f :..ti MEMBRANE UP WALL BEHIND WALL BASE. IN COMPATIBLE ADHESIVE. WRAP WATERPROOF <br />COATED CAST IRON ARMS WITH LEVELING URETHANE SEALANT MEMBRANE UP WALL MIN. 12" BEHIND NEW 6" 1/2" SCREWS AND BASIN LOCKING DEVICE, UPPER TIE HIGH TILE WALL BASE <br />4- <br />ROD AND PLATED HARDWARE. CLOSED CELL BACKER ROD <br />LAVATORY ARM CARRIER BASE DETAIL @ FISH / ANIMAL UNITS _ , BASE DETAIL @ = BASE DETAIL @ PUBLIC 18 = 1'-0" 14 FLOOR TRANSITION SCALE: s" 1'-0" <br />= <br />DETAIL SCALE: N.T.S. 17 / TOILET RM / DRINKING FOUNTAIN SCALE: 3"-1-0" 16 SCALE: 3" 1'-0" 15 SCALE: 3" GROOMING / BATHING PET WASH <br />TACTILE SIGNAGE <br />17,-4" METAL STUD WALL <br />5/8" GYPSUM BOARD = • • <br />4'-4" 4' 4" 4'-4" 4-4'io z EXIT <br />CLEAR SILICONE SEALANT <br />�EASED FINISH EDGE RESTROOMS L <br />N J U • -�rrf� INIF ?: IF a <br />U? c <br />Lo <br />2" DIAMETER STEEL 2" DIAMETER STEEL RAIL SIGNS SHALL CONFORM WITH APPLICABLE <br />1 1/4° RAIL WITH CHROME MCCUE CARTSTOP WITH CHROME FINISH. SECURE CORNER GUARD CODES <br />SEE <br />v TO WALL FRAMING WITH <br />FINISH. MCCUE FINISH MCCUE CARTSTOP <br />ill ON! SCHEDULE FOR FOAM TAPE <br />fillui1111111 VIEW CARTSTOP GR GUIDANCE RAIL (GR) 1. CHARACTERS SHALL BE RAISED 1/32 IN. MINIMUM ABOVE THEIR <br />o SPECIFICATION BACKGROUND. <br />2' v <> 2. CHARACTERS SHALL BE UPPERCASE AND SANS SERIF. <br />2 3/8" DIAMETER 2 1/2" VINYL WALL CORNER <br />STEEL POST WITH GUARD, CG-1, TO 4'-0" AFF 3. CHARACTERS SHALL BE ACCOMPANIED BY GRADE II BRAILLE. <br />#169 GLUE -DOWN VINYL ALUMINUM THRESHOLD FRAME (16A064XXX) CHROME FINISH. NOTE: A MINIMUM WIDTH OF T-O" CLEAR MOUNT BOTTOM OF CORNER 4. RAISED CHARACTERS SHALL BE AT LEAST 5/8 IN. HIGH, BUT NO <br />REDUCER 1/4"; LONG FINISHED TRANSITION AT CPT-1 AND TAPERED IS NEEDED FOR EACH ROW OF CARTS GUARD AT TOP OF VINYL HIGHER THAN 2 IN. <br />FLANGE, SMOOTH TAPER ENTRANCE THRESHOLD BASE. 5. PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENT <br />SECURE TO SLAB o VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. <br />FINISHED TRANSITION AT WITH 5/8"X31/2" N 6. CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON -GLARE <br />CPT-1 TO CONCRETE FLOOR DOUBLE FACED TAPE EXPANSION FINISH. <br />(90M003002) ANCHORS 7. CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND. <br />8. SIGNS SHALL BE MOUNTED TO THE LATCH SIDE OF THE DOOR AND <br />HAVE A MOUNTING HEIGHT OF 60 IN. ABOVE THE FINISH FLOOR TO <br />d THE CENTERLINE OF THE SIGN. <br />13 THRESHOLD DETAILS SCALE: N.T.S. 12 CHROME RAIL SECTION SCALE 1"=V-0" 11 CHROME RAIL PLAN SCALE: 1/4"=V-8" 10 CORNER GUARD DETAIL SCALE: 6"=V-0" 09 TACTILE SIGNAGE DETAIL SCALE: N.T.S. <br />PLASTIC CAP % PLASTIC CAP <br />BOLLARD SET BOLLARD SET <br />IN NEW cd co IN EXISTING SHEETROCK ZINC SHEETROCK ZINC <br />CONCRETE GYPSUM BOARD OVER METAL <br />a g SLAB CONTROL JOINT NO.093 CONTROL JOINT NO. 093 <br />0 0 5/8" FIRECODE STUD FRAME WALL. REFER <br />BOTH SIDES. BOTH SIDES. TO WALL LEGEND. REFER TO <br />4' DIAMETER STEEL PIPE WITH 4" DIAMETER STEEL TYPE'X' GYPSUM 5/8"GYPSUM PANEL <br />CONCRETE INFILL. PROVIDE PIPE, CONCRETE PANEL 5/8" 5/8" FIRECODE TYPE W 5/8" GYPSUM PANEL SCHEDULE FOR PAINT FINISH. <br />PLASTIC CAP AT TOP. SET IN 3/4" ANCHOR BOLT 4" DIAMETER STEEL PIPE, GYPSUM PANEL <br />CONCRETE FOOTING T-O" DEEP OR DRILL AND GROUT FILLED WITH CAP CONCRETE FILLED WITH <br />INTO FLOOR SLAB TOP. SET IN CAP TOP. WELD TO BASE <br />BELOW FROST DEPTH WITH 2 MIN. CONCRETE ...�: : ,: `.: ..; •....,•,. ..... .. ..•....•...: _ �, •-;: .:.{..:::.:.:::.::::. <br />AROUND PIPE. PAINT "SAFETY WITH NON -SHRINK 3/4" FIRE RETARDANT <br />FOOTING &-0" DEEP PLATE WITH CONT. WELD TREATED PLYWOOD TO 8'-0" <br />YELLOW" GROUT. AT PERIMETER OF PIPE. <br />WITH 2" MIN. AFF SCREW TO WALL <br />EXTERIOR INTERIOR 1/2" STEEL BASE MING, REFER TO <br />AROUND PIPE. PAINT "SAFETY YELLOW" SCHEDULE FOR PAINT FINISH. <br />PLATE. PAINT "SAFETY rl <br />4" DIAMETER STEEL YELLOW" <br />OVERHEAD <br />DOOR PIPE CAP TOP. WELD ..._ .•s, .. - <br />TO BASE PLATE WITH <br />2" MIN CONT. WELD AT NOTE: 1/2" <br />2 I I I PERIMETER OF PIPE. 4 MAX. SPACING TO BE 30'-0" MAX• 5/8" FIRECODE _ ; ; A.. , PROVIDE CLEAR SEALANT <br />.. <br />!r1 <br />N N ZZ ••� <br />VF-a� o <br />.� <br />N N E <br />h N � <br />Z ~ <br />F d L4 a: <br />Z <br />O <br />H <br />a <br />U <br />W <br />LW <br />1_ <br />Q <br />W <br />D_ <br />• FACE OF •OOR • . EN • -- <br />■ <br />• <br />�` ��` ` ��` �lz sc �` � -• • - . • 1 1 TTACHM <br />NT <br />■ .FU <br />EFTAWRADLAL <br />•III>a • <br />�� I �Q c ATTACHMENT REQUIREMENTS. V VgI tI <br />cn <br />a. <br />(n Z <br />p <br />IL = io <br />CONCRETE <br />FOOTING FOR <br />BOLLARD <br />INTERIOR / EXTERIOR CONTROL JOINT FOR ONE -HOUR GYPSUM BOARD CONTROL STOCK ROOM BASE <br />08 BOLLARD SECTION SCALE: 1" =1'-0" 07 SCALE: 1" =1'-0" 06 SCALE: 3" =1'-0" 05 SCALE: 3" = 1'-0" 04 SCALE: 1 1/2" =1'-0" <br />BOLLARD SECTION RATED PARTITION JOINT DETAIL <br />#4x1'-0" INTO EXISTING SLAB @ <br />12" O.C. DRILL & EPDXY DOWEL <br />W/ HILTI HIT-HY 150 MAX <br />4" MIN. THICK CONCRETE <br />INFILL WITH <br />6X6-W2.1XW2.1 WWF <br />VAPOR BARRIER AS <br />REQUIRED BY LOCAL PLUMBING TRENCH 6" <br />CODE EMBED. <br />TYP. <br />-- <br />: I <br />ti <br />� 7 <br />t <br />--' - - ..,.. - - - —. - <br />................_ ....� .�.:: <br />(' _ (�._i <br />COMPACTED -- <br />GRANULAR <br />SUB -BASE <br />03 NOT USED SCALE: N.T.S. 02 NOT USED SCALE: 1/2"=V-0" 01 TYPICAL FLOOR PATCH DETAIL SCALE: 11/2"=V-0" <br />CV <br />L I <br />M <br />2 J LL <br />}J <br />11J <br />N= <br />� W <br />N <br />J <br />Q <br />H <br />W <br />0 <br />ISSUED FOR: <br />PERMIT <br />03.14.19 <br />BID <br />03.14.19 <br />CONSTRUCTION <br />00.00.00 <br />REVIEW SET <br />03.14.19 <br />PROJECT MANAGER DESIGNER <br />SS SS <br />JOB NO. <br />18390 <br />A800 <br />
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