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LO r- LO C14 LO LO Cr LO CD co C14 co 7 LO r- LO LO LO Cr 0 :<0 LO C> C.0 C> 1 to C14 LO LID V) C) E 9 a_ 9 0 r 7 C'4 CD Lo U 15 Cl- C14 C> LO 0 J� C_� THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH 16GAxl-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAxl-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* "ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 101 -011 TANK -LESS W/H H C G 000 U) 51-01f Ic - STUB -OUT FOR 0 GAS METER 0 + 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 TOE NAILS 2" X 10" @ 16" O.C. 16'-5'f (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2"X 12" @ 16" O.C. 191-311 (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-V (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111-01, (2) 16d TOENAILS 2" X 10" @ 24" 0. C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCIOJoist Backer Block Series Thickness Filler Block Thickness 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 112" 6000s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6 500s 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 2x lumber I Double 2 x — lumber 1 1 DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap -,,a FILL CELL--\ STD. 900 HOOK BOND BEAM U) LU STD. 90* CONT. #5 CONT. #5 HOOK BAR BAR E #5 CONT FROM FOUNDATION Ir TO HIGHEST - ____7 BOND BEAM BOND BEAM STEP 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 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 nq INT. BRG. WALL N.T.S. 1/8" min. Small gap 2" min. 2" m x. " max. Solid Ablock all posts from Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection, ight fit 2) Block solid between joists for full length of span. T 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2 �min. 4) Place joists together and nail from each side with 2 rows of 10d nails 1 required when indicated or 4' . 2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing top flange of joist. WEB STIFFENER - Birdsmouth cuts. N.T.S. DOUBLE JOIST CONNECTION - Under 2nd floor column w/ loads N.T.S. higher thnn 1 r,0()1h SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and 0 re quire additional wall or beam below.* consideration. Check k local build' ing 171-77f7i --- 11/16" code for appropriate details in 1--or=20 One 1 Od box areas=20 of high sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam 0 Boise Joist Blocking I h;PT' N Odl ri;ail- At 6" n r. Q�� Provide adequate bearing for each lapped joist. Od nails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE D IN BEARING ZONES (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges 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.* Joist When joists meet over wall, provide he 1 3/4" minimum bearing for each. I -Joist can be offset I up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. A ROUND HOLE MAY DO NOT CUT HOLES "6 611 611 LARGER THAN 1Y2" THE WEB. PROVIDE AT ROUND IN BE CUT ANYWHERE IN CANTILEVER LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN Any 16'joist 8 TAY, V-11" T-Z' 11 �-2" 11 �-3' V-3-1 V-7- T-11"I Z-4' Z-9- 1 3-0 3-7- 1 12 l-U' 1"" T-2' 11 �-2" 11 �-3' T-9* I Z-4- 2-111"1 3-7' 4-71 4-W 9-4' Spw_ M), 16 1'4Y* 1�-J" 1'-Z' 1!-Z' 2!-6' 3-7 3-10" 4-9- 9-7" 6-4' 7-2' 20 11AY' T-11" T-Z' 1�-2" Z-a' 3AY' 4-U' 4-10" 9-11" 6-11" 7�411" 9-111, 24 , T-a-, VA", T-2- 1!-3" 2-9', 3-7- 4-9', 6-10" 7-2- 9-4!' 9-6- , 10--g- 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. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" 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. Joist hanger Web Stiffener Fastener Schedule Joist Bearin L t' Series Depth I End I Intermediate BCI 5000si5 9-1/2" 1 2-8d I 2-8d 11-7/8"1 2-8d I 3-8d 14" 2-8d I 5-8d BCI 6000s@1_1-7/8- BC16500so 9-1/2" 2-8d 2-8d I 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60sY" 11 -7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8 6-8d 11-7/8" 1 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-1 6d SIMPS( w/ (22) - NAILS 1 518"0 THRU BOLT SIMPS( w/ (22) NAILS 1 RTRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION \AIN. EMBEDMENT SCHEDULEFOR :_: AND QUANTITY )FFASTENERS TYPICAL SIMPSON META12 Plumbing META12 TSS INSTALLATION ==2� A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10- 1 Od nails. — — — nstall tight to top flange. 4 .4 SLEEVE THRU STEM SEE PLAN FOR a 0 44 0 FOUNDATION INFO 4' STEM FOUNDATION Filler block. Nail with 10-1 Od nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap— : k- 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 0.6 X Joist depth 0 -_ — - I -JOISTS BUCKETS N.T.S. 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 t��* SECOND H10A (WHEN SIMPSON H10A REQUIRED) w/ 18) 1 Od 1 1/2" NAILS UPLIFT 1015# 1 JOA 1 1 /2' 015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4' 0" CENTERED @ PIPE 00 PENETRATION� 12" BELOW GRADE 4 PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN 1 SIZE & R PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE .7d - . L SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0"- PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE < 4 M I iEil I 4 =1 = Ill - SEE FND. PLN. SIZE & REINF. Ln 0 LU C= cc C14 t 4. CD C= cc '5: E CU 40 6.2 CIA CJ W C= 0- CJ k-,' V cle> C-i AI _1� O�' Lg ee VED, Z�, ...... 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 sea[ is only for the structural engineedng portions of the drawing pages beanng Engineers signature and seaL 0 W ot E 20 N - 8 0 00 En 4, _U1 U) U) r-- ui 'L 0 U_ u_ -J-- - � 0z :�; �; � 6 z E - 12 M ; M LU =3 Ca 0 :� W r z I z tLW IL co Z� z 0 �y < z W 0 < < V) C,4 21- (D LU 11 0 V) LU V) C) E U) 0, z z < E E 8 H 0 �j Z. < � ca �0 5< 00 E z123 0> < '0 CA> z< wo 1, 0, Z, z _J 1 z <W 0- 0 co 3: 0 E� 0 , Z -z_ -1.- 0 Cl> �r Ic 2 12 9 (01 > _J LO LO CU 0 (D :3 Lo 0. L0 __J 'Ile C) Cr 0 0 C:) _J N Cn >, tf L0 T_ 0 0 LL C) LO 11-_ .0 r) ICU 00 C14 U-) CD r- N Lr) C%4 < (D T_ (.0 CY) 0 E cc -E — :3 T �i LO z E (0 (b WE CU 0 0 _J �0 16 (D _J JOB NO 23 -06126 SCALE AS NOTED SHEET NO. SN 1