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n 18FBS2300183
<br />12/15/2• 3
<br />suBJ— TO
<br />MIN. NUMBER OF ANCHORS PER WALL
<br />.nn arar.oi SPACING NOT TO EXCEED 48"oc.
<br />WALL NUMBER
<br />WALLA ....................3
<br />METAL ROOFING
<br />WALL B ....................3 l J
<br />INT. WALLS .............. 3 2x6 RAFTERS 0&--FRC
<br />ION FASTEN SHEATHING TO RAFTERS /1 T
<br />PER FASTENING �TT� J
<br />WALL 1 ....................3 s/a" SHEATHING SCHEDULE @EDGE PATTERN 2x6 RAFTER OFF LAYOUT FASTEN SHEATHING TO RAFTERS
<br />TOP SIDE OF RAFTERS OVER WALLAS SHOWN, SEE PER FASTENING
<br />WALL 2 ....................3 ROOF FRAMING PLAN SCHEDULE @ EDGE PATTERN
<br />WALL3 .................... 3 12 24" 24"oc.
<br />4 2 s/e' SHEATHING 13Y,"
<br />FASTEN SHEATHING TO % SHEATHING INSULATION METAL TOP SIDE OF RAFTERS
<br />RIM PER FASTENING METAL ROOFING TOP SIDE OF RAFTERS ROOFING INSULATION
<br />SCHEDULE @ EDGE PATTERN N \ / fi
<br />FLASHING
<br />EAVE METAL (90°) �,< 3/4" SHEATHING
<br />BOTTOM SIDE
<br />2 x 6 RIM WRAPPED 2 #12 SCREWS PER OF RAFTERS 2x6 RAFTERS 2x6 RAFTERS 2 x 6 RIM WRAPPED
<br />FASTENING SCHEDULE
<br />WOOD FRAMED WALLS
<br />WOOD FRAMING STUDS -TO -TOP & BOTTOM PLATES
<br />(2) 0.131N 3" NAILS
<br />SHEATHING -TO -INTERIOR FRAMING (BOTH SIDES)
<br />16ga. x 1 1/2" STAPLE (SENCO N17) @ 6"oc EDGE, 12"oc FIELD
<br />GABLE END WALLS (BOTH SIDES)
<br />16ga. x 1 1/2" STAPLE (SENCO N37) @ 6"oc EDGE, 12"oc FIELD
<br />BOTTOM PLATE -TO -CAP BEAM (EXTERIOR WALLS)
<br />#12 SCREWS @ 8"oc
<br />ROOF
<br />RAFTERS -TO- RIMS
<br />MIN. OF (3) 0.131 x 3" NAILS (END GRAIN)
<br />SHEATHING -TO- RAFTERS
<br />0.113x2 3/8" NAILS @ 6" a. EDGE, 12" oc. FIELD. LONG AXIS PERPENDICULAR TO FRAMING,
<br />OFFSET PANEL ENDS 4'. BLOCK PANEL EDGES OF PIECES LESS THAN 24" WIDE.
<br />ROOFING -TO -SHEATHING
<br />#5-18 TRUSS HEAD WOOD SCREWS. 12"OC. @PANEL EDGES WITHIN 3'-0" OF ROOF SIDES.
<br />24"OC. @ PANEL EDGES FOR REMAINDER OF ROOF.
<br />I
<br />w/ FORMED METAL PIECE OF BLOCKING w/ FORMED METAL
<br />2x4 BLOCKING 3 WOOD FILLER SHEATHING
<br />GAP BEAM TOP SIDE OF RAFTERS
<br />TF
<br />2 x 6 RIM WRAPPED ]/" SHEATHING BOTTOM 3/" SHEATHING BOTTOM SCREWS @" 24" SPAX x 3"
<br />IF
<br />-1 ANCHORS (SPACING PER CHART) w/ FORMED METAL %6' FRC SIDE OF RAFTERS SIDE OF RAFTERS s/s' FRC METAL ROOFING
<br />7" '.:I.- 3y "x 3�"x y" STEEL PLATE FLASHING SDS ye x 2�" OR SPAR ye x 3" SOS y4 x 2�" OR SPAX y4 x 3"
<br />WELDED TO END OF Y2"O x 20" LONG SCREWS @ 12"a. SCREWS @ 12"oc.
<br />REBAR (ASTM A706) WITH 3/s' FILLET 23"
<br />WELD ALL AROUND. 2x3 WOOD TOP PLATE 20 WOOD TOP PLATE
<br />FASTEN CAP BEAM TO STEEL ANCHOR 2x3 WOOD STUDS @ 16"oc. 2x3 WOOD STUDS @ 16"oc. 11
<br />PLATE WITH MIN. OF 1Y," OF 3%6" FILLET w/ %s' SHEATHING PER w/ %Ie SHEATHING PER 2x6 RAFTERS
<br />WELD, I I STRUCTURAL DESIGN SCHEDULE STRUCTURAL DESIGN SCHEDULE
<br />CORRUGATED SIDING OVER CORRUGATED SIDING OVER
<br />EAVE DETAIL WEATHER RESISTIVE BARRIER WEATHER RESISTIVE BARRIER /q' SHEATHING BOTTOM
<br />%s'FRC
<br />(SH1 1/2" = 1'-0" SCREWS PER (USEOONL M REF.
<br />FRC
<br />R.) ONLY) SCREWS PER SIDE OF RAFTERS /s FRC is'
<br />FASTENING SCHEDULE FASTENING SCHEDULE
<br />1/4 (SHOWN FOR REF. ONLY) 2x3 WOOD TOP PLATE
<br />2x3 PT WOOD BOTTOM PLATE 2x3 PT WOOD BOTTOM PLATE (USE ONLY IN R.R.)
<br />RESTROOM MECH. ROOM
<br />2 FLASHING FLASHING 2x3 WOOD STUDS @ 16"oc.
<br />FASTEN SHEATHING TO RIM
<br />PER FASTENING w/ %D SHEATHING PER SCREWS PER
<br />METAL ROOFING SCHEDULE @ EDGE PATTERN CAP BEAM CAP BEAM STRUCTURAL DFSIGN SCHEDULE FASTENING SCHEDULE
<br />2x6 RAFTERS INSTALLED ON SITE 1/a
<br />MIN. N T CONT. STEEL
<br />ANCHORS @ 48".. (MAX.): ANCHORS @ 48"oc. (MAX.): RESTROOM 2x3 PT WOOD BOTTOM PLATE
<br />s/e' SHEATHING FASTEN TO RIM w/ 0.148x1�" NAILS-�: SEE EAVE DETAIL FOR SEE EAVE DETAIL FOR MECX ROOM
<br />TOP SIDE OF RAFTERS @ 12" oc. EA. SIDE OF ROOF PANEL F, SIZE, DETAILS & QUANTITY SIZE, DETAILS & QUANTITY {-
<br />INSULATION -�: _ ,L I_: CAP BEAM
<br />ANCHORS @ 48"oc. (MAX.):
<br />SEE EAVE DETAIL FOR
<br />SIZE, DETAILS & QUANTITY
<br />f.
<br />3/"SHEATHING BOTTOM %6'FRC
<br />SIDE OF RAFTERS
<br />(SITE CONNECTION)
<br />SOS y4 x 2Y2" OR SPAR Y4 x 3" yz" 0 THREADED ROD/BOLT (ASTM A=307)
<br />SCREWS @ 12"oc. WITH 1Y"0 WASHER AT 48"oc. THROUGH
<br />MIN. 2x4x6 BLOCKING EACH SIDE
<br />2 RIDGE DETAIL 4 GABLE EAVE DETAIL @ GRID B 5 GABLE EAVE DETAIL @ GRID A 6 INTERIOR WALL DETAIL
<br />1 1/2" = V-0" 1 1/2" = V-0" 1 1/2" = V-0" 1 1/2" = V-0"
<br />2x6 RAFTER OFF LAYOUT METAL ROOFING
<br />lx6 FRC TRIM
<br />FASTEN SHEATHING TO RIM 2x3 WOOD FRAMED WALL
<br />/� PER FASTENING W/ %s' SHEATHING BOTH SIDES
<br />METAL ROOFING V J SCHEDULE @ EDGE PATTERN FRC CAP BEAM
<br />WATER TABLE SILL 2x6 RAFTERS T INSTALLED ON SITE MIN. 16 CONT. STEEL N
<br />%° SHEATHING FASTEN TO RIM w/ 0.148x1yi" NAILS __ ________ 2x6 RAFTERS li %6' FRC
<br />WAINSCOT @ 12" oc. EA. SIDE OF ROOF PANEL WITH ES SHEATHING
<br />TOP SIDE OF RAFTERS BOTH SIDES OF RAFTERS ly]"x ly]"x ya' ANGLE m S.S. VENT SCREEN
<br />SCREWED INTO ROOF I2y2' II✓�
<br />FRC SIDING S.S. VENT SCREEN CAPBEAM
<br />INSULATION ly"x 1Y2"x Yaa' ANGLE
<br />4 x 8 x 16 CMU BLOCK WALL FULLY GROUTED. G P lyi"x P/]"x y" ANGLE
<br />TWO 9ga. WIRES FOR HORIZONTAL JOINT Pm= 1500psi SCREWED INTO WOOD TRIM STATEMENT OF SPECIAL INSPECTIONS
<br />REINFORCEMENT @ Woc AND #3 REBAR CMU= 1900psi INTERIOR THE MATERIALS, SYSTEMS, COMPONENTS AND WORK REQUIRED TO HAVE SPECIAL INSPECTIONS ARE LISTED
<br />@ 8" oc VERT. PROVIDE #4 REBAR VERT. @ GROUT= 2000psi NOTE: OUTER SCREEN TRIM MUST NOT BE as IN THE TABLES BELOW AS WELL AS THE TYPE AND EXTENT AND FREQUENCY. INSPECTIONS WILL BE
<br />CORNERS, WITHIN 16" EA. SIDE OF OPENINGS, COMPLETED BY THE ENGINEER OF RECORD OR OTHER ENGINEER DESIGNATED BY THE ENGINEER OF
<br />WITHIN 8" EA. SIDE OF MOVEMENT JOINTS, @ MORTAR= TYPE S SECTION A SCREWED THROUGH CAP BEAM SO AS RECORD OR CARLSON TESTING.
<br />ENDS OF WALLS & @ MAXIMUM 10'-0" oc. USE TO PREVENT WATER INTRUSION. 1 I.
<br />TYPE'S' MORTAR. HORIZONTAL NOTE: PER ACI 530 TABLE 2 -
<br />%' SHEATHING BOTTOM NO SPECIAL INSPECTIONS ARE REQUIRED FOR SEISMIC OR WIND RESISTANCE.
<br />REINFORCEMENT IS REQUIRED AT BOTTOM AND %a" FRC METAL ROOFING
<br />SIDE OF RAFTERS
<br />TOP OF WALL OPENINGS & MUST EXTEND 24"
<br />€
<br />WALL FRAMING SECTION B
<br />OR > = 40 BAR DIAMETERS PAST OPENINGS O
<br />SDS'/4 x 2y]"
<br />n
<br />z
<br />u�
<br />OR SPAX y4 x 3"
<br />SEE SPEC SHEET FOR DETAILS
<br />N
<br />STARTER BARS: EMBED #4 BAR 5" DEEP w/ EPDXY #
<br />SCREWS @ 12"oc.
<br />B
<br />ro
<br />HILTI HY 200-R ICC ESR-3187
<br />HILTI HIT -RE 500 ICC ESR-3814 S S
<br />_
<br />lx6 FRC TRIM VENT SCREEN SUPPORT FRAME
<br />SIMPSON SET ICC ESR-2508 F _
<br />%6' FRC
<br />1y2"x 1Y2"x %" ANGLE BOTH SIDES
<br />N
<br />7„ ¢ N ..
<br />(SHOWN FOR REF. ONLY)
<br />oN
<br />(USE ONLY IN R.R.)
<br />1"x 1"x 3�s"0 S.S. VENT SCREEN
<br />COMPACTED SOIL FOR 6' S�"
<br />f
<br />2x3 WOOD STUDS @ 16"ot.
<br />WOOD RAFTERS WITH %q" SHEATHING
<br />\
<br />HORIZONTAL (MIN)
<br />w/ %6' SHEATHING PER
<br />TOP AND BOTTOM OF RAFTERS
<br />12
<br />-
<br />9--9-�-
<br />STRUCTURAL DESIGN SCHEDULE
<br />�4
<br />o
<br />(WALLS UNDER RIDGE BEAMS s
<br />1/a'
<br />1
<br />1/a"
<br />WALL FRAMING
<br />a
<br />—
<br />2sje ;�
<br />—III m —III—
<br />OMITTED @MECH. ROOM)
<br />SCREWS PER
<br />50> , SEE SPEC SHEET FOR DETAILS
<br />s'
<br />a
<br />FASTENING SCHEDULE
<br />CAP BEAM
<br />AND TRIM PIECE
<br />(SHOWN FOR REF. ONLY)
<br />=III a a
<br />REQUIRED VERIFICATION & INSPECTION OF MASONRY
<br />CONSTRUCTION
<br />INSPECTION TASK
<br />FREQUENCY
<br />connRuous aealoolc
<br />1. VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS
<br />X
<br />2. AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE
<br />FOLLOWING ARE IN COMPLIANCE:
<br />a. PROPORTIONS OF SITE -PREPARED MORTAR
<br />X
<br />b. CONSTRUCTION OF MORTAR JOINTS
<br />X
<br />c. LOCATION OF REINFORCEMENT
<br />X
<br />3. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE:
<br />a. GROUT SPACE
<br />X
<br />b. PLACEMENT OF REINFORCEMENT AND CONNECTORS
<br />X
<br />c. CONSTRUCTION OF MORTAR JOINTS
<br />X
<br />4. VERIFY DURING CONSTRUCTION:
<br />a. SIZE AND LOCATION OF STRUCTURAL ELEMENTS
<br />X
<br />b. TYPE, SIZE, AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS
<br />OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES, OR
<br />OTHER CONSTRUCTION
<br />X
<br />c. WELDING OF REINFORCEMENT
<br />X
<br />I I —III o 0 0 0 o CAP BEAM 2x3 PT WOOD BOTTOM PLATE ry I
<br />—III —I
<br />SHOWN••
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<br />IAGGREGATE BASE COMPACTED
<br />ANCHORS_ �p
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<br />I I/O7/2023
<br />CONCRETE SLABWITH MIN. #4 REBAR @ 8"oc E.W. TOP & #4 REBAR @ 16"oc BOTTOM.
<br />mH
<br />CAPBEAM
<br />cu
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<br />GRADE 60 MIN. ly4" COVER.
<br />CONCRETE STRENGTH MIN. 4000 psi @ 28 DAYS
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<br />(DESIGN BASIS IS 2500 psi @ 28 DAYS).
<br />48/4" 14y4" 6"
<br />�O�wpY er,I,TAP
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<br />3 SLAB & WALL DETAILS
<br />7 MODLINE DETAIL
<br />8 VENT SCREEN DETAIL
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<br />11/2"=1'-0"
<br />1 1/2" - V-0"
<br />1 1/2" = V-0"
<br />■■
<br />COPYRIGHT 2023, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM
<br />COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER
<br />RESTROOM
<br />JJPUBLIC
<br />PROJECT NAME &LOCATION:
<br />SHEET TITLE:
<br />Approved Tor Const:
<br />n6Nn: zosel
<br />o
<br />o
<br />■■ I�uousTRles, Irve.
<br />INDUSTRIES,INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT
<br />BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS
<br />COMPANY
<br />EMB
<br />DETAILS
<br />File Copy:
<br />-4
<br />Drawn By: NJP
<br />r�
<br />.O. BOx.s www.blazednd.wm
<br />AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES
<br />Building Better Places To Go.
<br />Everett, WA
<br />DATE
<br />REV#
<br />REVISION
<br />BY
<br />DATE
<br />REV#
<br />REVISION
<br />BY
<br />Issue Date: 10-18-23
<br />N
<br />�� eas omay s. ■ Aumeville, OR 9]325-0489
<br />OR PUBLIC RESTROOM COMPANY.
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<br />0
<br />Page 11 of 118 Expires 03/14/2024
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