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FILL CELL STD. 900 HOOK BOND BEAM SIMPSON MGT r^ w/ (22)10d —� I I I a STD. 90°17T CONT. #5 I NAILS TYP. I { GIRDER TRUSS I perl-_-` I 1. 95 HOOK BAR 2X TOP PLATE BAR BAR 5/8"0 #5 CONT. THRU FROM BOLT ON TOUHIG HIGHEST BOND BEAM BOND BEAM STEP 2 X B.U.0 `•` SCALE: N.T.S. SIMPSON MGT w/(22)1Old NAILS TYP. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN TYPICAL SIMPSON MGT TO SIMPSON META12 / META12 TSS SEE PLAN FOR REQ'D PLYWOOD FLOOR SHEATHING PER PLAN BUILT-UP COLUMN DETAIL INSTALLATION @ MID SPAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW NOTE: FOR BLOCKING/TJI •%%• UPLIFT VALUE Tom -MASONRY WALL OR •• ��i� i'• IS BASED ON INTERIOR BRG. WALL S.P.F. TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH � Solid block all posts from # OF 2nd FLOOR � LOCATION OF above to bearing below. STUDS SECTION @INT. BRG. WALL :.. .j::= . SECOND H10A (WHEN SIMPSON 91, DOUBLE JOIST CONSTRUCTION �:`:�`.� : REQUIRED) (Not required if both loaded equally from above) N.T.S. w/ (18)Iva x 1 1/2 NAILS Filler blocking 1/8" min. }Small gap 2" min- UPLIFT =1015# * i 2 max. 4 max. Webb itS ffener Fastener Schedule I 18"gap- TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H10A Joist Bearin Location J. J -_Series Dekth End_. Intermediate 2-8d - 24d —1 INSTALLATION INSTALLATION BCI5000s® 11-7/8"2-8d 3-8d �- -- -- / f Clinch nails- 14" 2-8d_ 5-8d 9-1/2 2-8d 2-8d when BCI6000s®'11-7/8" 2-8d 3-8d possible 1 BCI 6500s® 14 2 8d 5-8d ..1 4" MIN. EMBEDMENT V 16" 2-8d 6-8d__._ SEE SCHEDULE FOR 1 Support back of web during nailing to prevent damage to - r o PPo 9 9 P 9 11-7/8"T 2-8d 3-8d SIZE AND QUANTITY web -flange connection. ® - , 2 Block solid between joists for full length of an. Ti ht fit - BCI 60s 14" 2-8d 5-8d o o s OF FASTENERS 1 9 span. 9 4 16" 2-8d 6-8d o �. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11-7/ " : 3-16d I 3-16d 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. gCl 90s® 14" 5-16d 5-16d t 6 = o0 4� ° lourwk l- nc 1-Urvu toi•+ -1 urkvvviv/ — .. ....... ....... required when indicated or 4 Max. 16" 6-16d 6-16d - STAPLES @ 6" O.C. VERT BETWEEN I I I.... I L .... 16GAx1-1/2" LONG (3/4 -1 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite g g , " STUDS (NOTED THUS:-) - OFFSET CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVING Y- Hangers with side nailing. " GAP @TOP sides by 6". - Hangers with sides not containing > f WEB STIFFENER STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS top flange of joist. j (NOTED THUS:-) DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. e -Under 2nd floor column w/loads- c N.T.S. higher than 15001b. METAL LATH ATTACHMENT DETAIL BLOCKING PANEL, INTERIOR REV. 09.24.21 SCALE: 3/4" V-0" SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1900plf 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 Plumbing *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* bearing walls QI Load bwhen load bearing - forlateralsupportwhenjoists META12 TSS INSTALLATION / HTS INSTALLATION "*ONLY APPLIES TO LENNAR TPA/JAX** Vertical load transfer =1900 plf max along load bearing wall. meet over wall, or wall stacks directly over wall or Load bearing wall must stack beam below * over squash=20 blocks and Load bearing wall must stack over Non -stacking walls wall or beam below.* blocking and wall or beam below.* require additional Joist consideration. Check 'L When jolts meet over wall, provide local building I -Joist can be offset code for appropriate 1 3/4" minimum bearing for each. details in One 10d box /' up to 3" to avoid PLUMBING LINE areas=20 of high or=20 sinker / vertical plumbing TOP (2) #5's x 4'-0" 10CENTERED @ PIPE PVC OR SCH40 SLEEVE ES 3" max CEN lateral load. nail each side at bearing. JOISTS OFFSET A/C CHASE 4" PVC PENETRATION TANK -LESS W/H ' SLEEVE THRU STEM N.T.S. a Q dd WALL G a Provide adequate bearing - d • CORNER OF for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist - - _ _ - (- - blocking panel *Non -stacking walls = " ° GARAGE SIDE HOME o 0 o Squash block 10d nails SECTION INT. BRG. WALL require additional consideration. - - -T7�- � � � FINI GRADE � �T- • • - "�'' � (2x4 minimum) @ - I i h,- • _ _ _ 5 -0 o Bearing wall, Versa -Lam LVL or N.T.S. STUB -OUT FOR 1'-0" o o - Glulam Beam GAS METER O o c°� 1 ~ N z: NO HOLES (EXCEPT �� - SEE FND. PLN. KNOCKOUTS ALLOWED MINIMUM SPACING = 2x GREATEST Backer block (12" wide min.) DIMENSION OF LARGEST HOLE Nail with 10-10d nails. SIZE &REINF. IN BEARING ZONES D ) = 12" BELOW (see table below) (KNOCKOUT EXEMPTSp Install tight to top flange. SLEEVE THRU STEM � ° • • MEASUREMENTS ARE FROM FINISHED FLOOR (see table below) GRADE PIPE VERTICAL THRU FND. • ROUGH -IN GAS TO RIGHT ALWAYS - 12" OFF -CENTER DO NOT cut, notch Joist han er SEE PLAN FOR •. d . • • • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER or drill flanges g FOUNDATION INFO ` ❑ STEM FOUNDATION GAS CONNECTION DETAIL PVC OR SCH40 SLEEVE **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** 6.� A 1Y2" ROUND HOLE MAY " " DO NOT CUT HOLES GRADE TOP (2) #5's x 4'-0" 66Filler block. REINF. SEE PLAN CENTERED @ PIPE BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" Nail with PENETRATION PLUMBING LINE THE WEB. PROVIDE AT A ROUND IN ' 10-10d nails. LEAST 3" OF CLEARANCE CANTILEVERS. Backer block required where top ° q d . a es . FROM OTHER HOLES mount hanger load exceeds 250 lbs. e ° MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" Install tight to top flange. �I d 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'-3" (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'-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" orp 5000s 1.8/1.7 nel wood panels Two 314" 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 ,,good panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x - lumber Double 2 x _ lumber 8 T-U' 1"" 1' Z' T-7' T-3" T-3" T-T' T-11" 2-4. 2-9' 1 32' 1 37" Any 16' joist12 1'-U* 1"" TZ' 1' 2" 1' 3" T-9r' 2-4" 2'-11" 3-7' 42" 4-9' 94' 16 T-U' 1"" T-2' 1-2" T-7- 2-6' 3' 2" 3-10" 4-9' S 7" 6-4' TZ' T-9' V-1" 1' 2' 1' 2" 2-0" 3-0" 4-0" 4-10" 5-11" 6-11" 7'-11" 8'-11" 24 Tir T-1-1 TrI Tr z-6- 37'" ,,r-9r' 5 10" T2- 8'-4" 9r�' 1ag- 7=,I A* , l 1/4"-2" gap I- • a . • d 1 SEE FND. PLN. (2) #5 REBAR SIZE & REINF. -' Backer Block A/C CHASE 4" PVC "Top Mount" "Face Mount" SLEEVE THRU FOOTING NOTES: Backer block shall be tight Backer block shall be tight MONO FOUNDATION PIPE PERPENDICULAR TO FND. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. to bottom of top flange with to top of bottom flange with 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 1/4"-2" gap at top of bottom 1/4"-T gap at bottom of top 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO, flange. flange. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS eb stiffner as TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF Web stiffeners are not required when top required if hanger CENTERED @ PIPE A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. flange is laterally supported by joist hanger. doesn't meet PENETRATION PLUMBING LINE 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE height TYP. FND. PENETRATIONS Fl- MEMBER CONDITIONS. requirements a v ° da, a 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF I SCALE: N.T.S. < a All THE LARGEST HOLE. e o depth 0.6 X Joist � r- �� e 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. ° �1Tn c A d a d 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1X' KNOCKOUT HOLES TURNED WITHER a 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. I -JOISTS BUCKETS SEE FND. PLN. HOLE CUTTING CHART N.T.S. SIZE &REINF. N.T.S. c.+ fl c- ccr a H a c� Q C W d � G7 N Y7 N C -4 y67. N f0 m o. a a> c c co Q T as CID` o a �. CJ a >�o CIA CE .� a o` illN111 Z� O W N 29 L ,.. To the best of the Engineer's 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. E cc 0Lo M 7 gz � LL IC C -J 2 LL W o LL ILL.SS a ' z L f O o `V o �pjO' W m z Q LLW N J OU W Z W 11 I� 0 z N lh z z� ¢_ _ a N U)V)z U. o U. ra W � � p U O W $ N c y �r CB W � z c .53 Y < C. C) � W r> 0 �M g LJL d QO <N Q E: U j Ze o° o Wo Oz Z N It a� ��Z 2 U Nm<W O¢ Z Za ;a J a^+ �z tyo N $� aZ W yw a L za a 003 >M O rn 0 i� M CO r O :3 �--- r 76 m LO O � .� N 0 p O Ln N Q � E N z z N E n3 a U _J Q p JOB NO: 22-08302 SCALE : AS NOTED SHEET NO. SN 1