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Backer and Filler Block Dimensions BCI0Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x + 5/8" or 3/4" wood panel 902.0 2x lumber Double 2 x lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span, 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 pff max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check 0, w local building code for appropriate details in One 1 Od box areas=20 of high Z—or--20 sinker nail each side 109 lateral load. -011 at bearing. — -SS W/ TANK -LESS W/H CORNER OF 7 HOME H C G GARAGE SIDE 0 0 0 4# 5'-0" STUB -OUT FOR C) L0 GAS METER 0 0 _JC�14 Ar AL MEASUREMENTS ARE FROM FINISHED FLOOR ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 1 U-13" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 131-911 (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19-4- (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1 (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-611 (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111-01, (2) 16d TOENAILS 2 X 10" @ 24" O.C. 'IT-011 (3) 16d TOENAILS 2" X 12" @ 24- O.C. 1514 Al (1) SIMPSON HTS20OR (3)16dTOEN LS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (1 Od) nails at 6" o-c Provide adequate bearing for each lapped joist. 10d nails SECTION @ INT. BRG. WALL N.T.S. 1,4%J 1 1 MINIMUM SPACING 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (se' (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges 10M FILL CELL -A F STD. 90- HOOK F BOND BEAM T SIMPSON MG Fp� w/ (22) 1 Od NAILS TYP �GIRDERTRUSS 00 CONT. #5 LU 71- STD. 900 CONT. #5 HOOK BAR 2X TOP PLATE BAR .,T 7� ji--� F #5 CONT. --------- FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. /-2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN e —PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW -��FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG, WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min 2" min. )Small gap 2" max. 1 4" max. Web Stiffener Fastener Schedule --J1 Joist Bearing__ ocation --- Series I - be—pth- , End Intermediate 9-1/2" 1 2-8d 2-8d BCI 5000s� 11-7/8"1 -f-8d 3-9d IT 14`� - ZAM 5-8d I . -- - Clinch nails 9-1/2" 2-8d 2-8d when !BC16000s 11 -1/� 2-8d 3-8d possible I BCI 6500s8' 14" 2-8d 5-8d 1 16" 2-8d 6-8d 114—/8" 2-&--3-8d BC1 60se 14" -T-9-d 5-8d Tight fit 16" 2-8d 6-8d 11-718" 3-1601- 3-16d 2x4/Plywood/OSB web stiffener 2" min. 1 BC1 gose 14" 5-16d 5-16d required when indicated or 4" max. 1611 6-16d 6-16d Hangers with side nailing. Hangers with sides not containing top flange of joist. WEB STIFFENER Birdsmouth cuts. N.T.S. Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1 900 pff max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* IFWhen joists meet over wall, provide 13/4" minimum bearing for each. Use 1 Odx3" nails at 6"o.c. for all joist -stacking walls blocking panel *Non require additional consideration. A %2" ROUND HOLE MAY 611 611 BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %2" NOTES: DO NOT CUT HOLES LARGER THAN %2" ROUND IN CANTILEVERS. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY, 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 2 7. 1Y 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. THRU BOLT SIMPSC w/ (22) NAILS I TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 Plumbing META12 TSS INSTALLATION (� Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10- 10d nails. Jnstall tight to top flange. Joist hanger 71 Filler block. 1� Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install fight to top flange. /4%2" gap Backer Block 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. /Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 1 I ] � F-1 i"� P, 0.6 X Joist D X A I/ depth L I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM SEE PLAN FOR--' FOUNDATION INFO 4'' STEM FOUNDATION GRADE REINF. SEE PLAN (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN SIMPSON H10A REQUIRED) w/ (18) 1 Od x 11/2" NAILS UPLIFT= 1015# x 1 1/2' 0151 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE rmll SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION A S PVC OR CH40 SLEEVE PLUMBING LINE 4 4 L O'A '.A A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. 1010 TOP (2) #5's x 4 - PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION Fl— PLUMBING LINE . -9 4 TV, A 4 4 A10 .4 A A A A . A SEE FND. PLN. SIZE & REINF. J1 C C ILA— C> C"> if pill,, -0 "Itf pE7 CC= :: , ftl 01- W �- X, 0 P, ,Q % N 0 N P,\- To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - as an gna re a sea is on y r the structural engineering portions of the drawing pages bearing Engineer's signature and seaL 0) W 0 E 'o n 1� 0 0) W 0 -, -. 1� L-L 11C 13 2i 11, V. �J C6 3 Lt 0 13 Z -2;; W aw: 0 J j ,� W , . Co W z IL TO. g r Co - z L. 0 p 0 E]I < U) !! 2: 0 Co 4--J cc — �2 0 Ln < -6 � C`> E 0 E U 8 z0 E 0 1 0 z co a 0 8� 21 z J J 0" 2 C) 12 C (0 T L0 T— _Ile (D 04 Q- c a) (n a) T— 0) ca 04 -r- rl.- — Lo r LO 0 0) LO T-1 4i I . -r— 00 o) CY) E M C :3 cf) 0 z z E E 0 LD a �i "D ;a C C 0 < JOB NO 21 -4274 SCALE AS NOTED SHEET NO. SN 1