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:lq L.1 1 _4_ r- C) c, _4 M C14 `51 Z3 C I D -0- 2 0 =3 rr C14 V E 1-2 E C) CID r 7 C14 C) -8 C14 CD C-4 LO 45 15 1=1 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH WALL SHEATHING .. ..... ... ..... . ... ..... 1.1 ......... ------- .1 1 - . I . - .. 'F. ........ ..... ... ...... ............ ....... ... ................. .... . ........... ............ .............. 16GAxl-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN - .... ... ..... 16GAxl-1/2" LONG (3/4 -1" CROWN) STAPLES @ 6" STUDS (NOTED THUS:-) - OFFSET STAPLES BETWEEN STUDS AS SHOWN _ O.C. VERT INTO STUDS (NOTED THUS:-) v METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH' "ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 101-011 TANK -LESS W/H H C G 000 51-0" 0 01 STUB -OUT FOR 0 0 LO S METER 0 GA 0 0 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. T-Y (2) 16d TOENAILS 2" X 6" @ 16" O.C. 1 V-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 131-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 112" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 1 1,-b,, (2) 16d TOENAILS 2" X 10" @ 24" O.C. 1 13'-0" 1 (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 BCIOJoist 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- 118" or two 1/2" 6500s 1.8/1.7 wood panels 2 x + 5/8" or 3/4" wood panel 1- 118" or two 1/2" 602.0 wood panels 2x + 5/8" or 3/4" wood panel 902.0 2x lumber I - Double 2 x lumber I - DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) 4' Filler blocking 1/8" gap 1111 CEII-� STD. 90' HOOK F BOND BEAM F_ LU 11 STD, 90- CONT. #5 CONT. #5 OK BAR HO BAR #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 CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJ I TO BE CUT TO ALLOW FOR BLOCKINGfTJI MASONRY WALL OR INTERIOR BRIG, WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min., Small gap 2" 2" max. " max , Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. ght fit Ti 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. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 1 Od nails 4" max required when indicated or 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. DOUBLE JOIST CONNECTION - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls 0, over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls Provide adequate bearing for each lappedjoist. Squash block 10d nails SECTION @ INT. BRIG. WALL (2x4 minimum) s 7-LamLVL or I N.T.S. Bearing wall, Versa -Lam VIL or Glulam Beam MINIMUM SPACING 2x GREATEST CKOUTS) OWED DIMENSION OF LARGEST HOLE D IN BEARING ZONES (KNOCKOUT EXEMPTS) (see table below) ID (see table below) DO NOT cut, notch or drill flanges higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1 900 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.* Joist When joists meet over wall, provide 13/4" minimum bearing for each, I -Joist can be offset Ir- " Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. A ROUND HOLE MAY DO NOT CUT HOLES 6" 6" 6" BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" Z I 8 I'-Z' V-2" I-3r' V-3' V-7 V-11" 2�4' 2-9' 3-7 3 -7" 12 1'-9' V-11" 1'-7 V-3' 1'9' Z-4' 2-11 " 3-7' 4-2' 4!_9' 64' A ny 16mjoist - .. 16 1'-9- V-11" T-0 1!-Z' V-7 2-5' 3I-Z' 3-10" 4' 6-7' 6-4. - 7-2' Spa r 20, 1 I-U' I- V-2", ZZ' 34Y' 1 4-9-1 4"0", 9-11" 6-11" 7�-11` 8 24 1 1--a' I V-11"I 1'-Z� 1 V-3"I 2-6- 13-7-14-9- 19-10`1 7-2' 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. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF 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. UP OR DOWN. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER 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. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger Web Stiffener Fastener Schedule Joist Bearin ocation Series Depth I End I Intermediate "C' 5000 SP 9-1/2" 1 2-8d I 2-8d 111-7/8"1 2-8d I 3-8d 14" 1 2-8d I 5-8d BCI 6000se BCl 6500suR 9-112" 11-7/81, 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60e 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d FBCI gose 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPS( w/ (22) - NAILS 1 5/8"0 THRU BOLT SIMPSC w/ (22) - NAILS I R TRUSS 'OP PLATE JEW TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )IFFASTENERS TYPICAL SIMPSON META12 Plumbing META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10- 1 Od nails. nstall tight to top flange. SLEEVE THRU STEM .. � ---a. . SEE PLAN FOR 4 0 FOUNDATION INFO STEM FOUNDATION Filler block. Nail with 10-10d 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 stiff ner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements rO.6 X Joist depth D I -JOISTS BUCKETS N.T.S. GRADE REINF, SEE PLAN t1vu 111171mor- -f SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META1 2 META1 2 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN SIMPSON H10A REQUIRED) w/ (18) 1 Od x 1 1/2"' NAILS UPLIFT= 1015# TYPICAL SIMPSON H10A 1 T/2-0 0A X1 1 D15# INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" CENTERED @ PI�E PENETRATION� 12" BELOW GRADE 4 I - A - PLUMBING LINE PVC OR SCH40 SLEEVE 4. SEE FND. PLN I SIZE & R PIPE VERTICAL THRU FND. TOP(2)#5's 4'0" CENTERED @ PIPE _\ PENETRATION 4 /� PVC OR SCH40 SLEEVE PLUMBING LINE 4 4 SEE FND. PLN. SIZE & REINF. I PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION < 4 PVC OR SCH40 SLEEVE PLUMBING LINE � . �d .. . ( . 4 'd `!" 4 '* 'd SEE FND ' PLN. SIZE & REINF. cm C2 CNJ CL r_ C= cc C-3 Q C14 M >< = 0- 12 . U) CN C-4 co > a) a) - tj W 7= 3: E cn-- f S 0- 1 11�� ly L 4._ C1Q111 6, f . To the best of the Engineer's knowledge, information and bell ef, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. U) E c� 0 co L, R 0 Cc co u� 0) C\1 0 0- 0- M U_ U_ _-� -6 - P @ 4, z 0 0 0 23 , W - < W 0 W 05 z oo z U) -zt r Z, X 0 Y� < 0 co < z W 13 +_J ij- Ul) Ln ru E FA fall 01 U 0 �f co < 2 Q0 Z_ < E <� E 0 E �0 0. 0< < I 0 n" 0 Z, z .5 -0 � z z SO W C".) C) < zz�; mi �r M.0 0 > _J 0 4i 0) T CU (3) < a- _t� 0 U) -2 M = LO 4-J 4-1 z: r11_ Nt 0 0 -0 0) -0 LO CD L0 0) N < co 2�1 0 E M -E :3 LO z E T- E n o- 0 0 �0 < C) I JOB NO 23-06112 SCALE AS NOTED SHEE7 NO. SIN 1