|
I 1111: ljmfmi�iongAillillis IIII Hill TH I I I
<br />(1) 6IMP50N M5TA3(o RUNNING
<br />ALONG THE EXTERIOR 51DE OF THE
<br />TOP PLATE CENTERED AT COFNER
<br />5HEATHING,
<br />MAY BE APPLIED OvER
<br />0,131 x 3" COMM, AT 16" o.c.
<br />5IMP50N 5PH4/b/a OR
<br />UNLE65 NOTED OTHIERW15E, T, (2) 6IMP60N 5DWG15600
<br />AT A MINIMUM ALL FROM 5TUD TO TOP PLATE
<br />UN5PECIFIED FRAME TO
<br />L - - - - - - - - - - - - - - - J FRAME CONNECTION5 6HALL
<br />CON515T OF (3) 0.13111X3-1/211
<br />END NAIL5 OR TOENAIL5.
<br />ATTACH PLIE5 PER "a/55"
<br />$A 5IMP50N M5TCM 60 MAY 5IMP50N HTT4 W1 5/0" DIA
<br />BE 5U55TITUTED FOR AN A.B. (WHEN 4-5TUD CORNER
<br />F "P",
<br />A"" "H
<br />HTT4 WHERE LOCATION OCCUR5 ON TOP OF GIRDER
<br />ALIGN$ WITH A FILLED CELL. OR FRAME, ATTACH W1 (2)
<br />> 5IMP50N M5TA3& 5TRAP5.)
<br />NOTE:
<br />U5E 4-5TUD CORNER 5HOWN
<br />FOR 2x4 FRAME. FOR 2x(o OR
<br />26 FRAME, A 3-5TUD
<br />CONFIGURATION MAY BE U5ED,
<br />EXTERIOR FRAME BEARING WALL CORNER DETAIL A
<br />SCALE: N.T.S.
<br />SN1
<br />INSULATION REQ.
<br />LOCATION
<br />R-VALUE / TYPE
<br />-
<br />EXT CONC WALL
<br />R-4.1 HIGH PERM
<br />EXT F RAM E 2X4
<br />R-1 11R-1 3 KRAFT FACED
<br />- EXT FRAME 2X6
<br />R-1 9 KRAFT FACED
<br />- CONDITIONED CEILING
<br />R-30 BLOWN -IN
<br />(INSTALL BAFFLES AT EAVE)
<br />GARAGE SEPARATION
<br />(GARAGE / LIVING)
<br />R-1 1/R-1 3 KRAFT FACED
<br />(2) SHEET METAL
<br />SCREWS PER
<br />A/C UNIT
<br />F
<br />BRACKET
<br />(4) HURRICANE
<br />BRACKETS
<br />3/8" DIAMETER CEMENT
<br />ANCHORS, TYP 3" TO 5"
<br />LONG
<br />A/C PAD
<br />A/C UNIT HOLD DOWN
<br />* 11 *
<br />SCALE: N.T.S.
<br />101-011
<br />TANK -LESS W/H
<br />H C G
<br />.4
<br />CORNER OF 000
<br />HOME 51-011
<br />GARAGE SIDE e- 0
<br />STUB -OUT FOR LO
<br />1 0
<br />GAS METER 0
<br />0
<br />- - - - - - - - - - - - - - - - 3:
<br />- - - - - -
<br />MEASUREMENTS ARE FROM FINISHED FLOOR
<br />ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER
<br />ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER
<br />GAS CONNECTION DETAIL
<br />"ONLY APPLIES TO HILLSIBOROUGH AND PASCO COUNTY"
<br />RAFTER SPAN TABLE
<br />MEMBER SIZE AND SPACING
<br />MAXIMUM LENGTH
<br />MEMBER CONNECTIONS*
<br />2" X 4" @ 16" O.C.
<br />T-5"
<br />(2) 16d TOENAILS
<br />2" X 6" @ 16" O.C.
<br />101-81,
<br />(2) 16d TOENAILS
<br />2" X 8" @ 16" O.C.
<br />13'-9"
<br />(3) 16d TOENAILS
<br />2" X 10" @ 16" O.C.
<br />16-5"
<br />(1) SIMPSON HTS20 OR (3) 16d TOENAILS
<br />2" X 12" @ 16" O.C.
<br />19'-3"
<br />(1) SIMPSON HTS20 OR (4) 16d TOENAILS
<br />2" X 4" @ 24" O.C.
<br />6-1
<br />(2) 16d TOENAILS
<br />2" X 6" @ 24" O.C.
<br />T-61'
<br />(2) 16d TOENAILS
<br />2" X 8" @ 24" O.C.
<br />111-01,
<br />(2) 16d TOENAILS
<br />2" X 10" @ 24" 0. C.
<br />1IT-I
<br />(3) 16d TOENAILS
<br />2" X 12" @ 24" O.C.
<br />1 1514"
<br />1 (1) SIMPSON HTS20 OR (3)16d TOENAILS
<br />TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
<br />SOUTHERN YELLOW PINE, 55 PSF LOADING
<br />W I
<br />UJ
<br />1
<br />M
<br /><
<br />ROOF DIAPHRAGM NAILING SCHEDULE
<br />RIDGE LINE
<br />. .
<br />. . . . . . . . .
<br />. . . . . . . . . . . . . .
<br />i- +
<br />+ 4-F
<br />. . . . . . . .
<br />. . . . . . . . . . . . . .
<br />+ +
<br />. .
<br />. . . . . . . . ..
<br />. . . . . . . . . . . . . .
<br />i- +
<br />+ 44
<br />. . . . . . . . . .
<br />. . . . . . . . . . . . . .
<br />. .
<br />+ +
<br />+
<br />+ 4
<br />+ +
<br />/++,o
<br />1_0" (TYP.)
<br />-,",TYP`
<br />01 6'-0"
<br />+ 40
<br />+ + .1
<br />00 6-0"
<br />+
<br />+ +
<br />+
<br />+ +
<br />+ +
<br />I- +
<br />+ 4
<br />1- +
<br />+ 4
<br />+ +
<br />. .
<br />. .
<br />L
<br />+
<br />+ 4
<br />1- +
<br />+ +
<br />+ 4
<br />+ +
<br />+ +
<br />+ +
<br />+
<br />+
<br />+ + + +
<br />+ +
<br />.
<br />. . . . . + + + +
<br />++ +
<br />+ +
<br />+ +
<br />+ + + + +
<br />z
<br />. .
<br />. . . . + + + +
<br />4- +
<br />+
<br />. . . . + +
<br />.
<br />. . . . .
<br />+ + + + +
<br />+ +
<br />+
<br />+
<br />+
<br />+ + + 4. J. 4, 4-
<br />+- +
<br />3 SECOND GUST EXPOSURE "C" WIND ZONE
<br />0J
<br />LINE
<br />3 SECOND GUST EXPOSURE "C" WIND ZONE
<br />15/32" CDX
<br />PLYWOOD OR
<br />7/16" OSB
<br />UU n 11� of InIlr\ INn-Q �w V OU n]111U 01
<br />IMPIM 111MIL0 �W V VA- F-LJUL�O CX
<br />4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O,C. INTERMEDIATE
<br />0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER
<br />RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER
<br />16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH
<br />0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER
<br />2 INCH NAIL LENGTH 2 INCH NAIL LENGTH
<br />FOR 8d RING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL'GUN NAILS MAY BE USED
<br />NOTE:
<br />1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED.
<br />2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER.
<br />3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS
<br />OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN.
<br />Backer and Filler Block Dimensions
<br />BCIOJoist
<br />Backer Block
<br />Thickness
<br />Filler Block Thickness
<br />Series
<br />3/4" or 7/8"
<br />5000s 1.8/1.7
<br />wood panels
<br />Two 3/4" wood panels or 2 x
<br />1- 1 /8" or two 1/2"
<br />6000s 1.8/1.7
<br />wood panels
<br />2 x - + 5/8" or 3/4" wood panel
<br />1-1/8" or two 1/2"
<br />6500s 1.8/1.7
<br />wood panels
<br />2 x - + 5/8" or 3/4" wood panel
<br />1- 1 /8" or two 1/2"
<br />602.0
<br />wood panels
<br />2 x - + 5/8" or 3/4" wood panel
<br />902.0
<br />2 x lumber
<br />-
<br />Double 2 x lumber
<br />I - - -- 1
<br />DOUBLE JOIST CONSTRUCTION
<br />(Not required if both loaded equally from above)
<br />Filler blocking
<br />1/8" gap
<br />I , .1 -4
<br />FILL CELL
<br />STD. 90' HOOK BOND BEAM
<br />F F
<br />...........
<br />U)
<br />.4 �T 111.....................11 ..........
<br />........... .......... .
<br />...... ....... .....
<br />1
<br />> STD. 90'
<br />CONT.
<br />CONT. #5 HOOK
<br />BAR
<br />BAR
<br />V*-
<br />-1-
<br />..
<br />#5 CONT.
<br />ti
<br />FROM
<br />FOUNDAT
<br />TO HIGHE
<br />7PITE
<br />BOND BEA
<br />BOND BEAM STEP
<br />SCALE: N.T.S.
<br />2nd FLOOR
<br />INTERIOR/EXT WALL SEE
<br />PLAN FOR MORE INFO
<br />CONT. BASE PLATE
<br />BEARING COLUMN
<br />PLYWOOD FLOOR
<br />SEE PLAN FOR REQ'D
<br />SHEATHING PER PLAN
<br />COLUMN AND
<br />CONNECTION 0
<br />TJI TO BE CUT TO ALLOW
<br />FOR BLOCKING/TJI
<br />MASONRY WALL OR
<br />INTERIOR BRG. WALL
<br />TJI PER PLAN
<br />OTHERWISE SOLID
<br />BLOCKING TO MATCH
<br /># OF 2nd FLOOR
<br />Solid block all post from
<br />STUDS
<br />above to bearing b low.
<br />SECTION INT. BRG. WALL
<br />N.T.S.
<br />1/8" min., Small gap 2" in.
<br />2" "
<br />Clinch nails
<br />when
<br />possible
<br />1) Support back of web during nailing to prevent damage to
<br />web -flange connection. t fit
<br />2) Block solid between joists for full length of span. Tigh
<br />3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min.
<br />4) Place joists together and nail from each side with 2 rows of 1 Od nails
<br />required when indicated or 4" max.
<br />2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite
<br />- Hangers with side nailing.
<br />OF -THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6".
<br />- Hangers with sides not containing
<br />WEB STIFFENER
<br />top flange of joist.
<br />DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S.
<br />- Under 2nd floor column w/ loads
<br />max. 4
<br />max.
<br />N.T.S.
<br />SQUASH BLOCKS AT INTERIOR
<br />BEARING
<br />Vertical load transfer =1900 pif max along load bearing wall.
<br />Load bearing wall must stack
<br />*Non -stacking walls
<br />over squash=20 blocks and
<br />0'
<br />require additional
<br />w
<br />wall or beam below.�
<br />k
<br />consideration. Check
<br />local building
<br />-f
<br />k1/16"
<br />code for appropriate
<br />details in
<br />One 10d box
<br />areas=20 of high
<br />6
<br />or--20 sinker
<br />lateral load.
<br />nail each side
<br />at bearing.
<br />Squash block
<br />(2x4 minimum)
<br />Bearing wall, Versa -Lam LVIL or
<br />Glulam Beam
<br />SEE FLOOR PLAN
<br />FOR BRG. OR
<br />NON-BRG. WALL
<br />SEE PLAN FOR REQ'D
<br />MAIN SLAB. SEE
<br />STAIR INFO. IF CONC.
<br />PLAN FOR MORE INFO.
<br />STAIRS FORMED &
<br />�A
<br />POURED W1 (1) #5
<br />I r
<br />EACH STEP
<br />z
<br />< CD
<br />FOR 2-0" TALL STEM W -.1 Cl)
<br />PLACE #5 VERTICAL @ 8'- - - a_ .
<br />E
<br />O.C. MAX. AND FOR 3-0" C/) 2
<br />TALL STEM WALL PLACE #5
<br />F
<br />VERTICAL @ 5'-4" O.C. MAX.
<br />@ EACH CORNER &
<br />COLUMN. SEE PLAN FOR 1=1 11-111-111-1
<br />-I
<br />1,
<br />MORE INFO. & COLUMN IlLd I 11-11
<br />1=1
<br />LOCATIONS El I 1-
<br />(2) #5 BARS CONT.
<br />.0
<br />16"
<br />LARGE STEP DOWN
<br />SCALE: 3/4"= 1 1-01,
<br />1\,�N J1
<br />Boise Joist Blocking
<br />I I.-P.1"(10ril nnih; at 6" n r
<br />Web Sfiffener rastener Schedule
<br />Joist Bearing Location
<br />Series I DeDth I End Intermediate
<br />BCI 5000s @
<br />9-1/21,
<br />2-8d
<br />2-8d
<br />11-7/8"
<br />2-8d
<br />3-8d
<br />7T,-,
<br />- =-8d
<br />5-8d
<br />BC16000S
<br />BCI 6500s@
<br />9-1/2"
<br />2-8d
<br />2-8d
<br />11-7/81,
<br />2-8d
<br />I 3-8d
<br />14"
<br />2-8d
<br />5-8d
<br />16"
<br />2-8d
<br />6-8d
<br />BCI 60so
<br />11-7/8"
<br />2-8d
<br />3-8d
<br />14"
<br />2-8d
<br />5-8d
<br />16"
<br />2-8d
<br />6-8d
<br />BCI 90se
<br />111-7/8"
<br />3-16d
<br />3-16d
<br />1 14"
<br />5-16d
<br />5-16d
<br />16"
<br />6-16d
<br />6-16d
<br />higher than 15001b.
<br />BLOCKING PANEL, INTERIOR
<br />Vertical load transfer =1 900 plf max. along bearing wall
<br />Required on interior walls for vertical load transfer Plumbing
<br />when load bearing - for lateral support when joists
<br />meet over wall, or wall stacks directly over wall or
<br />beam below Load bearing wall must stack over
<br />blocking and wall or beam below.*
<br />(� Joist
<br />When joists meet over wall, provide
<br />13/4" minimum bearing for each. I -Joist can be offset
<br />up to 3" to avoid
<br />vertical plumbing
<br />3" max
<br />JOISTS OFFSET
<br />uou
<br />'oc'
<br />Whe
<br />1
<br />134
<br />T]
<br />N.T.S.
<br />Provide adequate bearing Use 1 OdxY nails at 6"o.c. for all joist
<br />for each lapped joist. blocking panel *Non -stacking walls
<br />-10d nails require additional consideration.
<br />SECTION INT. BRG. WALL
<br />N.T.S.
<br />KNOCKOUTS) ALLOWED
<br />IN BEARING ZONES --I
<br />DO NOT cut, notch
<br />or drill flanges
<br />MINIMUM SPACING = 2x GREATEST
<br />D DIMENSION OF LARGEST HOLE
<br />(see table below) (KNOCKOUT EXEMPTS) D
<br />(see table below)
<br />0
<br />to
<br />%
<br />44
<br />A 1Y2" ROUND HOI E MAY J 6" 0 NOT CUT HOLES
<br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN ly2.'
<br />THE WEB. PROVIDE AT OUND IN
<br />LEAST 3" OF CLEARANCE CANTILEVERS,
<br />FROM OTHER HOLES
<br />Y"
<br />MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1 2
<br />n 0
<br />6-
<br />CANTILEVER
<br />NOTES:
<br />1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS.
<br />2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSIF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY.
<br />3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO.
<br />4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS
<br />THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF
<br />A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT,
<br />5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE
<br />MEMBER CONDITIONS.
<br />6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF
<br />THE LARGEST HOLE.
<br />7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
<br />8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" KNOCKOUT HOLES TURNED WITHER
<br />UP OR DOWN.
<br />9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS
<br />PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE
<br />POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE.
<br />HOLE CUTTING CHART
<br />N.T.S.
<br />Backer block (12" wide min.)
<br />Nail with 10- 10d nails.
<br />��Install tight to.top flange.
<br />A
<br />Filler block.
<br />Nail with
<br />10-1 Od nails.
<br />Backer block required where top
<br />mount hanger load exceeds 250 lbs.
<br />Install tight to top flange.
<br />1/4"-2" gap -
<br />Backer Block
<br />"Top Mount" "Face Mount"
<br />Backer block shall be tight Backer block shall be tight
<br />to bottom of top flange with to top of bottom flange with
<br />1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top
<br />flange. flange.
<br />Web stiffeners are not required when top /Web stiffner as
<br />required if hanger
<br />flange is laterally supported by joist hanger. doesn't meet
<br />height
<br />requirements
<br />j . 7.
<br />0.6 X Joist
<br />: /.
<br />depth
<br />I -JOISTS BUCKETS
<br />N.T.S.
<br />SIMPSON MGT
<br />w/ (22) 1 Od
<br />NAILS TYP.
<br />GIRDER TRUSS
<br />2"x TOP
<br />PLATE
<br />pl�
<br />5/81
<br />THRU
<br />BOLT
<br />2"x BUILT
<br />UP COLUMN
<br />SIMPSON MGT
<br />w/ (22) 10d
<br />NAILS TYP.
<br />TYPICAL SIMPSON MGT TO
<br />BUILT-UP COLUMN DETAIL
<br />TYPICAL SIMPSON
<br />LUS/HUS/HUC INSTALLATION
<br />AIN. EMBEDMENT
<br />SCHEDULE FOR
<br />:-: AND QUANTITY
<br />)F FASTENERS
<br />TYPICAL SIMPSON HETA20
<br />HETAL20 INSTALLATION
<br />A/C CHASE 4" PVC -
<br />SLEEVE THRU STEM
<br />WALL
<br />TEL
<br />I 'A
<br />00
<br />FIN
<br />HA I I I-T 11-111
<br />I I I El I 1--
<br />I L� Fil =1 I M='Tl -1=,,
<br />1-a V 4L .
<br />SLEEVE THRU STEM-/ 4
<br />SEE PLAN FOR--'
<br />FOUNDATION INFO
<br />STEM FOUNDATION
<br />GRADE
<br />-REINF. SEE PLAN
<br />Z-A/C CHASE 4" PVC,
<br />(2) 95 REBAR
<br />SLEEVE THRU FOOTING
<br />MONO FOUNDATION
<br />TYP. FND. PENETRATIONS
<br />SCALE: N.T.S.
<br />IN 3
<br />SIMPSON HETA20 HETAL20
<br />INSTALLATION AT MID SPAN
<br />SIMPSON I
<br />w/ (118) 1 Od
<br />NAILS
<br />UPLIFT = 1
<br />TYPICAL SIMPSON
<br />H10A INSTALLATION
<br />JOTE:
<br />)PLIFT VALUE
<br />5 BASED ON
<br />).P.F.
<br />LOCATION OF
<br />SECOND H10A
<br />(WHEN
<br />REQUIRED)
<br />TYPICAL SIMPSON
<br />MTS/HTS INSTALLATION
<br />TOP (2) #5's x 4'-0"
<br />CENETERED @ PIPE
<br />PENETRATION
<br />J
<br />4 1
<br />PLUMBING LINE
<br />PVC OR SCH40 SLEEVE
<br />4
<br />X11-:71 1 IEI I I - I I
<br />El
<br />SIZE & R
<br />SEE FIND. PLKI I
<br />i�
<br />12" BELOW
<br />PIPE VERTICAL THRU FND.
<br />GRADE
<br />TOP (2) #5's x 4'-0"
<br />CENETERED @ PIPE
<br />PENETRATION
<br />PVC OR CH40 SLEEVE
<br />PLUMBING LINE
<br />z
<br />-J
<br />SEE FND. PLN.
<br />SIZE & REINF.
<br />PIPE PERPENDICULAR TO FND.
<br />TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE
<br />D @ PIP
<br />E
<br />PENETRATION PLUMBING LINE
<br />CENETERE
<br />4
<br />4
<br />SEE FND. PLN.
<br />SIZE
<br />...... ..
<br />C, E N
<br />-Z- 0.8
<br />8
<br />C)4
<br />0.. &; ;z.
<br />e XV. A4
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<br />�� 0 oz<'.E
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<br />SCALE AS NOTED
<br />DATE 03-11-2019
<br />SHEET NO.
<br />SN 1
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