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C= U I i I co 39 1� t2 7z; C 2 39 E Go CD E 0 Cl- 8 J� 0 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" l'-O" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* "ONLY APPLIES TO LENNAR TPA/JAX** 101-011 TANK -LESS W/H CORNER OF HOME--/7 H C G GARAGE SIDE 0 0 0 'v 51 -011 STUB -OUT FOR 1 1 i -Olt . 9 L , z 1 4-) 9 0 GAS METER 0 -1 0 C14 — — — — — — 19 — — — — — — — — — — — — — — — — — — — — — — — — 0 MEASUREMENTS ARE FROM FINISHED FLOOR 0 ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER 0 ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO CO TY** UN RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS" 2tl X 4" @ 16" O.C. T-Y (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10-41 (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. 19-4- (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-l" (2) 16d TOENAILS 2" X 6" @ 24- O.C. 81-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111-011 (2) 16d TOENAILS 2' - X 10" @ 24" O.C. 131 -011 (3) 16d TOENAILS 2" X 12" @ 24" O.C. 151410 (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 BCI%olst Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 3/4" or 7/8" 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 blocking gap 1111 CEILI:� STD. 900 HOOK F BOND BEAM Lu Cf) STD. 900 CONT. #5 CONT. #5 BAR i HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM Y BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO BEARING COLUMN CONT. BASE PLATE 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 above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small gap 2" min. 2" max. " max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/PIywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 1 Od nails 4" max. 2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 16 6- - 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. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall, Load bearing wall must stack "Non -stacking walls 0, over squash=20 blocks and require additional consideration. Check wall or beam below! w local building code for appropriate details in One 10d box areas=20 of high or40 sinker lateral load. nail each side at bearing. Squash block (2A minimum) Bearing wall, Versa -Lam LVL or 0 Glulam Beam Boise Joist Blocking Use 3" (1 Od) nails at 6" o.c. 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 IN BEARING ZONES D 'S NOCKO (see table below) UT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls for vertical load transfer —Plumbing 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 13/4" minimum bearing for each. 1-Joist can be offset " Web Stiffener Fastener Schedule Joist Bearing Location Series I Depth End Intermediate BCI 50OCs 9-1/2" 11 -7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d BCI 6000se BCI 6500so 9-1/2" 11 -7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60so 11 -7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s@ 3--_16d 3-16d 14" 5-16d 5-16d " 16d 6-16d Use 1 Odx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration. CID Q 1% 1% DO NOT CUT HOLES 6111 611 BE CUT ANYWHERE IN 1 CANTILEVER LARGER THAN IY2" THE WEB. PROVIDE AT A ROUND IN Z& L .6 ." L 76-"r A %" ROUND HOLE MAY LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2' 8 I --Or* I V-11" V-21 V-2"I I -a* T-3'I V7' ll-111"I 2-4' 2-9' 1 3-7 3-7' 1 Any 16"joist 12 11-a' V-11" 1'-2' ll-2" 1'-3- 1--g- 2-4" 2-11" 3-7- 4-2- 4-9- 9-4- S_ (ft PIT ":i6 I-U* T-11" 1'-2' ' -2 -2 " ll-T' 2-6' 3-7 3!-10" 4-9' 6-7' 6-4' 7 20 1-U' V-11" 1'-2 '-27' kil-7"i 7-17' a-U' 4!-U' 4-10" 6-11" 6-11" 7�-111" f9r- 24 TAY' V-1" 1'-7' 1,_ - ll-3TE' 2-9- 3-7" W-9- R-" — — — 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 PSIF (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 %" 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. up to 3 to avoid vertical plumbing 7 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10- 1 Old nails. "-�,Install fight 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. leb� s' ffneras quil /fe red if hanger Web stiffeners are not required when top flange is laterally supported by joist hanger. doesn't meet height requirements nger. / O�6 X Joist D depth I -JOISTS BUCKETS N.T.S. SIMPSON MGT w/ (22) 1 Od NAILS TYP. GIRDER TRUSS r- 2X TOP PLATE 5/8"0 THRU BOLT 2 X B.U.0 SIMPSON MGT W/ (22) 1 Od NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR :_ AND QUANTITY )FFASTENERS TYPICAL SIMPSON META12 META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL M SLEEVE THRU STE 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. IMP A MET INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A (WHEN wl (18) 1 Od x 11/2" REQUIRED) NAILS 10A X 1 1 12- UPLIFT= 1015#1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION� 1 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE A 0 SEE FND. PLN 1 SIZE & R PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE @ Pip PENETRATION TOP (2) #5's x 4' 0" CENTERED E PLUMBING LIN A 4 L SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE A 4 SEE FND. PLN. SIZE & REINF. LU 'It— C= cc CJ C', CN LL- C3- M C= - -,, 9 � - 12 -CC — CIA C3 -e CL) E V V- �Al IE i T a C) �40 c;� X; LU lu Z S S 0 To the best of the Engineers knowledge, infonnation 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 engineering portions of the drawing pages bearing Engineers signature and seal. 0 W '0' E 2 cq co cc C', -, rj (0 0 6 LE — CO I LL _J 0 0 M tL.0 , .0 . 10 CN Is — Tj Lu 0- 4 4i - , -, 7� L u. I oUL 5i - Q z 0 z 0 1 -6;; � 58 0 g 2 � :0, 19 W z:R C� M Lu z M t- o 'ce 2 W co -, r 6 z LL 6 -L0 z 00 a < 0 ds z (D M < i; 1- a C4 M 0 iz +_J C-0 LU 11 0 LU 9 Zn U11 a-, CN U LU 20 14 CD V�l cl� - 29 z < 2 __J U_ cop E .. Z. E ca r6 CL E 20 00 0< z 0 W, �z �1 C*, T:1 0. �2 0 01 Z� z S '0 �z C/> R 0 U z <0 0 Z W 01 --z 0 z -7 > 0 T co 0 (D L_ co (.0 (D Cr (D .2 3� N L0 0 0 r*-.. CY) .0 co CD C14 d LO I— < 00 CV) 0 E E M CD Ce) ce) 0 W z E T_ . i1i to ca C Cc E 0 M < JOB NO: 23-06110 SCALE AS NOTED SHEET NO. SN 1