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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 2 x — lumber Double 2 x — lumber 1 1 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 10d 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 plf max along load bearing wall, Load bearing wall must stack over squash=20 blocks and *Non -stacking walls wall or beam below.* require additional consideration. Check local building 116" code for appropriate details in One 1 Od box areas=20 of high or= 0 sinker 101 lateral load. nail each side -011 at bearing. TANK -LESS W/H 0, w 10 0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 0 0 0 U) 5'41 0 - I STUB -OUT FOR 1 I -Off op 0 I LO GAS METER 0 f- 0 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. 10'-8" (2) 16d TOENAILS 2- X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 191-31, (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 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 Boise Joist Blocking Use 3" (1 Od) nails at 6" o.c. L ad bearing walls I ii FILL CELL STD. 900 HOOK F BOND BEAM U.1 CONT. #5 > STD. 900t� 7, CONT. #5 HOOK BAR BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR —PLAN INTERIOR/EXT WALL SEE FOR MORE INFO CONT, BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN 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. }Small,gap 2"min. 2" max. 4" max. Web Stiffener Fastener Scheduile Joist Bearing Location - . I Series Depth End Intermediate 9-1/21, 2-8d 2-8d 7 1 7/- BCI 5000e, 11 -7/8" 2-8d 3-8d 14" 2_-8d____6-8d i Clinch nails 2-8d 2-8d i when possible I BCI 6000sf� 11-7/81, 2-8d 3-8d 2-8d 5-8d BCI 6500s6 10 16" 2-8d 6-8d 11-7/811 2-8d 3-8d 7 5-8�d BCI 60s8 Tight fit 16" 2-8d 6-8d 111-7/8" 3-16d 3-16d 2x4/Plywood/OSB web stiffener 2" min. 13CI 90se 14" 5-16d:E 4" max. 16" 6-16d 6-16d required when indicated or - 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 pif 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.* Q� Provide adequate bearing for each lapped joist. Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Squash block Od nails quire additional consideration. (2x4 minimum) SECTION @ INT. BRG. WALL re N.T.S. Bearing wall, Versa -Lam LVL or Glulam Beam 7L,,LVL or ItAK, 0, NO HOLES (EXCEPT MINIMUM SPACING 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D LO (see table below) 'see \CT_ DO NOT cut, notch or drill flanges rl 6"^ A 1Y2" ROUND HOLE MAY BE CUT ANYWHERE IN THE WEB. PROVIDE AT CANTILEVER LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN ly2,. DO NOT CUT HOLES LARGER THAN ROUND IN CANTILEVERS. Any 16' joist Span (R) 8 T-9' I T-I " 11'-Z' 11 �-2" 1 11-3' T-3r' 1 V-7' T-111"I 2-4" 2-9' 1 3-2' 3-7' 12 T-O" T-11" T-2' V-2" T-3' T-9' 2-4' Z-111" 3-7- 41-Z' 4'-9' 6-41 16 l'-C' T-11" I'-Z' '-2" V-7 2-6' 3-2' 3-10" 4-9' 6-7- 6-4" 7-2- 20 I'A I'-Z' �1'-2" 2I-U' #�l 3-9' 4-a' 4-10" 6-11" 6-111" 7�111" 8'-111"� 24 "� . I -a' I , ". T-I I'-Z' I V-3" 7-6' 3-7' 4-9' 9-10" 7-7' 8-4" 9-6' - 10'-91 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 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. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 2' 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y - 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. When joists meet over wall, provide 13/4" minimum bearing for each. SIMPSC w/ (22) � NAILS 1 5/81 THRU BOLT SIMPS( w/ (22) � NAILS 1 R TRUSS 'OP PLATE J.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META1 2 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- 1 Od nails. -,.Install tight to. top flange. Joist hanger Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-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. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height _'J requirements 1 .0 6 X Joist T X c depth � L LOX .1-JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-/ SEE PLAN FOR--" FOUNDATION INFO .!t 4' STEM FOUNDATION GRADE REINF. SEE PLAN i-vt, uni-xot,+ rvL, 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 SIMPSON H10A 0 (WHEN REQUIRED) w/ (118) 1 Od x 11/2" NAILS UPLIFT= 1015# 10 1 /2' x 10151 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4' 0" CENTERED @ PI�E� PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE A. 4 SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. PENETRATION TOP (2) #5's 4'-0" CENTERED @ PIPE A PLUMBING LINE PVC OR SCH40 SLEEVE A ./e, 4'A A ;2� 0 4. 0 A A SEE FND. PLN. SIZ E & RE PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION A q A SEE FND. PLN. SIZE & REINF. PVC OR SCH40 SLEEVE PLUMBING LINE Aq. A . A' .4 C14 C=31 C14 C=0 'I.,, -.1% i_EWKO !" . *r-. - z 0 - 7b75 'D . % S-�Pl 1�1 1, -P �<) '. e To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florda Building Code Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W ot E co 8 U R 0 -9-.- 0) 0 rZ _01 Lu - (N C) CL M LL U_ (L w 0 z 0 I - CD M Co N _J ILI ILI 0 2 co 05 C� <e z LL co Z� Ci IL X 0 0 < 00 z 11:,� W F El I Cl) C) < 0 -2 U- C/_J LU 0 U0 Ln :::D fz U) E A 0 C.0 C13 z U_ E 14 E oy Z I-T E 04 o 0 00 0� 0< � .0 :9t =3 co 2 0, Z, Cn < 0, M z -� 0 CL 2< � 20 Z < CD C.0 0 .< 0 2 > 0 0 L_ t: 00 0 "94- < 3i > 0 C) 0- 0 (0 C 0 rl%.4 E — L_ 04 CIO C) Ln TZ 04 LO CY) LO T_ 0o (N 04 0 E C1114 co �i 0 z M z E 4D a n E 0 0 'a cc < a) JOB NO 21-2029 SCALE AS NOTED SHEE7 NO. SN 1