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F— — — — — — — — — — — — — — — — L- - - - - - - - - - - - - - INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-1 1 /R- 13 KRAFT FACED EXT FRAME 2X6 R-1 9 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION (GARAGE LIVING) R-1 1 /R-1 3 KRAFT FACED (2) SHEET METAL SCREWS PER BRACKET (4) HURRICANE BRACKETS 3/8" DIAMETER CEMENT ANCHORS, TYP 3' TO 5' LONG A/C PAD A/C UNIT HOLD DOWN SCALE: N.T.S. lot -091 TANK -LESS W/H CORNER OF 000 HOME C0 51-101" GARAGE SIDE STUB -OUT FOR _V-07 L _J ir 0 GAS METER 0 0 9 0 — — --- — — — — — — — - — — — — — — — --N - — — — — — 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 H C G — **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* • X 4' @ 16' O.C. 71.5" (2) 16d TOENAILS • X 6' @ 16- O.C. 101-8m (2) 16d TOENAILS 2' X 8' @ 16' O.C. IT-90 (3) 16d TOENAILS 7 X 10' @ 16' O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2- X 12' @ 16' O.C. 19'-38 (1) SIMPSON HTS20 OR (4) 16d TOENAILS T X 4' @ 24' O.C. 61-1* (2) 16d TOENAILS 2- X 6' @ 24' O.C. 8-6" (2) 16d TOENAILS 7 X 8' @ 24' O.C. 11 '_(r (2) 16d TOENAILS 2' X 10' @ 24' O.C. 13'4r (3) 16d TOENAILS ? X 12' @ 24' O.C. 15'4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS FTOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING LLI ROOF DIAPHRAGM NAILING SCHEDULE ........................... + + + + + + + + + Ed + + + + + + + + + + + + + + + + . . . . . . . . . . . &D . . . . . . . . . . . . . . + + . . . . . . . . . . . . . . . . . . . . . . . . . + + + + + (TYP-) + + + + + V-0" + + + + + + + + + <_�� + + + + + . . + 7L�+ + + + + + + 4 + + + 4- + + + + + 4 + + + + + + + + + + + + + + + + + + + + + /++ . . . . . . . . . . . . . . . . . . . . . . . + + + + . . . . .. 4- 1 + J 15/3Z'CDX PLYWOOD OR 7/16"OSB �--RIDGE LINE 3 SECOND GUST EXPOSURE"C* WIND ZONE 3 SECOND GUST EXPOSURE"C"WIND ZONE 8d RING SHANK NAILS @ 6' O.C. & 4' O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6' O.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: 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 I 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 314" 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 1/9' gap —i It '.1 1 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 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 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12' o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Yg" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 pff max along load bearing wall. Load bearing wall must stack *Non -stacking walls 0 over squash=20 blocks and require additional consideration. Check w wall or beam below.* local building _f code for appropriate details in One 10d box areas=20 of high or--20 sinker lateral load. nai I each side at bearing. Squash block (2x4 minimurn)—/ Bearing wall, Versa -Lam LVL or Glulam Beam 0 Boise Joist Blocking Use 3" (11 Od) nails at 6" n-c- Q�[' 1 Provide adequate bearing for each lapped joist. Od nails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED D DIMENSION OF LARGEST HOLE IN BEARING ZONES (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges FILL CELL�� STD. 90* HOOK BOND BEAM F ) cr CONT. #5 STD. 90 > CONT. #5 HOOK BAR BAR #5 CONT. 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 PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLLIMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. 2"mm. Small gap 2" " ax. 4 max. A Clinch nails when possible Tight fit 2x41PIywood/OSB; web stiffener 2"�min. required when indicated or 4"max. Web Stiffener Fastener Schedule Joist Bearing Series F-D-e-p-th-FEnd ocation Intermediate 8 BCI 5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BC1 6000se BCI 65OOsQ9 9-1/2" _1_1 --7/8' 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60e 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190se 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing top flange of joist. WEB STIFFENER - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1 900 pif max. along bearing wall Required on interior walls for vertical load transfer when load bead ng - for lateral support when joists most 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. O—L-0 co L2& Aic A 1YZ ROUND HOLE MAY 6" 1 6" BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3"OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2' NOTES: DO NOT CUT HOLES LARGER THAN IYZ ROUNDIN CANTILEVERS. 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. %2' 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 1Yj 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. -When joists meet over wall, provide 1314" minimum bearing for each. SIMPSON MGT wl (22) 1 Od �GIRDERTRUSS NAILS TYP. 2"x TOP PLATE 518 no THRU BOLT 2"x BUILT UP COLUMN SIMPSON MGT w/ (22) 1 Od NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS Plumbing TYPICAL SIMPSON HETA20 Joist I -Joist can be offset up to 3" to avoid vertical plumbing E 3" max JOISTS OFFSET N.T.S. Backer block (12"wide min.) Nail with 10- 10d nails. ' --�_Installtightto.top flange. Joist hanger Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 01 2 2 �!'04 "Top Mount" "Face Mount" Backer block shall be fight 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 mquired if hanger flange is laterally supported by joist hanger. doesn't meet height requirements ro d /h,ce re o 0.6 X Joist depth Now I -JOISTS BUCKETS N.T.S. HETAL20 INSTALLATION AtC CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-/ SEE PLAN FOR 4'' FOUNDATION INFO --- STEM FOUNDATION GRADE REINF. SEE PLAN tvt� rvi., SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 HETAL20 INSTALLATION AT MID SPAN SIMPSON 1 wl (18) 10d NAILS UPLIFT = 11 TYPICAL SIMPSON H10A INSTALLATION JOTE: IPLIFT VALUE 3 BASED ON ;.P.F. LOCATION OF SECOND H10A (WHEN REQUIRED) TYPICAL SIMPSON MTS/HTS INSTALLATION TOP (2) #5s xV-O" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE Mlr%r' lr-r*i'rl^ A I 'rl IMI 1 r-klr% - PVC OR SCH40 SLEEVE TOP (2) #5's x 44r—\ CENETERED @ PIPE PENETRATION PLUMBING LINE //_ 4 .4 SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5s x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE A,. V 4 4 :- 4 A SEE FND. PLN. SIZE& REINF. 1. dw C-1 :z 2 1. :LU C; C) 1z . ........ . 01 P W U a cc W5 10, 0.z' _J z 0 W05" 0 3: r- 00 >.Pz LU �5915 - - WMAZ � �� Z' 0 <z Ce 2 9 W Z W Z a 0 Wz mo- I r a �0_ 2 6 Ln F_ >_ -z' �;e Z' H- 0 uozm z >- W 0 W Z Z 0 ED 0 5 = LU wo LV 2 IT = W _J W= W W > mum wr- LU -H Ln M r" 00 r_q W C*4 C*4 M v-4 Ln oo no 00, U, Jui M Uj Uj z 5 LU _J UJ Ln LU UJ Z = 0 00 �: 7: W _J N 0 (A 0 U- < :2 UJ I Z mi 0 z 00 Lu LU _J X < z D r LU < UJ F_ 0- W ad 0 z 0 < > C) C:) z C%4 0 (U N 14 :U C� ko Q > C:� V) M Ln V) 0 N (V — Ln U_ z U 0.00 z E 3i LL1 C) _J C) mi U) 0 U) UJ z < SCALE AS NOTED DATE 05-07-2018 SHEET NO. SN 1