6677 Bar S Bar Trl - Laserfiche WebLink

Browse Search

I 1 11 1 ]L- " I - u I I] - I I I I i I 'I 1 1, .. !L_LLUL.LLL_EL��, 1, 1 1 1 1 1 1 I I I I I Pil 1 gn U-) t7 C14 C:� I C, C14 LO Cr 15, C14 C) L0 Ln 02 rr (n :19 C) E E 101 Cn 0 LZ 2 CC, LZ CD C14 C14 CD tz C) THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH --, /__ WALL SHEATHING - r�z. .... . ........ 1� ... ... .... .......... 16G.Axl-1\2" LONG (3/4---l" CROWN) ---- - M 16GAxl-1/2" LONG (3/4"-l" STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:-) - OFFSET V CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:-) v 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 101-010 TANK -LESS W/H H C G 000 51-0" STUB- LIT FOR LO GAS METER 0 0 9 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. 7-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 1 Of-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�4' (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4- @ 24" O.C. 6--l" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6- (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11 f_011 (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15,41, (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 BCIOJoist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 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 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1 �8/13 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 FILL CELL STD. 90* HOOK IF BOND BEAM 1 11 77�Ai�_ 1� 77tt W LU o CONT. #5 STD. 90 1 CONT. #5 HOOK BAR BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SIMPSC wl (22) � NAILS I 5/8"D THRU BOLT R TRUSS *OP PLATE 2 X B.U.0 BOND BEAM STEP SCALE: N.T.S. SIMPSON MGT w/ (22) 1 Od __2nd FLOOR NAILS TYP. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO —CONT. BASE PLATE SIMPSON META1 2 META1 2 TSS BEARING COLUMN TYPICAL SIMPSON MGT TO SEE PLAN FOR REQ'D PLYWOOD FLOOR 1�5__ INSTALLATION @ MID SPAN COLUMN AND SHEATHING PER PLAN BUILT—UP COLUMN DETAIL CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI UPLIFT VALUE MASONRY WALL OR IS BASED ON S. P. F. INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR LOCATION OF above to bearing below. STUDS SECOND H10A (WHEN SECTION @ INT. BRG. WALL SIMPSON H10A DOUBLE JOIST CONSTRUCTION W/ REQUIRED) N.T.S. (18) 1 Od x: 1 1/2" (Not required if both loaded equally from above) NAILS Filler blocking 1/8" min. I Small gap 2" min. UPLIFT = 1015# 1/8" gap 2" max. 4" max- - Web Stiffener Faste—ner Schedule TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H10A Joist Bearin ocation Series-, Depth End Intermediate *- 9-1/2" � 2-8d 2-8d —1 INSTALLATION INSTALLATION i BCI 5000s 1 1-7/e-2-9d 3-8d_ 5-8d Clinch nails _91-1/2" 2-8d 2-8d 1 0, @�. — I __d_ when BCl 6000s 11 -7/ - 8" -2-8 3-8d 4" MIN. EMBEDMENT possible BCI 6500so: 14' 2-8d -8d 5 SEE SCHEDULE FOR 1) Support back of web during nailing to prevent damage to 7- 16" 2-8d 6-8d ___j 0 11 -7/8" 2-8d___ 3-8d SIZE AND QUANTITY web -flange connection. 2-8d 6-8d IBCI 60so 14" 0 OF FASTENERS 2) Block solid between joists for full length of span. Tightfit 16" 2-8d 6-8d 0 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11 - -7/8" 3-16d 3-16d 2x4/Plywood/OSB web stiffener 2" min. BCI 90sO 14-1 5-16d 5-16d 0 0 4) Place joists together and nail from each side with 2 rows of 1 Od nails A, ; A; 4" max requ ed en n cated or o- IOU o- IOU 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING j/8" GAP @ TOP sides by 6". - Hangers with sides not containing top flange of joist. WEB STIFFENER — DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. hinher than 15001h SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls 0, over squash=20 blocks and require additional wall or beam below.* consideration. Check local building k1/16" code for appropriate 1--or=20 details in One 10d box areas=20 of high sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam 0 NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES ---\ DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (1 Od) nails at 6" o.c. Load bearing walls 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.* I Joist When joists meet over wall, provide 1 1 3/4" minimum bearingforeach. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Froviae acrequaie Dearing Use 1 0dxT nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls 10d nails SECTION @ INT. BRG. WALL require additional consideration. N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below NOCKOUT EXEMPTS) D (see table below) CD LJ co T A %" ROUND HOLE MAY DO NOT CUT HOLES BE W. AN, AIERE IN 6" 1 6 CANTILEVER LARGER THAN 1)/2" THE WEB. PROVIDE AT t A ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %" 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 1Y2" 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. N.T.S. TYPICAL SIMPSON META1 2 META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL L .�P_o - �& - . .4 :� 00 � FINIW GRADE Backer block (12" wide min.) Nail with 10- 1 Od nails. EM �Install tight to top flange. SLEEVE THRU STEM -OR SEE PLAN FOR 0 46 .0 0. Joist 0 hanger FOUNDATION INFO 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. 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. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. /doesn't meet height requirements 7�, 0.6 X Joist 7- 1 / depth x X zz/ I —JOISTS BUCKETS N.T.S. GRADE r- REINF. SEE PLAN =CHASE4- PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2 #5's x 4' 0" CENTERED @ Pl�E PENETRATION� 4 , � V'r'l-irt =11 TIN 0 4 PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLKI I SIZE & RE 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0"_\ CENTERED i@ PI�E PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE .4 A \4 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 4 4 A-1 4 SEE FND. PLN. SIZE & REINF. -0 a) C:) 5 0 0 co C-4 -00 r N coo n L) -0 S-_ r� ur) ur) 6 0 7> 0 C14 C14 CZ> !E�j co C=) 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 W co E C) ce) 8 0 N 04 IS, 6 _j LL co (1) LL 0 65 u) Lu :1 u`_1 _j U) CL 91 u_ N 0 (L LU 13 z -c 0 s- 0 1 r_:s X 0 LU izke — -F, c� W :3 _j W Z — 0 CL L0 04 Z D 0 1) LL c 1 < 1 00 _j U) z 77 W 0 co < _0 U) V) o 4-1 U-1 C� �R 0 U-1 L/) LA U m E J, �1'2 ME u 8 4 C14 14 C�' z LL_ c6 E cL 0 E �z o z< 'R, u E o � < , jo D u o< ru t'o -o 2 n�' U) �z o. 'o z z U) z W cn < 5 oz OL z W C) c=) 2 �E 2 C:) E2 C.0 LO L0 < cc 0 co :3 04 CN cy. C.? 0 W 0 (0 Cal C'4 0 04 C:) a -0 C'4 CY) L0 CY) E CU 0 z E E cc 0 0 CU C JOB NO: 22-02391 SCALE : AS NOTED SHEET NO. SN 1