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INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-1 1/R-1 3 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION (GARAGE/ LIVING) R-1 1/R-1 3 KRAFT FACED 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) USP HTW20 OR (3) 16d TOENAILS 2" X 12" @ 16' O.C. 19'-3" (1) USP HTW20 OR (4) 16d TOENAILS 2' X 4' @ 24' O.C. 6-11- (2) 16d TOENAILS 2' X 6' @ 24' O.C. 81-6" (2) 16d TOENAILS 2- X 8' @ 24' O.C. 11 1-0" (2) 16d TOENAILS 2" X 10' @ 24' O.C. 1IT-O" (3) 16d TOENAILS 2' X 12' @ 24" O.C. 15'-4" (1) USP HTW20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING A/C UNIT NSHEET METAL EWS PER BRACKET �4gHURRICANE CKETS LONG -3/8" DIAMETER CEMENT ANCHORS, TYP 3' TO 5- A/C PAD A/C UNIT HOLD DOWN SCALE: N.T.S. ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE Uj . . . . . . . . . . . . N . . . . . . . . . . . . . . + + . . . . . . . . :� . . . . . . . . . . . . . . . . * . . . . . . . . . . &D .. . . . . . . . . . . . . . . 4- + + . . . . . . . ... . . . . . . . . . . . . . .. . . * + 4- + + 4 + + + ,_0"(TYP, + '-0- (TYP.) V-0-+ 6'-0' + + + + + 4 + + + + + + + + + + + + f- + + _+ + LU + . . + + . . 1- + 15/32" CDX _J + Co + 4 < + + + 4 + + + + PLYWOOD OR + + i - , + + 7/16" OSB + + + 4 + + + + + + . . . . . . . . . . . . + +1 + + + . . /++4 . . . . . . . f- + -4 . . . . . . . . . . . . + + . . . . . + + + + + + . . . . . . \—RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE"C"WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C"WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & ,V O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" D.C. EDGES & 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: r FOR 8d RING SHANK NAILS 0.1 13x 2x 3/8"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 BCIOJoist 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 2x + 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 2x + 5/8" or 3/4" wood panel 902.0 2 x - lumber Double 2 x - lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking gap FILL CELL 60 STD. 90' HOOK BOND BEAM USP MU( CONT. #5 BAR 5/8"o #5 CONT THRU BOLT FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. _2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW dblockall FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION INT. BRIG. WALL N.T.S. 1/8" min. 2'rn n. Small 2" max ga p " . 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. ght fit 2) Block solid between joists for full length of span. Ti 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 1 Od nails 2x4/Plywood/OSB web stiffener 2" min. 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or " max. 16" 1 6- OF THE JOIST ASA REQUIRED LEAVING Y8"GAP @ TOP sides by 6". - Hangers with side nailing. - Hangers with sides not containing top flange of joist. WEB STIFFENER DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads high r th- i rnnih SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack L' *Non -stacking walls 0 over squash=20 blocks and require additional w wall or beam below.* consideration. Check local building Eh_:0_f k1/16" code for appropriate details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side at bearing. Boise Joist Blocking Use 3" (1 Od) nails at 6" o.c. Load bearing walls -7 Provide adequate bearing for each lapped joist. Squash block Od nails SECTION INT. BRIG. WALL (2x4 minimum) Bearing wall, Versa -Lam LVL or N.T.S. S Glulam Beam I10' sa;Lam LVL or K CKOUTS) ALL NO OWED MINIMUM SPACING 2x GREATEST DIMENSION OF LARGEST HOLE IN BEARING ZONES (se, D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges I BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pff max. along bearing wall Required on interior walls: - for vertical load transfer 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.* Use 1063" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. CD O—L—D JI/2" ROUND HOLE 6" 6" BE CUT ANYWHERE IN LARGER THAN 1J/2" MAY IDO NOT CUT HOLES THE WEB. PROVIDE AT CANTILEVER ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN N lt� 3 10 W,-Hde sidb 2 RL� 9 Any 16- joist 3 pan (ft) I 8 '-0" T-11" V-Z' 1�-2" V-3" V-3* T-T' V-11" 2-4' 2-9" 3'-Z' 3-7' 12 1'--9' T-11" T-Z' l'-2" 1'-3" T-9* 7-41" 2-11" 3'-T* 4-21' 4'-g* 16, V-a', V-11, I V -2", V-T', 7-5", 3-2` 3-10", 4'-g' ;7%7' 6-4- 7-1- [20 1 1'-U' I V-1--1 -1 zv - I 3 , -0`14'-0" 124 1 V-0" I V-1" I 1'-Z'l -3" 12'-9'1 3--r' 14'-9" 6-110"1 T-2" 1 &4' 1 9'-6' 110'-' 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. A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 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 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 1Y2" 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. Web Stiffener Fastener Schedule Joist Bearing ocation Series I Depth I End Intermediate @ BC15000s 9-1/2" 2-8d 2-8d 11 -7/8" 2-8d 3-8d 14" 2-8d 5-8d 0 BC16000s BCI 6500sel 9-1/2" 11 -7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d 13CI 60se 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 90so 11-7/81, 1 3-16d 3-16d �_Jl 4" 1 5-16d 5-16d 16d 6-16d Plumbing Joist -When joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10- 1 Od nails. '---,,Install tight to top flange. Joist hanger Nail with Filler block. 10-10d nails. Backer block rNsuired where top mount hanger load exceeds 250 lbs. Install tight to top flange, 1/4"-2"gap—==/z::- 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. flange is laterally supported by joist hanger. doesn't meet height /Web stiffner as Web stiffeners are not required when top required 9 hanger nger. requirements 7. /-0.6 X Joist depth (D I -JOISTS BUCKETS N.T.S. us ML R TRUSS PLATE Ire TYPICAL USP MUGT15 TO BUILTUP COLUMN DETAIL TYPICAL HUS INSTALLATION MIN. EMBEDMENT SCHEDULE FOR =_ AND QUANTITY )F FASTENERS TYPICAL HTA 20-18 HTA 20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL . .. .'A .. : SLEEVE THRU STEM SEE PLAN FOR--' . .0. . * . -.0 . .;, . 0. FOUNDATION INFO -4- STEM FOUNDATION GRADE — REINF. S EE PLAN 14 44 )(.-:;T —, -) 11 Pirr 1 [_ 4 1- r (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. HTA 20-18 HTA 20 INSTALLATION @ MID SPAN LOCATION OF SECOND RT16 NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT = 1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4' 0" CENETERED @ PI�E� PENETRATION .4- 4 12"BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE L F_ SEE FND. PLN. SIZE & REINF. lid PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PLUMBING LINE PENETRATION I------------- ---------- ------------------------ zo I \1d " SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE PENETRATION PLUMBING LINE CENETERED @ PIPE 4 A, . A / . A-1 elf 4 T =1 �01H wril 1�-� .4 SEE FND. PLN. SIZE & REINF. U) W L) W_ W a z LL C/) ui a- 0 22 za cr) 0 0 LLI Z _J 0111 _J LL > C14 00 0 CON Z �- -UJ < Z a 130 0 �5 — W z i W > z 0 W :D W F= 0 W 0)CO 2 LL T 0 W 0 () Z U-) i.- 0 W Z_ 10 W in z Z t32.t-� UJI a W F0 _J n X a ca 7 4) LO E > or-, o r- 011 U M 1q. >1 CO C4 .0. Ci Cl) 4- 00 -0— 1 E E 0 U -2 0 C) U LU a:;� 000 E cm4 CR) L. 7C) P�, C) 7D CL W W 0 LU Ld (6 LU LU =0 20 ��XV)U_80u__Jo Lu 0 0 z sw z W 0 co C Y 05z z UW u- CY 0) of 0 0 Cl) W (L Lu Z 55 LU 0 a _41= - Z 7 _J 0 1 < it 0 0 In Z W 55 W W � =) � 2 0 0 (00 z > W _J 0 z 2 a W F0 0 W -1 Z z u- 0 0- Lu Z 00 a. Lu < LL 0 W P 0 D 0 9 U. I 0 N Z LLJ 0 CO z cc) 0 Ce) p C0 P.- LO CL 14, U- r, z W -C� tr� Q� CL cy) a- M T-- 00 < >- < z 0 z W W _J 0 0 (0 04 6 04 0 d) C) C) > LO 0 z z LIJ U) CU UJ W �: 5; 0 L_ ) - =) ZE a (D > < 0 a. 0: W LU 0 0- X LL zW Of 0 W < in 0 z Z 0 W Z 3: _J (D W 0 Z of kD CL Z Z U_ UJ C* 0 1� < F_ 2 z C) 0 0- W >_ C0 z z z < 0 z 0 0- 00 < z z S N 1 W qt LAST PLOT DATE Mar. 15, 17 0 STRUCTURAL DETAILS