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J <br />u., <br />I <br />M <br />Q <br />cn <br />0 <br />0 <br />01 <br />N <br />i <br />V) <br />rn <br />c <br />0 <br />Q <br />9 <br />00 <br />a) <br />E <br />rn <br />C <br />v <br />t� <br />U <br />v <br />v <br />i <br />N <br />N <br />O <br />o_ <br />O <br />0 <br />0 <br />J <br />LZ <br />F1 <br />°j <br />0 <br />0 <br />d <br />N <br />oO <br />N <br />Ji <br />c <br />0 <br />m <br />v <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 />WALL SHEATHING <br />STAPLES @ 6" O.C. VERT BETWEEN L .l. rlax.. L ..... t . t .........L ........ t. i........ 16GAx1-1/2" LONG (3/4"-1" <br />..... . ..... <br />STUDS (NOTED THUS:—) - OFFSET I I 1 I ► I CROWN) STAPLES @ 6" <br />STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS <br />(NOTED THUS:—) <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 I I <br />HOME H C G <br />GARAGE SIDE O O O <br />5'-0" - <br />c� <br />STUB -OUT FOR 1'-0" 0 9 0 <br />zo <br />GAS METER 0 o <br />� U <br />9 H <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 />7'-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 />19'4" <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" Q.C. <br />15'4' <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 />5000s 1.8l1.7 <br />3/4" orp nel <br />wood panels <br />Two 3/4" wood panels or 2 x _ <br />1-1J8" 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 />2 x _ + 5/8" or 3/4" wood panel <br />902.0 <br />2 x _ lumber <br />Double 2 x _ lumber <br />DOUBLE JOIST CONSTRUCTION <br />(Not required if both loaded equally from above) " <br />Filler blocking <br />1/8" gap <br />+ ,x <br />FILL CELL STD. 900 HOOK BOND BEAM <br />w <br />a <br />CONT. #5 <br />STD.90° <br />CONT. #5 <br />HOOK BAR <br />BAR <br />#5 CONT. <br />FROM <br />CFOUNDATION <br />TO HIGHEST <br />--------- I BOND BEAM <br />BOND BEAM STEP <br />SCALE: N.T.S. <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 BRG. WALL <br />TJI PER PLAN <br />' <br />11 <br />OTHERWISE SOLID <br />BLOCKING TO MATCH <br /># OF 2nd FLOOR <br />Solid block all posts from <br />above to bearing below. <br />STUDS <br />SECTION <br />@ INT. BRG. WALL <br />N.T.S. <br />1/8" min. Small 2" min. <br />2" } <br />gap <br />max. 4 max. <br />Clinch nails <br />when <br />possible <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. Tight fit --- <br />3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/PlywoodlOSB web stiffener 2" min. <br />4) Place joists together and nail from each side with 2 rows of 10d Waits required when indicated or 4" max. <br />2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. <br />OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". - Hangers with sides not containingtop t. WEB STIFFENER <br />DOUBLE JOIST CONNECTION Birdsm uth cuts. <br />- Birdsmouth cuts. N.T.S. <br />- Under 2nd floor column w/ loads <br />N.T.S. higher than 15001b. <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 />details in <br />One 10d box <br />areas=20 of high <br />or=20 sinker <br />lateral load. <br />nail each side <br />at bearing. <br />Squash block / <br />(2x4 minimum) �J <br />Bearing wall, Versa -Lam LVL or <br />Glulam Beam <br />Boise Joist Blocking <br />Use 3" (1 Od) nails at 6" o.c. <br />j, �/ Provide adequate bearing <br />J for each lapped joist. <br />Odnails 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 />CO <br />6" A 1Y" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES <br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" <br />THE WEB. PROVIDE AT ROUND IN <br />LEAST 3" OF CLEARANCE CANTILEVERS. <br />FROM OTHER HOLES <br />MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" <br />Web Stiffener Fastener Schedule <br />Joist B aring Location <br />Series Depth I End Intermediate <br />BCL5000s <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 />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 />BCI60s® <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 />BCI90sO <br />11-7J " <br />3-16d <br />3-16d <br />14" <br />5-16d <br />5-16d <br />16" <br />6-16d <br />6-16d <br />BLOCKING PANEL, INTERIOR <br />Vertical load transfer =1900 plf max. along bearing wall <br />Required on interior walls : - for vertical load transfer __,� Plumbing <br />when load bearing - for lateral support when joists <br />meet over wall, or wall stacks directly over wall or l <br />beam below Load bearing wall must stack over _ <br />blocking and wall or beam below:* — — <br />Joist <br />When joists meet over wall, provide <br />1 3/4" minimum bearing for each. I -Joist can be offset <br />up to 3" to avoid <br />vertical plumbing <br />3" max <br />JOISTS OFFSET <br />Use 10dx3" nails at 6"o.c. for all joist <br />blocking panel *Non -stacking walls <br />require additional consideration. — <br />�' �;+ � �,2: ate. � Y`a � }d.�� �t3 <br />��T <br />C �� � <br />�^" .r..a�,,"�� <br />'•*�°.t�'v.`"'� <br />.� .�n�.q�����}P1x,+ <br />� <br />5 Ce <br />Rat' <br />P' 'i,;& <br />`ev �.�'� <br />k�' <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 />N.T.S. <br />Joist hanger <br />SIMPS( <br />w/(22) <br />NAILS 1 <br />5/8" Q <br />THRU <br />BOLT <br />SIMPS( <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 />AIN. 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 />Backer block (12" wide min.) =1 11=111-111=1 I I ^ <br />Nail with 10 10d nails. '�I �I I f=1 I 1=1 I IIII <br />I <br />— <br />Install tight to top flange. SLEEVE THRU STEM a a.. <br />I SEE PLAN FOR °• a . • • ° ° <br />FOUNDATION INFO " 4' ' <br />STEM FOUNDATION <br />f— Filler block. GRADE _ MMKIE: CC= of AM <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 />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 />o depth <br />I —JOISTS BUCKETS <br />N.T.S. <br />tV l� 1�f7/1JC 'F f-Vl� <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 />e, (WHEN <br />SIMPSON H10A e REQUIRED) <br />w/(18)10dx11/2 <br />NAILS <br />UPLIFT =1015# <br />TYPICAL SIMPSON H10A <br />INSTALLATION <br />TYPICAL SIMPSON MTS <br />/ HTS INSTALLATION <br />TOP (2) #5's x 4'4" <br />CENTERED @ PIPE <br />PENETRATION <br />12" BELOW <br />GRADE <br />d <br />�,iIIIll�ll <br />PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />... a <br />N <br />d!� d�I <br />SEE FND. PLN. IL <br />SIZE & REINF. <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 />CO Z\4 A <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 />PVC OR SCH40 SLEEVE <br />PLUMBING LINE <br />d <br />d a' a <br />d d <br />d t4 , d <br />X <br />SEE FND, PLN. <br />SIZE & REINF. <br />a <br />N <br />N �yN <br />V} C1 G (p <br />Q d N �2 <br />lE? <br />3 oz <br />L <br />IOUxW <br />� V d <br />i N C d <br />f1 �` <br />o,. <br />;`Nti�r�Z��1ttr�rrreor8p��, <br />lbro he <br />of <br />4. <br />`�: ,s <br />a 10 <br />EZ <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida <br />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 />Engineers signature and seal. <br />0 <br />l- <br />a <br />o E <br />S <br />o <br />4) W C 'co, co - <br />LO <br />0 <br />C <br />co v L� <br />a �u_� 3 w <br />0. <br />�caa <br />- <br />co <br />calzr9 3 <br />W <br />O'FUNtD <br />Xs' <br />N Z Q <br />CoIL <br />N OU c <br />W <br />ME] <br />t, <br />N M <br />o g <br />N <br />� o � <br />J <br />V) <br />N <br />M <br />a <br />Oum <br />a <br />4--J <br />f'3 <br />u, <br />u� s <br />� a <br />t0 <br />V <br />O <br />Ln <br />U-) <br />W oJAA <br />w <br />ru <br />1.i.9 J <br />ki a <br />Y <br />co <br />W <br />Cl) <br />� <br />ti¢ <br />0 <br />z <br />Q <br />u <br />cd-QE <br />8 <br />zo <br />C-) <br />>� <br />ZB <br />0° <br />Qz <br />WX <br />K O <br />a� <br />D O <br />�U <br />&< <br />N <br />L <br />Q Z <br />wo <br />< <br />W W <br />tt� <br />G <br />y <br />� <br />m 0 <br />o, <br />Z� <br />_ c <br />N 2 <br />Q W <br />zz <br />5° <br />Q 3. <br />az <br />mw <br />�� <br />mia� <br />O <br />v <br />w, <br />z°la <br />o 3 <br />2 0 <br />�L <br />J <br />O <br />m <br />CU <br />O <br />C:) <br />co <br />/� <br />I-4-1 <br />ca <br />a) <br />i J � <br />O <br />00 <br />o cV <br />Q <br />I CD <br />Lo <br />e— <br />Q <br />� <br />r <br />a) <br />E <br />2 <br />= M <br />M N <br />o <br />z <br />M <br />z <br />E C) <br />T_ <br />U) <br />m <br />a <br />E <br />U _°t <br />v <br />'0 rj <br />c <br />c <br />JOB <br />NO : <br />22-12352 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />SN 1 <br />