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'11 '17RA� i• ii ''_f" '_' rl IJ �' ' _ � ' I'll- "r"1!�A11�IL'.{ FILL CELL STD. 90' HOOK BOND BEAM 11 SIMPSON MGT 0� w/ (22)10d cn w�` NAILS TYP. GIRDER TRUSS � CONT. #5 j STD. 90° — BAR 2X TOP PLATE CONT. #5 HOOK � �� E BAR l 5/8" 0 J s: #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP 2 x B.u.c SCALE: N.T.S. SIMPSON MGT w/ (22)10d 2nd FLOOR NAILS TYP. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE TYPICAL SIMPSON MGT TO SIMPSON META12 / META12 TSS BEARING COLUMN � : �-� � � • � , �`.. PLYWOOD FLOOR SEE PLAN FORREQ'D COLUMN AND L. -�—SHEATHING PER PLAN BUILT-UP COLUMN DETAIL INSTALLATION @MID SPAN CONNECTION 1, -,.-;-i.�/—TJI TO BE CUT TO ALLOW NOTE: -- _., FOR BLOCKING/TJI UPLIFT VALUE IS BASED ON (� 7—MASONRY WALL OR "" S.P.F. INTERIOR BRG. WALL L TJI PER PLAN OTHERWISE SOLID f BLOCKING TO MATCH #0 F 2nd FLOOR LOCATION OF Solid block all posts from STUDS r ` SECOND H10A above to bearing below. I '`�'� • SECTION @INT. BRG. WALL SIMPSON H10A � (WHEN DOUBLE JOIST CONSTRUCTION ` w/ (18)10d x 1 1/2" y REQUIRED) (Not required if both loaded equally from above) N.T.S. �. r NAILS UPLIFT = 1015# Filler blocking i 1/8" min. Small gap 2" min• r i 2" max.) g 4" max. 1/8" gap Web$tiffenerFastenersctio-n— TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H10A Joist Bearing Location Series Depth End Intermediate j' BCI 5000s° 91/2 2-8d 2-8d INSTALLATION INSTALLATION i v 1 �11-7/8"r2-8d 3-8d 14" -8d-8d 3�d Clinch nails ( -- _ T _ 9-1/2 2-8d 2-8d when \ BCI 6000s®_11-7�/8" 2-8d-� 3-8d 4" MIN. EMBEDMENT ® 14" 2-8d 5-8d I i possible �p BCI 6500s_ -- SEE SCHEDULE FOR 1 Support back of web during nailing to prevent damage to _ -7 2-8d 6-8d ° SIZE AND QUANTITY PPo 9 g P 9 \ — ' 11-7/8" ; 2-8d 3-8d- _ ° . web -flange connection. .. I� — BCI 60s® 14" 2_8d 5-8d ° OF FASTENERS 2) Block solid between joists for full length of span. g \ 11-71$' 3 16d 6-8d o Tight fit 16" 2 8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. R 3-16d o 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2 min. gCl 90s0 1.4 5�16d j 5 16d _ o 16GAx1-1\2" LUNG (3/4"-1" C:KUWN) ) j g required when indicated or 4" max. 16" 6-16d 6-16d _ o STAPLES @ 6" O.C. VERT BETWEEN MAX-' I I I I :I::: 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 - Hangers with side nailing. STUDS (NOTED THUS:—) -OFFSET CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVING Ya" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER O.C. VERT INTO STUDS top flange of joist. STAPLES BETWEEN STUDS AS SHOWN DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. (NOTED THUS:—) - Under 2nd floor column w/ loads N.T.S. higher than 15001b. • METAL LATH ATTACHMENT DETAIL BLOCKING PANEL, INTERIOR TYPICAL SIMPSON META12 / TYPICAL SIMPSON MTS REV. 09.24.21 SCALE: 3/4" = V-0" SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1900 pIf max. along bearing wall BEARING Use 3"(10d)nails at6"o.c. Required on interior walls: for vertical load transfer Plumbing META12 TSS INSTALLATION / HTS INSTALLATION *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* Load bearing walls when load bearing - for lateral support when joists **ONLY APPLIES TO LENNAR TPA/JAX** Vertical load transfer =1900 pIf max along load bearing wail. meet over wall, or wall stacks directly over wall or Load bearingwall must stack 1' > ' I �- � beam below Load bearing wall must stack over over squash=20 blocks and *Non -stacking walls wall or beam below.* blocking and wall or beam below.* require additional \.:. Joist consideration. Check j r.. 7 When joists meet over wall, provide local building �1/16" 1 3/4" minimum bearing for each. I -Joist can be offset PLUMBING LINE code for appropriate ._ ': up to 3" to avoid details in One 10d box ; ,-�i *z vertical plumbing TOP (2) #5's x 4'-0" areas=20 of high or=20 sinker `- '�I� CENTERED PIPE lateral load. nail each side r. 3" max @ PVC OR SCH40 SLEEVE at bearing. F . A/C CHASE 4" PVC PENETRATION 10-0 JOISTS OFFSET TANK -LESS W/H /.- - i N.T.S. SLEEVE THRU WA M d a •. 11 ( -- Provide adequate bearing , n = .� d, affAMITT—*for each lapped joist.Use 10dx3" nails at 6 o.c. for all joist .. T� ICORNER OF blocking panel *Non -stacking walls• HOME H C G Squash block 10d nails require additional consideration. �_ _I —_�( FINI GRADE GARAGE SIDE o 0 o SECTION INT. BRG. WALL — — (2x4 minimum) @ TTT 6-0" 0 o Bearing wall, Versa -Lam LVL or N.T.S. TIT Tff=Tfi—TI7 III —Tr 1�STUB-OUT FOR o1'-0" o onGlulam Beam 561 fi= — GAS METER r o T SEE FND. PLN. iv °x NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST Backer block (12" wide min.) T�I�� — — SIZE & REINF. KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE Nail with 10-10d nails. a—� IN BEARING ZONES D Install tight to top flange. :. — T (see table below) (KNOCKOUT EXEMPTS) D SLEEVE THRU STEM T \ 12" BELOW PIPE VERTICAL THRU FND. see table below ryFOR--'• ' • GRADE • MEASUREMENTS ARE FROM FINISHED FLOOR ( ) SEE PLAN • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER DO NOT cut, notch 44 IK Joist hanger Ill , T d , d. or FOUNDATION INFO • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12�� OFF -CENTER STEM FOUNDATION �p ❑ CO ,` y PVC OR SCH40 SLEEVE GAS CONNECTION DETAIL' ; ,!r TOP (2)#5'sx4'-0" e—ir GRADE REINF. SEE PLAN CENTERED @PIPE **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** }1 i 6" A 1Y" ROUND HOLE MAY 6„ 6" DO NOT CUT HOLES Filler block. PENETRATION PLUMBING LINE �l BE CUT ANYWHERE IN /F CANTILEVER LARGER THAN 1Yz° Nail with THE WEB. PROVIDE AT 10-10d nails. ROUND IN "- d e d G LEAST 3" OF CLEARANCE CANTILEVERS. Backer block required where top FROM OTHER HOLES mount hanger load exceeds 250 lbs. MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" Install tight to top flange. _ T d II�—II 8 1-0 11/4'-27 1 a z •'e • ' 'A" 1' 2" 1' 2" V 1'4' 1'-T' 1'- l l" 24' 2'-9" 3 2' 3 7 " gap i — " Tom` '. —I i i— • a r � d 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'-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. 16 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 BCI8Joist Backer Block Filler Block Thickness Series Thickness 5000s 1.8/1.7 3/4" orp nee 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 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber _. Any 16'joist 12 11 1"" 1' 2" 1' 2" 1'-3" 1!- 2'-4" 2'-11" 3' T' 4' 2' 4-A' 6-4 S _ ifi 1'-0 1-1" 1' 2"' 1-2" 1 T' 2' 5" 3'-2' 3'-10" 4'�' 5'-T' &-0' T 2' ' SEE FND. PLN. 4�) - - _ `I 20 1'-O' 1-1" 1' 2" 1'-2" 2-W 3'-0" 4'-0" 4'-10" 6-11" 6'-11" 7'-11" 8'-11" Top Mount Backer Block Face Mount" (2) #5 REBAR SIZE &REINF. __- - _ A/C CHASE 4 PVC 24 1'-0" 1'-1" 1' 2" 1'-3" 2'-r' 3' T' 4'-�" 5-10" T 2' 8'-0" 9�" 10'�9'' " unt" SLEEVE THRU FOOTING PIPE PERPENDICULAR TO FND. NOTES: Backer block shall be tight Backer block shall be tight MONO FOUNDATION 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"-2" gap at bottom of top 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. flange. flange. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS eb stiff ner as 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 MEMBER CONDITIONS. r] 4 requirements T lSCALE: N.T.S. Q d 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF l� i 0.6 X Joist� e THE LARGEST HOLE. �'X depth 1L— ° 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. �� • ��I �— ° ° ° — 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 e 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. slzE &REINF° HOLE CUTTING CHART N.T.S. N.T.S.