Laserfiche WebLink
THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH <br />EXPANDED METAL LATH ATTACHMENT. <br />METAL LATH <br />16GAx1-1\2" LONG (3/4"-1" CROWN) <br />STAPLES @ 6" O.C. VERT BETWEEN <br />STUDS (NOTED THUS:—) - OFFSET <br />STAPLES BETWEEN STUDS AS SHOWN <br />WALL SHEATHING <br />DOUBLE JOIST CONSTRUCTION <br />(Not required if both loaded equally from above) <br />Filler blocking <br />1/8" gap <br />} <br />FILL CELL <br />rn <br />w <br />CONT. #5 > STD. 900 <br />HOOK <br />BAR <br />STD. 90" HOOK r BOND BEAM <br />BOND BEAM STEP <br />SCALE: N.T.S. <br />INTERIOR/EXT WALL SEE <br />SIMPSON MGT <br />w/ (22)10d <br />NAILS TYP. GIRDER TRUSS <br />- CONT. #5 <br />BAR 2X TOP PLATE <br />5/8"0 <br />#5 CONT. THRU <br />FROM BOLT <br />FOUNDATION <br />TO HIGHEST <br />BOND BEAM <br />2 X B.U.0 <br />SIMPSON MGT <br />w/ (22)10d <br />NAILS TYP. <br />PLAN FOR MORE INFO <br />CONT. BASE PLATE <br />BEARING COLUMN <br />PLYWOOD FLOOR <br />SEE PLAN FOR REQ'D <br />COLUMN AND <br />SHEATHING PER PLAN <br />CONNECTION <br />TJI TO BE CUT TO ALLOW <br />FOR BLOCKING/TJI <br />MASONRY WALL OR <br />INTERIOR BRG. WALL <br />TJI PER PLAN <br />OTHERWISE SOLID <br />BLOCKING TO MATCH <br /># OF 2nd FLOOR <br />— Solid block all posts from <br />STUDS <br />SECTION <br />above to bearing below. <br />@ INT. BRG. WALL <br />N.T.S. <br />1/8" min. 2" min. <br />- <br />2" max }Small <br />gap " <br />1) Support back of web during nailing to prevent damage to <br />web -flange connection. <br />2) Block solid between joists for full length of span. <br />3) Leave 1/8" gap between top of filler blocking and bottom of top flange. <br />4) Place joists together and nail from each side with 2 rows of 10d nails <br />16GAx1-1/2" LONG (3/4"-1" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite <br />CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". <br />O.C. VERT INTO STUDS <br />(NOTED THUS:—) DOUBLE JOIST CONNECTION <br />N.T.S. <br />METAL LATH ATTACHMENT DETAIL <br />REV. 09.24.21 SCALE: 3/4" = V-0" <br />*DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* <br />**ONLY APPLIES TO LENNAR TPA/JAX** <br />10'-0" <br />TANK -LESS W/H <br />CORNER OF <br />HOME H C G <br />GARAGE SIDE 00 0 <br />5'-0" ¢ - <br />c� <br />STUB -OUT FOR 1 -010 z o <br />GAS METER 0 o <br />� U <br />0 0 <br />N = <br />• MEASUREMENTS ARE FROM FINISHED FLOOR <br />• ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER <br />• ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER <br />GAS CONNECTION DETAIL <br />**ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** <br />RAFTER SPAN TABLE <br />MEMBER SIZE AND SPACING <br />MAXIMUM LENGTH <br />MEMBER CONNECTIONS* <br />2" X 4" @ 16" O.C. <br />T-5" <br />(2)16d TOENAILS <br />2" X 6" @ 16" O.C. <br />10'-8" <br />(2)16d TOENAILS <br />2" X 8" @ 16" O.C. <br />13'-9" <br />(3)16d TOENAILS <br />2" X 101' @ 16" O.C. <br />16'-5" <br />1 SIMPSON HTS20 OR (3)16d TOENAILS <br />2" X 12" 16" O.C. <br />19'-3" <br />(1) SIMPSON HTS20 OR (4)16d TOENAILS <br />2" X 4" @ 24" O.C. <br />6'-1" <br />(2)16d TOENAILS <br />2" X 6" @ 24" O.C. <br />8'-6" <br />(2)16d TOENAILS <br />2" X 8" @ 24" O.C. <br />11'-0" <br />(2)16d TOENAILS <br />2" X 10" @ 24" O.C. <br />13'-0" <br />(3)16d TOENAILS <br />2" X 12" @ 24" O.C. <br />16 4" <br />(1) SIMPSON HTS20 OR (3)16d TOENAILS <br />* TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). <br />** SOUTHERN YELLOW PINE, 55 PSF LOADING <br />Backer and Filler Block Dimensions <br />BCI®Joist <br />Backer Block <br />Thickness <br />Filler Block Thickness <br />Series <br />3/4" or 7/8" <br />5000s 1.8/1.7 <br />wood panels <br />Two 3/4" wood anels or 2 x <br />P <br />1-1/8" or two 1/2" <br />6000s 1.8/1.7 <br />wood panels <br />2 x _ + 5/8" or 3/4" wood panel <br />1-118" or two 1/2" <br />6500s 1.8/1.7 <br />wood panels <br />2 x _ + 5/8" or 3/4" wood panel <br />1-1/8" or two 1/2" <br />602.0 <br />wood panels <br />2 x _ + 5/8" or 3/4" wood panel <br />902.0 <br />2 x _ lumber <br />Double 2 x _ lumber <br />SQUASH BLOCKS AT INTERIOR <br />BEARING <br />Vertical load transfer =1900 plf max along load bearing wall. <br />Load bearing wall must stack <br />Non -stacking walls <br />over squash=20 blocks and <br />require additional <br />consideration. Check <br />wall or beam below.* <br />local building <br />code for appropriate <br />1/16 <br />details in <br />One 10d box <br />kor=21 <br />areas--20 of high <br />sinker <br />lateral load. <br />nail each side <br />at bearing. <br />Squash block <br />(2x4 minimum) <br />Bearing wall, Versa -Lam LVL or <br />Glulam Beam <br />Boise Joist Blocking <br />Use 3" (1 Odl nails at 6" o.c. <br />Q '/ Provide adequate bearing <br />for each lapped joist. <br />10dnails SECTION @ INT. BRG. WALL <br />N.T.S. <br />NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST <br />KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE <br />IN BEARING ZONES D (KNOCKOUT EXEMPTS) <br />(see table below) D <br />(see table below) <br />DO NOT cut, notch <br />or drill flanges <br />• � 4 max. <br />Q <br />-� Clinch nails <br />when <br />possible <br />Tight fit U I� <br />2x4/Plywood/OSB web stiffener 2" min. <br />required when indicated or 4" max. <br />Web Stiffener Fastener Schedule <br />Joist BearingLocation <br />Series Depth End Intermediate <br />® <br />BC15000s <br />9-1/2" <br />11-7/8" <br />2-8d <br />1 2-8d <br />2-8d <br />3-8d <br />14" <br />1 2-8d <br />- d <br />BCI 6000s® <br />BCI6500s® <br />9-1/2" <br />11-7/8" <br />' 2-8d <br />2-8d <br />2-8d <br />3-8d <br />14" <br />2-8d <br />5-8d <br />16" <br />2-8d <br />_ <br />6-8d <br />BC160s® <br />11-7/8" <br />2-8d <br />3-8d <br />14" <br />2-8d <br />5-8d <br />16" <br />2-8d <br />6-8d <br />_ <br />BCI90s® <br />11-7/ " <br />3-16d <br />3-16d <br />14" <br />5-16d <br />5-16d <br />16" <br />6-16d <br />6-16d <br />- Hangers with side nailing. <br />-Hangerswithsidesnotcontaining WEB STIFFENER <br />top flange of joist. <br />- Birdsmouth cuts. N.T.S. <br />- Under 2nd floor column w/ loads <br />higher than 15001b. <br />BLOCKING PANEL, INTERIOR <br />Vertical load transfer =1900 plf max. along bearing wall <br />Required on interior walls : for vertical load transfer <br />when load bearing - for lateral support when joists <br />meet over wall, or wall stacks directly over wall or <br />beam below Load bearing wall must stack over <br />/— blocking and wall or beam below.* <br />Use 10dx3" nails at 6"o.c. for all joist <br />blocking panel "Non -stacking walls <br />require additional consideration.- <br />17 <br />■ ■ �!!•� <br />Err A 1Yz" ROUND HOLE MAY A <br />6" 6" <br />BE CUT ANYWHERE IN CANTILEVER <br />THE WEB. PROVIDE AT <br />LEAST 3" OF CLEARANCE <br />FROM OTHER HOLES <br />MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 112" <br />DO NOT CUT HOLES <br />LARGER THAN 1Y" <br />ROUND IN <br />CANTILEVERS. <br />Any 16"joist <br />Spam) <br />8 <br />1'-0" <br />I T-1" <br />1' 7' <br />1-2'• <br />1 1'-3' <br />i' 3" <br />1 T-T' <br />1'AI" <br />1 24' <br />2- <br />32' <br />37" <br />12 <br />1'-0" <br />1-1" <br />1' 2' <br />v 2" <br />1' 3" <br />1'-g' <br />2'-4" <br />1'. <br />3'-T' <br />4' 2' <br />4-9" <br />16 <br />1'-cr' <br />1'-i" <br />1'2" <br />1'-T' <br />2S' <br />3'-2 <br />" <br />14]0" <br />4'�' <br />S T' <br />6'4" <br />T20 <br />T-9' <br />1- 1" <br />�'-Z' <br />2" <br />1-2" <br />2-C' <br />3-0" <br />4'-9' <br />5-11" <br />6-11" <br />T-11" <br />8'-11" <br />V-1" <br />1' 2" <br />1-3" <br />7-6' <br />3-7- <br />4'-9' <br />S'-10'" <br />T 2 <br />9-41 <br />MR, <br />1 10'-9" <br />NOTES: <br />1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. <br />2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY, <br />3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. <br />4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS <br />THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF <br />A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. <br />5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE <br />MEMBER CONDITIONS. <br />6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF <br />THE LARGEST HOLE. <br />7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. <br />8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER <br />UP OR DOWN. <br />9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS <br />PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE <br />POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. <br />HOLE CUTTING CHART <br />N.T.S. <br />�When joists meet over wall, provide <br />1 3/4" minimum bearing for each. <br />Plumbing <br />Joist <br />I -Joist can be offset <br />up to 3" to avoid <br />vertical plumbing <br />3" max <br />JOISTS OFFSET <br />N.T.S. <br />Backer block (12" wide min.) <br />Nail with 10-10d nails. <br />-,,Install tight to.top flange. <br />Joist hanger <br />\ Filler block. <br />Nail with <br />10-10d nails. <br />Backer block required where top <br />mount hanger load exceeds 250 lbs. <br />Install tight to top flange. <br />1/4"-2" gap <br />Backer Block <br />"Top Mount" "Face Mount" <br />Backer block shall be tight Backer block shall be tight <br />to bottom of top flange with to top of bottom flange with <br />1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top <br />flange. flange. <br />eb stiffner as <br />Web stiffeners are not required when top required if hanger <br />flange is laterally supported by joist hanger. doesn't meet <br />height <br />requirements <br />0.6 X Joist <br />o depth <br />I -JOISTS BUCKETS <br />N.T.S. <br />TYPICAL SIMPSON MGT TO <br />BUILT-UP COLUMN DETAIL <br />TYPICAL SIMPSON LUS/HUS/HUC <br />INSTALLATION <br />VIN. EMBEDMENT <br />SCHEDULE FOR <br />AND QUANTITY <br />)F FASTENERS <br />TYPICAL SIMPSON META12 / <br />META12 TSS INSTALLATION <br />A/C CHASE 4" PVC <br />SLEEVE THRU STEM <br />WALL <br />SLEEVE THRU STEM-" <br />SEE PLAN FOR •. • . • <br />FOUNDATION INFO <br />STEM FOUNDATION <br />GRADE <br />0 <br />r- REINF. SEE PLAN <br />LAIC CHASE 4" PVC (2) #5 REBAR <br />SLEEVE THRU FOOTING <br />MONO FOUNDATION <br />TYP. FND. PENETRATIONS <br />SCALE: N.T.S. <br />SIMPSON META12 / META12 TSS <br />INSTALLATION @ MID SPAN <br />NOTE: <br />UPLIFT VALUE <br />IS BASED ON <br />S.P.F. <br />LOCATION OF <br />SECOND H10A <br />SIMPSON H10A (WHEN <br />w/ (18)10d x 1 1/2" ° REQUIRED) <br />NAILS <br />UPLIFT =1015# <br />TYPICAL SIMPSON H10A <br />INSTALLATION <br />TYPICAL SIMPSON MTS <br />/ HTS INSTALLATION <br />TOP (2) #5's x 4'-0" <br />CENTERED @ PIPE <br />PENETRATION <br />PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />PIPE VERTICAL THRU FND. <br />TOP (2) #5's x 4'-0" <br />CENTERED @ PIPE <br />PENETRATION <br />Q A <br />a <br />`PVC OR SCH40 SLEEVE <br />PLUMBING LINE LUM G <br />4 d/ <br />OLD <br />Z <br />e <br />SEE FND. PLN. <br />SIZE & REINF. <br />PIPE PERPENDICULAR TO FND. <br />TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE <br />CENTERED @ PIPE <br />PENETRATION PLUMBING LINE <br />4 . __\ 9 d C 11 <br />.G d <br />C. ° f-- <br />- -1 I d =1 I CI 11— <br />a <br />a <br />SEE FND. PLN. <br />SIZE & REINF. <br />era <br />!V <br />O <br />N C <br />ti o <br />X W <br />0 <br />=fig <br />m N <br />�- <br />4 <br />co so <br />Q �Y <br />3 °i a+3W <br />a s a, <br />as <br />> E + c <br />3 Ca <br />$ <br />W d <br />_E <br />�tj <br />,%J11111 I I fill/ <br />SE <br />LL <br />40 - O.•••• <br />••''•• <br />���O�i�pROfiESS10ttPo <br />4 <br />rt,�/tttttlEit`tl����� <br />To the best of the Engineer's knowledge, Information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />E N <br />n <br /><p co <br />N N m — <br />Y J <br />0 3 �, � 93 LL uL <br />N co No u- Lu w <br />W a <br />dcho w <br />o z <br />LL <br />u- <br />Q <br />zzo1. <br />Z <br />t m v wo <br />0 0 <br />m � 6 <br />o d m <br />LL�CNZ <br />Z N o °d' U W <br />M U VJ <br />wic <br />j N <br />VO U ❑❑❑ <br />W <br />z � S <br />�a <br />CD <br />z 9Cz <br />— N <br />to <br />(D <br />_z <br />M "� w <br />� a <br />V <br />O r_u 8 <br />Of <br />� c <br />®® W J <br />~ � <br />t <br />I <br />U <br />39 <br />Ad <br />� <br />o <br />W <br />c <br />Z <br />N <br />Z <br />Z <br />2 <br />LA- <br />zo <br />yN <br />O 0 <br />W <br />O <br />Z <br />" o <br />r6 <br />E <br />U <br />x�oQo <br />U <br />7U <br />Q <br />ZCO <br />Zw�0 �, <br />a z <br />a <br />UZ <br />-.2 <br />OLL <br />z <br />m J <br />h 0 <br />Q b <br />Q W <br />z <br />~°o <br />az <br />W <br />A <br />3 <br />Nt <br />�_ <br />o <br />J = <br />Wa <br />LIs <br />�o <br />i� <br />v <br />0. <br />a3 <br />c O <br />0 <br />B <br />>Lo <br />Orn <br />m <br />0 <br />N <br />N <br />CO LCr <br />N <br />ca <br />� <br />(n m <br />N <br />1— <br />}I = <br />coco <br />0) <br />CN <br />L0 <br />r— <br />N <br />Q LO <br />r <br />ai <br />M <br />L` M CV)o <br />n N 0 to <br />Z <br />Z <br />E Nc <br />a <br />U Q p <br />JOB <br />NO: 23-06124 <br />SCALE : AS NOTED <br />SHEET NO. <br />SN 1 <br />