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l I I I I I II 1 II ' 1' 11 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH /— WALL SHEATHING 16GAx1-1\2" LONG (3/4"-1" CROWN) MAX- I14 1 16GAx1-1/2" LONG (3/4"-1" STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN 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 H C G O O O 5'-0" a - STUB -OUT FOR O 1'-O" o o LO GAS METER a 0 o CV oz • 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'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'4" (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 AH06K� STD. 900 HOOK BOND BEAM w CONT. #5 BAR > �� BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v 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 SHEATHING PER PLAN COLUMN AND _I� / 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 from STUDS above to bearing below. SECTION @ INT. BRG. WALL DOUBLE JOIST CONSTRUCTION Backer and Filler Block Dimensions (Not required if both loaded equally from above) N.T.S. BCI®Joist Backer Block Thickness Filler Block Thickness Filler blocking i 1/8" min. )Small gap 2" min. Series i 1/8" a / gap 2" max. 4" m max. Web Stiffener Fastener Schedule + Joist arinq Location 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x — i _-__---_ ----- '' Series Depth End r / 1� BCI 5000s 9-1/2 T 2-8d 2-8d_--I 1-1/8" or two 1/2" / r 11-7/8'! 6000s 1.8/1.7 wood panels p 2 x + 5/8" or 3/4' wood panel — p —_ __-- 141, 2-8d 5-8d Clinch nails - when ✓ \ BCI 6000s®� 9-1/2" 11-7/8" 1 2-8d !" ! 2-8d 2-8d 3-8d 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel possible ✓ BCI 6500s ® 14" 2-8d ___ 5_8d_ _ _ 1-118" or two 1/2" 1) Support back of web during nailing to prevent damage to - - - -'- 16" 11-7/8 2-8d 2 8d 6-8d ; 3-8d 60 2.0 wood panels 2 x — + 5/8" or 3!4" wood panel n. 2 glob k full length Tight fit ` BCI 60s® 1_2 8d 5-8d 6-8d solwe-flangld betweenjoistsfor of span. g2x4/PI 1601 2 8d Leave 1/8" 1114 8 902.0 2 x _lumber Double 2 x _lumber 4) Place'oists90 ether andnailfromm each side with 2orows of 10dfnalse t grequired y'^ ood/OSB web stiffener 2" „ min. 4 max. BCI 90s� 5-16d 5-16d when indicated or 16" 6-16d 6-16d J 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 Ya" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER topflange ofctst. DOUBLE JOIST CONNECTION - Birdsmouthuth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 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.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES -� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls higher than 15001b. 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.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Q/ Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls 10d nails require additional consideration. SECTION @ INT. BRG. WALL— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) if 6" A 1Y2" ROUND HOLE MAY 6„ 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1 2" 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 1Y2' -" " - 6i 7 - Q 1 i 1 1S =000* Any 16" joist Span (ft) 8 V-0" V-1" 1'-Z' 1 2" 1'4' T-3" V-7 V-11" 74" 2-9' 32" 3'-T' 12 V-0" T-1" V-2 1, 2" 1 3' V-9" 2'-4" 2'-11" 3-T' 4' 2,. 4-9' S-4" 16 1'-0 1'-1" 1'-2" 1' 2" 1'-T' 2'-6' 3'-2'" 3'-10" 4'-9" 5-T' 6'-4" T-2" 20 1'-0" V-1'" 1'2'" V2" 2'-0" 3'-0" 4' 9' 4'-10" 6-11" 6'-11" 7'-11" 8'-11'" 24 1'-0" 1'-1" 1' 2 i'-3" 2'-6" 3'-T' 4'-9° 6-10" T 2 8'-4" 9' 6 10'-J' 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. 1Y2" 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. N.T.S. Joist hanger �I SIMPSC w/(22)' NAILS 1 5/81 THRU BOLT SIMPSC w/(22)' NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL v Backer block (12" wide min.) -1 I I —III —III —I I — Nail with 10- V nails. —III=1 I 1=1 I 1=I 11= —III _ � Install tight to top flange. SLEEVE THRU STEM a ° a. °. SEE PLAN FOR °• Q . • a • ° ° FOUNDATION INFO a STEM FOUNDATION r—GRADE _oCn,,C eee or nnr \ 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" gaps V° VI JI -I 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. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height F� requirements n -0.6 X Joist p �- depth o��4 `, I -JOISTS BUCKETS N.T.S. tvt_ 111mmoC 4 rV1_ SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN SIMPSON H10A °° w/ (18)10d x 1 1/2" NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" v CENTERED @ PIPE PENETRATION I, Uj=1�1—� ° ° ° a NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN REQUIRED) PLUMBING LINE PVC OR SCH40 SLEEVE 4 -- SEE FND. PLN. SIZE &REINF. - 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0"— CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING G LINE 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 d d ea G d I I-1 11—1 ° I —III —I I —III= a —Mill I I a ° SEE FND. PLN. SIZE & REINF. .may 00 w a y CV ti ;Z o a', crow cc y �a O rL v M N 0 N 0 .CAk`:R:i3s1„�o M V `� ;.. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E N N aC, C�°� N C-,C # J 0 _ °° .2 7 If7 N �Moa a "wa Z ZccC: zoo t ao o o M �� m Lu � N CO J Q vo'�O�'°' -:1!z W Z LOLL z O U ❑UU Z W � N O o m N z � � Q J N C) V) z a o f6 0 g U ! Ly N v J ~ — E 8 d z N C CoCo !® Q N O m w Cl> M w O z 5 Q U_ m z o 0 > <� Q O E oLL z® !— d o E g0 x0 a¢ UO 'U ° °< I— o wz V m� Q1 O U T6o� Nm Z F z m J a� aw 2z S 01 z° Q U 3 a � LLo� a mw W m � Jw = o a 0 c Q = >c.0 LOLO rn Q 0 L0 u , UA, `� m m Lip T Q O - N I iC0 C:) T 0 L 0 Q I M T E M Z Z E C f° E U c - Q O � JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. SN 1