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M W i a 0 on N 0 g av C a G 9 c LZ 0 0 UI 19 2 i a i I 4. J t.. 0 M 19 16 Cl M U W �i FILL CELL STD. 900 HOOK BOND BEAM SIMPSON MGT w/(22)10d w NAILS TYP. GIRDER TRUSS STD. 90° CONT. #5 BAR CONT. #5 HOOK 2X TOP PLATE BAR - 5/81:-=:"• THRU BOLT FROM FOUNDATION u L TO HIGHEST BOND BEAM 2 X B.U.0 BOND BEAM STEP SCALE: N.T.S. SIMPSON MGT w/(22)10d ° NAILS TYP. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO BEARING COLUMN' 1 i �CONT. BASE PLATE TYPICAL SIMPSON MGT TO SIMPSON META12 / META12 TSS SEE PLAN FORREQ'D ! y':=:: =. SH AT0INGP FLOOR BUILT-UP COLUMN DETAIL INSTALLATION @ MID SPAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW ..�� NOTE: FORBLOCKING/TJI UPLIFT VALUE - """'• IS BASED ON —MASONRY WALL OR -',-�l1 INTERIOR BRG. WALL / TJI PER PLAN o l S.P.F. OTHERWISE SOLID BLOCKING TO MATCH ` # OF 2nd FLOOR Solid block all posts from LOCATION OF above to bearing below. STUDS SECOND H10A SECTION INT. BRG. WALL (Q� :`"a =`.� (WHEN SIMPSON H11 ' DOUBLE JOIST CONSTRUCTION `- `�`;�:-;;:: w/ (18)10d x 1 1/2" REQUIRED) 1 (Not required if both loaded equally from above) N.T.S. NAILS ` Filler blocking 1/8" min. } Small gap 2" min. UPLIFT =1015# 2" max. max . x. 1/8"gap Web stiffener Fastener schedule aring. ocation TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H10A Joist BeL �_ Series Depth End Intermediate INSTALLATION _'j j Bcl 5000s® 8" 2-8d- 3.8d INSTALLATION 14 2-8d -8d Clinch nails � i 9-1/2" 12-8d 2-8d when ✓ BCI 6000s® 11-7/8" 1 2-8_ d 3-8d possible �' O 14" 2-8d _ 5-8d ! 4" MIN. EMBEDMENT BCI 6500s SEE SCHEDULE FOR 1) Support back of web during nailing to prevent damage to 11 �/8 22 gd g-gd o SIZE AND QUANTITY - web -flange connection. -- BCI 60s® 14 2-88- d 5 8d OF FASTENERS o 2) Block solid between joists for full length of span. Tight fit -- 16" 2-8d 6-8d 1 �� 3-16d 3) Leave 1/8 gap between top of filler blocking and bottom of top flange. 11 7/ " 3-16d 2x4/PI ood/OSB web stiffener 2" min. ® 1_ ° " •' 4 Place joists together and nail from each side with 2 rows of 10d nails required when indicated or �16" 6-16d 6-16d ° 1bUAX1-1\1 LUNU (d/4 -1 UKUVVN) ,I�- p 99 pig L l 16GAx1-1 /2" LONG 3/4"-1" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT ) at 12" o.c., clinched when possible. Stagger rows from opposite - gnailing.4" max. B s STAPLES @ 6" O.C. VERT BETWEEN I ( Hangers with side STUDS (NOTED THUS:-) -OFFSET I I I I I I CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER O.C. VERT INTO STUDS top flange of joist. STAPLES BETWEEN STUDS AS SHOWN - Birdsmouth cuts. N.T.S. ° (NOTED THUS:-) DOUBLE JOIST CONNECTION - Under 2ndfloor column w/loads ° o N.T.S. higher than 15001b. i METAL LATH ATTACHMENT DETAIL BLOCKING PANEL, INTERIOR TYPICAL SIMPSON META12 / TYPICAL SIMPSON MTS SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall REV. 09.24.21 SCALE: 3/4" = 1'-0" g Plumbing *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* BEARING Use 3" (10d) nails at 6" O.C. Required on interior walls: - for vertical load transfer g / HTS INSTALLATION =� Load bearing walls when load bearing - for lateral support when joists META12 TSS INSTALLATION **ONLY APPLIES TO LENNAR TPA/JAX** Vertical load transfer =1900 plf max along load bearing wall. meet over wall, or wall stacks directly over wall or Load bearing wall must stack ,; ', Ir '..-1 beam below Load bearing wall must stack over *Non -stacking walls over squash=20 blocks and blocking and wall or beam below.* - - -" require additional wall or beam below.* e\ Joist consideration. Check ' ) When joists meet over wall, provide local building 1/16F '= I -Joist can be offset " i 1 3/4" minimum bearing for each. PLUMBING LINE code for appropriate J -- up to 3" to avoid details in One 10d box ik areas=20 of high or=20 sinkePVC OR SCH40 SLEEVE r f L vertical plumbing TOP (2) #5's x 4 -0" lateral load. nail each side 1 I 3" max CENTERED @PIPE „ A/C CHASE 4" PVC PENETRATION TANK -LESS W/H at bearing. f..C,_ -1-,'� JOISTS OFFSET SLEEVE THRU STEM 11 �... N.T.S. WALL d 4 o ° • — e Provide adequate bearing -III- - 'd- Use 10dx3" nails at 6"o.c. for all joist °• n ''"' '�' ° ° for each lapped joist. -. -''- - --- _ --LL-� CORNER OF blocking panel *Non -stacking walls _ _ _ -�I= • = HOME H C G Squash block 10d nails require additional consideration. - 00 FINI GRADE (2x4 minimum) � r Tr GARAGE SIDE 0 0 o SECTION INT. BRIG. WALL _ _ �- � •• 5'-O,r o Bearing wall, Versa -Lam LVL or N.T.S. STUB -OUT FOR 11-001 o o ' Glulam Beam O o to GAS METER q - - I SEE FND. PLN. $ NO HOLES EXCEPT 12" wide min. MINIMUM SPACING = 2x GREATEST - �- ( ) _ _ _ - - _ - _ - _ _ _ _ - _ - _ - - - KNOCKOUTS - -- -- ----------- N ) ALLOWED Nail with 10-10d nails. DIMENSION OF LARGEST HOLE ' Backer block IN BEARING ZONES D (KNOCKOUT EXEMPTS) T '. ,,' ,...\ .,Install tight to top flange. SLEEVE THRU STEM - 12"BELOW (see table below) D T PIPE VERTICAL THRU FND. • MEASUREMENTS ARE FROM FINISHED FLOOR (see table below) GRADE � „- i i �. K �, SEE PLAN FOR •. • ...; . • • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER DO NOT cut, notch Joist hanger < a , °.. • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER or drill flanges 1 �L FOUNDATION INFO STEM FOUNDATION ,.. � is -, TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE GAS CONNECTION DETAIL �1 ;- Y j GRADE REINF. SEE PLAN CENTERED @PIPE ** ** : <` A 1Y2' ROUND HOLE MAY " .� DO NOT CUT HOLES I Filler block. PLUMBING LINE ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY BE CUT ANYWHERE IN 6 6 Nail with PENETRATION CANTILEVER LARGER THAN 1Yz' ;_ \ IL THE WEB. PROVIDE AT ROUND IN ] 10-10d nails. ° LEAST 3" OF CLEARANCE CANTILEVERS. Backer block required where top n ' ° aA ° FROM OTHER HOLES mount hanger load exceeds 250 lbs. MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" Install fight to top flange. ° e 8 I -U' V-1" 1' Z' 1 _2.. 1'-3' 1-3' 1'-7"' T-11" 2-0" --9" 3' 2' 3' T' - 1/4"-2„ gap �I_ q to ? • a . • 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 V-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'-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. 1514" (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 5000s 1.8/1.7 3/4" orp 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 2 x - lumber Double 2 x - lumber Arty. 16" joist -- - 12 T-0" 1--1" 1' 2' 1-2" 1'-3' T-9' 2-4" 2'-11" 3- 4' 2" 16 1'•-0" 1'4' 1' Z' 12 1 T' 7-6' 3-2' 3-101, 4-9' S-T, �; T 2. SEE FND. PLN. 20 T-a' V-1" 1' 2" 1-2" 2'-0" 3-a' 4-a' 4'-10" 6-11" 6'-11" T-11" 8'-11" (2) #5 REBAR SIZE & REINF. - - - - - - ---- � Backer Block �� A/C CHASE 4" PVC 24 1'-0P' 1'-1" 1' 2' i'-3" 7�' 3' T' 4-9" 5-10" T 2' 8'-0 9r-6' 10 -9 "Top Mount" Backer block shall be tight Backer block sha be tight SLEEVE THRU FOOTING NOTES: MONO FOUNDATION PIPE PERPENDICULAR TO FND. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. to bottom of top flange with to top of bottom flange with 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. flange. flange. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS Web stiffner as TOP THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF Web stiffeners are not required when top required if hanger CENTERREDD @PIPE x 4'-0" PVC OR SCH40 SLEEVE A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. flange is laterally supported by joist hanger. doesn't meet PENETRATIONFl- 5.PLUMBING LINE THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE height TYP. FND. PENETRATIONS MEMBER CONDITIONS. = requirements 4 ° ° — °a a 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF SCALE: N.T.S. - - a _ °° 0.6 X Joist 4 v THE LARGEST HOLE. de th _ ° o ° ° I - 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. i° iL p 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1y KNOCKOUT HOLES TURNED WITHER UP OR DOWN. �_ �/� ,�� -'y ' a 4--�-- • - rr 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. I -JOISTS BUCKETS SEE FND. PLN. HOLE CUTTING CHART N.T.S. SIZE &REINF. N.T.S. N � X L. c�• r1. � : d � y � tz LD < t= = 4- G ry W L - 4. U C-O •a� OF �, �, *• L ? ••"� i F O � q ••'• •......••'• 4+ To the best of the Engineers knowledge, information and belief, the structural plans and spedflcations 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 S H £ c,Nr` C-,8 C uLL a 0 Z-��pppOvqqy�7 �oLu Cr a a d ILW°'°i d Z Nz IYy O = o�5 1S W M � V Z NNQ M Z �S z a a 13 - N zCz �4-J LL C_ fp W U � O c N ra w _ I _ :E Q Y 8 41 o �w N J E i p 3 �° rco O wo 50o U Z Q E �4 $ g� C �o zCnCZ !J7 J m g 0 W a� �� U �W J g CID Wa$ > LO 0 ' � O N co Cr CO CNII N O 0) N LO M T M N y ° Z z ° E N E v W C c JOB NO: 22-02368 SCALE : AS NOTED SHEET NO. SN 1