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co C14 co C14 C-4 CN C14 CN C14 LO r__ LO CD r LO C�- C14 C14 C14 e*, .2 C14 C'4 C14 C14 C14 LO r- Lr) C:> r: I t- r__ LO C) C14 =3 I !zc_ C,4 CD 5> 0 CL E F— E LZ C14 CD LO 45 0 0 0- C14 C=) "I LO 131� < Q> > THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH CROWN) 16GAxl-1\2" LONG (3/4"-l' STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:-) - OFFSET STAPLES BETWEEN STUDS AS SHOWN I MAX I I WALL SHEATHING 16GAxl-1/2" LONG (3/1 CROWN) STAPLES @ 6" ERT INTO STUDS (NOTED THUS:-) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FECIR 703.7.1 LATH* "ONLY APPLIES TO LENNAR TPA/JAX** 10, -0.1 TAN K-LESS W/H CORNER OF HOME--/ H C G GARAGE SIDE 000 5-101" < STUB -OUT FOR I L 0 0 - I 11-01 U.) I GAS METER 0 9 0 am - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - -- 0 MEASUREMENTS ARE FROM FINISHED FLOOR 0 ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER 0 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. 7'-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" 0. 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-l" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111-01, (2) 16d TOENAILS 2" X 10" @ 24" 0. C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 164" (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 Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 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 DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVINGY8" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR Boise Joist Blocking BEARING Use 3" (1 Od) nails at Load bearing walls Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack Provide adequate bearing for each lapped joist. 1 Od nails Squash block SECTION @ INT. BRIG. WALL (2x4 minimum) N.T.S. Bearing wall, Versa -Lam LVL or Glulam Beam QDD 10' a ,;Larn IVL or NO HOLES (EXCEPT MINIMUM SPACING 2x GREATEST KNOCKOUTS) ALLOWED IN BEARING ZONES D DIMENSION OF LARGEST HOLE (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch Ale or drill flanges )tch\� (see la le I FILL CELL STD. 90' HOOK BOND BEAM SIMPSON MGT w/ (22) 10d U) GIRDER TRUSS LU NAILS TYP. < CONT. #5 > STD. 90' CONT. #5 BAR 2X TOP PLATE BAR HOOK _LL #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO BEARING COLUMN CONT. BASE PLATE SEE PLAN FOR REQD PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW 1!rl_�FOR BLOCKING/TJI --,--MASONRY WALL OR INTERIOR BRIG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. ) Small gap 2" min. 2" max. 4" max. Web Stiffener Fastener Schedule Joist Bearinq Location Depth End Intermediate -Series 9-1/2" 2-8d 2-8d 1 'BC15000S 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d Clinch nails 9-1/2" 2-8d 2-8d when BC16000s 1 3-8d possible BC16500s@ 14" 2-8d 5-8d 16" 2-8d 6-8d 1-7/8" 2-8d BI 600' 14:: 2 -8d 3-8d 5-8 d Tight fit I 16 ]_2-8d 6-8d 11-7/8" 1 3-16d 3-16d 2x4/Plywood/OSB web stiffener 2" mii BCI 90se 14:: 5-16d 5-16d required when indicated or 4" max. 16 6-16d 6-16d Hangers with side nailing. Hangers with sides not containing WEB STIFFENER top flange of joist. Birdsmouth cuts. N.T.S. Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls for vertical load transfer 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.* When joists meet over wall, provide F1 3/4" minimum bearing for each. Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. q ri A 1Y2" ROUND HOLE MAY -/ 7],�� 6 6" CANTILEVER BE CUT ANYWHERE IN THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1)/2' DO NOT CUT HOLES LARGER THAN 1Y2" ROUND IN CANTILEVERS. ��:_ndHole.,R ider on) J2 13 5 6 T. 1:0 13, FkIctynalgillj* PIC* Sk* Oil) 2 3� 6 Any 19' joist Span (R) 8 V-11" V-Z' VI III T-3' TI T-11" 24" Z-9' 3-2' 3-T' 12 V-0" V-1 " V-27' V-2" V-3' VI 24" 2-11 " 3' -T* 4'1 4`-9' 6-41, 16 VI 1'4' T-7* V-2" V-T' 7-6* 3-Z' 3-10" 6-7 64" 7-2' 20 V-0" V-1" T-2- V-2" 2'Z', 34', 4'-0", 4'-10" 6-11"! 6-1 7'-11" 81-111, 24 V-9- 1--l" I V-7 1 V-3"I 2-5" 13-7-14-9" 1 50" T-Z' 1 8'-4" 1 NOTES: 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. THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS 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. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. KNOCKOUT HOLES TURNED WITHER 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2 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. Plumbing Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S Backer block (12" wide min.) Nail with 10- 10d nails. Install tight to top flange. Joist hanger Filler block. Nail with 10- 1 Od 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. Web stiffeners are not required when top required if hanger eb stiffner as flange is laterally supported by joist hanger. doesn't meet height requirements 1,6 X Joist depth I I -JOISTS BUCKETS N.T.S. 5/8,10 THRU BOLT I.0 SIMPSC w/ (22) NAILS I TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR E AND QUANTITY )FFASTENERS TYPICAL SIMPSON META1 2 META12 TSS INSTALLATION FINISH GRADE SLEEVE THRU STEM-/ 4. SEE PLAN FOR--' A.* 04 4 FOUNDATION INFO 4* STEM FOUNDATION GRADE `A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION REINF. SEE PLAN (2) #5 REBAR TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFTVALUE IS BASED ON S. P. F. LOCATION OF SECOND H10A (WHEN SIMPSON H10A REQUIRED) w/ (118) 1 Od x 1 1/2" NAILS UPLIFT= 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's X 4'_0" CENTERED @ PIPE PENETRATION 41 M1 I 1E1 I 1 4 0 I J= PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 4 PVC OR SCH40 SLEEVE PLUMBING LINE 4 1 L 40 4 ;2� SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTER ED @ PIPE PENETRATION PLUMBING LINE - 'd, 4 4 4 �u 71=-11� SEE FND. PLN. SIZE & REINF. -p, 'o" 4z:1_ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 4 I E 8 - 8 3 0- I 4& IN,) 6 IF R 0 c'00 N 4 it- U- 0) L�01 "20 1-, LU 11C ai co -IT u� C: _J L:L 0- M U_ - Q z (5 _J -;; � '0 2 co 'T 0 - 0, 0 to I W < W W 0 2 r-- M CID z z LL d W 1 0 qJ In co < 0 z a IN . . < 0 in 0 0 E] 11 El z W P < U) V) 111) 0 .2 u- 4-1 MILI If" 0 Ul V) U) — = E M 8 U U) c2f & 00- E 0 E ru C, A Lo C; C"> ai� 1 0�'� 1- (D �2 00 L) co L_ cc C14 0 CN CNJ M CID cN ILL LO CL E 60 U) 0 co C) C14 00 C%4 .1-i III It CN 0 (0 LO 'E 1 1 LO 00 04 0 CC> < C,4 (0 U.) E E I T_ 6i LO V_ 0 z E T_ 0 2 C C iR 0- E 0 0 _J '<11 9 1 3 JOB NO 23-05747-05752 SCALE AS NOTED SHEE7 NO. SN 1