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THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 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-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'-011 TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 11 0 0 0 5'-0 STUB-OUT FOR 0 1'-O" O o 0 GAS METER ei Q, 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. 10'4" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-911 (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'4" 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. 13'4" (3)16d TOENAILS 2" X 12" @ 24" O.C. 151-4" (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/el 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 wpanels 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 2x — + 5/8" or 3/4" wood panel 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 CELLS STD. 900 HOOK BOND BEAM SIMPSON MGT w/(22)10d w - = NAILS TYP. GIRDER TRUSS a STD. 900 CONT. #5 BCON AR T. #5 I HOOK �5_ BAR 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO j CONT. BASE PLATE I BEARING COLUMN SEE PLAN FOR REQ'D �-PLYWOOD FLOOR -1 ' COLUMN AND SHEATHING PER PLAN � `%-', < "'� CONNECTION 11, TJI TO BE CUT TO ALLOW -s= TJI BLOCKING/TJI ,..' `MASONRY WALL OR l INTERIOR BRG. WALL i \\ TJI PER PLAN T / ' 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. } Small gap 2" min. + / 2" max. 4' max. Web Stiffener Fastener Schedule + Joist BearingLocation ---- __ Series De th End Intermediate I1 ® 9-1/2" 2-8d . - - 28d T BCI5000s 11-7/8"l 2-8d 3-8d l 14" i 2-8d 5-8d Clinch nails 9-1/2" 2-8d _2-8d when BCl6000s® 11-7/8" 2-8d 3-8d possible \ �, BCI 6500s®. 14� 2-8d 5-8d 1) Support back of web during nailing to prevent damage to J -__ ___.___ 16 2-8d 6-8d 11-7/8' 2-8d 3- web-flange connection. _ _-- BCI 60s® 14" 2-8d 5-8d 2) Block solid between joists for full length of span. Tight fit ------ _ A 16" 2-8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11-7/8" 3-16d 3-16d -16d 4 2x4/Plywood/OSB web stiffener 2" min. BCI 900 14" 5-16d 5 g Place joists together and nail from each side with 2 rows of 10d nails • - 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4 max. _ 16" 6-16d 6-16d OF THE JOIST ASA REQUIRED LEAVING Ys" GAP TOP sides b 6". - Hangers with side nailing. @ Y -Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION topflange ofctst. - Birdsmouthuth cuts. N.T.S. - Under 2nd floor column w/ loads 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 over squash=20 blocks and require additional consideration. Check wall or beam below.* local building 1/16 code for appropriate details in One 10d 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 7 Provide adequate bearing for each lapped joist. Squash minimum) lodnails SECTION @ INT. BRG. WALL (2x4 minimum) 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 (see table below) DO NOT cut, notch or drill flanges higher than 15001b. 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 771 =1 When joists meet over wall, provide -13/4" minimum bearing for each. I -Joist can be offset Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 6" A 12' ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" 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 1Y2" �v`�..io-✓M; ��pv�yrtu ,�'°" 1�..'� `hNF- �yY,,,^ Sd. ..-.�.4.1..u� ,.¢ W.3'4k Ot �+.>�'a,�� ��M1�.'G.`KK+.Y.r�r�K eq w �w �}'y1,y�gv�i�,1=i'}y'� a r. .�+��!J'•iMr� eYL'''me.j'S t+:-.-rll: �� i, JfSdJ I�A�Y.1: 9 t� ^i 4�'''lu�' '.�':5'i'h�.f.•".,�-.�. ..� `� yam.. 'Cryan � �w"c�ta w��i, a �r � µy��°� �r y�'t' 14 •rL-m!� 7� r: e ��,2�c� �•h •.�i i..,�l��x ��=�e�`k�-�sS.r �"i �y`i� M+ti S. 4'�.-!� ,J ,fir IhXW' £cam'.;+} w: �.�ra Pf .•'9�r, 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 1J/" 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 avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger 5/8"1 THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) �I I I —I IJ—III—III—_ Nail with 10-10d nails.—�— nstall tight to top flange. SLEEVE THRU STEM \;:' SEE PLAN FOR •. ri .. `\ FOUNDATION INFO ' ' a' 7 STEM FOUNDATION \ Filler block. I Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. J 1/4" 2" gap ' 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. eb stiffner as Web stiffeners are not required when top required If hanger flange is laterally supported by joist hanger. doesn't meet height t-- requirements ry 0.6 X Joist D ¢ depth 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. SIMPSON META12 / META12 TSS INSTALLATION @ 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 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE 1•'1111r \ /r !"1T1/1 A 1 TI IP\1 1 1�► 111 TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION °Z ° PVC OR SCH40 SLEEVE PLUMBING LINE 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 11— ° ° 4 — °°. ° Q - 'do —� T1�—III—I k -�I [, I I ITI ° Q a a ITT ,I I— =iI— r SEE FND. PLN. SIZE & REINF. e*� N N 00 Y W Q ag o_ •p m X C LL d. N y N N -O O Qi Q fV 3 == a+ .2 °' d�- os_Q CD °G w 3 1° 3 N Q.� s= � R o a �.. i 1�1- CA c� 141 �•• S 310 f i 11111,1111,�,� 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q � N � (0 00 g nr J 1z C J LL W cq S a a =. LL 5 z°CD W o9 'Q N;_1 0O_j m 6 w Z "' N z d J = N OU W pp z Z o J NQ011 CD T4--J f13 w U O w o U LU _ = O Q S� to M M j Q z W Z i EO N E 0U P M '� � 0 oa Uo � �U Z a � a� w� C y� 5 O E Z NO QLL W Ji 3 3 g� �0 U 2 jm LL �� tt'= IIIIIIIIIII� O M a g L O >M O ca m L T CO LO O n N Ln Q Cr � N �- -00CN M o L(') 4-1 LL M O O o Ln N Q r° N 00 T' E cc t0 T vi � o Z z E O to E 4: M c a 0 ¢ p _J JOB NO : 23-00507 SCALE : AS NOTED SHEET NO. SN 1