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rn 3 I co N co i M 0 0 cV I 0 cV J LO LO 0 I N 0 I M I co N I M 0 to 0 0 N J LO 0 N LO 0 r3 v Crc Q c M O` 0 l� 0 c J c 0 v O J v tZ M O L LO ca 0 a. M 0 N a a U-1 Q r m THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:-) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" 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'-0" TANK -LESS W/H CORNER OF I I HOME H C G GARAGE SIDE O O 0 5'-0" Q - STUB -OUT FOR O 1'-0" o o in GAS METER �. U b o CV = --------------- • 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. 19'41 (1) SIMPSON HTS20 OR 4 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" Q.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (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/el 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x - P 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 902.0 2 x - lumber Double 2 x - lumber DOUBLE JOIST CONS (Not required if both loa Filler 1/8" gap _4 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) 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 OF THE JOIST ASA REQUIRED LEAVING Yg" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. FILL CELL U) w CONT. #5 > STD. 900 HOOK BAR -, STD. 900 HOOK v1N=� BOND BEAM SIMPSON MGT w/(22)10d NAILS TYP. GIRDER TRUSS CONT. #5 --- - BAR 2X TOP PLATE 5/8" 0 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM STEP BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN .�..fi_ �... SEE PLAN FOR REQ'D l l —PLYWOOD FLOOR COLUMN AND L 1 SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI II. 1 MASONRY WALL OR INTERIOR BRG. WALL GJ TJI PER PLAN ' OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR STUDS above to bearing below. SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. j Small gap 2" min. 2" max. 4" max. Web_ _Stiffener Fastener Schedule I I Joist Bearing Location L_-1 Series Depth . End Intermediate �l ® 9-1/2" 2-8d 2-8d BCI5000s 11-7l8' 2-8d 3-8d 14 2-8dClinc-- -- when nails 9-1/2" 2-8d 2-8d - _ - - BCI 6000s® 11-7/8" 2-8d 3-8d possible �BCI 6500s® 14" 1 -8d 5-8d 11-7/8" 2-8d 3-8d BCI600 14' 2-8d 5-8d Tight fit - -- �1 16"_ 2-8d 6-8d 11-7/ 3-16d 3-16d 2x4/Plywood/OSB web stiffener 2" min. BCI 90s6 14" 5-16d 5-16d required when indicated or 4" max. 16" 6-16d 6_-1.6d_ - - Hangers with side nailing. -Hangerswithsidesnotcontaining WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. I.0 SIMPS( w/ (22) NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS 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 BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer=1900 pif max. along bearing wall TYPICAL SIMPSON META12 TYPICAL SIMPSON MTS / BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls: -for vertical load transfer __� /-PlumbingMETA12/ HTS INSTALLATION Load bearing walls when load bearing - for lateral support when joists I !"' TSS Vertical load transfer =1900 pif max along load bearing wall. meet over wall, or wall stacks directly over wall or Load bearing wall must stack l '.:i beam below over s uash=20 blocks and F:; 1, Load bearing well must stack over *Non -stacking walls q * ; ` blocking and wall or beam below.* - - _ wall or beam below... require additional Joist consideration. Check _ r When joists meet over wall, provide local building i I -Joist can be offset code forappropriate �1/16" r r 13/4"minimum bearing for each. PLUMBING LINE I� details in One 10d box up to 3" to avoid I: I vertical plumbing TOP (2) #5's x 4'-0" areas=20 of high or=20 sinker �, <r lateral load. nail each side 1 �' 3" max CENTERED PIPE at bearing." -: t A/C CHASE 4" PVC - JOISTS PVC OR SCH40 SLEEVE JOISTS OFFSET PENETRATION SLEEVE THRU STEM Zf N.T.S. d a . .J WALL ° d ° a °Y== Provide adequate bearing ° • for each lapped joist. g Use 10dx3" nails at 6"o.c. for all joist .• I ;LEI I • ; li —I I ° ° 4. a° I -III iI I I -III I I blocking panel *Non -stacking walls - * I I I ��I I II • • �I I� II i T Squash block 10d nails SECTION @INT. BRG. WALL require additional consideration. - - - - - - - - °O (2x4 minimum) SECTION _� _ FINI GRADE Bearing wall, Versa -Lam LVL or N.T.S. _ _ -III-Ifi-l� 1�T7-�If1 T�f-1�i ill-lTf- 111 Glulam Beam ® _ � � � � Lm -Ij(-1t I I MT=: ff= n►�M-11 NO HOLES (EXCEPT 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 rl 6"' A 1Y2' ROUND HOLE MAY J 0' 6" 6 BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %" DO NOT CUT HOLES LARGER THAN 1Y" ROUND IN CANTILEVERS. �,d��..x �° �. � {e �.'. ,T,... .. a r�.'3;ros �"r'..�..:�510•tl°�",.... r�j°,.W , s n.,°., :. ��.... �.is, 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. 1y" 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 1JY" 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. Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. Joist hanger \ Filler block. Nail with - y 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap --- I I -- 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 [`I _ requirements 0.6 X Joist o n/ depth I -JOISTS BUCKETS N.T.S. SLEEVE THRU STEMS ' SEE PLAN FOR---'•• • . • FOUNDATION INFO STEM FOUNDATION GRADE r-REINF. SEE PLAN /A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. 111P9r \/rP1Tlr%A1 TI 1P91 1 1—K111 TOP (2) #5's x 4'-0"- CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE r- E PLUMBING LIE io • ° • ° 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 d c ° °a n . a _ °a I I I I I I —I I-111_ I a°I- � I SEE FND. PLN. SIZE & REINF. eh 0 N' ch o > W s o C. N A O i N N G -U Q � N � d E It C ae "'� ex Add N A � a� r� o. � E eo 0 0 �Z�a111�31lIf EJllrtlrj�� SRO vVN �_•\N,>>`' �.. ...... U \0 To the best of the Engines 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. F g O E S N C N N 0 M � LL a a �0403 U 3 z -a 0 o o " OC W @ g � W - pj J k Z LL L 6 w � M z N H 0 Z N o < ❑00 W " _0 z z n V I N - N M z �4-J_ �U N LU �0 l/) o c d U W J ^� Q � �0 N o 7 LL E Q A!6r F— Qo a ( Q 0. d Z uvi m V C Y)) ' Z P � � T VWZI W Cps zW VJ j T3 m o 20 ,'• do =k cn k ilzd a L) 2 0 > 00 r^ ai cc N (DG O Iln T �- CV E 00 o 0m 0 O � V C �_— p LO M C:)C cis '� p cro N CY)T ILo T ci M t r CM �,; o z z m E 10 E a m ca C _ v ea JOB NO: 23-05729-05734 SCALE : AS NOTED SHEET NO. SN 1