4726 HARBOR LN 2017-03-02 - Laserfiche WebLink

f k _\ • SHEARWALL SCHEDULE (CDX) HOLDOWN SCHEDULE 51uPLATE AND ANCHOR BOLTS PER SHEARWALL HOLDOWNS INSTALLED IN NEW FOUNDATIONS [0.MIN, 9CF FDUIE.MIN 3e OANCHOR BOLTS 648 0/C .FOR + MARK SHEATHING EDGE NAILING FIELD NAILING SILL PLATE & BOTTOM/TOP PLATE r ,I �� ' CONN. ® END CONN. THRU BOLTS EMBEDMENT/ MINIMUM ANCHOR " CDX ONE NI" 0 A.B. ® 48" LTP4 ®20" 0/C MODEL BOLT OR STRAP EDGE If df . • •.� m 5 / ' FACE ed ® s" 0/C 8d 12" 0/C 0/C P ATE SILL w/ 2x,BOTTOM NAILS/SCREWS LENGTH . DIST. LSTHD8RJ N/A (24) 10d COMMON 8" EMBED 1)" NA NA Es (2 BARS AT TOP N " 0 A.B. ® 36' I LTP4 ® 14" 0/C / -III-III-)I I=I "' Q 36" CDX ONE 8d 0 4" 0/C 8d ® 12" 0/C 0/C W/ 2x SILL 1 W/ 2x BOTTOM STHD14 RJ N A = - =1I FACE / / (38) 16d COMMON 14" EMBED 1)¢' NA NA I PLATE 1 PLATE III-III- 1 ' 1 2" COX ONE 10d ® 12" %" 0 A.B. ® 20" - _t 11=I e 10d ® 2" 0/C 0/C W/ 3x SILL LTP4 2 7" 0/C W/ HOLDOWN NOTES - f FACE 0/C 3x BOTTOM PLATECD PLATE 1. ALL-THREAD BOLTS SHALL CONFORM TO ASTM A307. • SHEARWALL NOTES 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH f'c = 2500 PSI 2. -- • O 1. ALL STUDS, BLOCK'NG, TOP AND BOTTOM PLATES SHALL BE HEM-FIR NO. 2 UNLESS I N NOTED OTHERWISE ON PLANS. ALL SHEATHING EDGES MUST BE BACKED WITH 2x OR WIDER 3. ALL HOLDOWNS REQUIRE A (2) 2x POST UNLESS NOTED OTHERWISE. HDU11 AND HHDQ14 ; RETAINING WALL NOTES W ((y FRAMING (SEE NOTE #3). REQUIRE A 4.6 D F# 2 MINIMUM POST SIZE, U.N.O. WHERE HOLDOWNS ARE INSTALLED INTO 2012 INTERNATIONAL BUILDING CODEIn THE WIDE FACE OF THE STUD, THE STUDS MUST BE STITCH NAILED TOGETHER W/ 16d ••• 35 PCFEQUIV.FLUID PRESSURE >N N 2. SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. ALL SHEARWALL SINKERS STAGGERED ® 4" 0/C. 100 P5P SURCHARGE OVER TOE <cot'.4' E SHEATHING MUST EXTEND TO THE OUTISDE EDGE OF ALL HOLDOWN POSTS AND CORNERS, Pc-ZOO P51 AND TO THE INSIDE EDGE OF FRAM NG AROUND OPENINGS. 4. MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED TO WEATHER OR SOIL. FOR H-BAR5 Py-40 K5I(#4 AND SMALLER) p u_ ui CONCRETE CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. Pym GO KSI(#5 AND LARGER4 E N 3. WHERE SHEATHING NAILING IS SHEARWALL #3 AND GREATER, ALL FRAMING MEMBERS SOIL BEARING•- I500 PSF ILJ 0 RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE12' BACKFILL W/POROUS MATERIAL �L (q 3-INCH NOMINAL MEMBER. ADDITIONALLY, WHERE SHEAR WALLS ARE SHEATHED ON BOTH 5. NAILS/SCREWS TO HOLDOWN POST SHALL BE PER MANUFACTURER'S SPECIFICATIONS. • • U 3 N 1, FACES, ALL STUDS AND PLATES RECEIVING EDGE.NAILING FROM BOTH FACES MUST BE A 6. ALL HOLDOWN BOLTS MUST BE RE-TIGHTENED JUST PRIOR TO ENCLOSING 2ND SIDE OF SINGLE 3-INCH NOMINAL MEMBER OR PANEL JOINTS MUST BE STAGGERED. IN EACH OF WALL. • N t) 1 6 THESE CASES 3x STUDS ARE REQUIRED UNLESS SPECIFICALLY NOTED OTHERWISE ON THE • S L m PLANS BY THE ENGINEER. FOR SHEARWALLS #3 AND #4, A 2x SILL PLATE MAY BE USED •e N >LY) IF TWO TIMES THE NUMBER OF ANCHOR BOLTS REQUIRED BY THE SHEARWALL SCHEDULE MATCHING DOWEL EACH VERT. w N ARE USED AND ARE EVENLY SPACED (SEE 2003 IBC SECTION 2305.3.10). TRUSS PER PLA UP 42 BAR DPMETERS MIN a, 4. SHEARWALL NAILING CRITERIA IS BASED ON TABLE 2306.4.1 OF THE INTERNATIONAL 8d ® 6" 0/C INTO BLOCKIN , Z BUILDING CODE (FOR CDX) OR REPORT NER-124 (FOR OSB). VALUES ARE BASED ON .00 PERE. vBAxs 0 H1 CLIP 0EAC r HEM-FIR NO. 2 FRAMING WITH COMMON NAILS. TRUSS (24" 0/C • CUBIC POOT WASHED PEA GRAVEL AND DRAINED TO DAYUGHT OR APPROVED e 5. HOLDOWNS AND OTHER CONNECTIONS MAY BE REQUIRED AT THE ENDS OF MANY MA I: OUTFALL •• SHEARWALLS. SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON THE PLANS. REFER TO THE APPROPRIATE DETAILS AND/OR HOEDOWN SCHEDULE FOR VENTILATION MAY BE TI GRADE PER PUN ADDITIONAL INFORMATION REGARDING ANCHOR BOLTS, EMBEDMENT LENGTH, ETC. WHERE (2) REVD AT BLOCKING. 2x's ARE USED AS A HOLDOWN POST, SHEARWALL EDGE NAILING MUST BE STAGGERED INTO WALL PER PLAN - VERIFY METHOD W EACH MEMBER OF THE POST. NAIL SHEATHING / INTO EA MEMBER OF ENGINEER PRIOR TO T BARS o 000�o m TOP PLATE CONSTRUCTION. BIRD Q,`� o e. 6. ANCHOR BOLTS MUST BE EMBEDDED A MINIMUM OF 7" INTO CONCRETE OR GROUTED BLOCKING IS i d' o� ' CMU, AND SHALL BE PLACED TO PROVIDE A MINIMUM OF 2" COVER. PROVIDE 3" COVER ACCEPTABLE. 2'a oO °. FOR CONCRETE CAST AGAINST SOIL. O ROOF/SHEARWALL CONN. 1 r ��°°:°: I •e ` ii i I—I 7. ALL MACHINE BOLTS SHALL BE ASTM A307 OR BETTER. HILTI KWIK BOLTS/SIMPSON D 4 –I I_I d T1TEN HD BOLTS OF THE SAME DIAMETER AS SHOWN IN THE SHEARWALL SCHEDULE MAY BE ` . IMI SUBSTITUTED FOR ANCHOR BOLTS INTO EXISTING CONCRETE. BOLTS SHALL BE EMBEDDED A MINIMUM OF 5" INTO EXISTING CONCRETE. 8. ALL NAILS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD (EXCEPT FOR ' 0- BORITE TREATED WOOD) MUST BE HOT DIPPED GALVANIZED OR STAINLESS STEEL TO RESIST 3 j W Q CORROSION. 9. WHERE 100 NAILS ARE SPACED AT 3" ON CENTER OR LESS, NAILS MUST BE STAGGERED. Q 10. OSB OF EQUAL OR GREATER THICKNESS MAY BE SUBSTITUTED FOR CDX SPECIFIED IN A - B C z SHEARWALL SCHEDULE. Q Li — 30'. m- -N i^ REBAR .I �'' CANTILEVER RETAINING WALL SCHEDULE: 100 PSF SURCHARGE w - LENGTH `.';;` ONE #4 REBAR 2 J O HOLDOWN POST. SEE ':•••,:‘,:::.q, IN SHEAR CONE NOTES: I. BACKFILL PRIOR TO MAKING ANY PERMANENT FLOOR CONNECTIONS — Z FOR DOUBLE SIDED A.:` 2.BOTTOM SLAB MUST BE IN PLACE PRIOR TO BACKFILLING Q HOLDOWN SCHEDULE OR LENGTH OF ..,- (12" MIN. REBAR LENGTH PLAN FOR MINIMUM SHEARWALL SHEARWALLS, THE SHEATHING I m REQUIREMENTS ' ON EACH FACE MUST EXTEND / " MI CONTINUOUS BETWEEN 1 FROM . CORNER H A B C D V-BARS H-BARS T-BARS Cr) U M /i1 —1111 'STI1EY INSTALLATION a-4' 12' a' 4' Ia #4O18•dc #4e IO'WB #4012'ac ©� OPENING PER PLA A © -- LOCATION OF • 4-6' 4` 8' 21' 1 a' r4�L 5'dc #40 I O'dc r4®12'dc HOLDOWN TO BE STHD14RJ INSTALLED TYPE OF HOLDOWN TO BE WALL PER PLA 2)LAYERS Of 90M INSTALLED FELT OR EQUIVALENT SHEARWALL DESIGNATION - SEE SILL PLATE AND ANCHOR BOLT SHEARWALL SCHEDULE FOR FRAMING, PER SHEARWALL SCHEDULE.(USE SLAB PER PLAN NAILING AND ANCHORAGE 2x6 P.T. SILL PLATE W/1{I"0 J-BOLTS 0 48'0/C MIN.) LATERAL MARKING LEGEND REQUIREMENTS BACKFILL W/ POROUS MATERIAL 6• MIMI i 11=11F FROST DEPTH 8"COCN WALL W/M 4 6 Drawn By:CCC (18"MIN) 18'0/C EA WAY Checked By:CCC e . Date:05-13-1 5 1 j SDA JOB NO. 4'0 PERFORATED PLASTIC PIPE. LI G` 6'WIDE X B-TR<CONC FIG W/(2)P 4 7533 CENTER IN ONE CUBIC FOOT OF FREE DRAINING GRAVEL AND DRAIN TO APPROVED OUTFALL. OFND/SHEARWALL CONN STRUCTURAL SCALE: �•..1'-0" - 2 S C /� _ . 0 r,.. /f..73., ' I