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a d CD J in O I N a rn s 0 J L0 0 I N c 3 a N N a E x oil O U 0 N 0 U i z I Y i 0 J a� tZ N N n S 0 a rn N N a W Cr ii ROOF DIAPHRAGM NAILING SCHEDULE FILL CELL STD, 900 HOOK BOND BEAM RIDGE LINE �,11 J Q + + + + + + + + + + + + + + + + + + + + t + + + + + + + + + + + + + + q + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + t + + + + + + + t + + + t + + + + + + + + + + + + + + + + + 4 + + '_0" (TYP.) + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + c + + + + + + + + + + + + + + + + + + t + + t ip + + + + + + + + + + + t + + + + + + + + + + + + + I + + SIMPSON MGT w/ (22)10d t w NAILS TYP. `GIRDER TRUSS > STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR 2X TOP PLATE #5 CONT. 5/8"0 THRU BOLT FROM 1L/32" CDX FOUNDATION p PLYWOOD OR TO HIGHEST 7/16" OSB BOND BEAM BOND BEAM STEP 2 X B.u.c a _J RIDGE LINE 140 MPH (l lt)3 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 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & 2nd FLOOR NAILS TYP. + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 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 H ETA20 / HETAL20 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER SEE PLAN FOR REQ'D PLYWOOD FLOOR INSTALLATION MID SPAN 21NCH NAIL LENGTH 21NCH NAIL LENGTH COLUMN AND SHEATHING PER PLAN BUILT-UP COLUMN DETAIL @ FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED CONNECTION TJI TO BE CUT TO ALLOW NOTE: NOTE: 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. FOR BLOCKING/TJI 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 A "1 0 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 FLOORSTUDS � LOCATION OF above to bearing below. ' SECOND H10A = (WHEN DOUBLE JOIST CONSTRUCTION SECTION @ INT. BRG. WALL ! SIMPSONH10A ff REQUIRED) r Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 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 ,Hood 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 N.T.S. : ; w/ (18)10d x 1 1/2 (Not required if both loaded equally from above) r NAILS Filler blocking x ° / i 1/8" min. ) Small gap 2" min. UPLIFT = 1015# 2" max. 4" max. 1/8"gap Web Stiffener Fastener Schedule � 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. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails 4" max. % • CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o c clinched when possible Stagger rows from opposite required when indicated or Joist aring Location Series Depth I End Intermediate ®-8d l BCI 5000s 11-7/8"' 2-8d 2-8d 3-8d 14" 2-8d 5- BCI 6000s® BC16500s8 9-1/2" 11-7/8" 2-8d 2-8d 2-8d I 3-8d 14" 2-8d I 5-8d 16" 2-8d I 6-8d BCI600 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/ " 1 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d TYPICAL SIMPSON LUS/NUS/HUC INSTALLATION TYPICAL SIMPSON H10A INSTALLATION 4" MIN. EMBEDMENT SEE SCHEDULE FOR O SIZE AND QUANTITY O O 6 OF FASTENERS O 6 6 6 6 66 OF THE JOIST ASA REQUIRED LEAVING Y8" GAP TOP sides b 6". - Hangers with side nailing. 6 6 6 @ Y -Hangers with sides not containing WEB STIFFENER 6 top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads u N.T.S. higher than 15001b. ` BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1900plf 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 ring walls when load bearing - for lateral support when joists Load bearing wall must stalk meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over * over squash=20 blocks and Non -stacking walls wall or beam below.* blocking and wall or beam below.* require additional � Joist consideration. Check � I When joists meet over wall, provide �1/16" 13/4" minimum bearing for each. I -Joist can be offset local building ear code for appropriate up to 3" to avoid PLUMBING LINE details in One 10d box areas=20 of high or--20 sinker vertical plumbing TOP (2) #5's x 4'-0" CENETERED @ PIPE PVC OR SCH40 SLEEVE lateral load. nail each side � 3" max 10'-0" 7 op at bearing• JOISTS OFFSET A/C CHASE 4" PVC- PENETRATION TANK -LESS W/H �' N.T.S. SLEEVE THRU WTAEM d d a < < A Provide adequate bearingLL .. CORNER OF for each lapped joist. Use 10dx3" blocking panelllNon-stack ngall walls * = - joista ffl,7HO ME H C G 10d nails require additional consideration. oo GARAGE SIDE 0 O O Squash block SECTION INT. BRG. WALL FINI GRADE@ I (2x4 minimum) _ _ 5'-0" 0 o Bearing wall, Versa -Lam LVL or N.T.S. STUB -OUT FOR O o o ;n Glulam Beam GAS METER ' � U O r- iv = NO HOLES (EXCEPT — SEE FND. PLN. KNOCKOUTS) ALLOWED MINIMUM SPACING = 2x GREATEST 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 — \--G" BELOW PIPE VERTICAL THRU FND. • MEASUREMENTS ARE FROM FINISHED FLOOR (see table below) �� • .' T GRADE • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER DO NOT cut, notch Joist hanger SEE PLAN FOR : < a . • � a • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER or drill flanges FOUNDATION INFO ❑ :� = STEM FOUNDATION ' PVC OR SCH40 SLEEVE GAS CONNECTION DETAIL GRADE TOP (2) #5's x 4' -0" '*ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"* 6„ A 1Yz" ROUND HOLE MAY 6" 6,� DO NOT CUT HOLES Filler block. REINF. SEE PLAN CENETERED @PIPE BE UT ANYWHE IN CANTILEVER LARGER THAN 1Y2" Nail with PENETRATION PLUMBING LINE THE WEB. PROVIDE AT ROUND IN 10-10d nails. _\ F LEAST 3" OF CLEARANCE CANTILEVERS. ° a a d Balker block required where top .. �� FROM OTHER HOLES mount hanger load exceeds 250 lbs. *'A d MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1X" Install fight to top flange. 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. 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. V-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. 164" (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" V-1" V-2" V-2" 1'-3" V-3" V-7" 1'-11" 2'-4" 1 2'-9" 3'-2" Any 16" joist 12 V-0" V-1" 1'-2" V-2" V-3" V-9" 2'-4" 2'41" 3'-7" 4'-2" 4'-9" Span (ft) 16 V-0" V-1" 1'-2" V-2" V-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'4" 6'-4" 7'-2" 20 V-0" 1'4" 1'-2" 1'-2" T-0" 3'-0" 4'-0" 4'-10" 5'41" W-11" 7'-11" W-11" 24 V-0" 1'4" 1'-2" V-3" 2'-5" 3'-7" 4'-9" 5'-10" T-2" 8'4" 9'-6" 10'-9" C 1/4%2" gap ? I� v a B-74 j 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 fight 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 stiffner 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 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 TYP. FND. PENETRATIONS MEMBER CONDITIONS. requirements d 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 AC THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. a 0.6 X Joist ° e depth — a a a ° a . 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE lY" KNOCKOUT HOLES TURNED WITHER a e 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 CALL 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. /V�l SE '• y�P mil, .� LID .,... "OF ESS10� ,\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 14 # = W Oy c, p, N co N IJLLLaa Q �LL�J�21 W ai rn� SZ a Lu s W p c Z -0U 0 X o i W rS mmso �EO7O1 Jc�� O G Z N �Z U � 5 � A;z c'f Z U ❑��❑ W z z z g J a � �N z 0 Ul U w c = o g �_ I `I co Cl) o� w Z 14aE U_ i o so > a0 zo I— o E Q�� g V U0 a� W � 0U z N �o X� a , .� fi6 C� - as �m mp Z LL >� z N J y � atl g� o W Q 3o �LL a awU € CDw� JY �5 ;o a= _� ° J �N > d' m L 10 �\ > T C m T g, T .= T O T T E m T M \ y N c Z Z E O E r M C a U J Q p JOB NO: 20-0552 SCALE : AS NOTED SHEET NO. SN 1