1120 CHESTNUT ST 2016-09-20 - Laserfiche WebLink

BUILDING CODE: 2006 INTERNATIONAL BUILDING CODE FLOOR LOAD: DEAD LOAD: 12 psf LIVE LOAD: 40 psf "ROOF LOAD: DEAD LOAD: 15 psf FLAT ROOF SNOW LOAD: 25 psf SNOW EXPOSURE FACTOR (Ce): 1.0 SNOW LOAD IMPORTANCE FACTOR (Is): 1.0 THERMAL FACTOR (Ct): 1.0 WIND DESIGN DATA: 1. BASIC WIND SPEED: 85 MPH 2. WIND IMPORTANCE FACTOR (Iw): 1.0 BUILDING CATEGORY: 11 3. WIND EXPOSURE: C 4. INTERNAL PRESSURE COEFFICIENT: NA 5. APPLICABLE WIND PRESSURE FOR COMPONENTS AND CLADDING: NA I SESIMIC DESIGN DATA: 1. SEISMIC IMPORTANCE FACTOR: 1.0 SEISMIC USE GROUP: I 2. SPECTRAL RESPONSE ACCELER.4TION (S:): 125.0% 3. SITE CLASS: D (ASSUMED) 4. SPECTRAL RESPONSE COEFFICIENTS (Sos): 83.3% 5. SEISMIC DESIGN CATEGORY: D b. BASIC SEISMIC-FORCE-RESISTING SYSTEM: SHEARWALLS I 7. DESIGN BASE SHEAR: 18,232 Ibs 8. SEISMIC RESPONSE COEFFICIENT (Cs): NA ' 9. RESPONSE MODIFICATION FACTOR (R): 6.5 I 10. ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE PROCEDURE SHEARWALL SCHEDULE (OSB) MARK SHEATHING EDGE FIELD SILL PLATE & BOTTOM/TOP NAILING NAILING CONN. @ FND PLATE CONN. Q �a' OSB ONE FACE Bd @ 6" O/C 8d @ 12" O/C %a' p q,B. @ 48" O/C W/ LTP4 @ 32" O/C W/ 2x 2x SILL PLATE BOTTOM PLATE Q %b" OSB ONE FACE Sd Q 4" O/C Bd @ 12" O/C %^ m AB. @ 36` O/C W/ LTP4 @ 20" O/C W/ 2z 2x SILL PLATE BOTTOM PLATE '/a' OSB EACH FACE 8d @ 3" O/C Bd @ 12° O/C %�� m qB. @ 16° O/C W/ LTP4 @ 5" O/C W/ 3x � E4CH FACE EACH FACE 3x SILL PLATE BOTTOM PLATE SHEARWALL NOTES 1. ALL STUDS, BLOCKING, TOP AND BOTTOM PLATES SHALL BE HEM-FIR NO. 2 UNLESS NOTED OTHERWISE ON PLANS. ALL SHEATHING EDGES MUST BE BACKED WITH 2x OR WIDER FRAMING (SEE NOTE #3). 2. SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. ALL SHEARWALL SHEATHING MUST EXTEND TO THE OUTISDE EDGE OF ALL HOLDOWN POSTS AND CORNERS, AND TO THE INSIDE EDGE OF FRAMING AROUND OPENINGS. 3. WHERE SHEATHING NAILING IS SHEARWALL #3 AND GREATER, ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LE55 THAN A SINGLE 3-INCH NOMINAL MEMBER. ADDITIONALLY, WHERE SHEARWALLS ARE SHEATHED ON BOTH FACES, ALL STUDS AND PLATES RECENING EDGE NAILING FROM BOTH FACES MUST BE A SINGLE 3-INCH NOMINAL MEMBER OR PANEL JOINTS MUST BE STAGGERED. IN EACH OF THESE CASES 3x STUDS ARE REQUIRED UNLE55 SPECIFICALLY NOTED OTHERWISE ON THE PLANS BY THE ENGINEER. FOR SHEARWALL #3 AND #4, A 2x SILL PLATE MAY BE USED IF TWO TIMES THE NUMBER OF ANCHOR BOLTS REQUIRED BY THE SHEARWALL SCHEDULE ARE USED AND ARE EVENLY SPACED (SEE 2003 IBC SECTION 2305.3.10). i FRAMING LUMBER I 4. SHEARWALL NAILING CRITERIA IS BASED ON TABLE 2306.4J OF THE INTERNATIONAL � 1. FRAMING LUMBER SHALL BE HEM-FIR NO. 2. GRADES ARE TYPICAL UNLESS I BUILDING CODE (FOR CDX) OR REPORT NER-124 (FOR O5B). VALUES ARE BASED ON � OTHERWISE NOTED ON PLANS. LUMBER TO BE GRADE MARKED PER WCLB HEM-FIR NO. 2 FRAMING WITH COMMON NAILS. i SPECIFICATIONS. 2. STRUCTUR,4L SHEATHING SHALL BE APA R;4TED PLYWOOD, EXPOSURE 1 5. HOLDOWNS AND OTHER CONNECTIONS MAY BE REQUIRED AT THE ENDS OF MANY SHEATHING CONFORMING TO EITHER COMMERCIAL STANDARDS P51-83, APA SHEARWALLS. SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON THE PRP-108, OR VOLUNTARY PRODUCT STANDARD PSE-92. PROVIDE A MINIMUM OF P�`NS. REFER TO THE APPROPRIATE DETAILS AND/OR HOLDOWN SCHEDULE FOR i ADDITIONAL INFORMATION REGARDING ANCHOR BOLTS, EMBEDMENT LENGTH, EfC. 3/" EDGE DISTANCE ON ALL NAILS AND Ye" EXPANSION JOINT BETWEEN ALL PANEL ' WHERE (2) 2x's ARE USED AS A HOLDOWN POST, SHEARWALL EDGE NAILING MUST BE �, EDGES. MINIMUM SHEATHING REQUIREMENTS ARE AS FOLLOWS: � STAGGERED INTO EACH MEMBER OF THE POST. ROOF SHEATHING TO BE 15/az° C-D INT-APA RATED PLYWOOD WITH EXTERIOR I b. ANCHOR BOLTS MUST BE EMBEDDED A MINIMUM OF 7" INTO CONCRETE OR GLUE, P.I. 24/0. USE 5-PLY FOR PANELIZED ROOFS. NAIL WITH 8d NAILS AT 6" GROUTED CMU, AND SHALL BE PLACED TO PROVIDE A MINIMUM OF 2" COVER. PROVIDE ON CENTER AT PANEL EDGES AND 8d AT 12" ON CENTER AT INTERMEDIATE I 3" COVER FOR CONCRETE CAST AGAINST SOIL. MEMBERS. ' 7. ALL MACHINE BOLTS SHALL BE ASTM A307 OR BETTER. HILTI KWIK BOLTS/SIMPSON SUB FLOORING TO BE 3/" TONGUE AND GROOVE C-D INT-APA RATED PLYWOOD TITEN HD BOLTS OF THE SAME DIAMEfER AS SHOWN IN THE SHEARWALL SCHEDULE MAY WITH EXTERIOR GLUE, P.I. 48/24. GLUE AND NAIL WITH l Od NAILS AT 6" ON gE SUBSTITUTED FOR ANCHOR BOLTS INTO EXISTING CONCRETE. BOLTS SHALL BE CENTER AT PANEL EDGES AND 12" ON CENTER AT INTERMEDIATE MEMBERS. EMBEDDED A MINIMUM OF 5" INTO EXISTING CONCRETE. OSB OF EQUAL OR GREATER SPAN RATING MAY BE USED AS A SUBSTITUTE FOR g. ALL NAILS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD (EXCEPT CDX PANELS. FOR BORITE TREATED WOOD) MUST BE HOT DIPPED GALVANIZED OR STAINLESS STEEL TO 3. NAILING SHALL CONFORM TO TABLE 2304.9.1 OF THE INTERNATIONAL RESIST CORROSION. BUILDING CODE UNLESS NOTED OTHERWISE. USE COMMON NAILS 9. WHERE l Od NAILS ARE SPACED AT 3" ON CENTER OR LESS, NAILS MUST BE STAGGERED. THROUGHOUT UNLESS NOTED OTHERWISE. 4. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY DETAILED OR APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. 5. PROVIDE PROPERLY SIZED WASHERS UNDER HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. b. PROVIDE 2x2x3/6' WASHERS AT ALL ANCHOR BOLTS. VERIFY WITH LOCAL JURISDICTION REQUIREMENTS. 7. BOLT HOLES SHALL BE NOMINAL DIAMETER OF BOLT PLUS Y6° UNLESS NOTED OTHERWISE. LAG BOLT PILOT HOLES SHALL BE PRE-DRILLED TO 60% OF THE NOMINAL DIAMETER OF THE LAG BOLT UNLESS NOTED OTHERW�SE. 8. ALL SILL PLATES SHALL BE BOLTED TO THE FOUNDATION WITH S�g° MINIMUM DIAMETER BOLTS SPACED AT A MAXIMUM OF 48" ON CENTER. BOLTS MUST BE EMBEDDED A MINIMUM OF 7" INTO CONCRETE OR MASONRY. 5EE PLANS AND DETAILS FOR SPECIFIC REQUIREMENTS WHERE APPLICABLE. 9. CONTACT THIS OFFICE PRIOR TO MAKING ANY CHANGES TO THESE DETAILS. � DOUBLE TOP PLATE W/ EDGE NAILING �STAGGER) QB SHEARWALL EDGE NAILING AT ALL PANEL EDGES. BLOCKING AT ALL PANEL EDGES WHERE APPLICABLE QC EDGE NAILING TO HOLDOWN POST (fULL HEIGHT) STAGGER INTO DOUBLE STUDS � STUDS p 16" ON CENTER �E PRESSl1RE TREATED SILL PLATE WITH EDGE NAILJNG AND ANCHOR BOLTS PER SHEARWALL SCHEDULE. FQ TOP PLATE SPLICE NAILING TO BE (8) 16d SINKERS (MW�. LAP 48" MINIMUM. CENTER SPLICE ON STUD, QG HOLDOVJN PER SCHEDULE AND PLAN (HDQB-SD53 SHOWN) QH COORDINATE ALL STUD AND PLATE SIZES w/ SHEARWALL SCHEDULE REQUIREMENTS JQ EDGE NAILING TO POSTS, TRIM STUDS, AND KING STUDS Q BEARING STUD FOR HEADER ' STD. SHEARWALL ELEVATION W/O RIM I� � / SCALE:Y"=1'0• �/ HOLDOWN POST. SEE I SHEARWALL DESIGNATION - HOLDOWN SCHEDULE LENGTH OF SEE SHEARWALL SCHEDULE OR PLAN FOR MINIMUM SHEARWALL FOR FRAMING, NAILING AND ' REQUIREMENTS� ANCHORAGE REQUIREMENTS LOCATION OF HOLDOWN TO BE INSTALLED HOLDOWN SCHEDULE 'FOR HOLDOWNS INSTALLED IN NEW FOUNDATIONS MODEL %NCHOR THRU BOLT$ OR EMBEDMENT/ MINIMUM le de BOLT NAILS/SCREWS STR,4P LENGTH EDGE DIST. STHDB/RI N/A �24) 16d COMMON 8" EMBED ly�^ NA NA STHD10/RU 55TB76 (28) 76d COMMON 10" EMBED lYs" NA NA HDUS-SDS2.5 SST628 (20� SDSYax3 SCREWS 24%° EMBED 1%q NA NA HDUI l-SD52.5 � m�07 ROD (30�SDSY4 x2YSCREWS 35" EMBED 13/• 7p" 15" W/ 2" WASHER C514 N/A (34) lOd COMMON IN CLEAR SPAN + 38" CENTER ON RIM NA NA SINGLE STUD JOIST MST48 N/A (32) 16d COMMON IN CENTER ON RIM DOUBLE STUD 48� JOIST NA NA MST60 N/A (46) 16d COMMON IN b�„ CENTER ON RIM NA NA DOUBLE STUD JOIST HOLDOWN NOTES 1. ALL-THREAD BOLTS SHALL CONFORM TO ASTM A307. 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH fc = 2500 PSI m 5 '� 4 C t N � 0 N } � � a 0 � V �; O� o �! � �� Q .= � v � " o c �o� � � � � � �� .� Q¢a � � ��o� � = N M � r� p o > ,ri L N W c� � � � � z i O } a C1� � W � 3 � U a Om U� � O W U _ i� W O Q O Z V N Q V 3. ALL HOLDOWNS REQUIRE A(2) 2x POST UNLESS NOTED OTHERWISE. HHDQ17 , ' AND HHDQ14 REQUIRE A 4x6 MINIMUM POST SIZE, U.N.O. WHERE HOLDOWNS I ARE INSTALLED INTO THE WIDE FACE OF THE STUD, THE STUDS MUST BE STITCH Drawn By: DPD \ OPENING PER PLAN i NAILED TOGETHER W/ 16d SINKERS STAGGERED @ 4" O/C. �' Checked By: CCC 2 2 Date: 6-30-08 LATERAL MARKING LEGEND �TYPE OF HOLDOWN TO BE INSTALLED - SEE HOLDOWN SCHEDULE 4. MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED TO WEATHER OR SOIL. FOR CONCRETE CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. 5. NAILS/SCREWS TO HOLDOWN POST SHALL BE PER MANUFACTURER'S SPECIFICATIONS. 6. ALL HOLDOWN BOLTS MUST BE RE-TIGHTENED JUST PRIOR TO ENCLOSING 2ND SIDE OF WALL. SDA JOB NO. 5425 STRUCTURAL NOTES S-�.�