2003 74TH ST SE 2017-04-10 - Laserfiche WebLink

V FOUNDATION NOTES: 'CONC.TO BE 5 SACK FG=3'000 P5I @ 28 DAYS. 'REINP G STEEL ASTM A-b15 GRADE 60 OR BETTER. i- F1.5 F1.5 i 'FOOTINGS TO REST ON 2,000 P5F UNDISTURBED SOIL. MINIMUM CONCRETE COVERAGE OF STEEL TO BE ---.(T1 •3"CLEAR @ BOTTOM OF FOOTINGS. - •2"CLEAR @ OUTSIDE OF WALLS. '2"CLEAR @ INSIDE OF WALLS. •PROVIDE 5/5"DIA.STEEL ANCHOR BOLTS EMBEDDEDT"MIN INTO CONCRETE PER SHEARWALL SCHEDULE. / 36'-0' (2)BOLTS PER SILL PLATE MIN.w/1 BOLT LOCATED NOT MORE THAN 12 I, INCHES OR LESS THAN SEVEN BOLT DIAMETERS FROM EACH END OF THE 4 PLATE SECTION. 1E-8' - 10'-0' 9'-4' ANCHOR BOLT WASHERS MUST BE A MIN OF 3"X 3"(SQUARE)X 1/4 THICK. / - ,/ 4 'CONTINUOUS CONCRETE FOUNDATION WITH STEEL REINFORCEMENT 'PROVIDE SOLID BLOCKING OVER SUPPORTS. 'ALL SHEARWALL FRAMING ANCHORS AND HOLDOWNS TO BE INSPECTED PRIOR TO COVERING. ' I 3 'IF REQ.DOWNSPOUTS SHALL EMPTY INTO A 4"TIGHTLINE THAT SHALL I _ I RUN THE PERIMETER OF THE FOUNDATION AND EMPTY IN AN APPROVED �7 �y :(9 2 I D1/ V MANNER. \ ` rJ— 'EXTERIOR FOOTING TO BE 18"MINIMUM BELOW GRADE.U.N.O. CRAWL ACCESS: r - "X24"MIN OPENING SHALL BE c SCREENED OR COVERED. I Y�l SB SE 18'INSUL.AND WEATHERSTRIP,WHEN LOCATED BELOW CONDITIONED I i / AREA. CRAWL VENTILATION: 11-.. 'NET AREA OF NOT LESS THAN 1 SQ.FT.FOR EACH 300 50.FT.OF AREA. .-',1 ....../ - (WAG 51-51-0405 SEC.R405) 'SHALL BE COVERED WITH CORROSION-RESISTANT WIRE MESH''/."MAX. OPENING SIZE. 'REQ'D=(9971 S.F./300=(3.1915.F 'NET FREE AREA PROVIDED PER VENT=14.5"x6.5"/144 x.15=.491 S.F. 'v - S.F.• F. • CRAWL SPACE: — '18"MIN CLEARANCE 12"MIN UNDER BEAMS. � ' N 'INSULATION WRAP ALL PLUMBING AND DUCTS. (3 1 = CRAWL SPACE 'PROVIDE 6 MIL.BLACK VAPOR BARRIER TO LAY ON GRADE AND T BE PI} • o b MIL BLACK POLY LAPPED 12"MIN.RUN UP INSIDE OF FOUND.WALL TO TREATED SILL X VAPOR BARFUER --- - PLATE. I LAP EDGES 12" 'PROVISIONS MUST BE MADE TO PREVENT WATER FROM COLLECTING IN SPACE. *--- SUPPORT AND BEAMS NOTES: • / 'WOOD COLUMNS. I/,I:-4' 4'-0' y 4'-0' y 4'-0' 4�0 i WOOD COLUMNS SHALL BE APPROVED WOOD OF NATURAL DECAY 1 1 I RESISTANCE OR APPROVED PRESSURE PRESERVATIVE TREATED WOOD. L S8 J EXCEPTIONS: ` _ ! ALIG W!PO T� L$ 4 /7�/r_ --- 1.P05TS OR COLUMNS WHICH ARE EITHER EXPOSED TO THE WEATHER 4x • r B — .^� OR LOCATED IN BASEMENTS OR CELLARS,SUPPORTED BY PIERS OR B L_. I WN METAL PEDESTALS PROJECTING t INCH ABOVE THE FLOOR OR FINISHED I w 1 P / DI 1/ (/ 2\ -. GRADE AND 6 INCHES ABOVE EXPOSED EARTH,AND ARE SEPARATED • r 1, r;1 I I �I I I II r. D� THERE FROM BY AN APPROVED IMPERVIOUS MOISTURE BARRIER. I i L_�_ I_r_ o SBI 2.POSTS OR COLUMNS IN ENCLOSED CRAWL SPACES OR UNEXCAVATED L AREAS LOCATED WITHIN THE PERIPHERY OF THE BUILDING,SUPPORTED 17-7---L-,0 4x80F2 i 48 BY A CONCRETE PIER OR METAL PEDESTAL AT A HEIGHT GREATER THAN -F1:5 1 F'11.5 F1.5 :0 • 4 8 INCHES FROM EXPOSED GROUND,ARE SEPARATED THEREFROM BY AN In . I s;I 7 . I N I M IMPERVIOUS MOISTURE BARRIER. 4 I I I = "A"MIN AIR SPACE @ TOPS,SIDES,OF BEAM ENDS ENTERING CONCRETE 48 I_ _.a _� n o_ I WALLS, - I I 'MULTIPLE JOISTS LAM'D TOGETHER W12-16D EACH END. /I:-d'� •4'-0' d-0' 4'-0j /c�/3'-Y �I 'A POSITIVE CONNECTION SHALL BE USED TO ENSURE AGAINST UPLIFT LA: 7:77_71 - `tI --I AND LATERAL DISPLACEMENT. . __ —1 ( I-`I I I BEARING PARTITION SUPPORT _- —"al'' _4x8 ta, . .�—71—� . I g . ( 'JOISTS UNDER AND PARALLEL TO BEARING CONDITIONS SHALL BE • r-r,_-r I DOUBLED.INCLUDING JOISTS USED IN WALL BRACING PANELS. 18 d I I' / I I PROVIDE S-" ASH ELKS r-I 'BEARING PARTITIONS PERP.TO JOIST SHALL NOT BE OFFSET FROM 7.25-1-. L.VJ I ' 4 56(_ ��UNDER ALL POINT LOADS. GARAGE I I SUPPORTS MORE THAN THE DEPTH OF THE JOIST. P.T.6x8 FLUSH I I —— Dt R319.3 FASTENERS. I I I TO TOP OF F.J.Lt.,....,_ I o FILL IN AS REQ. F2 5 q FASTENERS FOR PRESSURE-PRESERVATIVE AND FIRE-RETARDANT- II I I I TREATED WOOD SHALL BE OF HOT-DIPPED ZINC-COATED GALVANIZED 1 I I 1 ISBI ' --1-‘ I ISI I IF2.5 � STEEL,STAINLESS STEEL,SILICON BRONZE OR COPPER.THE COATING L+, J L_F3.OJ L 5 WEIGHTS FOR ZINC-COATED FASTENERS SHALL BE IN ACCORDANCE \ WITH ASTM A 153. I/Ii'y 4'-0'I y 4'-0' 1 7-9 U4° o r 1 D1' EXTONE-HALF-INCH 9L_ _-9L 1 (7i/ LONE-HALF-INCH DIAMETER OR LARGER STEEL BOLTS. 2.FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE • I I PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC-COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695,CLASS 55, I I__ '1=. MINIMUM.h ASTM B 695,Class 55,minimum.` __ I0"SLOPE ALL EXTERIOR SLABS AWAY FROM BLD'GW pert'- MIN. rI J USE 2x10 P.T.RIM JST.or RAISE FON WALL /4 - a r—L-� I T" WHERE EXTERIOR S.O.G.LANDINGS ARE SHOWN or REQ. 1 • _ _ D1 FLOOR FRAMING NOTES: SB •• c I - I � 1 •ALL FLOOR JOIST ARE HEM-FIR 342 OR BETTER U.N.O. 71f • o -p ' 'TYP.JOIST SPACING @ 16"o.c.,U.N.O. Q :o ,� 'v I I �2/S2 2/S2 'GLUE&NAIL T&G SUB-FLOOR PANELS. LL [ L--- �..._I _. 'SOLID BLOCK @ NON-T&G UNSUPPORTED EDGES. . � . �.. 'PROVIDE CONTINUOUS BLOCKING OR RIM JOIST @ PERIMETER. o SB �-�- '-�-J' -� 'PROVIDE LATERAL SUPPORT BLOCKING @ ALL CANTILEVERED JOISTS x - -aAND AT BEARING LOCATIONS. f'/ J ' R 'PROVIDE SOLID BLOCKING OR SQUASH BLOCKS UNDER ALL POINT "' LOADS AND BEARING LOCATIONS. \ - - NO VZ' Ib'-3' /PO V2' 'PROVIDE BLOCKING AS REQUIRED AT ALL FLOOR PENETRATIONS. • —— ——— 24 ——Va-—— / / / 'PROVIDE JOIST HANGERS AT ALL LOCATIONS AT WHICH JOISTS BUTT Ll� '•' UP TO BEAMS OR OTHER BUILT-UP JOIST5. / @'_3 3'-g° / 20'.0' / 'PROVIDE PRESSURE TREATED OR GALVANIZED FLASHING SEPARATION BETWEEN JOIST AND CONCRETE AT ALL LOCATIONS. 3B.-0' / ..W5210 w/SINGLE JOIST / .+,.W 2510-2 w/DBL JOIST SPREAD FOOTING SCHEDULE S.W.&HOLD DOWN LEGEND ALL FRAMING CONNECTORS REFERENCED SIMPSON OR EQUAL MARK DIMENSIONS REINFORCEMENT SDHD14/SDHD14RJ DO NOT PLACE VENTS UNDER POINT LOADS, F1.5 1'-6"DAM.SONOTUBE (4)#VERT #X SHEAR WALL TYPE PER AirWINDOW TRIMMERS (4)#3 HOOPS @ 6"oc TOP SCHEDULE ON SHT S-1 I POSTS ECT. F1.5 ALT 1-9"x1.-6^x12"DP -- ANCHOR BOLT LEGEND __ 1 I HAAGK BROTHERS Fz.o r-o"x2'0^xtz"oP (2)#4Ew FOR :c I Maka (a Park F2.5 z'-6^x2'-6"x 12"DP (3)#4Ew O5/8"DIA.ANCHOR BOLT SPACING(IN) E I y SHEET F3.0 3'-0"x3'-0"x18"DP (4)#4Ew SB-PROVIDE SQUASH BLOCKS UNDER POINT LOADS(POSTS) Y::::..''':,:.: 3`{=, 552515 RP. \,� R\C: \ / //Y FOUNDATION PLAN 1!4'=1'-0' Not inc.D85 ShIs -