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al ROOF DIAPHRAGM NAILING SCHEDULE FILL CELL �\ STD. 900 HOOK BOND BEAM RIDGE LINE 11 J m + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ... + + + + + + + + + + + + + + + + -0" (TYP.) 6'-0" + 6'-0" + + + + + + + + + . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + /++ ++ + + + + + ++ + + + + + + + + + + + ro + + + + + + + + + + + + + + ++ + ++++++++ + cs' SIMPSON MGT t w/ (22)10d —� I I ,,,,, TUi cr STD. 90° -� CONT. #5 I NAILS TYPI I I �-GIRDER TRUSS- I �\ Uvlv I .a HOOK I II (� bHn LX I UP F'LA It: BAR Uu 5/81 #5 CONT. THRU FROM BOLT 15/32" CDX FOUNDATION PLYWOOD OR 7/16" OSB TO HIGHEST BOND BEAM BOND BEAM STEP 2 X B.U.0 — _J RIDGE LINE 140 MPH (1.1103 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE SCALE: N.T.S. SIMPSON MGT w/ (22)10d a 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 NAILS TYP. 2nd FLOOR INTERIOR/EXT WALL SEE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER PLAN FOR MORE INFO RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER CONT. BASE PLATE 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH BEARING COLUMN TYPICAL SIMPSON MGT TO SIMPSON HETA20 / HETAL20 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER SEE PLAN FOR REQ'D PLYWOOD FLOOR SHEATHING PER PLAN BUILT-UP COLUMN DETAIL INSTALLATION MID SPAN @ 21NCH NAIL LENGTH 2INCH NAIL LENGTH COLUMN AND FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED NOTE: CONNECTION TJI TO BE CUT TO ALLOW 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. FOR BLOCKING/TJI NOTE: 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. .:'. UPLIFT VALUE 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS MASONRY WALL OR ""' �' IS BASED ON OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. INTERIOR BRG. WALL S.P.F. TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR STUDS � LOCATION OF above to bearing below. SECOND H10A SECTION @ INT. BRIG. WALL SIMPSON H10A • ° (WHEN DOUBLE JOIST CONSTRUCTION ;;:::;�: ,• Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/el 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 1.8/1.7 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 (Not required if both loaded equally from above) N.T.S. w/ (18) 10d x 1 1/2" REQUIRED) + - NAILS Filler blocking 1/8" min. 2" min. UPLIFT = 1015# 2" max " . }Small gap 1/8"gap 1-1� 4max. i k � 17• 4 i Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 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 10d nails 2x4/Plywood/OSB web stiffener 2" min. " 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., cinched when possible. Stagger rows from opposite required when indicated or 4max. Web Stiffener Fastener Schedule Joist Bring Location Series Depth End Intermediate BCI5000s ® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d BCI6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 238d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI600 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s®5-16d 3-16d 3-16d n16"' 5-16d 6-16d 6-16d TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H10A INSTALLATION INSTALLATION 4" MIN. EMBEDMENT SEE SCHEDULE FOR O SIZE AND QUANTITY O 0 6 OF FASTENERS 6 - 6 0 6 0 6 6 6 0 6 O - Hangers with side nailing. 6 6 OF THE JOIST ASA REQUIRED LEAVINGYs" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER 6 6 top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads o higher than 15001b. m BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1 900 plf max. along bearing wall TYPICAL SIMPSON HETA20 / TYPICAL SIMPSON MTS BEARING use 3" (10d) nails at 6" o.c. Required on interior walls: -for vertical load transfer Plumbing H ETAL20 INSTALLATION / HTS INSTALLATION Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls when load bearing - for lateral support when joists Load bearing wall must stack meet over wall, or wall stacks directly over wall or 'Non -stacking walls oversquash=20 blocks and beam below Load bearing wall must stack over require additional wall or beam below.* blocking and wall or beam below.* Joist consideration. Check -S When joists meet over wall, provide local building j 1 /16" up to t can avoid offset code for appropriate 1 3/4" minimum bearing for each. u to 3" to avoid PLUMBING LINE details in One 10d box vertical plumbing TOP (2) #5's x 4'-0 lateral load. nail each side 3" max areas=20 of high or=20 sinker CENETERED'@ PIPE PVC OR SCH40 SLEEVE 10 10'-0" at bearing. A/C CHASE 4" PVC PENETRATION TANK -LESS W/H JOISTS OFFSET SLEEVE THRU STEM N.T.S. WALL 4 G a v < ° CORNER OF Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist - ° • � ' I HOME H C G blocking panel *Non -stacking walls r� -I q ° 4 ' Squash bkx* 10d nails require additional consideration. oo I I I I - GARAGE SIDE 0 0 0 SECTION INT. BRG. WALL I • (2x4 minimum) FINI GRADE " a - • 5 -0 o Bearing wall, Versa -Lam LVL or N.T.S. _ STUB -OUT FOR 1'-0" o GAS METER 0 1 o Glulam Beam U — — O F. N °x NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST — SEE FND. PLN. KNOCKOUTS) ALLOWED Backer block (12" wide min.) IN BEARING ZONES p DIMENSION OF LARGEST HOLE Nail with 10-10d nails. - — SIZE & REINF. (see table below) (KNOCKOUT EXEMPTS) D Install tight to top flange. SLEEVE THRU STEM ' ' .: w • MEASUREMENTS ARE FROM FINISHED FLOOR (see table below) .. T 12 BELOW PIPE VERTICAL THRU FND. • ROUGH -IN GAS TO RIGHT ALWAYS - 12" OFF -CENTER DO NOT cut, notch SEE PLAN FOR •. • GRADE ( ) " or drill flanges Joist hanger FOUNDATION INFO • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12 OFF -CENTER g ' °• ❑to STEM FOUNDATION GAS CONNECTION DETAIL TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE ** ** " A 1Y" ROUND HOLE MAY " O NOT CUT HOLES GRADE ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY 6 BE CUT ANYWHERE IN 6 6 Filler block. REINF. SEE PLAN CENETERED @PIPE THE WEB. PROVIDE AT CANTILEVER LARGER THAN 1Yz" Nail with PENETRATION PLUMBING LINE ROUND IN 10-10d nails. LEAST 3" OF CLEARANCE ° CANTILEVERS. Backer block required where to q ° � 4 FROM OTHER HOLES p n a V MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1YzInstall tight to top flange. " mount hanger load exceeds 250 lbs. < T : a'° ° —� 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'-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. 15'-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 8 V-0" 1'1" 1'-2" V-2" V-3" 1'-3" 1'4" 1'-11w 2'-4- 2!-9w 3'-2- 3.-7- Any 16" joist 12 1'-0" 1'-1" 1'-2" 1'-2" V-3" 1'-9" 2'-4" 2'41" 3'-7" 44'-2" 4'-9" 5'-4" Span (ft) 16 1'-0" 1'-l" 1'-2" V-2" V-7" 2'-0" 3'-2" 3'-10" 4'-9" 5'4' 6'4" 7' 2" 20 1'-0" V-1" 1'-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6'41" 7'-11" 8'-11" 24 V-0" 1'-1" 1'-2" 1'-3" 2'-5" W-7" 4'-9" 5'-10" 7'-2" 8'-4" 9'-6" 10 =9" 1/4"-2" gap I • IF.. • • a - ° i SEE FND. PLN. Backer Block A/C CHASE 4" PVC (2) #5 REBAR SIZE & REINF. "Top Mount" "Face Mount" SLEEVE THRU FOOTING NOTES: Backer block shall be tight Backer block shall be tight 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 eb sti. . ffner as TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE 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 CENETERED @ PIPE 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 PENETRATION FIf PLUMBING LINE 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE height TYPFNDPENETRATIONS MEMBER CONDITIONS. requirements a TV, [41 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 ° ev THE LARGEST HOLE. 0.6 X Joist • O 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. o depth _ — a : ' G . a 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. -R — 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. \10��113i1fOttt Pp,�t `motNN °°.... NS E ° o • ° ° Cd 0 °. �s OFESS\ �� "Pot t I I I It%%1 A\\\\\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H Q u� E �p Co N N ik 0 0 g N p,N S °Np LL LL de l ID LL" LL a a - a N-.1W . N�ii (Lii �O Z vrn°' z° g �:? mmoo W 2 E T J in LL v Mz ¢O� N ¢ Z O U 131300 W z C z � J d 04 N CD z QD �CJ o O e w � N c E r.t Q 14 W M M o i a LL- za s >Q aN Q o E v E H � oZ = �� �® OOU Z O E N �a ay 1 QZ w0 0¢ K wZ W�� �o gw z_p �v J 'm<w a z to N 3 $� WU W >S i 3 �i; a mw �G �j• _! C)aF yw =� �F i0 co 0a �M 0 = > cj- rn m L 10 C) ,� > M .-. m— CO 76 a Mgt■� N Q T E T co M r Z z E E t6 a U Q p JOB NO: 20-0564 SCALE : AS NOTED SHEET NO. SN 1