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-3z: Fn LO 00 LO LO 0 =3 U, -2 t2 LO 00 CD LO rr t2 LO LO 0 —3— C14 C14 CL E E 0 C14 C:, C14 �i__ ro LO C14 C14 LO tz W < 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 16GAxl-112" LONG (3/4"-l" 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** CORNER OF HOME GARAGE SIDE 10, -of. TANK -LESS W/H H C G 000 V -011 5v STUB -OUT FOR 0" =9 _1 LO GAS METER 0 - 0 0 'A 0 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. 7-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10--81' (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13-4- (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'-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. 11 141 (2) 16d TOENAILS 2" X 10" @ 241, 0. C. 'IT-O" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 154" (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 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 2x + 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 2x + 5/8" or 3/4" wood panel 902.0 2x lumber Double 2 x lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap NT FILL CELL STD. 900 HOOK F BOND BEAM C/) Lu CONT. #5 STD. 90- 06 BAR CONT. #5 H 070 K BAR F_ SIMPSC w/ (22) - NAILS 1 #5 CONT. THRU BOLT FROM FOUNDATION TO HIGHEST BONDBEAM V 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 TJ I TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH L # OF 2nd FLOOR k all posts from Solid bloc STUDS above to bearing below. SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. 2" ma I Small gap 2" min. " . 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. ght fit 2) Block solid between joists for full length of span. Ti 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener _-\��min. 4) Place joists together and nail from each side with 2 rows of 1 Od nails 4" Web Stiffener Fastener Schedule Joist B aring Location Series Depth End Intermediate BCI 5010sp 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d I BCI 6000se BC16500sel 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d — 14" 2-8d 5-8d 1=6 - 2-8d 6-8d BCI 60s8 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 11 2-8d 6-8d BCI 90s5 11 -7/8" 3- 1-6—d 3-16d 14" 5-16d 5-16d 16d 6-16d required when indicated or max. 16" 6- 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 Yg" 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 cni--d 1ri� N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 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 code for appropriate /16" details in One 1 Od 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 higher than 15001b BLOCKING PANEL, INTERIOR Vertical load transfer =1900 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.* _tm SIMPSC w/ (22) NAILS I R TRUSS 'OP PLATE J.0 TYPICAL SIMPSON MGT TO BUILT—UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META1 2 Plumbing META12 TSS INSTALLATION Joist When joists meet over wall, provide 13/4" minimum bearing for each. kJoist can be offset F I up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Provide adequate bearing Use 1 0dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls Squash block 1 Od nails require additional consideration.. (2x4 minimum) SECTION INT. BRG. WALL N.T.S. Bearing wall, Versa -Lam LVIL or Glulam Beam MINIMUM SPACING 2x GREATEST KNOCKOUTS) ALLOWED D DIMENSION OF LARGEST HOLE IN BEARING ZONES (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch Joist hanger or drill flanges (D (D A ROUND HOLE M DO NO 6--"r 6" 6" CANTILEVER LARGER THAN 1Y2" AY CUT HOLES BE CUT ANYWHERE IN THE WEB. PROVIDE AT 01 4 ROUNDIN 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. 1Y2" 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 1)/2" 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. 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 SEE PLAN FOR *44 4 FOUNDATION INFO STEM FOUNDATION Nail with Filler block. 10-1 Od nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap____iL9 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 0.6 X Joist depth 2 — I —JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A (WHEN 1 REQUIRED) w/ (18) 1 Od x 1 1/2" NAILS # UPLIFT= 1015#1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP 2 #5'sx4'0" CENTERED @ PIPE 110 PEN ETRATION 4' 4 =1 I IE��l i I�El I Mi I 4. L7—/— FINISH GRADE (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN 1 SIZE & REI 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0" P PENETRATION—\ CENTERED @ PI E 4 PVC OR SCH40 SLEEVE PLUMBING LINE ..4 4 ;2� (0 4 A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-O"-\ PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 4 44 4 4.0 A�4 — 11=111' 4 M 1 El M11 II_ SEE FND. SIZE & R '01 e C.J C.-I C14 C, 2 -a CJ LU . -g S 0 VVA, Z, , 0 E % 'Z7 C'J A, 7 & L Is I o 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 beaAng Engineers signature and seal, W ot E 0. 04 0 W co (V 7S �; C? ,,n 0 0 05 �� C-, - L� 4 6 co -,t C: _J - - I 'L�l CU U_ U_ z 0 13 ?- _J -6 �; 9 0 D C.: E 2 , - � - 0 0 9 W W :E:R .0� LLJ :3 M N 0 3; 60 z N co 0 Y� LO Cq z < 0 cli cn< 0 cn CD < U') 4-1 Ln V) 1_U C�, 0 LU M 0 E is F 0 < 0 - r_ co < U_ Cd E E z- mw U E < 0 2� 0< K 00 Do 0� 0, Cn <1 �- T, 1z C: < 0 0, .9 z 3: O:E n 0 3: C 2 <0 z M. C:) LO LO T CL 07 0 0 C:) M Ca L0 T_ < 0 0 LL c) M I (N C:) C) LO 00 -0 -0 cc C0 N T__ 0) LO C:) LO in co 00 LO L0 W E (y) (.0 cu z E r— �i (b C9 2 E 0 0 03 < 0 JOB NO 23-06140 SCALE AS NOTED SHEET NO. S N