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--------------I I I I I I I I I I I I I I I I I I I L--------------� 1 I I I I I INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED (2) SHEET METAL SCREWS PER BRACKET (4) HURRICANE BRACKETS 3/8" DIAMETER CEMENT II ANCHORS, TYP 3" TO 5" LONG A/C PAD A/C UNIT HOLD DOWN SCALE: N.T.S. ELL 10'-0" TANK -LESS W/H H C G CORNER OF O 00 97 HOME 5'-0„ U) GARAGE SIDE 6 -CD STUB -OUT FOR O 1'-O" o o ;n GAS METER o N = 00 • 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. 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. 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 w J m c� ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + f + + + + 4 + + + + + + -r } + + + I + + + -+ + + + + i , + + + + + + + + + + r + } + -W(TYP) 6'-0" + + 6-0" + i + + I + ++' + +I +I+ + + t ' 1 , I I , + + t +- + 'r + + T + + T + + + + + �p + + + I I + + + + + + + c7' �-RIDGE LINE 3 SECOND GUST EXPOSURE "C" WIND ZONE 3 SECOND GUST EXPOSURE "C" WIND ZONE 15/32" CDX I PLYWOOD OR 7/16" OSB �+ +•+• 4" O.C. @ GABLE END WALL OR GABLE TRUSS ou r1n'9%a 0"r%I`Ir\ VAMLO �W U V.V. CUVCJ 01 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 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 213/8" 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 BCI®Joist Backer Block Series Thickness Filler Block Thickness 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 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 FILL CELL w Cr C> STD. 90° CONT. #5 HOOK BAR JL STD. 900 HOOK BOND BEAM CONT. #5 BAR #5 CONT. CFROM FOUNDATION TO HIGHEST _— - BOND BEAM BOND BEAM STEP SCALE: N.T.S. FLOOR INTERIOR/EXT WALL SEE :2nd PLAN FOR MORE INFO —CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR 1 SEE PLAN FOR REQ'D '-SHEATHING COLUMN AND ' PER PLAN I CONNECTION r TJI TO BE CUT TO ALLOW i i 1 I FOR BLOCKING/TJI �lMASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH L Solid block all of OF 2nd FLOOR posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) N.T.S. 1/8" min. }Small gap 2" min. Filler blocking 1/8" gap —i 2" max. 4" max. Web Stiffener Fastener Schedule -1 Joist Bearing Location _ v Series Depth End Intermediate -� + ,� 9-1/2" 2-8d2-8d '� BCI 5000s" 11 7/8" 2-8d 3 8d 14" 2-8d 5-8d Clinch nails � 9-1/2" 2-8d 2-8d when \\ BCI6000s® 11-7/8" 2-8d 3-8d possible �- BC16500s® 14" 2-8d 5-8d 1) Support back of web during nailing to prevent damage to 771 =' 16" 2-8d 6-8d 11-7/8" 2-8d_ 3-8d web -flange connection. BCI 60s ® 14" 2-8d 5-8d 2) Block solid between joists for full length of span. Tight fit �� 16" 24d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. joists \ 2x4/Plywood/OSB web stiffener 2" min. 11 7/$" 316d 3-16d BCI 90s® 14" 5_16d 5-16d 4 Place together and nail from each side with 2 rows of 10d nails 1 og 4" max _ 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 16 6 16d - 6 16d Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". Hangers with sides not containing WEB STIFFENER top t. DOUBLE JOIST CONNECTION Birds ouchge cuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls : for vertical load transfer Plumbing III Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls when load bearing - for lateral support when joists most over wall, or wall stacks directly over wall or Load bearing wall must stack beam below _ over squash=20 blocks and I' 1-Load bearing wall must stack over Non -stacking walls blocking and wall or bbelow.* — ___1require additional wall or beam below.* beam ow. Joist 1 consideration. Check local building �T - - f. � When joists meet over wall, provide code for appropriate i I -Joist can be offset 123 1 3/4" minimum bearing for each. details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side L 1 at bearing. Squash block / (2x4 minimum) J Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges i - ' Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel "Non -stacking walls odnails 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) Cp cfl 6" A 1Yz" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" 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 1Y" Any 16' joist Span jRj 12 1'�` 1%-I,.. 16 T_a, 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. 1Y' 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 1Y" 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. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. Install fight to top flange. Joist hanger f 1 l� 11 Filler block. Nail with 1'i 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap 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 fF� o requirements -0.6 X Joist depth o L I -JOISTS BUCKETS N.T.S. SIMPSON MGT w/ (22) 10d — NAILS TYP. 5/8"m THRU BOLT SIMPSON MGT w/(22)10d NAILS TYP. GIRDER TRUSS ik F2"x TOP PLATE 2"x BUILT UP COLUMN TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / H ETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM J SEE PLAN FOR °• a . • FOUNDATION INFO ' d STEM FOUNDATION GRADE REINF. SEE PLAN (2) #5 REBAR A/C CHASE 4" PVC 'L SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION AT MID SPAN SIMPSON i w/ (18) 10d NAILS UPLIFT = T TYPICAL SIMPSON H10A INSTALLATION DOTE: IPLIFT VALUE 3 BASED ON I.P.F. LOCATION OF SECOND H10A (WHEN REQUIRED) TYPICAL SIMPSON MTS/HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION `PVC OR SCH40 SLEEVE / r PLUMBING LINE a L� d �l • a.d d �cZl \ • a d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE .d dO. d . dC G a. a I I II = 1 a I yi d d I I I� rr Q SEE FND. PLN. SIZE & REINF. 16. _ :W j 00 UZW Z O a w w � 0pzL U' -F- nN~ Z 000� ��o�° p W UJ w M 0 3 g Cc, x a >K0 wmQ �++,i0va w 0 0 w Z U Z vO �QZa� =o W aa0W FZw= Z.nw �FZ F- aLL= �m a� I- Z LL wwO�p GC F Z m Z Z w> -V' Z 0 W,�o �zawo ��z- mI wiz o W Z _ J W �c =G cc _ a o ¢ N a3 U W N U-) 00 *C U U, -MM -Z H w w _ m a mmm Mi•M W VJ MW BW rn d m1 o UJ w Z w°N 0 00 3 U- Q W Z Q "i0 14 UJ UJ 0 °0 X a z D 3 �!'ig o- o O z i O Z NO 1\ 0 14 CD e>-+HMO M z Q U') M L f d V) '% V- (AU_ d ^ z 0C V a 00 Q E Z WJ C) 0� Q UJ 0 V z SCALE : AS NOTED DATE : 05-07-2018 SHEET NO. SN 1