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;V V. L0 %0 Z 15, L9 LO E 0 RIC: C <1 '9 LZ CL C14 CD 9 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH 16GAxl-1\2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 1111 CE11:\ STD. 900 HOOK F BOND BEAM SIMPSON MGT U) w/ (22) 1 Od uJ NAILS TYP. GIRDER TRUSS CONT. #5 STD. 900 BAR 2X TOP PLATE CONT. #5 HOOK BAR ---, F7�1�_. F #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM 5/81 THRU BOLT 2 X B,U.0 BOND BEAM STEP SCALE: N.T.S. SIMPSON MGT w/ (22) 1 Od 2nd FLOOR NAILS TYP. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR TYPICAL SIMPSON MGT TO SIMPSON META12 META12 TSS SEE PLAN FOR REQ'D K, -UP COLUMN DETAIL INSTALLATION @ MID SPAN SHEATHING PER PLAN BUILT COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW NOTE: FOR BLOCKING/TJI UPLIFT VALUE IS BASED ON MASONRY WALL OR Tt S.P.F. INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR LOCATION OF Solid block all posts from STUDS above to bearing below. SECOND H 1 OA (WHEN SECTION @ INT. BRG. WALL SIMPSON H10A DOUBLE JOIST CONSTRUCTION REQUIRED) w/ (18) 1 Od x 1 1/2" N.T.S. (Not required if both loaded equally from above) NAILS Filler blocking 1/8" min. I Small, gap 21' min. UPLIFT= 1015# 2" max. 4" max. 1/8" gap Web Stiffener Fastener Schedule 7 Joist 6 aring Location TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H10A V ..Series Depth End �, —Intermediate� INSTALLATION 9-1/2" 2_8d 1 2-8d INSTALLATION i BCI 5000s" 11 -7/8" 2-8d 3-8d /171" 1 2 8d 5-8d Clinch nails �.9-114/"2` �__.2:8d 2-8d when iBCI 6000s 11-7/8" 2-8d 3-8d 4" MIN. EMBEDMENT 110AIX 1 1 /2' 01 possible NO I BCI 65oos8F___f4 �-8cl 5-8d y 16" 2-8d 6-6d SEE SCHEDULE FOR 1) Support back of web during nailing to prevent damage to 7 11 -7/8"- 2-8d 3-8d a SIZE AND QUANTITY web -flange connection. z BCI 600 r 14" 2-8d 6-8d OFFASTENERS 2) Block solid between joists for full length of span. Tight fit -------- A 6-8d 0 16' 2-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11-7/8" 3-16d 3-16d 2x4/Plywoo,d/OSB web stiffener 2" min BCI 90se 14" 5-16d 5-16d 0 4) Place joists together and nail from each side with 2 rows of 1 Od nails 4" max 1. requimu men inui ted or fo 0-1 ul 0-100 16GAxl-1/2" LONG (3/4"-1 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER O.C. VERT INTO STUDS top flange of joist. (NOTED THUS:—) DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. hinher than 15001b METAL -LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" 0-001 *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* "ONLY APPLIES TO LENNAR TPA/JAX** 101-011 TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 000 51-011 STUB -OUT FOR -011 L 1 9 -1 GAS METER 0 0 0 04 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. 16t-511 (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2- X 12- @ 16' O.C. 19-4t (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2' X 4- @ 24- O.C. 6-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. F-611 (2) 16d TOENAILS 2' X 8- @ 24" O.C. 111.011 (2) 16d TOENAILS 2- X IT @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12- @ 24- O.C. 151-411 (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 BCl(5Joist 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 112" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber I BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1 900 pif max. along bearing wall TYPICAL SIMPSON META12 TYPICAL SIMPSON MTS BEARING Use 3" (1 Od) nails at 6" o.c. Required on interior walls : - for vertical load transfer -,,,--Plumbing Vertical load transfer =1 900 pif max along load bearing wall. Load bearing walls when load bearing - for lateral support when joists META12 TSS INSTALLATION HTS INSTALLATION Load bearing wall must stack meet over wall, or wall stacks directly over wall or Li beam below Load bearing wall must stack over _J over squash=20 blocks and *Non -stacking walls blocking and wall or beam below.* wall or beam below.* require additional Joist consideration. Check local building When joists meet over wall, provide 13/4" minimum bearing for each, I -Joist can be offset code for appropriate PLUMBING LINE up to 3" to avoid One 10d box > details in K vertical plumbing 0, w -20 sinker TOP (2) #5's x 4'-0"7 areas=20 of high or lateral load. nail each side X CENTERED @ PIPE PVC 3" max OR SCH40 SLEEVE PENETRATION at bearing. A/C CHASE 4" PVC - JOISTS OFFSET oc W'e 1314 SLEEVE THRU STEM N.T.S. A WALL 4 i a equate bearing Use 1 Odx3" nails at 6"o.c. for all joist A 4* !no w A for each lapped joist. blocking panel *Non -stacking walls it 9 1 4, 00 Squash block 10d nails require additional consideration. I I— FINIW GRADE (2x4 minimum) SECTION @ INT. BRG. WALL Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D V (see table below) DO NOT Cut, notch or drill flanges 9 CID L2& A IY2" ROUND HOLE MAY 611 DO NOT CUT HOLES 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 %" 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 1Y2"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. Joist hanger Backer block (12" wide min.) Nail with 10- 1 Od nails. Install tight to top flange. SLEEVE THRU STEM SEE PLAN FOR 4 FOUNDATION INFO 4 > STEM FOUNDATION r— GRADE MMKIC Or-r- 01 AM iller w oc Nail with 10-10dnails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2"gap Backer Block '7op 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. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements lo 0.6 X Joist depth ID I -JOISTS BUCKETS N.T.S. 4. A/C CHASE 4"PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. N SEE FND. PLN I SIZE & R PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-O"—\ CENTERED @ PIPE PLUMBING LINE PENETRATION I A L Al \A A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE A A-0 . 4 4 A-t4 IT SEE FND. PLN. SIZE & REINF. C%J C" C= Cn ILLI C= U_ 4� CL C= a .E CO %LA_ C2- C= cu -M & -M CD f -3 t'� IA V U 0 01? L E S S 10 "4714tiff I 11141II01V To Me best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda 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. a W E 28 Lo 1,0 o? - r, _V �9 4 N 0 4h c: _J LI: LL u_ z w C C, W 0 0 LL NO 0 C14 M < z 0 co V) (�!: I D (a) +_J U_J L) 0 Ul Lmu: C) as C= Lei < C'n LL_ E 0 0 z R z 9 2, '� 0 U E C-4 8 ?I z 1 D t fu C, 0 C/) C: CL 0 W CD .2 C:) CD LO LO r-L F— G) co :3 M T cle) C) C) C13 LO 0 C*4 CN 0) C) U_ M LO LO 04 r— E C cr) (0 CY) 0 z M z E M CL 0 0 0 _J _J JOB NO: 22-12363 SCALE : AS NOTED SHEET NO. SN 1