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C14 <br />C4 <br />u <br />V) <br />C) <br />'zi <br />t2 <br />t2 <br />1 <br />LO <br />CN <br />t2 <br />C14 <br />C14 <br />C14 <br />2 <br />0 <br />=3 <br />C�l <br />r— <br />CD <br />9 <br />t2 <br />t2 <br />Cli <br />00 <br />462 <br />Cr <br />0 <br />_31= <br />C14 <br />C> <br />CN <br />CL <br />E <br />Cl) <br />W <br />E <br />.2 <br />9 <br />C14 <br />Z� <br />M <br />z <br />C14 <br />C,4 <br />CE <br />M <br />THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH <br />EXPANDED METAL LATH ATTACHMENT. <br />METALLATH <br />WALL SHEATHING <br />..... . .... <br />........ <br />F.---* .... <br />... ... ... IA ....... ...... .. <br />...... . ......... .... <br />........ ... ..... <br />11—If � ..... <br />....... <br />...... <br />16GAxl-1\2" LONG (3/4"-l" CROWN) :jj ... <br />* .... !-+- MAX--* 16GAxl-1/2" LONG (3/4"-1" <br />STAPLES @ 6" O.C. VERT BETWEEN . ..... . ­­­ f.1-1. � . . : � : <br />OWN) STAPLES@ 6" <br />CR <br />STUDS (NOTED THUS:—) - OFFSET <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 />101-011 <br />TANK -LESS W/H <br />CORNER OF 7 1 1 1 % <br />HOME--/ H C G <br />GARAGE SIDE 00 0 <br />'0 51-011 <br />STUB -OUT FOR <br />LO <br />GAS METER 0— -1 0 <br />c,4 <br />— — — — — — — — — - <br />__-� - — — — — — — — — — — <br />— — — — — — — — — — — — <br />MEASUREMENTS ARE FROM FINISHED FLOOR <br />0 ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER <br />0 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 />— <br />2" X 8" @ 16- O.C. <br />13'-911 <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 />191-31" <br />(1) SIMPSON HTS20 OR (4) 16d TOENAILS <br />2' X 4" @ 24" O.C. <br />6-111 <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 />111- 0.1 <br />(2) 16d TOENAILS <br />2" X 10' @ 24" O.C. <br />13'41 <br />(3) 16d TOENAILS <br />2" X 12" @ 24" O.C. <br />151-411 <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 />BCIOJoist <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 panels or 2 x <br />1-1/8" or two 1/2" <br />6000s 1.811.7 <br />wood panels <br />2x + 5/8" or 3/4" wood panel <br />1-1/8" or two 1/2" <br />6500s 1.811.7 <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 />FILL CELL:� STD. 90- HOOK F BOND BEAM <br />F_ 11 <br />1� <br />LU <br />V�� <br />CONT. #5 <br />CONT. #5 STD. 900 BAR <br />HOOK <br />BAR F <br />#5 CONT. <br />FROM <br />FOUNDATION <br />TO HIGHEST <br />BOND BEAM <br />BOND BEAM STEP <br />SCALE: N.T.S. <br />2nd FLOOR <br />I NTERIOR/EXT WALL SEE <br />PLAN FOR MORE INFO <br />CONT. BASE PLATE <br />BEARING COLUMN <br />SEE PLAN FOR REQ'D <br />PLYWOOD FLOOR <br />COLUMN AND <br />SHEATHING PER PLAN <br />CONNECTI ON <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 />Solid block all posts from <br /># OF 2nd FLOOR <br />above to bearing below. <br />STUDS <br />SECTION @ INT. BRG. WALL <br />N.T.S. <br />1/8" min. 2" min. <br />Small <br />2" max gap <br />" <br />. 4 <br />max. <br />Clinch <br />when nails <br />possible <br />1) Support back of web during nailing to prevent damage to <br />web -flange connection. <br />Tight <br />fit <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 />2x4/Plywood/OSB web stiffener 2" min. <br />4) Place joists together and nail from each side with 2 rows of 1 Od nails <br />required when indicated or <br />2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite 4" <br />. <br />— <br />- Hangers with side nailing. <br />OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". <br />- Hangers with sides not containing <br />WEB STIFFENER <br />top flange of joist. <br />- Birdsmouth cuts. N.T.S. <br />DOUBLE JOIST CONNECTION <br />- Under 2nd floor column w/ loads <br />N.T.S. hi <br />her than 15001b <br />SQUASH BLOCKS AT INTERIOR <br />BEARING <br />Vertical load transfer =1 900 pff max along load bearing wall. <br />Load bearing wall must stack <br />*Non -stacking walls <br />0, <br />over squash=20 blocks and <br />require additional <br />wall or beam below.* <br />w <br />consideration. Check <br />local building <br />code for appropriate <br />details in <br />One 1 Od box <br />areas=20 of high <br />or--21 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 />Glularn Beam <br />Boise Joist Blocking <br />Use 3" (10d) nail- at R' n-r <br />Q�� Provide adequate bearing <br />for each lapped joist. <br />1 Od nails <br />SECTION INT. BRIG. WALL <br />N.T.S. <br />NO HOLES (EXCEPT MINIMUM SPACING 2x GREATEST <br />KNOCKOUTS) ALLOWED <br />D DIMENSION OF LARGEST HOLE <br />(see table b <br />IN BEARING ZONES (KNOCKOUT EXEMPTS) <br />elow) D <br />(see table below) <br />(se, <br />DO NOT cut, notch <br />7K <br />or drill flanges <br />Web Stiffener Fastener Schedule <br />Joist Bearing Location <br />Series Depth End Inter e�diate <br />BCl 5000se <br />9-1/211 <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 />16000s <br />BCI 6500s& <br />9-1/2" <br />11-7/8" <br />2-8d <br />2-8d <br />2-8 <br />3- <br />- <br />14" <br />2-8d <br />5-8�d <br />16" <br />2-8d <br />6-8d� <br />FBCI 600 <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 />BC1 gose <br />11 -7/8" <br />3 -16d <br />3-16d <br />14" <br />5-16d <br />5-16d <br />g. <br />BLOCKING PANEL, INTERIOR <br />Vertical load transfer =1 900 plf max. along bearing wall <br />Required on interior walls : - for vertical load transfer --Plumbing <br />when load bearing - for lateral support when joists I <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 />(� Joist <br />When joists meet over wall, provide <br />'oc' <br />Whe <br />t7z 7, <br />13/4" 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 />111111111112 <br />- <br />C <br />DO N <br />ANYWHERE IN <br />A ROUND HOLE MAY--/ LARGER THAN <br />716" BE CUT OT CUT HOLES <br />THE WEB. PROVIDE AT 7=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 ly2,. <br />Any 16' idst <br />Span (it) <br />- 1 <br />- . . .1 - - <br />12 <br />l-U' <br />V-11" <br />T-2 <br />1 <br />T-3' <br />'V <br />T-9' <br />2-4!* <br />24 1 " <br />3-T' <br />4�-Z' <br />4-9' <br />94' <br />16 <br />4241'-9 <br />T-U <br />V-11" <br />T-7 <br />T-7' <br />T-T' <br />2-6' <br />K3-7' <br />3-2- <br />3-10" <br />4-9' <br />5-7" <br />6-41 <br />-21 <br />20 <br />0 <br />1.0.. <br />T-0 <br />T-11" <br />T-7 <br />1-2* <br />2!-U' <br />3-0 <br />4-9* <br />4-11W <br />6-11" <br />6-11" <br />7�411-18'-11'* <br />1._U. <br />T-11" <br />T-Z' <br />T-W <br />7-6' <br />_.r. <br />4-9' <br />640" <br />_T -2- <br />9-4- <br />(v k" <br />1 1 n - of - <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 1Y2' 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 />Jc <br />SIMPS( <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 />I.0 <br />TYPICAL SIMPSON MGT TO <br />BUILT-UP COLUMN DETAIL <br />TYPICAL SIMPSON LUS/HUS/HUC <br />INSTALLATION <br />MIN. EMBEDMENT <br />SCHEDULE FOR <br />AND QUANTITY <br />WFASTENERS <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.) —111-7 <br />Nail with 10- 1 Od nails. <br />Install fight to top flange. SLEEVE THRU STEM <br />SEE PLAN FOR--' 0 4 0 .4 <br />!I ristall .1ght to top .1ange <br />4 4' <br />FOUNDATION INFO <br />i - I <br />STEM FOUNDATION <br />Nail with <br />Filler block. <br />10-1 Od 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 />AKBacker Block ,-'I <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 wh required if hanger <br />flange is laterally supported by joist doesn't meet <br />an to' height <br />hanger <br />In <br />a <br />top <br />nger. <br />r <br />he <br />re <br />require <br />ments; <br />W. /_O. 16 X Joist <br />de <br />depth <br />I -JOISTS BUCKETS <br />N.T.S. <br />GRADF <br />REINF. SEE PLAN <br />t-vu unmar_,4 rvt, <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 />(WHEN <br />SIMPSON H10A <br />w/ (18) 1 Od x 11/2" REQUIRED) <br />NAILS <br />UPLIFT 1015# <br />10 1A <br />D15# <br />TYPICAL SIMPSON H 1 OA <br />INSTALLATION <br />TYPICAL SIMPSON MTS <br />HTS INSTALLATION <br />TOP (2) #5's x 4'-0" <br />CENTERED @ PIPE <br />PENETRATION <br />TOP (2) #5's x 4'-0" <br />PENETRATION—\ <br />CENTERED @ PIPE <br />. 4 — 4 <br />PLUMBING LINE <br />PVC OR SCH40 SLEEVE <br />PVC OR SCH40 SLEEVE <br />PLUMBING LINE <br />z <br />A <br />SEE FND. PLN. <br />SIZE & REINF. <br />q <br />PIPE PERPENDICULAR TO FND. <br />TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE <br />CENTERED @ PIPE <br />PENETRATION <br />PLUMBING LINE <br />;Q 141 <br />4 <br />A 4-1 <br />4 <br />4 4 . . . . . <br />4 <br />A ( . . . .... ll— <br />'d <br />SEE FND. PLN. <br />SIZE & REINF. <br />� <br />i <br />1. WJ <br />2 15 = <br />2: — Cc*, <br />z; % <br />"g <br />do C= M <br />-cc � " � <br />3:2 <br />3111: <br />rz <br />0 <br />M <br />C1,11 <br />C14 <br />C=> <br />LE lv�, .0,0� <br />NS 1�1 ... 11 � 1I <br />Cj <br />No P 5 <br />I <br />10. :lz z <br />-33 % STATE OF 44/ <br />ll'C" <br />R % <br />...... <br />ONA�-e W% <br />To the best of the Engineer's knowledge, inforniation 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 seat is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />a <br />W <br />E 8 cv <br />Cl) <br />24 C? 0) <br />4) 0 <br />0 = — cm <br />40 C:n3 V <br />04 0 LU <br />0 <br />.4 <br />W u_ 0z <br />-6 o S, <br />0 <br />z <br />1 9 0 <br />g: -s �e o, uj � <br />= co F­ M <br />W z <br />�o 6 0 <br />LO M z <br />L <br />N < <br />2 d 0 1 <br />W <br />(D 2 V <br />Pi <br />V) -9 <br />C5 <br />U <br />0 <br />tA CN <br />V) <br />E <br />8 <br />" <br />It <br />M. <br />cl­� <br />__J <br />2 <br />z <br />z <br />E <br />0 <br />E <br />z <br />z <br />0 <br />C', <br />E <br />0 <br />0 <br />C'D <br />Z <br />Z <br />ro <br />C <br />z <br />C, � <br />'0 <br />8 � <br />z <br />z <br />0 <br />z <br />< <br />z <br />&3 <br />SJC"> <br />�r 10Z <br />0§. <br />0 <br />o6> <br />6 <br />0 <br />2 <br />CN <br />0 <br />C'� <br />M <br />LO <br />Cr <br />50 <br />M <br />4-1 <br />4_J <br />C14 <br />0 <br />U-) <br />-0 CIO <br />LO <br />.0 (0 C14 <br />0 <br />4=> <br />M <br />C\1 <br />U-.) <br />co <br />E <br />M <br />:3 <br />0 <br />z <br />E 4=1i 0 <br />42) <br />E <br />cc <br />(L <br />0 <br />_J < <br />JOB <br />NO: 23-13125-13130 <br />SCALE AS NOTED <br />SHEET NO. <br />SN 1 <br />