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THIS DETAIL ONLY REFERS TO THE DIAMOND —MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) STAPLES 6" O.C. VERT BETWEEN MAX— 1 { 16GAx1-1/2" LONG (3/4%1" STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL WALL SHEATHING 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 10'-0" TANK -LESS W/H H C G 0 0 0 5'-0" STUB -OUT FOR 1'-0" o ° GAS METER 0 o � U O fV = • 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. 7'-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. 19'-3" 1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. V-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (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 A r FILL CELL STD. 900 HOOK BOND BEAM SIMPSON MGT w/ (22)10d w _ NAILS TYP. GIRDER TRUSS Cr _1= CONT. #5 CONT. #5 STD. 90° - - - BAR r 2X TOP PLATE BAR —� I HOOK - 1 �I rr - - -- #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM V 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 CONNECTIONr' TJI TO BE CUT TO ALLOW '1T' ,•1'1 T FORBLOCKING/TJI MASONRY WALL OR ' INTERIOR BRG. WALL TJI PER PLAN / OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS DOUBLE JOIST CONSTRUCTION SECTION @ INT. BRG. WALL Backer and Filler Block Dimensions (Not required if both loaded equally from above) N.T.S. BCI®Joist Backer Block + Filler Block Thickness Filler blocking } 1/8" min. Small a 2" min. Series Thickness + / 2" max. gap 4" max. 1/8" gap / _ Web Stiffener Fastener Schedule 3/4" or 7/8" r ; Joist Bearing Location 5000s 1.8/1.7 wood panels Two 3/4' wood panels or 2 x _ / / j r Cl Series Depth Encl Inter / / f BCI 5000s® 111-7/8" 2.8d 2-8d 1-1/8" or two 1/2" r ` 2-8d 6000s 1.8/1.7 2 x ^ + 5/8" or 3/4 wood panel ( - 14 2 8d L 3-8d 1-1/8 or two 1/2" when '� � BCI 6000s® 11-7/8 , -2-8d �$�d wood panels4 Clinch nails - r --�9-1/2" 2-8d 2-8d wood panels possible 3 8d - --- p p BCI 6500s 14" 2-8d 5 8d 6500s 1.8/1.7 2 x _ + 5/8" or 3/4" wood anal sslble \ ! 1-1/8' or two 1/2" 1) Support back of web during nailing to prevent damage to 16"2-8d 6-8d - 11-7/8 2-8d 3-8d web -flange connection. O --- 60 2.0 wood panels 2 x _ + 5/8' or 3/4" wood panel g - - BCI 60s � 14 2-8d p 2) Block solid between joists for full length of span. Tight fit �16 2-8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. \ 11-7/ " 3-16d 3-i6d - _ - 90 2.0 2 x _lumber Double 2 x lumber 2x4/Plywood/OSB web stiffener 2" min. BCI 90s® 14" 5-16d-_5,-16d 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 16" 6-16d 6-16d 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 Ys" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION-Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b. SQUASH BLOCKS AT INTERIOR BLOCKING dsPANEL, ffINTERIORabearing wall Boise Joist Blocking BEARING : _ Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer Plumbing Load bearing walls when load bearing - for lateral support when joists Vertical load transfer =1900 plf max along load bearing wall. C meet over wall, or wall stacks directly over wall or Load bearing wall must stack :� " * over squash=20 blocks and beam below Load bearing wall must stack over Non -stacking walls * " `y' I blocking and wall or beam below.* require additional wall or beam below. \` a• •S ; consideration. Check Joist C - i When joists meet over wall, provide local building 1 3/4"minimum bearing for each. I Joist can be offset code for appropriate g up to 3" to avoid details in One 10d boxy vertical plumbing areas=20 of high or=20 sinker S, J �lateral load. nail each side3" max r at bearing, r JOISTS OFFSET N.T.S. / Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Squash block 10dnails SECTION INT. BRG. WALL require additional consideration. (2x4 minimum) Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges �7 -77-71-700 A 1 2' ROUND HOLE MAY DO NOT CUT HOLES 6 BE CUT ANYWHERE IN 6 611 CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" �i.��,.�.,,��.�.:.t :�.f+� ." .�-.�'a.�i.C:'O��w x��.- :4 - .°.e'� �'h'.L.f�.l•.A:.� � � � r u 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. 7.1Y" 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 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. Joist hanger 5/8"0 THRU BOLT I.0 SIMPS( w/ (22) NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL O Backer block (12" wide min.) . ,111-111-111-111— Nail with 10-10d nails. •.•.Install tight to top flange. i SLEEVE THRU STEM SEE PLAN FOR •• a • • yl ` FOUNDATION INFO ' \ 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 7A "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 - requirements l �r�i • ✓ 0.6 X Joist e �/ depth I -JOISTS BUCKETS N.T.S. REINF. SEE PLAN =III— A/C CHASE 4" PVC (2) #5 REBAR 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 • • (WHEN w/ (18)10d x 1 1/2" - REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" v CENTERED @ PIPE PENETRATION d 4\1j a • e 4 tl .=rr _ — °. ril-11T— • • 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE tl SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 4- a PVC OR SCH40 SLEEVE /r— PLUMBING LINE a e • tl.e d 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 etl 4. • / dtl L tl e d tl e/ d SEE FND. PLN. SIZE & REINF. C N � W C� C m x C N t.L a. 1 y � N C �aC .2 lV c c io 3 3 CU u � y ar ro Q c E aC3 0 t7�'"liS'�IlrP, t� FL,O¢�' 0FCaSIW4 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 - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W N N 0 ems+ J a IL a Y c� Z a 0 � z -grn o 0 m o oC odo o N Co W m C� adz Z V. -16 coW w N M Z W H 0 0 ❑❑❑ W z � o z a cc z0 �N V 0 w $ N c Y �N ® U w J � Ld U c N o z cn � ERo �o z �E o, �z VJ ` �a �w mp 11 z� J �' a ° W 0 o �w =� N� = u� J Q � M W OF 0 c 0 �� LO ' ^ rn m r� O 0 p Y (n N C0 L0 CD -0 co M 00 .0 m CD LO CN 00 N T ai T tD M o Z z E r u) � D cc a E 0 w ¢ o JOB NO : 23-06141 SCALE : AS NOTED SHEET NO. SN 1