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I I I 1-IR1111" I. I I 3 m LO 0 M tn v cn 0 �p CN J 4 C) 0 I 2 m 0 M L0 C Cr 0 I N LO LO ;v O Cn 0 0 3 CI Q 0 i a E 0 C c c 0 U c c0i i i a c 0 U EZ LO L 0 0 a N N L LO S Ci V) N THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH --, /_ WALL SHEATHING I�I %4 .. [ 1—'w �.I�...' 16GAx1-1\2" LONG (3/4"-1" CROWN) v } STAPLES @ 6" O.C. VERT BETWEEN hIAX I 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 —/ C G GARAGE SIDE O O O 5'-0" STUB -OUT FOR O o LO GAS METER C) o O N = • 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. 10'4" (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. 8'4" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 154" (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®Joist Backer Block Series Thickness Filler Block Thickness 3/4" orp 5000s 1.8/1.7 nel 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 FILL CELLS � STD. 900 HOOK r— BOND BEAM SIMPSON MGT w/(22)10d w NAILS TYP. GIRDER TRUSS STD. 90° CONT. #5 BA77- R HOOK iBAR 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM 5/8" 0 THRU BOLT 2 X B.U.0 BOND BEAM STEP SCALE: N.T.S. SIMPSON MGT w/ (22)10d a 2nd FLOOR NAILS TYP. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATEBEARSIMPSON META12 / META12 TSS SEE PILA FOR EQ'D NG COLUMN rTYPICAL SIMPSON MGT TO � PLYWOOD FLOOR INSTALLATION MID SPAN COLUMN AND SHEATHING PER PLAN BUILT-UP COLUMN DETAIL CONNECTION !, !� TJI TO BE CUT TO ALLOW NOTE: FOR BLOCKING/TJIUPLIFT �� !, \�/�-�_ .:S:S;SS• ISBAS DONE MASONRY WALL OR INTERIOR BRG. WALL S.P.F. TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR STUDS LOCATION OF above to bearing below. SECOND H10A SECTION @ INT. BRG. WALL = (WHEN DOUBLE JOIST CONSTRUCTION ,� �� Z. SIMPSON H10A � .� REQUIRED) (Not required if both loaded equally from above) N.T.S. w/ (18) 10d x 1 1/2" NAILS Filler blocking 1/8" min. 2" min. UPLIFT = 1015# }Small gap + i 2" max. 4" max. 1/8" gap - webStlffenerngSchedcation le TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H10A - — Fastener - -- ,, Joist Bearing Location._ -,� - \_ Series_ Depth End�Intermedlafe ® 9.1/2" _ 2-8d _2-8d -_ INSTALLATION INSTALLATION BCI5000s 117/8" 2-8d 3-8d - 14' Clinch nails - 9 1/2" 2-8d_ _2 8d when ,r\ � BCI 6000s@ 11 ]%8 � � — _ — " 2-8d 3-8d possible\ BCI 6500s®I 148d 5-8d 4" MIN. EMBEDMENT \ . 16" 2-8d 6-8d _: c SEE SCHEDULE FOR Support 9 9 p g -- _ 1 Su rt back of web Burin Wallin to prevent damage to � 11 7/8" 2-8d i 3-8d J o SIZE AND QUANTITY wlocksngebetweenloi - BCI60s6 [4"_T2-8d 5-8d o OF FASTENERS 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. 2x4/PI ood/OSB web stiffener \ 2" min. ® 1 11 7/8"_ 3-16d_ 3-16d 4" Max. 16d _ c 4) Place joists together and nail from each side with 2 rows of 10d nails N" BCI 90s F-14" 5-16d 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 16d 6-16d OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with side nailing. -Hangerswithsidesnotcontaining 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 pif max along load bearing wall. Load bearing wall must stack Non stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building code for appropriate 1/16 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 Boise Joist Blocking Use 3" (10d) nails at 6" o.c. �i Load bearing walls Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) 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 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dxY nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — CD CD Err A 1Y2" ROUND HOLE MAY 6" 1 6" NOTCUT HOLES BE CUT ANYWHERE IN CANTILEVERJRO ARGER THANTHE WEB. PROVIDE AT OUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %" L 010M 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. N.T.S. TYPICAL SIMPSON META12/ META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL A —lo, . _ 1 �'��Illall�dII8118 Backer block (12" wide min.) �I I II C Nail with 10-1 Old nails. —� ;\ Install tight to top flange. SLEEVE THRU STEM SEE PLAN FOR •. • ... Joist hanger a. / \ FOUNDATION INFO d STEM FOUNDATION \ lr 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. 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 7� 0.6 X Joist �" depth L I -JOISTS BUCKETS N.T.S. GRADE ° I— r--REINF. SEE PLAN (2) #5 REBAR Z��—CCHASE �PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION r ° d I I d -ll llllE— a PLUMBING LINE i— PVC OR SCH40 SLEEVE a d d All �T SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' -0" CENTERED @ PIPE PENETRATION IrPVC OR SCH40 SLEEVE PLUMBING — L LIN E CD 2� C •.° • 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 d N4 ° 41 d d d ° ° �I�I I rJ I— �-ill /r— SEE FND. PLN. SIZE & REINF. � a ® W O O O N O (5 C:) m cc N L 4 N � 3! N N F G Y N .40 _ _ 7 R- S_^. ' o w 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 v EE 00 N IQ V° 0 co 47 N W �U,W� m a Zm MVO # LL d) J JLLLL LL a c g Z s MLL W ' m W Z Co 00 � N Z Q r co N OU N Z W ❑ ❑ Z N M z Q Q Q -' - 13 U) N N M z Cz v1 LL Tl J O w g Cn Ly N U 4i l = L U z U O m 0 o M �w Ch w Z p L Z < E .o go )i aLL z Z® oa Z o xo U a¢ a= VO aZ wZ N ' ` U.) m o z LL Z ry Q) J U En a a� S ZZ g° CL a w a m w W U QE 0 oz F M,a° MillC)O IT wa zi< � ° 1 I LOrn L0 Q � Fes— O co � Y m i'n LLO I N O Lf� 00 LO C:)N Q M L r � E O o z f0 z E d- M y m m a E c°o _3 -v :? a o c _J JOB NO: 22-06462 SCALE : AS NOTED SHEET NO. SIN 1