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'' 1, 1, 1 1 11 11114"Ilml!"I — Backer and Filler Block Dimensions BCIOJoist 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 2 x — + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blockina— 1_� 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 =1900 pff max along load bearing wall. Load bearing wall must stack *Non -stacking walls 0, over squash=20 blocks and require additional wall or beam below.* consideration. Check local building _f code for appropriate details in One 10d box —or--20 areas=20 of high sinker lateral load. nail each side 101-011 0 at bearing. TANK -LESS W/H Boise Joist Blocking Use 3" (1 0d) nails at 6" o.c. FILL CELL-� STD. 90- HOOK F BOND BEAM UJI #5 STD. 900 CONT. HOOK BAR , BOND BEAM STEP CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. /-2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND - ----- SHEATHING PER PLAN CONNECTION t -�,_5�1 TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI '��MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID OF 2nd FLOOR Solid block 11 f , rom BLOCKING TO MATCH above to bearing below. STUDS SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. Small gap 2-1 min. 2" max. 4" max. Web Stiffener Fastener Schedule Joist B rina Location Series i Depth End Intermediate 9-112" 1 2-8d 2-8d BCl 5000s� 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d Clinch nails 9-1/2" 2-8d 2-8d I when BCI 6000s 1111 -7/8" 1 2 8d Md possible 1 8 �4" 1 2:8d 5-W BCI 6500s 16" 2-8d 6-8d 11 -7/8,, 24d--- 3-8d 2-8d 5-8d 16" 2-8d 6-8d JJJTa��j 3-16d 3-16d Tight fit ------ BCl 60sP 14" 2x4/PIywood/OSB web stiffener 2" min. BCI 90SO 14" 5--16d - 5-16d required when indicated or 4" max. 16" 6-16d L 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 =1900 plf 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.* rWhen joists meet over wall, provide -13/4" minimum bearing for each. SIMPS( w/ (22) NAILS I 5/81 THRU BOLT SIMPS( w/ (22) - NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHIEDULEFOR E AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 Plumbing META12 TSS INSTALLATION 1=1;,L — Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N,T.S A/C CHASE 4" PVC SLEEVE THRU STEM WALL SIMPSON META1 2 / META1 2 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN SIMPSON H110A, x 1 1 .50 REQUIRED) wl (118) 1 Od x 1 1/2" NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE Provide adequate bearing 61 A A , . , 11 �4 Use 1 Odx3" nails at 6"o.c, for all joist , .* . . .. . 1 14. A. 4' . '0 CORNEROF__/ for each lapped joist. blocking panel *Non -stacking walls a is. 1 0 A HOME H C G I �Olsi 00 Squash block 10d nails require additional consideration. GARAGE SIDE 000 (2x4 minimum) SECTION @ INT. BRG. WALL FINIW GR I ADE 11 51-011 Bearing wall, Versa -Lam LVL or N.T.S. [A 104 s7a;LamL or STUB -OUT FOR -0. Glulam Beam F' GAS METER 0 0 Lo C,4 NO HOLES (EXCEPT MINIMUM SPACING 2x GREATEST Backer block (12" wide min.) SEE FND. PLN. KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE Nail with 10- 10d nails, SIZE & REINF. D IN BEARING ZONES (KNOCKOUT EXEMPTS) Install fight to top flange. SLEEVE THRU STEM 12" BELOW (see table below) D PIPE VERTICAL THRU FND. MEASUREMENTS ARE FROM FINISHED FLOOR (see table below) GRADE SEE PLAN FOR ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER DO NOT cut, notch Joist hange FOUNDATION NFO or drill flanges ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER (0 O-L-0 F1 STEM FOUNDATION PVC OR SCH40 SLEEVE GAS CONNECTION DETAIL TOP (2) #5' x 4- 0"--\\ GRADE "ONLY APPLIES TO HILLSBOROUGH, AND PASCO COUNTY" 6" A IY2" ROUND HOLE MAY 6" 1 6" DO NOT CUT HOLES Filler block. REINF. SEE PLAN CENTERED � PI�E PLUMBING LINE BE CUT ANYWHERE IN CANTILEVER LARGER THAN > Nail with PENETRATION THE WEB. PROVIDE AT ROUND IN 10-10d nails. 14. If— I L LEAST 3" OF CLEARANCE CANTILEVERS. top A FROM OTHER HOLES Backer block required where A 0 q A mount hanger load exceeds 250 lbs. MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN lY2'- Install tight to top flange. A Tv 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. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 131-911 (3) 16d TOENAILS 2" X 10" @ 16" O.C. 161-511 (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. 6A" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 81-13" (2) 16d TOENAILS 2- X 8" @ 24" O.C. 111-01, (2) 16d TOENAILS 2" X 10" @ 24" O.C. 131-011 (3) 16d TOENAILS 2" X 12'7@ 24" O.C. 164" (1) SIMPSON HTS20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING NOTES: 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 CIENTERLINE 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. 7. 1Y2- ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 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. /4"-2"gap—_._ I Backer Block .7op Mount" "Face Mount" Backer block shall be tight Backer block shall be fight 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. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0 6 X Joist depth D \1 -V I -JOISTS BUCKETS N.T.S. '---A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION 191 1A PPRAP TYP. FND. PENETRATIONS SCALE: N.T.S. A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERI PENETRATION PLUMBING LINE ED @ PIPE 'A A4. A . '4 A4 4 'd 4 A 4 4 A SEE FND. PLN. SIZE & REINF. 1k % C14 C=> % %%�� -C)- S (J co No PE78750 -0 E OF S TE cr LU �u Z. 0 R %% fill'% To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Enginser's signature and seal. 00 W C� E 1A0 W, P.- rz. �! -j W M N a U- 0. 13 0 LL U. o. - 1 8 z % 1 �'; , % i W E.9- .0. w :5 ; N to - cno Z IL a co Z� 0 j r Ln Mz W S2 0 04 6 z 06 (D N�) < V) 0 (1) 4-J 0 Li) C) Lu E U 01- < co E E 8 5z z E cli o 0 z C 'w� o� z (3) z z W L) �5 2 C) LO C M I! (D 0 0 > 0 Q) C) CN oo% > 2 CL C Co 0 E LO . co 7— 0) 1: 04 T— L0 04 0 N 00 00 U-) E CY) M 04 0 z z E E LD a. 0 0 JOB NO: 21-2023 SCALE : AS NOTED SHEE7 NO. SN 1