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a� <br />3 <br />0 <br />I <br />co <br />-� <br />N <br />t0 <br />i <br />N <br />M <br />v <br />v <br />0 <br />N <br />I <br />f\ <br />0 <br />N <br />0 <br />J <br />0 <br />n <br />CD <br />0 <br />I <br />M <br />0 <br />I <br />M <br />I <br />Cn <br />i <br />N <br />M <br />T <br />Q2 <br />v <br />0 <br />a <br />T <br />N <br />I <br />0 <br />N <br />0 <br />J <br />LO <br />LO <br />0 <br />I <br />r- <br />LO <br />C) <br />0 <br />I <br />i <br />v <br />0 <br />Un <br />C <br />i <br />0 <br />i <br />v <br />o_ <br />E <br />F2 <br />E <br />0 <br />x <br />L <br />v <br />C <br />i <br />0 <br />0 <br />v <br />J <br />0 <br />t7 <br />r'M <br />0 <br />0 <br />0 <br />0 <br />a <br />rn <br />N <br />N <br />LO <br />v <br />a <br />Y <br />0 <br />LL; <br />M <br />¢ <br />a� <br />v <br />N <br />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 />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 LJ <br />HOME H C G <br />GARAGE SIDE O O O <br />5'-0" ¢ - <br />STUB -OUT FORLO <br />v_0o o <br />GAS METER 0 <br />d- U <br />O O <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 10" @ 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 />154" <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 3/4wood panels or 2 x — <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 />1-1/8" 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 />2x — + 5/8" or 3/4" wood panel <br />902.0 <br />2 x _ lumber <br />Double 2 x —lumber <br />FILL CELL STD, 900 HOOK BOND BEAM <br />w <br />.� ..�. 11 <br />STD. 90° CONT. #5 <br />CONT. #5 <br />HOOK BAR <br />BARUL <br />CONT. <br />FROM <br />FOUNDATION <br />TO HIGHEST <br />BOND BEAM <br />v BOND BEAM STEP <br />SCALE: N.T.S. <br />2nd FLOOR <br />INTERIOR/EXT WALL SEE <br />PLAN FOR MORE INFO <br />CONT. BASE PLATE <br />BEARING COLUMN <br />PLYWOOD FLOOR <br />SEE PLAN FOR REQ'D <br />SHEATHING PER PLAN <br />COLUMN AND <br />CONNECTION <br />TJI TO BE CUT TO ALLOW <br />FOR BLOCKING/TJI <br />MASONRY WALL OR <br />INTERIOR BRIG. 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 />above to bearing below. <br />SECTION (0 INT. BRG. WALL <br />N.T.S. <br />1/8" min. <br />2" <br />} Small gap ?"" min. <br />max. �I 4max. <br />Y <br />Clinch nails <br />when \ <br />possible <br />Tight fit LIJ <br />2x4/Plywood/OSB web stiffener 2" min. <br />required when indicated or 4" max. <br />Web Stiffener Fastener Schedule <br />Joist <br />Series <br />(5 <br />BCI5000s <br />B <br />arinq Location <br />Depth <br />9-1/2" <br />End <br />2-8d <br />Intermediate <br />2-8d <br />11-7/8" <br />2-8d <br />3-8d <br />14" <br />2-8d <br />5-8d <br />BCI 6000s® <br />BC16500s® <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 />6-8d <br />BCI60se <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 />j BCI 90s® <br />11-7/8" <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 />- Hangers with sides not containing 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 />SIMPSC <br />w/ (22) <br />NAILS 1 <br />5/8" 0 <br />THRU <br />BOLT <br />SIMPSC <br />w/ (22) <br />NAILS 1 <br />R TRUSS <br />'OP PLATE <br />TYPICAL SIMPSON MGT TO <br />BUILT-UP COLUMN DETAIL <br />TYPICAL SIMPSON LUS/HUS/HUC <br />INSTALLATION <br />MIN. EMBEDMENT <br />SCHEDULEFOR <br />AND QUANTITY <br />)F FASTENERS <br />SIMPSON META12 / META12 TSS <br />INSTALLATION a@ 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 />BLOCKING PANEL, INTERIOR <br />SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1900 pif max. along bearing wall TYPICAL SIMPSON META12 / TYPICAL SIMPSON MTS <br />BEARING Use 3" 10d) nails at 6" o.c. Required on interior walls : for vertical load transfer Plumbin / HTS INSTALLATION <br />Load bearing walls when load bearing - for lateral support when joists g <br />META12 TSS INSTALLATION <br />Vertical load transfer =1900 plf max along load bearing wall. meet over wall, or wall stacks directly over wall or <br />Load bearing wall must stack beam below <br />*Non -stacking walls over squash=20 blocks and Load bearing wall must stack over _ J <br />g wall or beam below.* blocking and wall or beam below.* — <br />require additional Joist <br />consideration. Check <br />local building When joists meet over wall, provide <br />code for appropriate �1/16" 1 314" minimum bearing for each. I -Joist can be offset PLUMBING LINE <br />details in One 10d box vertical <br />to al l avoid <br />vertica! plumbing TOP (2) #5's x 4'-0" <br />areas) to o. high nail e sinker 3" max CENTERED @ PIPE PVC OR SCH40 SLEEVE <br />lateral load. nail each side j I <br />at bearing. JOISTS OFFSET A/C CHASE4"PVC PENETRATION <br />I SLEEVE THRU STEM <br />j N.T.S. WALL ° a . a <br />d d <br />Provide adequate bearing _ _ a <br />for each lapped joist. Use 10dx3" nails at 6'b.c. for all joist °, I 1-i I I, I I —I I —I ®: d : <br />blocking panel *Non -stacking walls_i !- <br />Squash block 10d nails require additional consideration. °,— <br />SECTION INT. BRIG. WALL —M —1 i�-III=IlE=1i! �1 I! FINI GRADE <br />(2x4 minimum) N.T.S. ! I <br />Bearing wall, Versa Lam LVL or -1 I I�I I I=®! I I�I i I 11, I l i -III =1 l I=1 I _I 11=! 11-1 <br />Glulam Beam <br />° _iil,Illl,lll-_Illl;lll; il,;,l;;; III„lll;olllii9 i11,�,11(,�,Ili <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 />1 16" A 1%" ROUND HOLE MAY -� 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 1" <br />DO NOT CUT HOLES <br />LARGER THAN 1Y2' <br />ROUND IN <br />CANTILEVERS. <br />NOTES: <br />1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. <br />I F UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL LIVE AND 15 PSF DEAD ON SIMPLE SPAN APPLICATIONS ONLY. <br />2. TABLES OR U 0 0 ( ) (DEAD) <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 1%" 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 />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 />I <br />I <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 />Web 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 />" `depth <br />�a of <br />I -JOISTS BUCKETS <br />N.T.S. <br />SLEEVE THRU STEM-/ <br />SEE PLAN FOR---'°• a . • ; . <br />FOUNDATION INFO a, a' <br />STEM FOUNDATION <br />GRADE <br />-I ,I�I,o,lil <br />REINF. SEE PLAN <br />r-vu �,nMOF— If rv%l <br />SLEEVE THRU FOOTING <br />MONO FOUNDATION <br />TYP. FND. PENETRATIONS <br />SCALE: N.T.S. <br />PIPE VERTICAL THRU FND. <br />TOP (2) #5's x 4' 0" <br />CENTERED @ PIPE—\ <br />PENETRATION <br />PVC OR SCH40 SLEEVE <br />/—PLUMBING LINE <br />CID <br />SEE FND. PLN. <br />SIZE & REINF. <br />PIPE PERPENDICULAR TO FND. <br />TOP (2) #5's x 4'-0" <br />CENTERED @ PIPE <br />PENETRATION <br />SEE FND. PLN. <br />SIZE & REINF. <br />PVC OR SCH40 SLEEVE <br />PLUMBING LINE <br />ate. ' . <br />a <br />Q 4/ <br />d- <br />v Q <br />cam' <br />C <br />cc <br />o <br />o. <br />>E�� <br />a, o <br />'�o <br />T <br />E <br />C, <br />d L) <br />M <br />0 <br />•o IS- <br />, t <br />�� <br />:a_. °. o <br />0 <br />". <br />.� <br />Naf�si <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. Engineer's 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 />Q 00 O O N <br />ci y O � <br />�cc U. <br />e: 0! to V w w <br />�i NO a <br />Mom,4 aS co v � w o- <br />M U_ u_ d CO z <br />�a <br />0 J Z O O <br />Z �6�v � 0 5 <br />00 X0 o <br />'ro N <br />¢W uu <br />W (np�z <br />oM <br />IL z Z ow <br />�C U=I- <br />�N <br />v <br />ov ❑❑❑ <br />W <br />N M <br />o 0 <br />J <br />r <br />U) <br />M <br />-1 0 <br />� <br />4-1 Z;; <br />: <br />O01w <br />o <br />C <br />w 3 <br />"... <br />r-.- _ e <br />t� ) <br />c-112 <br />° <br />N 0 <br />o <br />M <br />�¢ <br />o � <br />w <br />z <br />U_ E <br />oo <br />Q� <br />O <br />� U <br />wz <br />zo <br />oa <br />Fp= (tf <br />CL <br />< <br />C) o <br />o <br />o E <br />co <br />&Q <br />t- <br />wz <br />wz <br />. 2 <br />¢a <br />mo <br />m v <br />N <br />aw <br /><� <br />�z <br />co¢o <br />T 3: <br />o <br />o <br />W W <br />o <br />Will! cl� <br />ct <br />.- <br />Ao <br />U S <br />2� <br />>00 <br />U <br />ICU <br />L <br />ai <br />rn <br />~ <br />1 <br />L <br />C'V <br />M <br />LO <br />N E <br />1 <br />r <br />CTt0 <br />00 <br />° C) <br />C:) <br />00 <br />CV <br />00 <br />CN <br />r— <br />O co <br />I� <br />_E <br />C? co <br />� <br />.0 <br />(.0 N <br />O p <br />O <br />1 <br />C <br />T <br />W <br />; v; LO <br />z <br />z <br />E O 0) <br />Ia <br />JOB <br />NO : 23-05735-05740 <br />SCALE : AS NOTED <br />SHEET NO. <br />SN 1 <br />E <br />