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THIS DETAIL ONLY ;EFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. VJAL� SHEATHING METAL LATH X o- 16GAA-1�2" LONG (3!4"-l" CROWNi STAPLES �!�) 6" O�C. VERT BETWEEN �11AXJ l6GAx1-1,'_` LONG (3.14�-1` CRG�NN� STAPLES �i�6 6" STUDS (NOTED THUS:— OFPSET 0', STAPLES BETWEEN S7UDSAS SHOWN VERT INTO STUDS OTEDTHUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3.4" V-0` *DETA1 EXCEEDS THE REQUiREMEN7S FOR F5CR 7031.7.1 L�,�,TH' "ONLY APPLIES 70 LENNAR TPAJAX LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONT!NUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1 063 & ASTM C1861. 101-011 TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 00 0 51-01. 'd b 1,r 11-011 1 STUB -OUT FOR Ir LO GAS METER 0 -------- a 0 9 C 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" @ 16-1 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'l (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. 6A (2) 16d TOENAILS 2" X 6' 5z 24" O.C. 8 (2) 16d TOENAILS 2" X 8" @ 24" O.C. -01, (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 TOEUNAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). .*So T HERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE (3-1 . . . . . . . . . . . . . . . . . . . . . . . . . ... . . + 4 . . . . . . . . . 2CD . . . . . . . . . . . . . . + + . . . . . . . . . . .. �0' I . . . . . . . . . . . . . ... . . + 4 . . . . . . . . . . . . . . . . . . . . . . . . + + + + + + 4 + 1-01, (TYP,) _0" (TYP) + + 4--0" + 4'-0" + 4 + + + + + + + + + + + + + + + + + + 4 + + UJ _j + + . . + . . + + 15132" CDX co < + -4 + + PLYWOOD OR + + + 7/16" OSB + + + + + + . . . . . . + + + + + + + 4 + + + + - + c: . + Z++ . . . . . . . +L + ++ + + + + + + + . . . . . . . + + + + + + + + + 4- 4- 4- 4- ++ + + + + + + + + —RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & . . . 4'O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 -3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: f�O �8d RING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL GUN NAILS MAYBE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCIOJoist Backer Block S I . enes Thickness Filler Block Thickness 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 2x + 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 I wood panels 2 x + 5/8" or 3/4" wood panel 1 1 902.0 2x lumber I — Double 2 x lumber — FILL CELL---� STD. 90' HOOK BOND BEAM CONT. # BAR #5 CONT. FROM FOUNDAT TO HIGHE BOND BE) SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO — ,,—CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AN[ SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW Ablock FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid all post, from Solid block all posts from" STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min ' ) Small gap 2" min. 2" max. 4" max. Clinch nails when I possib a 1) Support back of web during nailing to prevent damage to web -flange connection. ZI IZI 2) Block solid between joists for full length of span. Tight fit --t1l 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 1 Od nails 2x4/Plywood/OSB web stiffener 2" min, 2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4" max. 16" , 6-16 OF THE JOIST ASA REQU [RED LEAVI NG Y8" GAP @ TOP sides by 6". - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor coh 11� N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.- 0, consideration. Check local building --- T1/16" code for appropridte details in One 10d box areas=20 of high or�20 sinler lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVIL or Glulam Beam 0 NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges DOUBLE JOIST CONS (Not required if both IoE Filler 1/8" gap Boise Joist Blocking ih;P.1" (10d) n;;ilqqt R" n r higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer 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.* Luo ' 'oc QY,-' Provide adequate bearing for each lapped joist. Use 10&3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Od nails require additional consideration. SECTION @ INT. BRIG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST DIMENSION OF LARGEST HOLE D (KNOCKOUT EXEMPTS) (see table below) D (see table below) 0E e-4 BE CUT ANYWHERE IN CANTILEV LARGER THAN 1Y2" A %" ROUND HOLE MAY 6" 1 6" ER DO NOT CUT HOLES THE WEB. PROVIDE AT 11 1IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN ly2" Round Hole Diameter (in) 2 3 4 5 6 7 8 8�875 10 11 12 13 Rectangulai Hole Side (in) 2 3 5 6 8 9 10 Any 16" joist Sr an (ft) 8 V-0" V-1" V-2" V-2" V-3" V-3" 1'-7" V-11" 2'4" 2'-9" 3*-2" 31-7" 12 V-0" V-1 " V-2" V-2" V-3" V-9" 2'-4- 2'-11" 3'-7" 4'-2" 4'-9" 5'4" 16 V-0" V- 1 " V-2" V-2" V-7" 2'-5" 3'-21 " 3--10" 4'-9" I 5'-7" 6'-4" 7'-2" 20 V-0- 1'- 1 " 1 V-2" V-2" 17-0" 3'-O'l 4'-0" 1"16--11"IT-11" 81-111, ��l 'r-3" 1 51-1101, 7'-2" 4" 9'-6" 10'-9" 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 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 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. Web Stiffener Fastener Schedule Joist Bearing Location Series I Depth I End Intermediate BCI 5100s� 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8 14" 2-8d 5-8d BCI 6000se BCI 6500s(v 9-1/2" 11-7—/8- 2.8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d F 16" 2-8d 6-8d BCI 60e 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s@ 11 -7/8" 3-16d 3-16d 14" 5-16d 5-16d d 6-16d SIMPS( W/ (22) NAILS I 5/8"0 THRU BOLT SIMPS( W/ (22) NAILS 1 R TRUSS 'OP PLATE J.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR E AND QUANTITY )IFFASTENERS TYPICAL SIMPSON HETA20 Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide I -Joist can be offset 13/4" minimum bearing for each. up to 3" to avoid vertical plumbing E 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10- 1 Od nails. ��Qnstall tight to.top flange, Joist hanqer Nail with Filler block. 10-1 Od nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. /l/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 tc top of bottom flange with 1/4%2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffne - as Web stiffeners are not required when top required if %nger flange is laterally supported by joist hanger. doesn't meet height requirements .17. 0.6 X Joist depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE TH RU STEM-/ SEE PLAN FOR--' FOUNDATION INFO STEM FOUNDATION GRADE — REINF. SEE PLAN 4 * 4 I IT, I fT--1 1-1-1 1771 1 - /-VU LINIAor- 4 rvu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN SIMPSON H10A xll w/ (18) 1 Od x 1 1/2" REQUIRED) NAILS UPLIFT= 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE 12" BELOW GRADE PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE TOP (2) #5's x 4' 0" PENETRATION—\ CENTERED @ PIPE PLUMBING LINE I------------- ---------- - --------- ---------------- 4' A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4' _0" PVC OR SCH40 SLEEVE CENTER ED @ PIPE PENETRATION PLUMBING LINE 7;a— 1 F�__ 4 TO . ... — — A<. * * /./ I 4 -: = 4 01LUIVE-11 r SEE FND. PLN. SIZE & REINF. 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M 3 Virtu I R is , Plans RevieW con ip et ai d al prm e for compliance,Nith :he 2020 :BC 7th Editi by Debm An ie Klahr I I I lX2310 I CN T� 0 (N 0 N C) cN - 04 co C) 0) 0 0 - C*4 0 1 z 0 co Of C) C) 0 CD U') LO > C,,i C-i 4 ql- W Z < Z LU C) z U) 4-111 0) 0 U.J a z d-- UJOO C) 0 Fn U") -0 0 OZ5; 13 LU 0 z W T— < T__q Ln W MW C3 F_ 1-- 1.- 2 0=)O ZOM LLJ >_ M: U) < l- D 2 0 2 § 2 z0fo < <UJW I LL z z z z < z SN1 < z z LLJ UJ _J rl- 0 > LAST PLOT DATE 4-1 z 0 STRUCTURAL .i DETAILS