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STANDING SEAM METAL ROOF OVER BUILDING PAPER, OVER
<br /> CORRUGATED METAL DECKING, OVER STEEL RAFTER BEAMS,
<br /> SEE STRUCTURAL
<br /> PROVIDE#8 SELF 2'-0"TYPICAL OVERHANG
<br /> TAPPING SCREW AT
<br /> 12"o.c. STANDING SEAM METAL ROOF, 12"
<br /> GALVANIZED GUTTER , 3'-4" 4'-8" 6-0" 4'-8" 3'-4" SEAM SEPARATION WIDTH, INSTALL 21'-0" 21'-0"
<br /> 18 GAUGE STL PER MANUFACTURER'S SPEC.S SEE
<br /> DETAIL 1/A1.2, 2/A1.2, 3/A1.2
<br /> BRACE AT 24"o.c. MINIMUM FIRE CLASS B
<br /> 2:12
<br /> 4'-0"WIDE METAL SHAPED
<br /> LOUVERS PER DETAIL 3/A1.1
<br /> 2 1
<br /> 5"
<br /> 3
<br /> 3'-0"x 7'-0" HOLLOW METAL DOOR VERDE DESIGN
<br /> Lu AND FRAME LANDSCAPE ARCHITECTURE
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<br /> 1x6 PERFORATED METAL SOFFIT p BUILDING IDENTIFICATION SIGN w SPORT PLANNING& DESIGN
<br /> BOARDS, ORIENTED UP THE SLOPE J ADJACENT TO DOORS, TYPICAL >
<br /> OF TE ROOF, FASTEN TO UNDERSIDE 0 / / 0 1843 Iron Point Rd #140
<br /> OF METAL DECKING AT ALL
<br /> EXTERIOR EAVES AND RAKES O u Folsom,CA 95630
<br /> / \ LINE INDICATES CHANGE IN / \ O tel: 916.415.6554
<br /> p 0 fax:408.985.7260
<br /> COLOR, NOT MATERIAL O
<br /> CLOSURE ANGLE, SEE STRUCTURAL 0° www.VerdeDesigninc.com
<br /> CMU BLOCK WALL b
<br /> FINISHED GRADE SEE CIVIL
<br /> DOWNSPOUTS SHALL BE ROUND � -
<br /> GRADING PLAN
<br /> o SCHEDULE 40 STEEL PIPE - GALV TAMP
<br /> 3" C3x3.5 BRACKET AT 6'o.c. WITH
<br /> 3"WIDE 24 GA GALV STL STRAP �—
<br /> o #8 SELF TAPPING SCREW EACH SIDE AT CHEMICAL INFORMATIONAL DOOR
<br /> w STRAP AND (2)TITEN 4"x14" CONC SCREW SIGNAGE PER DETAIL 1/MR-4
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<br /> STANDING SEAM METAL ROOF
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<br /> CONSULTANT
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<br /> WILLIAM C. KEMPF
<br /> Mlv CONTINUOUS GALVANIZED ARCHITECT
<br /> 0 2'-0"TYPICAL OVERHANG
<br /> z 2:12 GUTTER AND DOWNSPOUT
<br /> 911 Center Street, S�rice F
<br /> o Santa Cruz, CA 9506D
<br /> 831 459-D951
<br /> 1' 0"
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<br /> - www.wc ems .cam
<br /> z - PRECISION CUT CMU BLOCK FACES, CMU
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<br /> BLOCK TO BE STANDARD GRAY COLOR,
<br /> I CMU TO BE PAINTED PER SPECIFICATION
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<br /> N #09 91 15, COLOR TO MATCH EXISTING
<br /> ATHLETIC FACILITY, CONTRACTOR TO
<br /> a- PROVIDE SAMPLES FOR REVIEW AND i
<br /> o APPROVAL, CONTRACTOR COORDINATE
<br /> 3x6 STEEL ANGLE,
<br /> SEE STRUCTURAL WITH ARCHITECT IN FIELD, APPLY BLOCK
<br /> FILLER PRIOR TO PAINTING
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<br /> SSD A R Ch1
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<br /> METAL DECK UNDERSIDING
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<br /> m REINFORCING AT TOP OF WALL COLOR, NOT MATERIAL W
<br /> ..... [_IAM C. KEMPF
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<br /> •
<br /> No. 25962 �
<br /> z :
<br /> EXPIRATION
<br /> 0 PRECISION CUT CMU BLOCK FACES, CMU BLOCK
<br /> Z CMU BLOCK WALL TO BE STANDARD GRAY COLOR, BOTTOM CMU 14'-8" 4'-0" 6'-0" 4'-0" 13'-4" C
<br /> COURSES TO BE PAINTED PANTONE BLACK
<br /> OUTSIDE PER SPECIFICATION #09 91 15,
<br /> CONTRACTOR TO PROVIDE SAMPLES FOR REVIEW
<br /> SOUTH ELEVATION AND APPROVAL. CONTRACTOR TO COORDINATE EAST ELEVATION
<br /> Z WITH ARCHITECT IN FIELD, APPLY BLOCK FILLER
<br /> C0 PRIOR TO PAINTING
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<br /> o A1.2
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<br /> o METAL STUD WALL FRAMING AND 2'-0"
<br /> Lu 2 RAKE DETAIL SCALE: 1 1 /2"= 1 '-0" 2:12 STRUCTURAL COLUMN, SEE 2:12 TYP.
<br /> _ ---- ---- ___
<br /> z _____- 1 � --____ __ STRUCTURAL DETAIL 30/S4.2
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<br /> CONSTRUCTION PER DTL 3/A1.2
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<br /> 0 24 GA G.I. BREAK METAL FORMED HIGH
<br /> WIND DOME CAP, CONTINUOUS PER Q LINE OF CMU WALL BEYOND
<br /> $ MANUFACTURER'S SPECIFICATION 4Ld
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<br /> 24 GA. G.I. FLASHING _ J METAL SHAPED LOUVERS AT END
<br /> = N U Q L _J WALL, PER DETAIL 3/A1.1
<br /> 3 #8 SELF TAPPING SCREWS AT 12"o.c. 0
<br /> METAL DOOR AND DOOR FRAME
<br /> SHEET TITLE
<br /> zo ZEE CLOSURE STRIPS BY +I w AT END WALL
<br /> ROOFING MANUFACTURER
<br /> X o HEATER & FILTER ROOM EXTERIOR ELEVATIONS
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<br /> STANDING SEAM METAL ROOF PANELS OVER 0
<br /> Z 30# BUILDING PAPER, OVER CORRUGATED w � & ARCHITECTURAL
<br /> m 0 z CONCRETE SLAB AND FOOTINGS,
<br /> Z METAL DECKING, OVER STEEL RAFTER BEAMS
<br /> C? O A ID / 02R�M. HLO INE '� "' SEE STUCTURAL SECTIONS
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<br /> � OF THE METAL DECK
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<br /> a CMU WALL ABOVE
<br /> 0
<br /> oLIGHT GAUGE METAL STUDS (MIN
<br /> w 400S137-33 GALV) @ 16"o.c. SEE SECTION 'A-A' ATHLETIC IMPROVEMENTS
<br /> SECTION 'B-6'
<br /> o STRUCTURAL DWGS
<br /> w
<br /> 5/8"'D E NSG LASS' GOLD TYPE "X"
<br /> GYPSUM WALLBOARD ONE HOUR
<br /> W ONE HOUR WALL PER TABLE 21.1(2).13 - METAL 2'-0"
<br /> CONSTRUCTION (UL-U465 AND WP
<br /> 8007) OR EQUIVALENT WITH U STANDING SEAM METAL ROOF PANELS OVER 30# STUD WALL FRAMING AND STRUCTURAL TYP. PROJECT ADDRESS
<br /> Q 1"CORROSION BUGLE HEAD BUILDING PAPER, OVER CORRUGATED METAL COLUMN, SEE STRUCTURAL FOR LOCATION —
<br /> SCREWS AT 8"o.c. MAX TO FRAMING DECKING OVER STEEL RAFTER BEAMS, SEE 4600 E. FREMONT ST.
<br /> STRUCTURAL FOR FRAMING AND DETAIL 1/A1.2
<br /> z -WITH FRP FINISH, TYPICALB O 2:12 I 2 STOCKTON CA 95215
<br /> SIDES OF METAL STUDS (ONE HOUR
<br /> CD CD PER 2019 CBC TABLE 721.1(2).13)
<br /> o --------- ---------- -------------------------------------------------------------- A1.2
<br /> o CMU BLOCK WALL
<br /> > 2019 CBC TABLE 721.1(2).3) — J
<br /> > I 1 —
<br /> o — — —
<br /> A1.2 J SUBMITTAL DATE
<br /> 3 PARTITION DETAIL SCALE: 1 1 /2"= 1 '-0" Q Q CMU WALL BEYOND
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<br /> DRAINAGE INFORMATION
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<br /> DATE ISSUED SCALE
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<br /> DRAWING NAME: J:\2 Active Jobfiles\Verde Design\3 Active\Stockton USD\8 Franklin 2020\1 WCK Work\100% Submittal\Franklin Pool Bldg\Franklin Arch 2020_04-28.dwg
<br /> PLOT DATE: 04-28-20 PLOTTED BY: wckem EXTERIOR ELEVATIONS & ARCHITECTURAL SECTIONS
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