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I � L -A __L_L�l , __ I - , LO 7 co iz� P") 7 LO Cr CL 0 P CL tz r1_ 93 CM C I C53 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH WALL SHEATHING . ...... ........ ....... ..... . ........ ....... 1.1 [1 .......... .. ......... ......... ..................... ....... .................... ........ .. ..... .... ... I ... ...... . 16GAxl-1\2" LONG (3/4"-l" CROWN) MAX.T. 16GAxl-1/2" LONG (3/4"-l" STAPLES @ 6" O.C. VERT BETWEEN ....... CROWN) STAPLES @ 6" STUDS (NOTED THUS:-) - OFFSET STAPLES BETWEEN STUDS AS SHOWN 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** 101-011 TANK -LESS W_/H CORNER OF L__J H GARAGE SIDE 00 0 OME H C G Oil U) 51- STUB-OUT FOR -Off _J to 1 0 GAS METER 0 9 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 COUN-'FY** 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. 101-811 (2) 16d TOENAILS 2" X 8" @ 16" O.C. 131-9" (3) 16d TOENAILS 2" X 10- @ 16' O.C. 161-5" (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. 61-1 0' (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. ill -011 (2) 16d TOENAILS 2" X 10" @ 24- O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 151-41' (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 BC18Joist Backer Block Series Thickness Filler Block Thickness 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 I wood panels 2 x + 5/8" or 3/4" wood panel f 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 FILL CELL Cn CONT. #5 STD. 90* HOOK BAR STD. 900 HOOK BOND BEAM BOND BEAM STEP CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM 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 COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJ1 ",_�MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. )Small 2" max. " max. gap 2'min. T —1 -------- /171 1 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. 2x4/Plywood/OSB web stiffener A 2" min. 4 Pl i h d il f h id i h 2 f 10d il Web Stiffener Fastener Schedule I Joist Bearinq Lo Series Fbepth End Intermediate 2-8d BCI 5000s� 11 -7/8" 14- 2-8d 2-8d 3-8d I 5-8d BCI 6000s@ BCI 6500se, 9-1/2" 7�1",! �!�_41 16" 2-8d 2-8d 2 8d 27da � 2-8-d 2-8d 3_8d 5-8c 6-8d BCI 60s8 11-7/8", 2-8d 14 3-8d 16" 1 2-8d 1 6-8d i BCI 90se 11 -7/8" � 3-16d 3 16d 14" 15-16d _54 ) ace jo sts toget er an na rom eac s e w t rows o na s required when indicated or 4" max. �6 16" � -16d' 2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOISTASA REQUIRED LEAVINGY8"GAP @ TOP sides by 6". - Hangers with side nailing. - 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.* w consideration. Check local building --- 11/16" code for appropriate details in One 10d box areas=20 of high or--21 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam 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 higherthan 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1 900 pff max. along bearing wail Required on interior walls for vertical load transfer Plumbing when load bearing - for lateral support when joists I 1 meet over wall, or wall stacks directly over wall or LJ beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide Whe 3/4" minimum bearing for each. I -Joist can be offset 1 up to 3" to avoid vertical plumbing E 3" max J OISTS OFFSET Provide adequate bearing for each lapped joist. Use 10dx3" nails at Vo.c. for all joist require additional consideration. blocking panel *Non -stacking walls nails SECTION INT. BRG. WALL N.T.S. MINIMUM SPACING 2x GREATEST DIMENSION OF LARGEST HOLE D CKOUT EXEMPTS) NO (see table below) D (see table below) O-L-0 CID J0 r% 1 D<44 A 13/i'ROUND HOLE MAY 6-1 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT IROUND 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. lY2" 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. N.T.S. SIMPSON MGT t w/ (22) 1 Od NAILS TYP. I �GIRDERTRUSS r-2XTOPPLATE 5/81 THRU BOLT 2 X B.U.0 SIMPSON MGT w/ (22) 1 Od NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )FFASTENERS TYPICAL SIMPSON META12 META12 TSS INSTALLATION 4"PVC- SLEEVE THRU STEM A/C CHASE WALL a MIN 1"INIP1111 Backer block (12" wide min.) -111 Nail with 10- 1 Od nails. Install tight to top flange. SLEEVE THRU STEM Joist hanger SEE PLAN FOR FOUNDATION INFO 4' STEM FOUNDATION 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 fight 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 e /height requirements 0.6 X Joist F. depth \�L - IN I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN (2) #5 REBAR '�—A/C CHASE 4' �PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META1 2 META1 2 TSS INSTALLATION @ MID SPAN SIMPSON H10A w/ (18) 10d 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� F �Iyiliu NOTE - UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN REQUIRED) PLUMBING LINE PVC OR SCH40 SLEEVE r . ;� M 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 A ..4 16 0A 'A SEE FND. PLN. SIZE & REINF. A PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERI PENETRATION PLUMBING LINE ED @ PIPE 4 /,a/ A A A 4 A A Iq 4 A SEE FND. PLN. SIZE & REINF. CV3 C_1*J C%J CD = No. UJ C2 Cc 2 C= CL g 2g". :0< 0- CN W CL W %1111 5po 1�4 A\,�ro 1 W cft UJ L o a st a ng nears knowle ge, nfo at an e the struct ral plans and specifications contained within these drawingsucomply 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 Engineer's signature and seal. W E C3 co 8 C, 8 6 F 0 00 % J2 N 0 ai co 4 C U. LU W _CJ5 LL W a. z 'S i a *ru N W I 3 - z; 0 u') M z LL N < a do z 0 m 2 CV < S (n -0 0 .9 Cz ai 4�1__ C13 LU Im :E 0 V) V) ago -:c CI), z z < U_ 91 E -0 Z < 0 E U CU 6 0 0 1 00 0. C�o E CN .0 0, M, M W C C wo 1, OM Z z W 2 1z n 0 Rz W <0 i� C=) < I .5 �, _C q, o. �x z M. .0 T- o X LO LO M < _J C:) C) L0 U) .4 C,4 0) CO (N co C� .0 LL (=) 0*4 .0 ce) co M V) < ;S C'4 T_ hi E T_ 2:1 CIO F 0 ca z E E 0 0 _J JOB NO 22-12365 SCALE AS NOTED SHEE7 NO. SIN 1