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THIS DETAIL ONLY REFERS-) 70 THE DIAMOND-M'SH EXPANDED METAL LATH ATTACHMENT. WALL SHEATHING METAL LATH --- X F_4, L 16GAx1-V_" LONG (31`,4%" C'OWNi STAPLES �W 6�" 0�,C. VERT BETWEEN 16GAxi-l! LONG i,3[4%1` STUDS kNOTED -1 HUS. ROO/N) STAPLES �!4� 6" C) STAPLES BETVNlEN STUDS AS SHO'�Afl C� 'VERT It-,ITO STUDS (NOTED THU&� METAL LATH ATTAUt-71MENT DETAIL REV. 09,24.21 SCALE: 314" = V-0` 7 0 4DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 13�` .1 LATH - 'ONLY APPLIES TO LENNAR TPA/JAX+* 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/HIORIZONITALLY 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 C1 063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C 186 1. CORNER OF HOME GARAGE SIDE 10, TANK -LESS W/H STUB -OUT FOR -1 0 i GAS METER 9 H C G 000 C) 1,-0., L = - , 9-10 0 0 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 MAXIMUMLENGTH 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-l" (2) 16d TOENAILS 2" X 6" @ 24-1 O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111-01, (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" 1 (3) 16d TOENAILS 2" X 12" @ 24" O.C. 164" 1 (1) SIMPSON HTS20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 0_1 + + + 0 . . . . . . . . . . . . . . . . . . . . . . . + + + + . . . . . . . . . . . . . ... . . + 4f . . . . . . . . . . . . . . . . . . . . . . . + + + + + + 4 + + + I -01, (TYP.) _,",TYP` + 4'-0" 4'-0" + + + + + + + + + 4 + + + + + + + 4 + + -±-,+ W + + + + 4 4- + 15/32" CDX co + 4 + + < . PLYWOOD OR 0 + + I-F + 7/16" OSB + 4 + + + + + + + + . . . . . . . . . . . . . . +/++4 + f + + . . . . . . . + + + + + i- + + 4 + + + + + + + + . . . . . . . . . . . . . . + + -I- + + + + . . . + + . . . . . . 4. 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: * FOR 8d RING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE 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 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 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 wood panels 2 x - + 5/8" or 3/4" wood panel 902.0 2 x - lumber ' Double 2 x - lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) 1/8" gap Filler blocking 4" FILL CELL STD. 90* HOOK BOND BEAM U, W ...... ...... ............... Him STD. 900 CONT. #5 > CONT. #5 HOOK BAR BAR #5 CONT. FROM ... FOUNDATION TO HIGHEST B ND BEAM BOND BEAM STEP 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 AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts fr m STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 118" min 21' min. ' Small gap 2" " ax. 4 max. Clinch nails when e possibi 1) Support back of web during nailing to prevent damage to web -flange connection. Tight fit ------ 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 1 Od nails 2x4/Plywood/OSB web stiffener 2" min. 2x : CO NTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4" . 16 6- - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" 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 cohimn w/ lowis N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pff max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and 0' require additional wall or beam below.* w k consideration. Check _f local building code for appropriate details in One 1 Od box areas=20 of high or=21 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam VL or Glulam Beam 0 NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking I ]-i-T' 11 ndl n;;ilq;;t 6" o r Provide adequate bearing for each lapped joist. 10d nails SECTION @ INT. BRG. WALL N.T.S. 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.* 'oc ' Web Stiffener Fastener Schedule Joist B arinq Location Series --b-epth I End Intermediate BC1 5000so 1-1/2" 2-11d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BC16000so BCI 6500su 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 60so 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 " 16d 6-16d SIMPSC wl (22) NAILS I 5/8"0 THRU BOLT SIMPS( wl (22) NAILS I R TRUSS 'OP PLATE J.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION TYPICAL SIMPSON HETA20 Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide 1314" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing E 3" max JOISTS OFFSET Whe &1 3 4 Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. MINIMUM SPACING 2x GREATEST DIMENSION OF LARGEST HOLE D NOCKOUT EXEMPTS) (see table below) D (see table below) 1 (0 G—LE] C. ffim -1=0 CANTILEVER LARGER THAN 6" A 1Y2" ROUND HOLE MAY 6" 1 6" DO NOT CUT HOLES BE CUT ANYWHERE IN THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN ly2" TJZ 0 ILEVER BONN= 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 BYANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Backer block (12" wide min.) Nail with 10- 1 Od nails. nstall tight to top flange. JC Nail with Filler block. 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 114"-2" gap- �'z 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 D depth I -JOISTS BUCKETS N.T.S. AIN. EMBEDMENT SCHEDULEFOR :_ AND QUANTITY )FFASTENERS SIMPSON HETA20 HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN SIMPSON H10A X1 1 /2' w/ (18) 1 Od x 1 1/2" REQUIRED) NAILS UPLIFT = 1015# 0154 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'4' CENTERED @ PIPE PVC OR SCH40 SLEEVE A/C CHASE 4" PVC- PENETRATION SLEEVE THRU STEM WALL i--::::l 1 rEEI 1 Eld 1 4 . . . . . . L _4. :4 FINI�H GRADE �=Li al SLEEVE THRU STEM--/ SEEPLANFOR--' * 4 FOUNDATION INFO STEM FOUNDATION GRADE REINF. SEE PLAN X X FlIEF, r 4 11 4 A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SEE FND. PLN. SIZE & REINF. 12" BELOW GRADE PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENTERED @ PIPE PLUMBING LINE PENETRATION-\ - - - - - - - - - - - - - - - - - - - - - - - - ------------------------- .. . (.0 0 <. 0 SEE FND. P�LNA. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED@ PI E PENETRATION PLUMBING LINE 4 -1 T 2 8 SEE FND. PLN. 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