6469 Back Forty Lp - Laserfiche WebLink

Browse Search

-- - L - - a THIS DETAIL ONLY REFEPS TO THE DIAMOND -MESH EX P A ND Eir-) ME7AL L 'TH AT AC H ME N T, METAL LATH AiALL 1-31HIEATHING- X ..I ------ 16GAx 1 -1 \2" LONG '314" 1' CROWN STAPLES 4l 6"O,C, VERT BETIkEEN CRCIv%�N� S74PLIES, G" STUDS (NO7ED THUS,:-) - OF� SET i I STAPLES BETWEEN STUDS AS SHOWN \/ERT INTO STUDS . .. ... �N07E CD 'rHUS,-,-t I I A METAL LATM ATTACHMENT [")ETAIL P EV. 09. 2 " 4, 2 1 �-_'_E: 14� V�0` �DETAIL EXCEEDS THE REQUIREMENTS FONR rB"_'P 70a LATH* 0NL'/ AP=�LIES TO i-ENNAPI 7PA_-`JA_X** LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VIERTICALLY/HOIRIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1 " DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1 063 & ASTM C 186 1. CORNER OF HOME GARAGE SIDE 101-011 TANK -LESS W/H STUB -OUT FOR 4 GAS METER 0 9 H C G 000 L0 C) b 1 0 0 0 • 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-Y (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. Uql" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6'l (2) 16d TOENAILS 2" X 8" @ 24" O.C. (2) 16d TOENAILS 2" X 10" @ 24" O.C. 'IT-011 (3) 16d TOE NAILS 2" X 12" @ 24" O.C. 154" (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 M < ROOF DIAPHRAGM NAILING SCHEDULE pinrlp: I IMF + + . . . . . . . . . .. . . . . . . . . . . . . . . 4- + + 44 . . . . . . . . . 9 . . . . . . . . . . . . . . + + . . . . . . . . . . . ED .. . . . . . . . . . . . . . . + + ji . . . . . ... . . . . . . . . . . . . . ....... . . . + + + + 4 + + + + '-0" (TYP.) _,"'TYP" 4'-0" +++1 / . + 4-4- ____7 + 4 + + + + + + +++ + + 4 + . . + . + + + + + 4 + + 4 . . + ++ + . . + + + + + + 4 .. . . . . . X + + . . . . . . . . . . . . . . + + . . . . . . / + + . . . . . . . . . . . . + + 4 . . . . . . . . . + . . . . . . . + + . . . + + \+ + + + + + 4- 4. 4- + + 15132" CDX PLYWOOD OR 7/16" OSB \-RIDGE LINE 140 MPH (1.1103 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE — 9 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & 4" O.C. @ GABLE END WALL OR GABLE TRUSS 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 2-3/8 INCH NAIL LENGTH 2-318 INCH NAIL LENGTH 1� FOR 8d RING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED NOTE: 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 1.8/1.7 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 2x + 5/8" or 3/4" wood panel 902.0 2x lumber Double 2 x lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL BOND BEAM STEP #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM 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 FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts r STUDS above to bearing bell SECTION @ INT. BRG. WALL N.T.S. I 1/8" min, Small 2" min. 2" gap " . 4 max. /71 a Clinch n ils 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 sti n in. 4) Place joists together and nail from each side with 2 rows of 10d nails 4" ffe Web Stiffener Fastener Schedule Joist Bearing Location Series I Depth I End Intermediate BCI 5000se 9-1/2" 2-81 2-8d 11-7/8" 2-8d 3-8d 14" 2 -8d 5-8d BCI 6000s@)_T1_-7/8- BCI 6500suR 9-1/2" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 1 2-8d 6-8d BCI 60se 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d 13CI goso 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16d 6-16d required when indicated or max. 16" 6- 2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP@ TOP sides by 6". - 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 wl loads higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and 0' require additional w wall or beam below.� consideration. Check k local building code for appropriate details in One 10d box areas=20 of high or=21 sinler lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking Q�' Provide adequate bearing for each lapped joist. 10d nails SECTION @ INT. BRG. WALL N,T.S. MINIMUM SPACING = 2x GREATEST DIMENSION OF LARGEST HOLE D (KNOCKOUT EXEMPTS) (see table below) D (see table below) . BLOCKING PANEL, INTERIOR Vertical load transfer = 1900 plf max. along bearing wall 7 Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists _T 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 1 0dx3" nails at T'o.c. for all joist blocking panel *Non -stacking walls require additional consideration. C.0 CIO Do< 6" 1 6" BE CUT ANYWHERE IN LARGER THAN 1)/2" A 1Y," ROUND HOLE MAY CANTILEVER DO NOT CUT HOLES THE WEB. PROVIDE AT e-ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. 2 MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN ly FROM OTHER HOLES I iameter Cin,� 2 3 4 5 Z '8. an 10 112 Rectanguhar Hole Side (�nA, 2 5 9, Any 16"' joist Span fft" —1— V-2" V-3" -i 7 - —7- - T 7-71 7- _'�7 T z 9 3' -2" 3�-7" 12 V-0` V-0'- IT-l" V-1 1� V�2'1 1'-2" V-2" V-2" V-3' V-7 V-9' 2'55� 2'-1" T-2" 2'-11� 3" 10" -7` 4'-2' 41-q" 5'-7" 4'-9" 6'-4" 5�4" 7�-2" 20 24 V� _0 V ` 11-1. 1 1-2" '-7- 14'-9- 1 5�-10-' 6'�-1 1 1 7 7*-11" L 8�-4111 NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(ILIVE) 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. %" 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 %" 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 CU TTING CHART N.T.S. SIMPSC wl (22) NAILS I 5/8"0 THRU BOLT SIMPSC w/ (22) NAILS I R TRUSS 'OP PLATE J.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION TYPICAL SIMPSON HETA20 Plumbing HETAL20 INSTALLATION 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. Jc Nail with Filler block. 10-10d nails. Backer block required where top Install tight to top flange. mount hanger load exceeds 250 lbs. -2" gap- 1/4" i 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 114"-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. A/C CHASE 4" PVC SLEEVE THRU STEM WALL A \AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS SIMPSON HETA20 HETAL20 INSTALLATION "MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF N, SECOND H10A (WHEN SIMPSON H10A REQUIRED) w/ (18) 1 Od x 11/2" NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION 10A x 11 /2' 01 TYPICAL SIMPSON MTS HTS INSTALLATION PLUMBING LINE PVC OR SCH40 SLEEVE 4: < A ! =00 IEJ I 1HE -11 I_. 71=T 1:1F FINISH GRADE -11 4 _ �Ei A. SLEEVE THRU STEM-/ SEE PLAN FOR FOUNDATION INFO STEM FOUNDATION REINF. S GRADE EE PLAN 4 -4—, .41 1=1 I 1=1 I I - I A/C CHASE (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 31 F_ TIE" EEI iL- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE PVC OR SCH40 S for TOP (2) #6 4' 0" LEEVE CENTERED @ P1 PENETRATION-\ Sx �E PLUMBING LINE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE Fl- 44 fl 1E1 I lEd I A SEE FND. PLN. SIZE & REINF. Q CV) N 0 Q N22. Ln�* 0 P4 LO 0 00 6 N 1) 1,17, LO — -A V% A 11 i�4, P � I A� 15 5 LU 2'1�, 0 411 �� ez 0 LU z < a) LO E > 0 q U �_'! C* V) cli C') U %) Q) E 2 2 D 0 U 0 .1= - -0 8 0 0 U_ Rl < < U Lor) U 1.1-1 0 C14 0 00 E C) �-o 0 0 CL -0 i W W W 0 LU Ld (6 W 0 1-- LU Lu 0 J w 0� _J 01- z W z Lu 2 < 02 < LL L) 0 0 0 W =) 0 LL 0 U) < 0 X of 0 Z M 0 0 D 0 Z) 0 0 Lu 2 z Lu Z n Lu W 10 Lu o- > (0 F z U_ < 0 0- z a- W 0 z 0 0 < LU Z_ ui z 6 ul 0 W 20 a< LI_ 0 z < < 0 Of 0 D < W < 0 U_ U_ 0 0 N W U) > U) p (0 CD I.-: co 0 z < U) CO [,*- LO _J LL_ Cl) LU < U? 0� 0- cy) o- 3; T-- >- 00 < z C) z LLJ Q 0 mi JUL 0 3 2 23 Virtual Review Assist, IL tans Review comillete I an' api eve d compliance with the 2( 20 F�Bj, 7 �hl Er idorl by Debra Anna KI-c hi! P 30P C) 04 C) CN N ce) CN 0 Q CD CIN 0 0 LO C) co Q CD C) C) 0 0 N CO UJ C� Lo U > N co q Ln 00 Z F- (n <Z LU 0 Z U) A.-O M 0 W - z z 000 W C) 0 U) LO -0 0 DZ5; 0wo or< -0 z 0� - a. 0� a- C) LU �: 2 < LU Lr) 1-- LU LU 0:D0 zom: UJ 12- 2 0 za�o < 0 < J UJ LL Z z z D < z --se 0 < _J 0 0 1 00 z z z Lq LU > LAST PLOT DATE 0 M 4_0 z 0 STRUCTURAL J DETAILS