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HomeMy WebLinkAbout1403 Locust Ave (4)RECEIVE® CITY OF SANFORD PERMIT APPLICATION MAY 2 2006 Permit #:.- ND- Date: Feb. 22, 2006 JobAadress: 1403 Locust Ave. Sanford FL 32771 Description of Work: Res tore home to pre -loss condition(s) due to vehicle hitting home. Historic District: Zoning: Value of Work: $� A ' C» Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water& Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel#: 31-19-31-505-0000-0680 (Attach Proof of Ownership& Legal Description) Owners Name & Address: Ong Johnson 1403 Locust Ave., Sanford, FL 32771 Phone: Contractor Name&Address: Premiere Restoration Orlando (Michael Morgan 5107 Andrus Ave, Orlando, FL 32804 State License Number: CBC056687 Phone& Fax: 407. 292, 9744 / 292-8425fax Contact Person: Jessica Phone:407.292.9744 Bonding Company: N/A Address: N f A Mortgage Lender: N/A Address: NSA Architect/Engineer: ^� \ ��, 1 lL.l C) le Phone: �� /1 �7 .r�1 Address: U -) _ 1 I� 1.1 YI e ( ��p _ C) le o �� r) I Fes.• ^1 ill — H Q -2, - / 1 f1 i)i Application is hereby made to obtain a permits do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of ermit is verification th will notify the owner of the property of the require is of Fl rida w, 713. Signat o er/Agent Date Signature of Contractor/Agent -i �D.te Michael A. Morgan �, z jPnri Owner/Agent's Name Print Contractor/Agent's Name ` ^ ca 55 Signature of Notary -State o Florida Date ture of No ry- to f Flon a ate V Q 2o.�pPY P�Bziv SAUNDRA L. THOMPS `� W m *0", * MY COMMISSION # DD 406507 C> X EXPIRES: June 25,2W9 >_ w Ower/Agent is _ Personally Knovh�Bonded Thor Budget Notary Services Contractor/Agent is ersonally Known to Me r Produced ID �Ln L _ Produced ID a lot rod �• W APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: oN 5�P (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: i CONNECTION NAILING 1. Joist to sill or girder, toenail CONNECTION NAILING 1. Joist to sill or girder, toenail 3-8d 2. Bridging to joist, toenail each end 2-8d 3, 1 x 6' 25 mm x 152 mm subfloor or less to each joist, face nail 2-8d 4. Wider than 1" x 6" (25 mm x 152 mm) subfloor to each joist, face nail 3-8d 5. 2" (51 mm) subfloor to joist or girder, blind and face nail 2-16d 6, Sole plate to joist or blocking, typical face nail 16d at 16" 406 mm) O.C. Sole plate to 'oist or blocking, at braced wall Ronels 3-16d per 16" (406 mm) 7. Top plate to stud, end nail 2-16d- 8, Stud to sole plate 4-8d, toenail or 2-16d, end nail 9. Double studs, face nail 16d at 24" (610 mm) o.c. 10. Doubled top plates, ypica ace nail 16d at 16" (40-6--m—mT o.c. Double top plates, lap splice 8-16d 11, Blocking between joists or rafters to top plate, toenail 3-8d 12. Rim joist to top plate, toenail 8d at 6" (152 mm) o.c. 13. Top plates, laps and intersections, face nail 2-16d 14, Continuous header, two pieces 16d at 16" (406 mm) ox. along each edge 15, Ceiling joists to plate, toenail 3-8d 16. Continuous header to stud, toenail 4-8d 17. Ceiling joists, laps over partitions, face nail 3-16d 18. Ceiling joists to parallel rafters, face nail 3-16d 19. Rafter to plate, toenail 3-8d 20.1" (25 mm) brace to each stud and plate, face nail 2-8d 21.1" x 8" 25 mm x 203 mm sheathing or less to each bearing, face nail 2-8d 22. Wider than 1" x 8" (25 mm x 203 mm) sheathing to each bearing, face nail 3-8d 23. Built-up corner studs 16d at 24" (610 mm) o.c. 24, Built-up girder and beams: 20d at 32" o.c. ® top & bottom & staggered 2-20d 0 ends & at ea. splice 25. 2" (51 mm) planks 2-16d at each bearing 26, Wood structuralpanels and particleboard: 0 Subfloor and wall sheathing (to framing); 1/2" 512.7 mm) and less 6d 19/32'-3/4" (15 mm - 19 mm) 8d or 6d 7/8"-1" (22 mm - 25 mm) 8d 1 1/8"-1 1/4" (29 mm - 32 mm) 10d or 8d Combination subfloor-underlayment (to framing): 3/4" (19 mm) and less 6d 7/8"-1" (22 mm - 25 mm) 8d 1 1/8"-1 1/4" 29 mm - 32 mm 10d or 8d 27. Panel sidin (to framing): 1/2" (812.7 mm) or less 6d 5/8" (16 mm) 8d 28. Fiberboard sheathing: No. 11 1/2" (12.7 mm) ga. 6d OTHERWISE, APPROVED AND MARKED BY THE A.P.A. No. 16 ga. 25/32" (20 mm) No. 11 ga. ALL HORIZONTAL PLYWOOD SHALL BE LAID WITH FACE GRAIN 8d 1) CODE USED:. 2004 FLORIDA BUILDING CODE. No. 16 go, 2g, Interior paneling 1/4" 6.4 mm (9.5 4d 3/8" mm� 6d TIMBER GENERAL FRAMING: ALL BEAMS AND POSTS TO BE SOUTHERN PINE 1 OR 1) ALL WORKMANSHIP AND :MATERIALS SHALL CONFORM TO THE 2004 1 # EDITION OF TW- FLORIDA BUILDING CODE 11) WALL BRACING SHALL BE PROVIDED IN ALL WALLS NOT OTHERWISE BRACED. BRACING SHALL BE A 1X4 DIAGONAL LET -1N BRACE AT EACH END, AND AT 25 FT. MAXIMUM INTERVALS. EACH BRACE SHALL COVER 4 STUD SPACES AND BE NAILED TO TOP AND BOTTOM PLATES WITH 3-8d NAILS. SIMPSON COMPRESSION WALL BRACING (CWB) MAY BE SUBSTITUTED FOR LET -IN BRACING. 12) ORIENTED STRAND BOARD (OSB) MAY BE SUBSTITUTED FOR HORIZONTAL PLYWOOD SHEATHING IF THE CONTRACTOR PROVIDES THIS OFFICE WITH `PrRITTEN. APPROVAL, FROM THE APPROPRIATE MUNICIPALITY. '13) ALL FLUSH FRAMED JOISTS OR BEAMS SHALL SEAT IN SIMPSON JOIST HANGERS, SEE PLANS. '14) BUILT-UP OR MULTIPLE JOIST BEAMS SHALL NOT BE SUBSTITUTED FOR SOLID BEAMS. '15) 2x12 OR LARGER FLOOR JOISTS AND RAFTERS SHALL BE SUPPORTED LATERALLY BY BLOCKING AT INTERVALS NOT EXCEEDING EIGHT FEET AND AT ALL SUPPORTS. '16) .BLOCKING, WEB STIFFENERS AND OTHER WOOD WEB I -JOIST REQUIREMENTS SHALL BE SPECIFIED BY MANUFACTURER. 17) LAG SCREWS:' PROVIDE LEAD HOLE 40% - 70% OF THREADED SHANK DIAMETER, AND FULL DIAMETER FOR SMOOTH SHANK PORTION. 18) SPLICES IN TOP PLATES SHALL HAVE A MINIMUM 4 FOOT LAP SPLICE WITH 20 16d NAILS. 19) ALL BEAMS SHALL BE SUPPORTED BY POSTS OR GIRDERS.,' FOR 4x8 AND SMALLER BEAMS A MINIMUM 2-20 POST SHALL BE USED UNLESS NOTED OTHERWISE, FOR 4x10 AND LARGER BEAMS:A MINIMUM 4x4 POST SHALL BE USED UNLESS NOTED OTHERWISE. ALL POSTS SHALL PROVIDE FULL BEARING WIDTH FOR THE BEAM UNLESS NOTED OTHER- WISE. 20) `ALL POSTS SHALL BE CONTINUED THROUGH FLOORS WITH SOLID BLOCKING BETWEEN FLOORS AND A POST OF EQUAL OR GREATER SIZE BELOW, UNTIL A BEAM OR FOUNDATION; IS ENCOUNTERED. 21) ALL POSTS INSIDE WALLS MAY BEAR ON THE SILL PLATE UNLESS NOTED OTHERWISE. ISOLATED POSTS SHALL BE SEATED IN SIMPSON POST BASES. 22) GLU-LAM BEAMS SHOWN AS SPANNING BETWEEN TWO SUPPORTS WITHOUT CANTILEVERS TO BE DOUGLAS FIR GRADE 24F -V4 UNLESS NOTED OTHERWISE. GLU-LAMS WITH CANTILEVERS SHALL BE DOUGLAS FIR GRADE 24F -V8 UNLESS NOTED OTHERWISE. A LICENSED FABRICATOR IS REQUIRED FOR ALL GLU-LAM BEAMS.' MOISTURE CONTENT OF GLU-LAM BEAMS TO BE NOT GREATER THANY.1%T TIME OF CONSTRUCTION. 2 3) WOOD STUDS SHALL BE SPACED AT 16" ON CENTER MAXIMUM UNLESS NOTED OTHERWISE. FOR STUD WALLS HIGHER THAN 10 FEET NOT SPECIFICALLY CALLED OUT ON PLANS CONTACT THE ENGINEER FOR SIZE AND SPACING. 24) NAILING .TO COMPLY WITH NAILING SCHEDULE - TABLE NO. 23-11-B-1 OF THE 2004 FBC UNLESS NOTED OTHERWISE. NAILING REQUIREMENTS STATED IN THE SPECIFICATIONS, PLANS OR DETAILS SHALL SUPERSEDE TABLE 23-11-B-1. REVISIONS HIGHER GRADE, JOISTS TO BE #1, STUDS TO BE S.P. #2 OR DATE HIGHER GRADE UNLESS NOTED OTHERWISE, GRADED BY WWPA OR 2) THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND REPORT WCLIB. ANY DISCREPANCIES TO THE ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION: THE ARCHITECTURAL PLANS SHALL BE 2 ALL WOOD IN CONTACT WITH CONCRETEi.e. MUD SILLS ( ) TO BE USED FOR ALL DIMENSIONS AND WALL LAYOUTS, PRESSURE TREATED DOUGLAS FIR. 3) DURING CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE 3) BOLTS IN TIMBER TO HAVE STANDARD CUT WASHERS,` UNLESS NOTED ENGINEER OF ANY UNUSUAL OR UNFORSEEN CONDITION PRIOR OTHERWISE. BOLTS USED WITH STEEL PLATES OR ANGLES MAY NOT TO CONTINUING WITH CONSTRUCTION. SHOULD ANY CONDITION REQUIRE WASHERS. HOLES FOR BOLTS TO BE A MAXIMUM OF 1/16 ARISE WHERE THE INTENT OF THE DRAWINGS IS IN DOUBT, OR INCH LARGER THAN BOLT DIAMETER. WHERE THERE APPEARS TO BE A DISCREPANCY BETWEEN THE DRAWINGS AND THE CONDITION IN THE FIELD, THE ENGINEER 4) NAILS SHALL BE COMMON WIRE NAILS UNLESS NOTED OTHERWISE. m� SHALL BE NOTIFIED PRIOR TO CONTINUING WITH WORK. 5) STRUCTURAL HARDWARE CALLOUTS (JOIST HANGERS, POST BASES, 4) DO NOT SCALE STRUCTURAL PLANS OR DETAILS, 0 HOLDOWNS AND ALL OTHER HARDWARE) SHOWN ON STRUCTURAL •-, DRAWINGS REFER TO MODEL NUMBERS CONTAINED IN THE CURRENT 5) THE FOLLOWING NOTES SHALL APPLY UNLESS NOTED OTHERWISE w SIMPSON STRONG -TIE CO. INC. CATALOG UNLESS NOTED OTHERWISE. � ON THE STRUCTURAL PLANS, THE INSTALLATION REQUIREMENTS SHOWN IN THE CATALOG MUST w w BE FULLY FOLLOWED UNLESS SPECIFICALLY NOTED OTHERWISE. EQUIVALENT HARDWARE MAY BE SUBSTITUTED. 6) PLYWOOD SHEATHING SHALL BE GRADE C.D.X. UNLESS NOTED 0 m WIND LOAD INFORMATION OTHERWISE, APPROVED AND MARKED BY THE A.P.A. 7) ALL HORIZONTAL PLYWOOD SHALL BE LAID WITH FACE GRAIN 1) CODE USED:. 2004 FLORIDA BUILDING CODE. .PERPENDICULAR TO JOISTS AND WITH STAGGERED JOINTS. zwQ 2) BASIC WIND SPEED == 110/120 MPH 8) PLYWOOD SHEATHING ❑ �_ Q ROOF SHEATHING: F U) 3) WIND IMPORTANCE FACTOR = 1.0 1/2" .CDX PLYWOOD OR BETTER (INDEX 24/0) NAILED WITH 8d 4) INTERNAL PRESSURE COEFF. = 1.0 (, COMMON WIRE NAILS AT 6" ON CENTER AT BUILDING zoo BOUNDARIES AND PANEL EDGES AND AT 12" ON CENTER AT 0 5) DESIGN WIND PRESSURE FOR CLADDING ,& COMPONENTS INTERMEDIATE SUPPORTS. PANEL EDGES NEED NOT BE 0 -3 2.3 PSN z BLOCKED. = 0 9) SHEARWALL NAIL TYPES: 0 PLYWOOD: COMMON SEE SHEARWALL SCHEDULE FOR NAILSIZE AND SPACING. U 10) NEW WALLS WHICH ARE NOT DESIGNATED AS SHEAR WALLS SHALL w RECEIVE THE FOLLOWING MINIMUM NAILING: PLYWOOD - 3/8 INCH THICK MINIMUM. 8d NAILS ATC O.C. AT PANEL 0 EDGES, 12" O.C. AT INTERMEDIATE SUPPORTS. EDGES NOT BLOCKED. 0 DRYWALL - 6d NAILS AT 7" O.C. STUCCO - 16 ga. STAPLES AT 6" 0.C. 0 11) WALL BRACING SHALL BE PROVIDED IN ALL WALLS NOT OTHERWISE BRACED. BRACING SHALL BE A 1X4 DIAGONAL LET -1N BRACE AT EACH END, AND AT 25 FT. MAXIMUM INTERVALS. EACH BRACE SHALL COVER 4 STUD SPACES AND BE NAILED TO TOP AND BOTTOM PLATES WITH 3-8d NAILS. SIMPSON COMPRESSION WALL BRACING (CWB) MAY BE SUBSTITUTED FOR LET -IN BRACING. 12) ORIENTED STRAND BOARD (OSB) MAY BE SUBSTITUTED FOR HORIZONTAL PLYWOOD SHEATHING IF THE CONTRACTOR PROVIDES THIS OFFICE WITH `PrRITTEN. APPROVAL, FROM THE APPROPRIATE MUNICIPALITY. '13) ALL FLUSH FRAMED JOISTS OR BEAMS SHALL SEAT IN SIMPSON JOIST HANGERS, SEE PLANS. '14) BUILT-UP OR MULTIPLE JOIST BEAMS SHALL NOT BE SUBSTITUTED FOR SOLID BEAMS. '15) 2x12 OR LARGER FLOOR JOISTS AND RAFTERS SHALL BE SUPPORTED LATERALLY BY BLOCKING AT INTERVALS NOT EXCEEDING EIGHT FEET AND AT ALL SUPPORTS. '16) .BLOCKING, WEB STIFFENERS AND OTHER WOOD WEB I -JOIST REQUIREMENTS SHALL BE SPECIFIED BY MANUFACTURER. 17) LAG SCREWS:' PROVIDE LEAD HOLE 40% - 70% OF THREADED SHANK DIAMETER, AND FULL DIAMETER FOR SMOOTH SHANK PORTION. 18) SPLICES IN TOP PLATES SHALL HAVE A MINIMUM 4 FOOT LAP SPLICE WITH 20 16d NAILS. 19) ALL BEAMS SHALL BE SUPPORTED BY POSTS OR GIRDERS.,' FOR 4x8 AND SMALLER BEAMS A MINIMUM 2-20 POST SHALL BE USED UNLESS NOTED OTHERWISE, FOR 4x10 AND LARGER BEAMS:A MINIMUM 4x4 POST SHALL BE USED UNLESS NOTED OTHERWISE. ALL POSTS SHALL PROVIDE FULL BEARING WIDTH FOR THE BEAM UNLESS NOTED OTHER- WISE. 20) `ALL POSTS SHALL BE CONTINUED THROUGH FLOORS WITH SOLID BLOCKING BETWEEN FLOORS AND A POST OF EQUAL OR GREATER SIZE BELOW, UNTIL A BEAM OR FOUNDATION; IS ENCOUNTERED. 21) ALL POSTS INSIDE WALLS MAY BEAR ON THE SILL PLATE UNLESS NOTED OTHERWISE. ISOLATED POSTS SHALL BE SEATED IN SIMPSON POST BASES. 22) GLU-LAM BEAMS SHOWN AS SPANNING BETWEEN TWO SUPPORTS WITHOUT CANTILEVERS TO BE DOUGLAS FIR GRADE 24F -V4 UNLESS NOTED OTHERWISE. GLU-LAMS WITH CANTILEVERS SHALL BE DOUGLAS FIR GRADE 24F -V8 UNLESS NOTED OTHERWISE. A LICENSED FABRICATOR IS REQUIRED FOR ALL GLU-LAM BEAMS.' MOISTURE CONTENT OF GLU-LAM BEAMS TO BE NOT GREATER THANY.1%T TIME OF CONSTRUCTION. 2 3) WOOD STUDS SHALL BE SPACED AT 16" ON CENTER MAXIMUM UNLESS NOTED OTHERWISE. FOR STUD WALLS HIGHER THAN 10 FEET NOT SPECIFICALLY CALLED OUT ON PLANS CONTACT THE ENGINEER FOR SIZE AND SPACING. 24) NAILING .TO COMPLY WITH NAILING SCHEDULE - TABLE NO. 23-11-B-1 OF THE 2004 FBC UNLESS NOTED OTHERWISE. NAILING REQUIREMENTS STATED IN THE SPECIFICATIONS, PLANS OR DETAILS SHALL SUPERSEDE TABLE 23-11-B-1. REVISIONS DATE rG1 H v� m� �z z W 0 •-, www w o � w w p� El 0 m LL! zwQ W Q ❑ �_ Q F U) 0 (, LL zoo 0 U) 0 z = 0 z 0 U w 0 0 0 z J w z w DATE 4-28-06 DRAWN P.H. JOB S-1 ,FLOOR PLAN NOTES 1) SEE SHEET S -S FOR SHEARWALL SCHEDULE, nir%Ai i ini i -r mv-ri iRES 1 0 . ED EXISTING R ON WALL. REVISIONS DATE w IQ . F4 �-, W o , pcQ Li N ;, E-4 S p� z w Z> w Q -C] -�-� (/) (/) 0 ry LL z0 O lw z� 0 = a z 0-t< z O O 1 LL z 1- U) 5<- w DATE 4=28-06 DRAWN P. H. JOB S-2 EACH SIDE OF CONNECTOR @ 32"o/c OPENING BOUNDARY NAILING ALONG ENTIRE HEIGHT OF POST I NEW POST SIMPSON "SET" EPDXY. EMBEDMENT NEW SIMPSON HOLDOWN 6-3/4" FOR 5/8" DIA. BOLT o PER PLAN A-307 ALL -THREAD CONTINUOUS DEPUTY a BOLT, DIAMETER PER INSPECTION IS REQUIRED MANUFACTURER WHEN USING EPDXY, iii, i i i —I 1-3/4" MIN. EDGE DIST. FOR 5/8" BOLT - EXISTING FOOTING PHD2 USES 5/8" DIA.ANCHOR &10 -SDS 1/4x 3 SCREWS INTO POST PHU HOEDOWN w/ SIMPSON EPDXY O3 SIMPSON "SET EPDXY. EMBEDMENT 4-1/4" FOR 5/8" DIA. BOLT v NEW SHEAR PANELING PER PLAN NEW 5/8" DIA, A-307 ANCHOR BOLTS w/ 2.5"x2.5"x1 /4" WASHERS NEW 2x4 SILL PLATE 4�1- 1-3/4" EDGE DIST. EXISTING FOOTING ol SHEAR TRANSFER TO (E) FTG.. O MARK MATERIALS 2 SIDES BLOCKED NOTES(3) NAILING B'DRY/EDGE/FIELD SHEAR TRANSFER (7) VALUE (PLF) TOP PLATE SOLE PLATE MUD— SILL � 3/8" STRUCT-1 PLY (3 -PLY) / NO YES (2) 8d @ 6/6/12"o` /c A35F @ 32" o c / LTP4 @ 32" o c / 3/8"0 LAGS @ 32"o/c OR 30d @ 6 o/c (4) 5/8"0 A.B. " @ 48 o/c 175 15/32" STRUCT-1 PLYWOOD NO YES (2) 8d @ 6/6/12 0/c I A35F @ 28" o/c LTP4 @ 28" o/c 3/8"0 LAGS @ 28"o/c 5/8"0 A.B. @ 48"o/c 210 15/32" STRUCT-1 PLYWOOD NO YES (1) (2) 8d @ 4/4/12"o/c A35F @ 18" o/c LTP4 @ 18" o/c 3/8"0 LAGS © 18"o/c 58`0 A.B. Q 42"o/c 3 20 �'. 15/32" STRUCT-1 PLYWOOD NO YES (1) (2) 10d @ 4/4/12"o/c A35F @ 15" o/c LTP4 @ 15" o/c 3/8"0 .LAGS @ 15"o/c 5/8"0 A.B. @ 36"o/c 380 5 15/32" STRUCT-1 PLYWOOD NO YES (1) (2) (8) 1Od @ 3/3/12"o/c A35F @ 12" o/c LTP4 @ 12" o/c 3/8"0 LAGS @ 12"o/c 5/8"0 A.B. ® 28"o/c 500 15 / 32". STRUCT-1 PLYWOOD N 0 YES (1) (2) 8 ( ) 8d @ '2/2/12"o/c A35F @ 10'� o/c LTP4 Cg? 10" o/c 3/8"0 LAGS @ 10"o/c / 5/8" A.B. ©25"o/c 550 Q � W Q 15/32", STRUCT-1 PLYWOOD NO YES (1) (2) (8) 10d @ 2/2/12"0/c A35F @ 9" o/c LTP4 @ 9" o/c 3/8"gyp LAGS @ 9"o/c 5/8„ A.B. @ 21 "o/c 650 0 _j 15/32" STRUCT-1 PLYWOOD YES YES (1) (2) (8) 10d @ 3/3/12"o/c A35F @ 6" o/c LTP4 @ 6" o/c 3/8"o LAGS @ 6"o/c 5/8" A.B. @ 14 o/c 1000 v) NOTES: 1) 3x FRAMING REQ'D AT ADJOINING PANEL EDGES AND AT BOTTOM 6) ALL 15/32" SHEATHING TO BE 4 -PLY PLYWOOD OR OSB. SILL PLATE. NAILS SHALL BE STAGGERED WHEN NAIL SPACING IS 3" OR LESS, 'MIN. 1/2" EDGE DISTANCE TO THESE 3x MEMBERS. 7) VALUES ARE PER CITY OF L.A. MEMORANDUM DATED 08/21/95. 8 NAILS SHALL BE STAGGERED IN 2 LINES ALONG PANEL EDGES 2) ANCHOR BOLT WASHERS MUST BE MIN,, OF 2 -1/2"x2 -1/2"x1/4" ) WHEN NAIL SPACING IS 2" o.c. OR WHEN 10d .COMMON NAILS SQUARE WASHERS PER UBC 1806.6.1 SPACED 3" o.c. PENETRATE FRAMING MORE, THAN 1-5/8", 3) LAG SCREWS ARE TO BE 6" LONG AND HAVE PRE -DRILLED HOLES OF 3/8"DIA.x6" DEPTH FOR THE THREADED PORTION OF THE SHANK. 4) 30d NAILS TO HAVE PRE -DRILLED HOLES OF 5/32 INCH DIAMETER. 5) 1/2" EDGE. DISTANCE TO BE MAINTAINED FOR PLYWOOD BOUNDARY NAILING. FRAMED WALL w/ OPENING 5 SHEARWALL SCHEDULE 10 REVISIONS DATE cn c ro �i w �i z co W� o W o 0 c N co A� �Q a� o� Q �m iz) w U I..tal Z Q � W Q _ ® [� cO wn U LL z0® 0 _j [L zoo LL = co oz 0 d- Q v) z Q CL 0i 0 0 -1 LL 0 Z_ X W DATE 4/27/06 DRAWN P, H. JOB S�3 OF SHEETS