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0 0 LZ N N S 0 d N N N J9 S Q �m c THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH —� /— WALL SHEATHING II II II L .I xa t I l 17 t II lam *-=-fl{ 16GAx1-1\2„ LONG (3/4„ -1,. CROWN) STAPLES @ 6" O.C. VERT BETWEEN L.I MAX-' ! l I t I.. .. 16GAx1-1/2" LONG (3/4"-1" STUDS (NOTED THUS:—) - OFFSET I I I I I I CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) VA 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 CORNER OF L I J S. HOME H C G GARAGE SIDE 0 0 0 5'-0" ¢ - STUB -OUT FOR 0 o o CD GAS METER - U o N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • 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-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" O.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--1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'4" (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 Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8l 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 90 2.0 2 x — lumber Double 2 x — lumber FILL CELL--\ STD. 900 HOOK r- BOND BEAM SIMPSON MGT w/(22)10d w � NAILS TYP. GIRDER TRUSS a STD. 90° CONT. #5 CONT. � > HOOK �� BAR 12X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM 5/8" 0 THRU BOLT BOND BEAM STEP 2 x B.u.c SCALE: N.T.S. SIMPSON MGT w/ (22)10d 2nd FLOOR NAILS TYP. INTERIOR/EXT WALL SEE I PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR TYPICAL SIMPSON MGT TO SIMPSON META12 / META12 TSS SEE PLAN FOR REQ'D ✓ � SHEATHING PER PLAN BUILT-UP COLUMN DETAIL INSTALLATION @ MID SPAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW Y' i% TJI TO BLOCKING/TJI NOTE: •-%:. UPLIFT VALUE IS BASED ON WALL OR INTERIOR BRG. WALL ' S.P.F. TJI PER PLAN � OTHERWISE SOLID BLOCKING TO MATCH " ' Solid block all posts from # OF 2nd FLOOR LOCATION OF above to bearing below. STUDS SECOND H10A SECTION @INT. BRG. WALL = (WHEN DOUBLE JOIST CONSTRUCTION - SIMPSON x 1 1 REQUIRED) (Not required if both loaded equally from above) N.T.S. w ` w/ (18)10d x 1 1/2 ,. NAILS Filler blocking 1/8" min. }Small gap 2"min. UPLIFT = 1015# �✓ 2" max. 4" max. 1/8" gap Web Stiffener Fastener Schedule__ TYPICAL SIMPSON LUS/HUS/HUC Joist-Bearin Location TYPICAL SIMPSON H10A - - -- �_ S-- 9 1/2�_ 2n8d — - - Intermediate h2-8d INSTALLATION INSTALLATION BCI 5000serie ® 11-7/8 2-8d _ 3-8d ®'— „ 5 8d -8d Clinch nails gCi 6000s 14 2 / '� I � 9-1 /2" 2 8d _^ 2-8d when 11-7/8" 2 8d 3-8d possible \ BCI 6500s® 14" 2-8d 5-8d 4" MIN. EMBEDMENT 1) Support back of web during nailing to prevent damage to 16" 2-8d 6 8d o SEE SCHEDULE FOR -7 3 8d o SIZE AND QUANTITY web -flange connection, _ BCI 60s® 2-8d 11 7/8" 2-8d � �' l � _� 5-sd ° OF FASTENERS 2 Block solid between joists for full length of span. g _ 16" 2-8d 6-8d o 1 9 P Tight fit - 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11-7/8" _ 3-16d' 3-16d _ o 2x4/Plywood/OSB web stiffener - 2" min. BCI 90s® 14" 5-16d_: 5-16d ° 4) Place joists together and nail from each side with 2 rows of 10d nails - - / ° required when indicated or 4" max. 16" 16-16d 6-16d 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 LEAVING Y" GAP @ TOP sides b 6"- Hangers with side nailing. y. -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 code for appropriate 1/16" details in One 10d box areas=20 of high or=20 sinker lateral load. 1 T nail each side at bearing. Squash block / (2x4 minimum) —/ Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES ---% DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (1 Od) nails at 6" o.c. Load bearing walls " Provide adequate bearing for each lapped joist. Od nails SECTION @ INT. BRG. WALL I N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) 9 BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer Plumbing 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 1-1 3/4" minimum bearing for each. I -Joist can be offset 1. Use 1 Odx3" nails at 6"o.c, for all joist blocking panel *Non -stacking walls require additional consideration.— 6„ A %" ROUND HOLE MAY „ 6„ DO NOT CUT HOLES 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 %" Any 16" joist Span (8) 8 1'-0" 1 T-i" i' 2" i' 2" 1 V-W V-3 1'-T' 1'-11" 1 7-4" 2-9 37' 3T° 12 1-0,. T-T' 1' 2. 1 2" T-3" T-9" 2-4" 2-11 " 3-T' 4'-Z' 4-9.. 6-4- 16 T-0" T-11" 1' 2" 1 2,. 1 T T. 2-6- 3-Z' 3-10" 4-9" 5'-T' 6-4" T 2" 20 T-a' T-1" 1' 2" 1 2' 2'-0" 3-a' 4'-0" 4-10" 6-11" 6-11" 24 T-0" T-11" T-2' T-3" 2-5 3' T' 4'-9 6-10" T 2 8'-4" 9-6" "M- ' 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. 1Jz" 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 %" 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. up to 3 to avold vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) — Nail with 10-1 Od nails. Mall tight to top flange. SLEEVE THRU STEM y SEE PLAN FOR •• • . • I'r FOUNDATION INFO e �= 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. F- 1/4"-2" gap f ./ 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 stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements ✓✓ = 0.6XJoist �e ° T depth X_ J I -JOISTS BUCKETS N.T.S. GRADE 0 r- REINF. SEE PLAN A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 4 a a 4, a II ;,IIII�I � PLUMBING LINE PVC OR SCH40 SLEEVE a '-�--- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4-4- PVC OR SCH40 SLEEVE @ PIPE PENETRATION CENTERED PLUMBING LINE q ° 4 SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 4 a ° °a e r 4, IIlI7=I a SEE FND. PLN. SIZE & REINF. M N 0 N D a .o > W O .0 N — O m x VNf 'Tl p t Q .✓ N W o C U r Q ` ep f° E c a D fe"fJ4�� I �t`X0XIt 0 W �•C) • ••., _ r? �O ✓ >�� O 4� F L 0 E S I O't� S 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 E V 0 N O m m N AM 0 t- r- ° # �7 M v ,L C J \ � LL W JLLLL w o_ Z t Q d c W '(p N O O ?> Z LLN 00 LO N Z Q 1- O U U) Z W ❑ ❑ Z N Z 10 N Z n � Q � J a tV N z U o Cz � 4 -1 f0 LL, W a ° U O to w in U c >� N 0 see o �w Z M i o, Z LL_ E E � �� w� <� Z® oa h-- .6 x U� as o O, z O n5 z wz N ..�. i wp a o m g M W C _ C OY y. O Oz Z� z W J 2 60� a �w 0 ai �' `n-) w $� g z W 'off r3 g _ �< f ;o o� �Y z OU 3 NO � 'L O rn m m 0 L. CO T t0 T 6 — co O CL m N � O a V 0 Lo T Q CD T M T CM N o z z E T y r- c a U _J ¢ p _J JOB NO: 22-12360 SCALE : AS NOTED SHEET NO. SN 1