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GY,Illutl� Il�llot , Ylf�� <br />Backer and Filler Block Dimensions <br />BCI Joist <br />Backer Block <br />Series <br />Thickness <br />Filler Block Thickness <br />3/4" or 7/8" <br />5000s 1,8/1.7 <br />wood panels <br />Two 3/4" wood nels or 2 x _ <br />Pa <br />1-1 /8" or two 1 /2" <br />6000s 1.811.7 <br />wood panels <br />2x _ + 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 />2x _ lumber <br />Double 2 x _ lumber <br />DOUBLE JOIST CONSTRUCTION <br />(Not required if both loaded equally from above) <br />Filler blocking <br />1/8" gap <br />1) Support back of web during nailing to prevent damage to <br />web -flange connection. <br />2) Block solid between joists for full length of span. <br />3) Leave 1/8" gap between top of filler blocking and bottom of top flange. <br />4) Place joists together and nail from each side with 2 rows of 10d nails <br />2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite <br />OF THE JOIST ASA REQUIRED LEAVING Ys" GAP @ TOP sides by 6". <br />DOUBLE JOIST CONNECTION <br />N.T.S. <br />SQUASH BLOCKS AT INTERIOR <br />BEARING <br />Vertical load transfer =1900 plf max along load bearing wall. <br />Load bearing wall must stack <br />*Non -stacking walls <br />over squash=20 blocks and <br />require additional <br />wall or beam below.* <br />consideration. Check <br />local building <br />1/16 <br />code for appropriate <br />Zor--20 <br />details in <br />One 10d box <br />areas=20 of high <br />sinker <br />lateral load. <br />nail each side <br />10 -0,1 <br />at bearing. <br />TANK -LESS W/H <br />CORNER OF • <br />HOME H C G <br />GARAGE SIDE 00 O <br />5'-0" <br />STUB -OUT FOR <br />0 LO <br />GAS METER o $ <br />(V <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 HILLSBOROUGH 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 />10'-8" <br />(2)16d TOENAILS <br />2" X 8" @ 16" O.C. <br />13'-9" <br />(3)16d TOENAILS <br />11 " N <br />2 X 10 16 O.C. <br />N <br />16-15 <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'-l" <br />(2)16d TOENAILS <br />2" X 6" @ 24" O.C. <br />81-6" <br />(2)16d TOENAILS <br />2" X 8" @ 24" O.C. <br />11'-0" <br />(2)16d TOENAILS <br />2" X 10" @ 24" O.C. <br />13'-0" <br />(3)16d TOENAILS <br />2" X 12" @ 24" O.C. <br />15'-4" <br />(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 />Squash block / <br />(2x4 minimum) —/ <br />Bearing wall, Versa -Lam LVL or <br />Glulam Beam <br />Boise Joist Blocking <br />Use 3" (10d) nails at 6" o.c. <br />i Provide adequate bearing <br />for each lapped joist. <br />Odnails SECTION @ INT. BRG. WALL <br />N.T.S. <br />k"" ' ' MINIMUM SPACING = 2x GREATEST <br />KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE <br />IN BEARING ZONES p (KNOCKOUT EXEMPTS) <br />(see table below) p <br />(see table below) <br />DO NOT cut, notch <br />or drill flanges <br />FILL CELL STD. 90° HOOK BOND BEAM <br />rn <br />w <br />X 7 <br />STD. 900 <br />CONT. #5 I HOOK p <br />BAR <br />BOND BEAM STEP <br />CONT. #5 <br />BAR <br />#5 CONT. <br />FROM <br />FOUNDATION <br />TO HIGHEST <br />BOND BEAM <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 COLUMN AND /-�—SHEATHING PER PLAN <br />y / <br />CONNECTION <br />j� TJI TO BE CUT TO ALLOW <br />FOR BLOCKING/TJI <br />l <br />MASONRY WALL OR <br />INTERIOR BRG. WALL <br />TJI PER PLAN <br />OTHERWISE SOLID <br />�_. BLOCKING TO MATCH <br />L Solid block all posts from # OF 2nd FLOOR <br />above to bearing below. STUDS <br />SECTION @ INT. BRG. WALL <br />N.T.S. <br />1/8" min. }Small gap 2" min. <br />2" max. 4"max. Web Stiffener Fastener Schedule <br />Joist Bearing Location <br />V _ Series _ Depth_ End Intermediate <br />--- <br />9-1/2" 2-8d <br />- -- BCI 5000s® j j _7/8" 2-8d 3-8d <br />Clinch nails 14" 2-8d - 5-8d <br />s11/2'1 ... 2-8d 2-8d <br />when BCI6000s®11-7/8" _2-8d 3-8d <br />possible BCI6500s® 14" 2-8d 5-8d <br />_ <br />16" 2-8d 6-8d _ <br />11�-78" 2-8d 3-8d _ <br />BCI 600 2-8d 5-8dTight fit - 2-8d 6-8d <br />2x4/PI /OSB web stiffener 2" min. ® _ / 3-16d 3-16d <br />yw BCI90s 14" 5-16_d5-16d <br />required when indicated or 4" max. 16" 6-16d 6-16d <br />- Hangers with side nailing. <br />- Hangers with sides not containing WEB STIFFENER <br />top flange of joist. <br />- Birdsmouth cuts. N.T.S. <br />- Under 2nd floor column w/ loads <br />higher than 15001b. <br />BLOCKING PANEL, INTERIOR <br />Vertical load transfer =1900 plf max. along bearing wall <br />Required on interior walls : - for vertical load transfer <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 />Use 10dx3" nails at i <br />blocking panel *Non <br />require additional W-IJ14G1.11-1. <br />0--i--0 9 ❑ �I`� Q �� <br />fill A 1Y2" ROUND HOLE MAY - 6" 6" <br />BE CUT ANYWHERE IN CANTILEVER <br />THE WEB. PROVIDE AT <br />LEAST 3" OF CLEARANCE <br />FROM OTHER HOLES <br />MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" <br />NOTES: <br />DO NOT CUT HOLES <br />LARGER THAN 1y" <br />ROUND IN <br />CANTILEVERS. <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 PSF (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 %" 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 />FWhen joists meet over wall, provide <br />13/4" minimum bearing for each. <br />SIMPS( <br />w/(22)' <br />NAILS 1 <br />5/8" 0 <br />THRU <br />BOLT <br />SIMPS( <br />w/ (22) ' <br />NAILS 1 <br />R TRUSS <br />-OP PLATE <br />I.0 <br />TYPICAL SIMPSON MGT TO <br />BUILT-UP COLUMN DETAIL <br />TYPICAL SIMPSON LUS/HUS/HUC <br />INSTALLATION <br />MIN. EMBEDMENT <br />SCHEDULE FOR <br />AND QUANTITY <br />)F FASTENERS <br />TYPICAL SIMPSON META12 / <br />Plumbing META12 TSS INSTALLATION <br />==2. _ <br />I Joist <br />I -Joist can be offset <br />up to 3" to avoid <br />vertical plumbing <br />3" max <br />JOISTS OFFSET <br />N.T.S. <br />Backer block (12" wide min.) <br />Nail with 10-10d nails. <br />--Install tight to. top flange. <br />Joist hanger <br />Filler block. <br />Nail with <br />�;,� 10-10d 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 />eb stiffner as <br />Web stiffeners are not required when top required if hanger <br />flange is laterally supported by joist hanger. doesn't meet <br />height <br />-..� requirements <br />0.6 X Joist <br />o depth <br />I -JOISTS BUCKETS <br />N.T.S. <br />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />SLEEVE THRU STEMS • <br />SEE PLAN FOR---'•• a .. <br />FOUNDATION INFO 4 <br />STEM FOUNDATION <br />GRADE <br />4 e. <br />REINF. SEE PLAN <br />A <br />r (2) #5 REBAR <br />A/C CHASEVC <br />SLEEVE THRU FOOTING <br />MONO FOUNDATION <br />TYP. FND. PENETRATIONS <br />SCALE: N.T.S. <br />SIMPSON META12 / META12 TSS <br />INSTALLATION @ MID SPAN <br />NOTE: <br />UPLIFT VALUE <br />IS BASED ON <br />S.P.F. <br />LOCATION OF <br />• SECOND H10A <br />SIMPSON H10A • • (WHEN <br />col (18)10d x 1 1/2" REQUIRED) <br />NAILS <br />UPLIFT =1015# <br />TYPICAL SIMPSON H10A <br />INSTALLATION <br />TYPICAL SIMPSON MTS <br />/ HTS INSTALLATION <br />TOP (2) #5's x 4'-0" <br />CENTERED @ PIPE <br />PENETRATION <br />PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />PIPE VERTICAL THRU FND. <br />TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE <br />CENTERED @ PIPE /F <br />PLUMBING LINE <br />PENETRATION <br />e 4 d <br />e <br />ri 4 <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 />CENTERED @ PIPE <br />PENETRATION PLUMBING LINE <br />e ' <br />d .e 4 <br />_ e. 4 ee G <br />° <br />4 <br />° 4 e e d <br />SEE FND. PLN. <br />SIZE & REINF. <br />4111 <br />rJ <br />.— < <br />1 <br />G <br />W <br />LU <br />V- <br />Q <br />•. <br />`\ <br />F L O <br />'4R'••........• <br />.;•'�P� <br />�� <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residentlai 7th Edition. Engineer's signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />S� <br />Lo <br />LL <br />R" <br />0tll <br />Qy040 <br />inh�� <br />w 0 <br />LLaY <br />. 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