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Backer and Filler Block Dimensions <br />BCI(5Joist <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 1.811.7 <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 />Double 2 x _ lumber <br />DOUBLE JOIST CONSTRUCTION <br />(Not required if both loaded equally from above) <br />+ <br />Filler blocking ° <br />+ / <br />1/8" gap o <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 %" 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 over squash=20 blocks and <br />require additional wall or beam below.* <br />consideration. Check <br />local building <br />code for appropriate 1/16" <br />details in One 10d box <br />areas=20 of high or=20 sinker <br />lateral load. nail each side <br />101-01,at bearing. <br />TANK -LESS W/H <br />CORNER OF <br />HOME H C G <br />GARAGE SIDE 00 O <br />Co <br />5'-0" a01 <br />- <br />STUB -OUT FOR o ° o <br />GAS METER 01 o `n <br />� U <br />0 <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 />7'-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 />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 />8'-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 />154" <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 />Boise Joist Blocking <br />for each lapped joist. <br />Squash block) 10d nails SECTION @ INT. BRG. WALL <br />2x4 minimum <br />Bearing wall, Versa -Lam LVL or N.T.S. <br />Glulam Beam <br />NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST <br />KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE <br />IN BEARING ZONES D (KNOCKOUT EXEMPTS) <br />(see table below) D <br />(see table below) <br />DO NOT cut, notch <br />or drill flanges <br />FILL CELL STD. 90° HOOK BOND BEAM <br />U) <br />w <br />Q STD. 90° CONT. #5 <br />BAR T. #5 HOOK BAR <br />#5 CONT. <br />FROM <br />FOUNDATION <br />TO HIGHEST <br />BOND BEAM <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 />SEE PLAN FOR REQ'D <br />PLYWOOD FLOOR <br />COLUMN AND <br />SHEATHING PER PLAN <br />CONNECTION <br />TJI TO BE CUT TO ALLOW <br />I <br />FOR BLOCKING/TJI <br />MASONRY WALL OR <br />" <br />INTERIOR BRG. WALL <br />TJI PER PLAN <br />OTHERWISE SOLID <br />BLOCKING TO MATCH <br />L <br /># OF 2nd FLOOR <br />Solid block all posts from <br />above to bearing below. <br />STUDS <br />SECTION @ INT. BRG. WALL <br />N.T.S. <br />1/8" min. } Small gap 2" min. <br />2" <br />max. 4 max. <br />I � <br />Clinch nails ✓' <br />when \ <br />I <br />possible <br />Tight fit L (� <br />2x4/Plywood/OSB web stiffener 2" min. <br />required when indicated or 4" max. <br />Web Stiffener Fastener Schedule <br />Joist Bearin Location <br />Series De th End Intermediate <br />® <br />BCI5000s <br />9-1/2" <br />12-8d <br />2-8d <br />11-7/8"' <br />2-8d <br />_ <br />3-8d <br />14" 2-8d <br />5 8d <br />BC] 6000s® <br />BCI6500s(D <br />9-1/2" <br />11-7/8" <br />2-8d <br />2-8d <br />2-8d <br />3-8d <br />14" <br />2-8d <br />5-8d <br />16" <br />2 8d <br />6-8d <br />BCI60s® <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 />BC190s® <br />11-7/8" <br />3-16d <br />3-16d <br />14" <br />5-16d <br />5-16d <br />16" <br />6-16d <br />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 6"o.c. for all joist <br />blocking panel *Non -stacking walls <br />require additional consideration. — <br />16"" A 1%" ROUND HOLE MAY J <br />I <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 1%2' <br />DO NOT CUT HOLES <br />LARGER THAN <br />ROUND IN <br />CANTILEVERS. <br />- -_ Any 10 joist - <br />8 <br />1'-0" <br />'- '. <br />1' <br />'f -2 <br />V-3. <br />1 1'-3' <br />1'-7' <br />1 111'-11,. <br />2-4- <br />1 2-9. <br />3-2. <br />S, 7. <br />12 <br />1'-0" <br />1'4` <br />1' Z" <br />1!-2" <br />1-3' <br />1'-9 <br />2-4"b2-1 <br />3'-7' <br />4 2"4-9' <br />6-41 <br />SPat i ft <br />10 <br />1'-0 ° <br />1'-1" <br />1' 2' <br />1- 2" <br />1' <br />2'-5 ° <br />3'2" <br />4'-9" <br />5-7 <br />6-4„ <br />2' <br />20 <br />1-0'" <br />1'-1'" <br />1' <br />1' ' <br />2'-0'" <br />3'-0"4-7" <br />9-11" <br />'-11'" <br />7'-11" <br />8'-11'"24 <br />1'-0" <br />1'-1" <br />1'-Z' <br />1- 3' <br />2- <br />3 T" <br />4'-9" <br />? " <br />8'4" <br />cY-R- <br />10'-9' <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 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. 1%" 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 1Y" 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 />1 3/4" minimum bearing for each. <br />SIMPSC <br />w/ (22) <br />NAILS T <br />5/81 <br />THRU <br />BOLT <br />SIMPSC <br />w/ (22) <br />NAILS T <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 />7ll7llly <br />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 I/ ( <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 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 I depth i h <br />I -JOISTS BUCKETS <br />N.T.S. <br />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />SLEEVE THRU STEM—/ ° <br />SEE PLAN FOR---'°• ° . • .;. <br />FOUNDATION INFO ` q 4 <br />STEM FOUNDATION <br />GRADE <br />REINF. SEE PLAN <br />�A/C CHASE 4" PVC (2) #5 REBAR <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 />w/ (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 />M1Mr— \ IF—M—r1n n I T1 1111 1 rA I <br />TOP (2) #5's x 4'-0" <br />CENTERED @ PIPE <br />PENETRATION <br />PVC OR SCH40 SLEEVE <br />PLUMBING G LINE <br />co Z • ° . • <br />° <br />SEE FND. PLN. <br />SIZE & REINF. <br />PIPE PERPENDICULAR TO FND. <br />TOP (2) #5's x 4'-0" <br />CENTERED @ PIPE <br />PENETRATION <br />PVC OR SCH40 SLEEVE <br />PLUMBING LINE <br />°°. ° a <br />a a <br />° A <br />° <br />° <br />r <br />SEE FND. PLN. <br />SIZE & REINF. <br />5 <br />Pf'�0 t } Y�!� <br />C7_i:/V <br />ca S Eo <br />�< I ,, <br />_ <br />'LO e. <br />l%0V1 <br />fi6!llZl <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications <br />contained within these <br />drawings comply with the 2020 Florida <br />Building Code - <br />Residential 7th Edition. 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