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F----------------I I I I i I I I I I I I I I I I i I I I I I I I I —51MP50N 5PH4/6/8 OR UNLE55 NOTED OTHERWI5E, (2) 51MP50N 5DWC15600 AT A MINIMUM ALL FROM 5TUD TO TOP PLATE UN5PECIFIED FRAME TO L - - - - - - - - - — — — — — FRAME CONNECTION55HALL CON515T OF (3) 0.131"X3-1/2" END NAILS OR TOENAIL5. ATTACH PLIE5 PER 1/55" *A 51Mf 50N M5TCM 60 MAY 51MP50N HTT4 W/ 5/8" DIA BE 5UBSTITUTED FOR AN A.S. (WHEN 4-5TUD CORNER HTT4 WHERE LOCATION OCCURS ON TOP OF GIRDER ALIGNS WITH A FILLED CELL. OR FRAME. ATTACH W/ (2) 51MP5ON M5TA36 5TRAP5.) NOTE: USE 4-5TUD CORNER 5HOWN FOR 2x4 FRAME. FOR 2x6 OR 28 FRAME, A 3-5TUD CONFIGURATION MAY BE USED, EXTERIOR FRAME BEARING WALL CORNER DETAIL A SCALE: N.T.S. SN 1 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC 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 UNIT BRACKET FA/C (4) HURRICANE BRACKETS II 3/8" DIAMETER CEMENT ANCHORS, TYP 3" TO 5" LONG A/C PAD A/C UNIT HOLD DOWN SCALE: N.T.S. 10'-011 TANK -LESS W/H I I 1 H C G CORNER OF__/,7 O O 0 HOME GARAGE SIDE 5'-011 0 o STUB -OUT FOR 11-0" o ° 1 GAS METER 0 o � U ]C-1. o • 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. 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. F-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. (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 L*.TOENA'LCONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING (1) 51MP50N M5TA36 RUNNING ALONG THE EXTERIOR 51DE OF THE TOP PLATE CENTERED AT CORNER. MAY BE APPLIED OVER 5HEATHING. O'131 x 3" COMM. AT 16" o.c, ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ... + + + + + + + + + + + + + + + + + + + + + -01,(TYP.) + + 01 6'-0" + + + + + 6'-off + + + + + + +++ +++ + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + o Z++ + + + + + + + + + + + + + + + + + + + + Zo + + + + + + + + + + + + + + + + + + + + + + + + + + + — 15/32" CDX I PLYWOOD OR 7116" OSB `RIDGE LINE 3 SECOND GUST EXPOSURE "C" WIND ZONE 1 3 SECOND GUST EXPOSURE "C" WIND ZONE OU RIIVV Jr1rU7r\ IVMILJ `W V V.V. CUUCJ (X + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE a 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 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 BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.811.7 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 1.811.7 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 90 2.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° } 1/8" gap ° FILL CELL STD. 90' HOOK BOND BEAM w F F ..... ......... ...... > STD. 90° CONT. #5 BAR HOOK 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 COLUMN 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 STUDS above to bearing below. SECTION a" INT. BRIG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. � 4 max. Clinch nails when possible VE 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 CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM e Stiffener astenerSchedule Joist BearingLocation Series De th End Intermediate BCI5000sR 9-1/21, 2-8d 2-8d 11-7/8" 2-8d 3-8d " 2-8d - BCI6000sR BCI6500sR 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 3-16d -1 5-16d 16" 6-16d 6-16d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER t. top flangeuthcuts. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b. BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1 900 plf max. along bearing wall BEARING Vertical load transfer =1900 plf max along load bearing wall. Load beadn wall must stack Use 3" (10d) nails at 6" o.c. Load bearing walls 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 Plumbing g beam below Load bearing wall must stack over _ over squash=20 blocks and 'Non -stacking walls * blocking and wall or beam below.* — require additional wall or beam below. Joist consideration. Check When joists meet over wall, provide local building 1/16" 1-1 3/4" minimum bearing for each. I -Joist can be offset Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam SEE FLOOR PLAN FOR BRG. OR NON-BRG. WALL SEE PLAN FOR REQ'D MAIN SLAB. SEE STAIR INFO. IF CONC. PLAN FOR MORE INFO. 2 STAIRS FORMED & POURED W/ (1) #5 EACH STEP S. • FOR 2'-0" TALL STEMI W Q M co PLACE #5 VERTICAL @ 8'-o- — O.C. MAX. AND FOR T-O" _ U TALL STEM WALL PLACE #5 ' VERTICAL @ 5'-4" O.C. MAX. @ EACH CORNER & _ COLUMN. SEE PLAN FOR _ _ MORE INFO. & COLUMN LOCATIONS — — (2) #5 BARS CONT. 16" LARGE STEP DOWN rc1 SCALE: 3/4"=V-0" �Nl w Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls 10d nails SECTION @ INT. BRG. WALL require additional consideration.— N.T.S. NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D I(see table below) lit UU I ANYVVHtKt 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 1%" DO NOT CUT HOLES LARGER THAN 1YZ' ROUND IN CANTILEVERS. l x^ I � a" <k.. s?•i`k u'......i.f...1.ax._c_.......,....�.Gu7 o...s4Ra.,._—a..=.�,..n.�.....x.3s_i3f.�..�.'."�l 'Ck � ';5,�£.'. l..rxis'S^s`..i:�+,u.:.� u..':.w._,x..�xv.£q�L.*^�Ja.e....vn��a�a✓,_bi.r:2-... F f � k e�nL� ,kf�'i i.i �� ;sy�arv�''u"b.�i.'w� N a.,�i".e5. i .� ui.�':kLs"§'`S�w.��S � E+,.a �3, � �§'s.'... .,o J�jh.�'�r�.�.:��. m�'�S ik? a�C 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. 1%" 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 1%" 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. 'nstall tight to top flange. Jc Filler block. Nail with 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. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist depth I -JOISTS BUCKETS N.T.S. SIMPSON MGT w/ (22)10d �GIRDERTRUSS NAILS TYP. 2"x TOP PLATE 5/8" � THRU BOLT _- 2"x BUILT UP COLUMN SIMPSON MGT w/ (22)10d NAILS TYP. 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 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM _ WALL 00 FINISH GRADE SIMPSON HETA20 / HETAL20 INSTALLATION AT MID SPAN SIMPSON I w/ (18)10d NAILS UPLIFT = 1 TYPICAL SIMPSON H10A INSTALLATION DOTE: JPLIFT VALUE S BASED ON i. P. F. LOCATION OF SECOND H10A (WHEN REQUIRED) TYPICAL SIMPSON MTS/HTS INSTALLATION TOP (2) #5's x 4'4' v CENETERED @ PIPE PENETRATION a ° a ° III „I�IIIII�IIIIII I d ° � a ° ' I I=1 11= • • � PLUMBING LINE PVC OR SCH40 SLEEVE =1 SEE FND. PLN. SIZE &REINF. II—III—III=III — SLEEVE THRU STEM ' ' • ' •° III=1' 12" BELOW ' GRADE PIPE VERTICAL THRU FND. SEE PLAN FOR •. ...:,. •�• FOUNDATION INFO 4 ' • STEM FOUNDATION GRADE REINF. SEE PLAN d d ° d I —III —I i_01,10, Z (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION ° ° a PVC OR SCH40 SLEEVE PLUMBING LINE d � SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @PIPE PENETRATION FF PLUMBING LINE a ° d a dO 1=III=III=11 °° 11=III=III. ° d SEE FND. PLN. 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