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HomeMy WebLinkAbout0476.97.2FOUNDATION NOTES: 2.0' -4" I. ALLOWABLE SOIL_ PRESSURE 2000 PSF. 3. ALL FIRST FLOOR SILL PLATES, GRAWL SPACE F -\TI0 _ ------------ FRAMING, AND STRUCTURAL P- IENIBERS EXPOSED TO 2. FLOOR SLAB AREAS TO BE COMPACTE=D WEATHER SHALL BE 1^IOLHANIZED PRESSURE TREATED. GO' X I, {' - ?xl0'a - �\ TO q5% MAX. DRY DENSITY . 5 /� 16 2 112 b'_1`11 112 E 112 F." d 1,2" �' O 1/2" +� II' -�T I/2" 4. ROOF TRUSS DE516N, SPECIFICATION, AND ERECTION - - 3. STANDARD B: \SEMENT AND GARAC,E SLAB PROCEDURE TO BE SUPPLIED BY THE TRUSS MANUFACTURER. Yl TO BE 4" GONGRETE ON 6 MIL. VAPOR 5. MIGRO -LAM BEAM STRUCTURAL PP-_OPERTIES, GAriTIL_E � :Erb -721`7 BARRIER OVER 4 GRAVEL FILL. Fb = 2000 psi 3?5_2 BAY AB ?VE 3025 -2 -12131 3025 -2 3G >2 _ 6" x 6" WOLM. WOOD P05T ON FG = 2700 psi 3054 2 - �0 - - - - - - -- - _ - - - - 054 -2_ - - - - - 3054 -2 - 1 IFS' FOUND 32' DEEP GONG. FT *. - - -- - -- 4. 5TRUCTURAL. CONCRETE FOOTING TO BE 2500 - - - - - -_ - -- -_� - -� A_ - -- -- - - - - E = 2,000,000 pal -�- f - �� -�- - - �� v PSI, 5LAB5 3500 PSI. �- - -- -- -_ - -- - \- - I O ( - 2x10'a - - - -- ------- - - - - -- i J (2) 2x12 HLADEF2 �' 6. PROVIDE DIAGONAL BRAGIN6 AT ALL EXTERIOR (2) -2x12 IiCADER (2) -2x12 F : ER ( ) -2x12 fIEADER (<_; 2x12 1TEADER \ =� 5. BOTTOM OF ALL FOOTINGS TO BE SET GORNER5. - - BELOW LOCAL FR05T LINE. 5EE DETAILS. I I I -- J 2' -l0" 6' -I I/2" O �. FRAMING OVER GIRDER AND BEARING PARTITIONS. 2x4 Vd� CAP �Tl!DS VT/ IN�'�ULATIC?N �.v I I O O E -. PROVIDE ANCHOR B0LT5 I/2" DIA. xIU" JOISTS MAY BE BUTTED TOGETHER OVER THE CENTER OPi £3 "x32' Gr_ "`hJC,. TRE1vGi� FT'6. �( I I O STARTING © 6" FROM EACH CORNER @ 6' -O" O.G. BEARING, PROVIDE JOISTS ARE TIED TOGETHER, OR AND AT EACH 51DE OF ALL OPENING5, MIN. (2) JOISTS MAY BE LAPPED AND NAILED TOCETi IER. �,� PER PIECE OF SILL. MINIMUM LAP, 4 INCHES; MAX. OVERHANG, 12" I I \ � I - - - - -- - x �� [Y to n ��o��� \ 3025 ,. b. FLOOR J015T5 SHALL_ ESE DOUBLE UNDER EACH I I Q b �._J - - - - - - - - - - - - -� X3054 I O PARALLEL PARTITION. I I > (,` \ \ 3 54 - � _. _ o = I \ - -- - 1 i. BRIDGING. MAXIMUM 5PAGIN6 10'. BRIPrHHC5 SHALL I s II-� I 1 ��q �c, �' N v � 2' I - DeSic�n LOG1d5: BE GROS5BRID6ING USING Ix3 INCH BOARDS OR 1-01 -ID I I L ,010 00�� I �r �' s' O U O `� w II I \- - - - - - FLOOR 40 P F LIVE LOAD dRIDGIN6 OF JOIST DIMENSION. SET SOLID BP.ICGING I hBU42 IN AN OFFSET FASHION. I4' " N u- c 71 10 PSF DEAD LOAD -O - r O � cm 33' -5 112 p 11 1/2 i7A5 L0 v 10"J 10. WALL $ PARTITION FRAMIN6. UNLESS OTHERI ^IISE ROOF 30 PSF LIVE LOAD SHOWN SPACE STUDS (9 16" O.G. DOUBLE STUDS AT O 10CA = � P5F DEAD LOAD OPENIN65. GOJSTRUCT PARTITION CORNERS WITH 110 LESS THAN 3 FULL MEMBERS. J1'dALLS AND BEARI1d6 F M I LY ROOM � De5ign LOGIGI5: PARTITIONS SHALL HAVE DOUBLE TOP PLATES. \ ----� / �` -- - J PLATES RESTING ON MASONRY OF CONCRETE SHALL BE 51 -P SUN 2' -3 I/2" �t o I. THE CARPENTER SHALL CAREFULLY LAY BUT AND - _ GLC 9 ANGHORED WITH BOLTS. A5 REOI F} ------- _ - .------------------ ____ -- ' I: "V1. x b "D. TFIICrEPdED 5I_AB _ EREGT ALL STRUCTURAL MEMBERS OF ROU61 i CARPENTRY, TO OLLC t R b cJ 54P "- FRAMING, SHEATHING, AND BRIDGING. ALL MI- t -IBERS I I- - - - - - - -- - - - - - - - - -- �i SHALL BE PROPERLY PLUi iBED, LEVELED, AND BRACED 11. GLUE SUB -FLOOR USING P-_EGOI ff'IENDEi? ADHESIVE, ___ - -- APPLY GLUE BEAD TO FRAI -IIN6 AND ALONG PANEL - +- -- �1 If2" UNTIL ALL STRUCTURAL CONNECTIONS ARE IN PLACE. � �--- A SUFFICIENT NU1 iBER OF NAILS, SGREbyS, AND BOLTS GROVE ED6E5, NAIL W/ IOD NAILS 12" O.G. I PAILIN6 H/ EXPO5ED / FIRST FIVE STEPS Iny�� ----'OUT ROOM I STEP FOUND. SHALL BE USED TO INSURE THE RIGIDITY OF THE _ -, Y ' A5 REC�UIRED CONSTRUCTION. 12. PROVIDE NAILERS, NAILING STRIPS, AHD GROUNDS 71 T� - __ -____ cc 4 1211. x 8"D. THICKENED SLAB 218 I TO FOLLOW GRADE AS NECESSARY AND RIGIDLY SECURE IN PLACE FOR SHALL ATTAGHMENT OF TRIM, FINISH, AND OTHER WORK. 2. FRAh�iiN6 LUh�1BCR SHALL CONFORM WITH NATIONAL __ m - - - - - - - - - - - - - - - - DE516N 5PEGIFIGATIONS FOR STRESS GRADE LUMBER AND ITS FASTENIN65. 13. JOIST HANGERS @ ALL FLUSH BEAP-i5 SHALL BE I IIN. �� _ I - -_ -_ _ T-_ r __ ____ --------------------- - - - - -_ ----------------- 16 GAL_V. STEEL, AND PROPERLY SIZED TO ACCEPT rc`I 10 =1 -i i -1-ji ( 9 -1 J015TS AND ALL OTHER: NO.2 DOU6LA5 FIR LARCH OR YELLOW PINE JOISTS. Q mI - Fb = 1450 si S` I I VA .� 14 T. n 1/4" i�� i i li I BASEMENT p Fr_ = 1000 - - -- - -- - - - -- -- p51 I I� - - iC.Af'PE= G; D. - �:� 1 ! J� I "GONG. SLAB b ^I/ 111L. POLY v I I r E = 1,160,000 pdi I -- - - -- ---------- - - - - -- 11 -- J - O VAPOR BARRIER ON4 "PEA O O - - 1 cv FIN. FLR. I �� -- - - - { " _ Tx�1� 1_ � I m N I 112 "kv. x 8' ,� THICKENED SLAB ``- •F' 4 ^Li 1, TURN. �n 42' -3 1/2" EJECTOR- -- - - -\ -- 50 IF) PU1 iPO -- �t I � 75 GAL ' III, iJ LNN. ' - - - -- V096 0A5 FUI NAGE `p L - 20'--1'' 1 ty 7' -6 t /2' I�1' -h" 20' -3 112" (A w- - - - -- - cv cv rJ - - - - - -- - - - - - -- - ---- - - - - -- - - c ; - - -- -- - -�- -= 1 112" LArf BEAi -i -- I , _ 77z, ;_ , =1� - EXP. JOINT - _ - �) - `�� - _ FLR FIN. FLR FIE_ 17LR_ ic; 0 I r r I - - -- - - - - -- - - - -- ' J- F'ILASIC•,(TYP.) E351,'I T SLAD - f - - - - - -I PILASTER (TYP.) - GO1�C. BLOCK _ J I O I = ( .,,_PERIP-1ETER 4 "x0" BRICK LEDGE U I xl l_T: %\ INSULATION -GONG. BLOCK GARAGE SLAB 16' -� 1/2" I6 "x0" DEEP PERIL IETER GONG. BLOCK I I j - -- _ - - T - - r I GONG. FOOTING INSULATION W/ (2) #5 BARS • -�- I6 "x0" DEEP DEEP • GONG. FOOTING I J CONT. - 4" BRICK LE-D6E I I O GONG. FOOTIPIG 1'•!/ (2) #5 BAR5 N I I I 4� W/ (2) #5 BARS GONT. I I I I - I�' -10 I L- - - - - - - - - - - - - GOVT. I O 3' -10 i/2" ---- - - - - -- - - - - - -- I ------------------------ - - - - -� i \I2 �I f_ m C�\ 4 "GONG.LE06E \ \\ L J�rrm77�_ZT1T17Z7TT� - i �it�. FLR_ - - --------- - - - - -- - - - - - -- - - - - - -- m / _FIN. FLR. FIN. FLR. / c J -TURN ONE BR.@5TOOP - - - -- - - 4" PRICK LEDGE \ \ r i EXP. JOINT EXP. JOINT PORCH SLAB GARAGE SLAB - 6ARAC-E SLAB \ _- 4 "x0" BRICK LEDGE yQ f- 'IGALLY PRO'�IDC- \ \\ -GONG. BLOCK GOi (:,. BLOCK \\ \\ �� G� LEAD V4ALL5 AS REO. \\ \ GONG. BLOCK \ \ I6 "x0" DEEP �E' 16 "x0" DEEP 16 "xb" DEEP \ \ \ \\ \ GONG. FOOTING GONG. FOOTING GONG. FOOTING O W/ (2) #5 BARS O W/ (2) #5 BARS n W/ (2) #5 BARS CONT. CONT. �/ GONT. \ \ CA ZONED WAG \\ \\ LOOK DRAIN FIN. FLR. - FIN. FLR. FIN. FLR. UNEXGAVATED - - - 4 "x0" BRIGf� LEDGE GARAL _ 7---(5) 4" GONG. SLAB ON SLAB 4 COMP. SAidD FILL (3) #5 BARS CONT. (3) #5 BAR5 GONT. #5 BARS CONT. HORIZONTAL 9 HORIZONTAL c� EXP. JONNl_- HORIZONTAL � 9\ \ \ O BSM'T. WALL5 \ \ \ \ �j B5M'T. WALLS � BSF1'T. b'�ALLS , \ \ WATER WATER WATER__ -- PROOFING PROOFING PROOFING PERIMETER EXP. JOINT PERIMETI -R EXP. JOINT PERIMETER EXP. JOINT j \ \ DRAIN 4" GONG, SLAB DRAIN - 4" GONG. SLAB DRAIN 4" GONG. SLAB m \ \ \ \ \ \ \ \ FLOOR DRAIN V A I6 "x0" DEEP 16 "x0" DEEP 16 "x0" DEEP \ \ \ GONG. FOOTING GONG. FOOTING GONG. FT6. o \ O �I2 \ \\ W/ (2) #5 BARS ® W/ (2) #5 BAPS �� 1N/ (2) #5 BAPS _ ,, ;A \ �2 \ CONT. CONT. CONT. - ----- -__ - -- 22' -O" - -- -- 1 --6 I/2 , I�� II I, - - -- - -- `1 =1" 2_I' -4 I/2 \ �- \ A / - P5' -I1 112_" p / FOUNDOA N 0�E _,0 ONO ___ __- __ / 5GALE: 1/4 " =1' -0" / / in I v- N IT CJ I CA