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„tr 'fa_RI ",f I+N I m,-_ i IF I- a !Ir'a lr I III 'Iil@ m rl9'9l !-1 •rf r. I , 1 1! vII• ul mm I1MII'T 0 w 0 i m C) N 0 Cn 01 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2” LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) 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** 10'-0" TANK -LESS W/H Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/el 5000s 1.8/1.7 -wood panels Two 3/4" wood panels or 2 x p — 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 1.811.7 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 90 2.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking + 1/8" gap + / + / / 12 FILL CELL STD. 900 HOOK BOND BEAM w CONT. #5 CUNT. #5 > STD. 90° BAR HOOK BAR I �� #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 SEE PLAN. FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRIG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH — Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N,T,S. 1/8" min. 2" in. }Small 2" max gap 4 max. 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 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 10d nails 2x4/Plywood/OSB web stiffener 2" min. 4" max. 2xrequired when indicated or _: 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)/8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. hi her than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building —1 code for appropriate 1 /16 details in 4 One 10d box areas=20 of high 6 or=20 sinker lateral load. nail each side at bearing. 9 BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max, along bearing wall Use 3" (10d) nails at 6" o.c, Required on interior walls : - for vertical load transfer Load bearing walls when load bearing - for lateral support when joists /� meet over wall, or wall stacks directly over wall or _tz IT /'/�j beam below Load bearing wall must stack over blocking and wall or beam below.* Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate O BCI 5000s R 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000se BC16500s® 9-1/2" 11-7/8" _2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) . NAILS T 5/8"0 THRU BOLT SIMPSC w/ (22) NAILS T R TRUSS OP PLATE IN TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION NIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SIMPSON META12 / META12 TSS INSTALLATION a" MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A °° SIMPSON H10A ° ° (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE =111=III=1 I1-1 I1= I 1=1 a : 1=1 I1=111=1 I1-11I Provide adequate bearing a _ Use 10dxY nails at 6"o.c. for all joist < .. , ;-- , . CORNER OF for each lapped joist. I n - (- blocking panel *Non walls =—I —III HOME H C G 9— — — - — — 'III I1= a • -�f_jT GARAGE SIDE O O O Squash block 10d nails require additional consideration. SECTION INT. BRIG. WALL �_-►�I-1II=1►I-i�fl III -III FINI GRADE (2x4 minimum) � 5'-0" Q- N.T.S. - Bearing wall, Versa Lam LVL or STUB -OUT FOR 1'-0" o ° Glulam Beam ° I I—III—III—III—lTl= I —III— III ❑—III 1 I I I —I I GAS METER 0 '�I—�_= —III—I 11=11 MI iv ° NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST Backer block (12" wide min.) rl I I —I I — — — SEE FND. PLN. — KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE Nail with 10-10d nails. -f T=1 11=lT=I 11= — I I — j�T— _ _ SIZE & REINF. IN BEARING ZONES D (KNOCKOUT EXEMPTS) Install tight to top flange. SLEEVE THRU STEM ° ° —I • MEASUREMENTS ARE FROM FINISHED FLOOR (see table below) D I1- 12' BELOW (see table below) � . GRADE PIPE VERTICAL THRU FND. SEE PLAN FOR � °• ° . • .; . •• • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER DO NOT cut, notch Joist hanger FOUNDATION INFO • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER or drill flanges t 0_0❑ STEM FOUNDATION GAS CONNECTION DETAIL ** ** �, �� DO NOT CUT HOLES � REINF. SEE PLAN TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY A 1Yz' ROUND HOLE MAY GRADE CENTERED PIPE 6�� BE CUT ANYWHERE IN 6 6 Nail block. @ PLUMBING LINE CANTILEVER LARGER THAN 1Yz" Nail with PENETRATION THE WEB. PROVIDE AT ROUND IN 10-10d nails. LEAST 3" OF CLEARANCE CANTILEVERS.a Backer block required where top Q a 4 FROM OTHER HOLES mount hanger load exceeds 250 lbs. _ • MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" Install tight to top flange, 7,-. Attfill.-I I IVI I 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. 10'4' (2)16d TOENAILS 2" X 8" 16" O.C. 13'-9" TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1) SIMPSON(3)16d HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-Y (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. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING 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. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1y" KNOCKOUT HOLES TURNED WITHER 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. 1/4"-2" gap I I II I I— a — . o . • r • a — d SEE FND. PLN. Backer Block A/C CHASE 4" PVC (2) #5 REBAR SIZE & REINF. Backer block shall be tight Backer block sha I be tight SLEEVE THRU FOOTING MONO FOUNDATION PIPE PERPENDICULAR TO FND. 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 stiffner as TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE Web stiffeners are not required when top required 'rf hanger CENTERED @ PIPE flange is laterally supported by joist hanger. doesn't meet PENETRATION PLUMBING LINE height TYP. FND. PENETRATIONS requirements a SCALE: N.T.S. �_ _ a _ _ 0.6 X Joist _III 1_I= 11=1 I depth -I I ITI 111 �I G .. a a o Q.I- TI I— I -JOISTS BUCKETS SEE FND. PLN. N.T.S. SIZE & REINF. N, !UN c> _ 0_ 0 Id o M c co a N Q a> c6 0 -0 O O O _-��+ � ICU L_ s, , ,> 0- �''W /V �'=° �-� �•• •• • .� w U Via©- 41 O w �•2 Qom\ �f��p4 s s 10 ti 1114111lli10d16� To the best of the ngineer's knowledge, information and belief, 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 Engineer's signature and seal. W "dam vEco o c+oi 8 'D I-- xa 6 m " 0 ''.7 t; ccIn 4k u, W M ��Pa W a- NM V 4 N V) m Lei- U. d z 0o Z —2, 0 cc tcc O~w a' � 'iu W c°n�6jO1 d a r, Z M Z N W 0 O IL O U U 0 Z W ❑❑❑ z N M o g z z o a N M N z (1) o �CD m w i N V ca O,,, o w. _ U W W o w F5 COa Z J LL E ¢ zo oLL 2 > ¢� Q OCa �z Z® Da I— CL o E KO �< ao oo oW Ez a a) �= o ¢z Ww WM 4? C V y0 .0 mM O¢ Z, YZ z J a ° �z o� Z W IIIao W¢ O N F jp z 11 ~ x Y F W a o <D It' o. ZIQ O— 03z 0 c O = > M m C9 O T Q Cr n U) U v /( m � I� cNCD v � N N T- CV)E � M Q .. d z :3z N E r v, E W r'0 a c°� ¢ cc 0) JOB NO: 22-02360 SCALE : AS NOTED SHEET NO. SN 1