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r I III I [I 11 '"J -■i r n r ±1 I' -- r n re 1 11 1 I 111II' I I'1411' 1. '.tl 'III I I 1 II 1 1 1 1 1 11 11 11 11 '119 I1IT11" 1 I — 11 Cn 3 W I n N x m n N 0 N 0 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING —* I [I Lid ... ... .. ... ... .. 16GAx1-1\2" LONG (3/4"-l" CROWN) 8 .. . STAPLES @ 6" O.C. VERT BETWEEN MAX. ". [.... 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 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** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 0 0 0 5'-0" Q - c� STUB -OUT FOR 1 _�o 0 0 GAS METER 0 ' U O ~O &4 = • 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. 13'4" (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. 81-6" (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. 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 FILL CELL-� r- STD. 900 HOOK r- BOND BEAM SIMPSON MGT w/(22)10d w NAILS TYP. IM GIRDER TRUSS a STD. 90° CONT. #5 BT�S- AR T. #5 I HOOK �� BAR I 2X TOP PLATE #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 C� CONT. BASE PLATE BEARING COLUMN(PLYWOOD SEE PLAN FOR REQ'D �- FLOOR ��X�� -�SHEATHING PER PLAN COLUMN AND _/ CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKINGffJI -'--MASONRY WALL OR ^\\ INTERIOR BRG. WALL j TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH - Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ I NT. BRIG. WALL DOUBLE JOIST CONSTRUCTION Backer and Filler Block Dimensions (Not required if both loaded equally from above) N.T.S. BCI®Joist Backer Block Thickness Filler Block Thickness Filler blocking 1/8" min. 2" min. ) Small gap Series r 1/8" a gap max. 2" max m Web Stiffener _Fastene_r Schedule 3/4" or 7/8' + earn 5000s 1.8/1.7 wood nets Pa Two 3/4" wood panels or 2 x — i - r- Series De tg End IocaUon i I I End I- - ' Intermediate I ` ,ti 9-1/2" 6000s 1.8/1.7 1-1/8" or two 1/2" 2 x + 5/8" or 3/4" wood panel / BCI 5000s 11 7/8" !1 ; 14" 2-8d 3-8d r_I 2-8d_ 5-8d - wood panels — _ Clinch nails - 2-8d 2-8d ® 9 7/8' 1-1/8' or two 1/2" when BCI 2-8d 3-8d 6500s 1.8/1.7 wood panels p 2 x _ + 5/8' or 3/4' wood anal P possible14" P BCI 6500s0. � 5-8d- - 1-1/8" or two 1/2" ck of nailing to prevent damage to 1) Supweb-flange t �; 16"2-8d 1117/8" 2.8d 3.8d 602.0 wood + 2 x — 5/8 or 3/4 wood panel langeort odunng connweb _ - " \` - ® BCI 60s _ - 2 8d , _ _ 5 8d panels 2) Block solid between joists for full length of span. Tight fit 16 2-8d 6 8d Fflange. 90 2.0 2 x — lumber Double 2 x — lumber 3) Leave 1/8" gap between top of filler blocking and bottom of top 11 7/8' _ 3 16d 3-16d- _ - j 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 4" max. - required when indicated or 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 Y" GAP TOP @ sides b 6". y -Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building 1/16" code for appropriate lor=20 details in One 10d 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 KNOCKOUTS) ALLOWED IN BEARING ZONES —_\ DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at Y> Load bearing walls Provide adequate bearing for each lapped joist. odnai►s SECTION @ INT. BRIG. WALL I N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) 5/8"0 THRU BOLT !.0 SIMPS( wl(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 SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. -�v LOCATION OF SECOND H10A SIMPSON H10A ° ° °° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900plfmax. along bearing wall TYPICAL SIMPSON META12 / TYPICAL SIMPSON MTS for vertical when ad Requwhenloadbed oneaing -f for when load bearing -for lateral support when joists Plumbing META12 TSS INSTALLATION / HTS INSTALLATION 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 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid PLUMBING LINE vertical plumbing TOP (2) #5's x 4'4' 3" max CENTERED @ PIPE PVC OR SCH40 SLEEVE JOISTS OFFSET A/C CHASE 4" PVC PENETRATION SLEEVE THRU STEM Use 10dx3" nails at Vo.c. for all joist blocking panel *Non -stacking wallsH N.T.S. WALL •� a a a „I I a a a 4 4 a a I— I —III—I I ITI I I °—I wT 11=sI IITI require additional consideration. =rt — - _ _ OD t=-5r=1 CD CO 171 6A 1,V2" ROUND HOLE MAY ' DO NOT CUT HOLES 6 6 BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2° 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 1,Y2" Any 16" joist Sparc (tt) 12 l -U* T-1" T-2" 1' 2" T-3" T-9' 2-4" 2-11" 3T' 42" 4-9" 6_4' 16 T-4" T-i" 1' 2" 1' 2" 1'-7' 2-5" 3-2' 3'-10" 4-9' 5' 7" 64" -2' 20 T-9' V-1" T-Z' 1 2" 2-9' 3Z' 4-9' 4'-10' 6-11" 6'-11" 7'-11" -7 8'-11" 24 T-0" T-11" 1' Z' 1'-3" 7-5' 3'-T' 4-9" 6-10' T 2' 8'-4" 9-6" 10'-9' 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 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. Backer block (12" wide min.) Nail with 10-10d nails. \ Install tight to top flange. ; / SLEEVE THRU STEM x Joist hanger / SEE PLAN FOR Joist a . • • a FOUNDATION INFO ` a' STEM FOUNDATION Filler block. GRADE r- REINF. SEE PLAN Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. H -I 1/4"-2" gap r'iLy. 1 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 7' �� ff 0.6XJoist I 111 l I ' o �, a depth � J I •�0 I -JOISTS BUCKETS N.T.S. (2) #5 REBAR A/C =HASE4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 4. G PVC OR SCH40 SLEEVE r- PLUMBING LINE Q L 4 • c4 n _ 4 • O • / 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 a 4C a h ILIi III - I-1 1=1 I: ! a a SEE FND. PLN. SIZE & REINF. a) O Q C� co .- m tea. Z � N Q U) O c -t Li.J. i J %rw ` A s E J GFo , r? \ S f JS 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 - Residenhal 7th Edition Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W �F # a O 8 cCo O M CJ O N � J Yamp J V. 7 a0 N 3k u_ W U)MO� 0.. Y Ui Jr)j LL a.UJ m Z L N o O w N co W O og�coLLW �ar W a Z co N M Z _J of �i Z O U U y W ❑ ❑ ❑ V co z 00 g o z 00 (0 z o Q �. J— a. - N " A U LU a U O w g V) t�m IB U W J I < .2 8 • Q 8 Sm r— o � Jz w CID¢2 _J co s Z a U_, Q E o wLL > z® H ru O E p` Qi U 0 oa wz Z GV F-o L ago ¢ w0 mo . � C L_ = U O¢ Z f >aw z J 2 m 1 3 < ° 0� Z Z ao W a� U LL <2 Nw 4< 0 ;0 o C�p V' z�a a r_ ij '> O >M O m m c9 L c0 't N :3 r qCT Cr Y T �1 L1� U o m 4-d4-1 Q � N O O N Lo M T E c c) CO .. o z z �; E N a U _J Q 0 � JOB NO: 22-02372 SCALE : AS NOTED SHEET NO. SN 1