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I I_V IIII I I I II I I I I 11 .1 01 L0 0 I 0 q rn 1 GV d N i _ I 0 r0 c, 4 1 N F N THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING � II II II II I1� I I III II [ II 17�b I1 I IcqI I I 1 1 I I I -1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN L I MAX 16GAx1-1/2" LONG (3/4"-1" STUDS (NOTED THUS:-) - OFFSET I I I I I I 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 L I J16, HOME H C G GARAGE SIDE O O O 5'-0" 10 STUB -OUT FOR 1'-0" 0 9 0 GAS METER O � o U • 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-Y (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-81, (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. &-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" 1 (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 CELLS r— STD. 90' HOOK r— BOND BEAM cn - w STD. 90' CONT. #5 HOOK BAR BOND BEAM STEP SIMPS( w/(22)10d NAILS TYP. GIRDER TRUSS - CONT. #5 BAR 2X TOP PLATE 5/81 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST 31 BOND BEAM LC SCALE: N.T.S. SIMPSON MGT — w/ (22)10d NAILS TYP. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN `, I '' ` 11,'� TYPICAL SIMPSON MGT TO SIMPSON H ETA20 H ETAL20 / SEE PLAN FOR REQ'D -PLYWOOD FLOOR COLUMN AND / ' 1 SHEATHING PER PLAN BUILT-UP COLUMN DETAIL INSTALLATION M I D SPAN @ CONNECTION I .,.- �_,y 1.. TJI TO BE CUT To ALLOW - NOTE: FOR BLOCKINGfrJI UPLIFT VALUE ``—MASONRY WALL OR ;;� S� :;' IS BASED ON INTERIOR BRIG. WALL S.P.F. TJI PER PLAN OTHERWISE SOLID •`".-�' j BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR LOCATION OF above to bearing below. STUDS SECTION @ INT. BRIG. WALL -' �''�':r� SECOND H 0A (WHEN SIMPSON H10A DOUBLE JOIST CONSTRUCTION ` "�"' ` _ REQUIRED w/ (18)1Od x 1 1/2 ) - - Backer and Filler Block Dimensions (Not required if both loaded equally from above) N.T.S. , � .. =` NAILS BCI®Joist Backer Block Thickness Filler Block Thickness Filler blocking UPLIFT = 1015# 1/8" min. 2' min. }Small gap Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels p Two 3/4" wood panels or 2 x — p , 18 gap ' - 2" max. 4 max. web stiffener Fastener schedule e_ aria L Joist p B End Location Series De th Intermediate g_� TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H10A -,---' , 2 8d INSTALLATION INSTALLATION 1� 1/2 _. 2 8d ®,_ 9-1/2".- 1-1/8" or two 1/2' --,- BCI 5000s 11 7%8" 3-8d 2-8d _ _ 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel ' 14 2 8d _' 5- d Clinch nails J �� O 9-1/2" 2 8d 2-8d 111 1-1 /8" or two 1 /2" ✓C when BCI 6000s 7/8" 2 8d 3-8d 4" MIN. EMBEDMENT 6500s 1.8/1.7 wood panels 2 x — + 5/8' or 3/4 wood panel possible BCI 6500s® 16" 2 8dd 5-8d / SEE SCHEDULE FOR 1-1/8" or two 1/2" 1) Support back of web during nailing to prevent damage to web -flange connection. _ - 6-8d ` � 11-7/8' i 2-8d 3-8d %, ° SIZE AND QUANTITY o 60 2.0 wood 2 x — + 5/8" or 3/4" wood panel BCI 60s® 14" 2-8d 5-8d o OF FASTENERS panels 2 Block solid between joists for full length of span. Tight fit 6-8d 9 16" 2 8d o 902.0 2 x _ lumber Double 2 x — lumber 3) Leave 1/8" a between to of filler blocking bottom of to flange. gap p 9 P 9 2x4/PI ood/OSB web stiffener 2" min. ® 11-7/8" . 3 16d � 3-16d Yw BCI 90s 14" 5-16d S-16d o o 0 4) Place foists together and nail from each side with 2 rows of 10d Halls required when indicated or 4" max. 16" 6-16d j 6-16d l 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - -J - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING y" GAP @ TOP sides by 6". -Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. o - Under 2nd floor column w/ loads e N.T.S, higher than 15001b. SQUASH BLOCKS AT INTERIOR Boise Joist Blocking BEARING Use 3" (10d) nails at 6" o.c. Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls Load bearing wall must stack "Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side , at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES ----\ DO NOT cut, notch or drill flanges Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL I N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) 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 J beam below �- Load bearing wall must stack over blocking and wall or beam below.* - - � Joist Use 10dx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration. — (D (D i A 1Y2" ROUND HOLE MAY DO NOT CUT HOLES 6 BE CUT ANYWHERE IN 6' 6' CANTILEVER LARGER THAN 1)12" 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 %" 8 1 T-W I T-1" I T-2' 1 1' 2" 1 T-3" 1 T-3" I T-T' I T-11"I 2'-4" 1 2'-9' 1 32" 13-T' Any 16'joist Spat (it) 12 1'-0" T-1" 1' 2 1-2" 1 T-3" 1 T-9 7 4" 2'-11" 3'-T' 1 42 4' 9r' S'4" 16 1'4Y" T-1" T-2' 1' 2" 1'-7 7-6' 3-2" 3-10" 4-9' 5'-T' 64" T 2 20 1'-0" 1'-1' 1'2" 1'2" 2- 3'-0" 4'-0" 4'-10" 6-11" 6'-11" 7'-11" 8'-1i" 24 1'-0" 1'-1" 1' Z' T-3" 2-6 3-T' 4-9" 6-10" T 2" 8'-0" 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 %" 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 �1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S TYPICAL SIMPSON HETA20 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION a II—III=III=11 a PLUMBING LINE PVC OR SCH40 SLEEVE •a a•°• d A�i �I �°' Backer block (12" wide min.) -III—III= — — SEE FND. PLN. Nail with 10- 1Od nails. -1 I I=1 I I—III=1 1= —III — SIZE & REINF. Install tight to top flange. .. 12" BELOW - I SLEEVE THRU STEM GRADE PIPE VERTICAL THRU FND. Joist hanger �T SEE PLAN FOR A a• • , . • , II FOUNDATION INFO • d STEM FOUNDATION PVC OR SCH40 SLEEVE \ GRADE TOP (2) #5's x 4 -0 Filler block. REINF. SEE PLAN CENTERED @ PIPE Nail with PENETRATION PLUMBING LINE 10-10d nails. 4o Backer block required where top n mount hanger load exceeds 250 lbs. Install tight to top flange. F, IT77 1/4"-2" gap �'- r I ' 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 I requirements �✓ / /r0.6 X Joist depth „ /✓ �„ I -JOISTS BUCKETS N.T.S. 1 A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. � a 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 ° n d II ,III=III=11 4 1 � 11=III=III: I -III -I i I- � SEE FND. PLN. SIZE & REINF. . 1 co c .o Z o >w � 01 t o �L-- o LJ_ ri o W fl N U � � Q N Wo_� Y u as E C r >R0 cY : \�F. A\��. z U CEO O� r .(4t " F L O ••�� Air oA•. �� OFFS 514 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 Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H E o 8 ��co r F'~1 rii U% (14 C) .. W J U_ 2 LL W LL 9 J 0 jrl � _ w Z c o a v W mN� r, o W�pjO1 m J o o N Co Z J F O U �d ,., t u ». W ❑❑ U G Q r V N U o lT�,� Ch LL •U � O :n C �N W J U+. C o M M v 10Y w Qz4Q �Ji z � > Ei E U oa w to ,off 0 go ZgM q�a N �- sg ai irw ins ti c ¢ z Z --r �m a0 20 ai 3 S a ww W U tlLL � � 5 J g ;a o- °CV 121) > (n I m m a O 0 J L '0 CID C:)� c 'r a- o (� m a C:) � a Q 0 c 0 I n I, N O Co O 4 (V I0 O CD m r-r Z z ^ E iY co a E -o M U _J Q O c CD -J JOB NO: 22-12492-12489 SCALE: AS NOTED SHEET NO. SN-1 PASCO COUNTY