6557 Bar S Bar Trl - Laserfiche WebLink

Browse Search

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 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** CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" STUB -OUT FOR GAS METER 0 O N H C G 0 0 0 a _ 1'-0" o ' � o � U F 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. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'41 (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. 'IT-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 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 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap 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 %" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. FILL CELL STD. 900 HOOK BOND BEAM w STD.90° CONT. #5 BARHOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJ► TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL � TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH L Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION "INT. BRIG. WALL N.T.S. 1/8" min. Small 2" min. 2" max. } gap 4" max. Web Stiffener Fastener Schedule j - —i Joist Bearing Location _ Series Dep hh End Intermediate 9-1/2" 2-8d 2-8d BCI 5000s 11-7/8" : 2-8d 14" 2-8d_ 3-8d - d Clinch _ _- nails 9-1/2" ! 2-8d 2-8d whenZ 'BCI6000s111-7/8"' 2-8d 3-8d possible BCI6500s®�_ 14" 2-8d 5-8d V 16" l 2-8d 6-8d 111-7/8"I 2-8d 3-8d - — Tight hoodt BCI 600 14" _ 2-8d " - 5-8d___ -d _ _® 11-718" 3 61 d 6-8d ---- 3-16d 2x4/PI web stiffener 2' min. BCI 90s 5-16d 5-16d required when indicated or 4" max. 16" 6 16d !,� 6-16d Hangers with side nailing. -14" - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. SIMPSC w/(22)' NAILS 1 THRU BOLT SIMPSC w/ (22) NAILS 7 R TRUSS 'OP PLATE Ice 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 plf 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 META12 TSS INSTALLATION / HTS INSTALLATION Vertical load transfer =1900 plf max along load bearing wall. ' Load bearing walls when load bearing - for lateral support when joists 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 * blocking and wall or beam below." require additional wall or beam below. Joist consideration. Check local building When joists meet over wall, provide g I -Joist can be offset code forappropriate 1/16" 1 3/4" minimum bearing for each. PLUMBING LINE up to 3" to avoid details in One 10d box vertical plumbing TOP (2) #5's x 4'-0" areas) to of high nail a sinker 3" max CENTERED @ PIPE PVC OR SCH40 SLEEVE lateral load. nail each side '! PENETRATION at bearing. JOISTS OFFSET A/C CHASE 4" PVC- SLEEVE THRU STEM N.T.S. WALL d Provide adequate bearing ac Use 10dx3" nails at 6o.c. for all joist each lapped joist. T — a aa .a �I a a =r, blocking panel "Non -stacking walls — O00d nails require additional consideration. block SECTION INT. BRG. WALL FINI GRADE (2x4 minimum) I [---I I — Bearing wall, Versa -Lam LVL or N.T.S. ® ITTI ICI �--I, FF�II — 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 -7-15 . ■ • I 16"" A 1Y" ROUND HOLE MAY 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 1Y" NOTES: DO NOT CUT HOLES LARGER THAN 1Y" ROUND IN CANTILEVERS. 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 %" 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. \Insta►I tight to top flange. Joist hanger \ Filler block. \ Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. — 1/4"-2" gap f i r, ✓ 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. eub stiff ner 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 ° o T depth ° I -JOISTS BUCKETS N.T.S. SLEEVE THRU STEM) SEE PLAN FOR °. • . FOUNDATION INFO a. . G STEM FOUNDATION GRADE a i—REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. Hint \ /r'nT1r% A l 'TI 1n1 1 r L 1n TOP (2) #5's x 4'-0" —\ CENTERED @ PIPE PENETRATION F A PVC OR SCH40 SLEEVE / r PLUMBING LINE d L d / a° ` d `1 Ia a 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 a ' d Na ay. a as G A I jell a�=�1=1 v a a C � r• a SEE FND. PLN. SIZE & REINF. �^ O N r� l ) N 1. 00 k< t:., to t Q 0 <'. _, q n 1-z ,CL L -0 n 0 0 C U, L n(� 1l f1 > 42 W `�,��;h6c4Ec�crresf�o W �`'IN�N U NO O E L C` 4�. ••�.�' '/•r.tf,Ifpettlttj" To the best of the Engineer s knowledge, informal on and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residenfial 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a 8 0 1.00 N o # "i rii y- cM � Q a LL L L LL w 0 a Z — o a L 9 CIL0 _ y 5 o W U 0 Z ,cam° N Q ILW 0 mw Z N O U 0 N W El 11 z � � z V N - z v o l%1(D C1 4-, u, w g U o p 0 w s Ln c '� �N w = L ¢ N 0see o C w _ M 022 G LL E 55 o0 f P ia z® 0( f0 r6 iC1 i go XU oa UO ,U z f° N E $= wg a 0� ID M - _ zo �x m� 0 oZ, >Z z 2zZ d a ag gZ �W W N� wa = ao mia O is 003 12 O > (0 LO LO m Q C� v) co J MO co Cr x O co mLO Q O I 04 cD LID T Q co T 0 m Z, 0) o z z N E O -0f0 E d U Q p JOB NO : 22-06459 SCALE : AS NOTED SHEET NO. SIN 1