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I <br />8 9 10 <br />NEW ROOF DECK PER NOTES ON <br />+f F <br />4. <br />SHEET S1 BLOCK UNSUPPORTED <br />PANEL EDGES W 2x4 BLOCKING <br />2x4 BLOCKING @ PROFILE BOARDS TO <br />UNSUPPORTED REMAIN TYP. -PROVIDE 1/4 <br />PANEL EDGES PLYWOOD FILLER <br />NOTE: THIS DETAIL APPLIES ONLY FOR PANELS <br />THAT HAVE BOTTOM AND SIDE PROFILE BOARDS $ <br />SIMPSON LUS26 <br />WITH WATER DAMAGE EXCEEDING SPECIFIED <br />HANGER TYP. <br />LIMITATIONS, <br />EXISTING OSB TO REMAIN 2x8 #2 SYP <br />NOTE: INSPECT PROFILE BOARDS - NAIL OR SCREW TO NEW FRAMING PER <br />FOR WATER DAMAGE. IF DAMAGE JOISTS AS REQUIRED TO 04/S4 <br />5 <br />EXTENDS FOR MORE THAN 112" PREVENT SAGGING. <br />BELOW SURFACE, SCRAPE AWAY <br />1 1 <br />DAMAGED AREAS AND INSTALL <br />ADD'L 2x8 FOR EA.1/2" OF NOTE: SHORING BY <br />REMOVAL WIDTH, EA. LAMINATION CONTRACTOR NOT <br />NOTES: <br />ATTACHED W/ 10d SCREWS @ 8" SHOWN FOR CLARITY <br />O.C. TOP & BOTTOM. <br />1O (2)-2x8 EACH END OR ALTERNATE FOR DETAIL 06/S4 <br />03 <br />ROOF PANEL REPAIR DETAIL <br />3/4" =1' <br />O 2 EXISTING HOLDOWN TO BE RE -ATTACHED TO END STUDS 7 7 <br />W/ (38)-16d NAILS <br />O3 2x8 PT SILL PLATE <br />O4 2x8 WINDOW SILL <br />O 2x8 BOX BEAM HEADER (2x8 TOP AND BOTTOM, INSIDE <br />FACE AND OUTSIDE FACE) <br />SIMPSON "HTT4"HOEDOWN <br />O6 2x8STUDS @16"O.C, <br />W/18-SD#10x11/2" <br />SCREWS INTO DOUBLE STUD <br />O7 2x8 JACK STUD + (2)-2x8 KING STUD <br />& SIMPSON "RFB#5x8 <br />4 <br />THREADED ROD ACHORED <br />O EXISTING TIMBER STRAND PROFILE BOARD TO REMAIN <br />WITH SET EPDXY SYSTEM <br />O EXISTING ROOF PANEL <br />1p 2x8 TOP PLATE <br />EXISTING PANEL <br />11 REFER TO DETAIL 01/S4 FOR ALL ATTACHMENTS J" _ ( <br />PROFILE BOARDS <br />NOTE: NEW HOLDOWN IS <br />REQUIRED IF EXISTING <br />3 <br />SIMPSON HOLDOWN IS <br />DAMAGED DURING WALL <br />PANEL REPAIRS. <br />05 <br />TYPICAL WALL PANEL REPAIR ELEVATION <br />3/4"=1' <br />021 <br />TYP. NEW HOLDOWN DETAIL <br />3/4"=1' <br />NOTE: THIS DETAIL APPLIES ONLY FOR PANELS <br />NEW 2x8 @ 16" O.C. <br />THAT HAVE BOTTOM AND SIDE PROFILE BOARDS <br />REMOVE TIMBERSTRAND IF WATER <br />WITH WATER DAMAGE EXCEEDING SPECIFIED <br />DAMAGE EXCEEDS 1 1/2" ON ANY SURFACE. <br />REMOVE ANY EXISTING <br />EXISTING PARAPET SIMPSON H25A @ 16" O.C. <br />LIMITATIONS. <br />INTERMEDIATE FRAMING <br />FRAMING TO REMAIN <br />THAT IMPEDES SPAN <br />8 10 <br />OF 2x8'S <br />2x10 PL'S & (2) -3/$1'DIA. <br />(6) -10d NAILS TYP. <br />THRU-BOLTS 24" O.C. <br />i @ <br />EXISTING ROOF- <br />PANELCONT. <br />I I <br />(2 - 2x6 TOP &2x6 <br />>` REBUILD PER PLAN <br />I <br />BOTTOM W/ 3/8 DIA. NOTES & DETAILS THIS <br />o o I <br />THRU-BOLTS @ 24" O.C. SHEET <br />(4) -10d TOE NAILS <br />.... . <br />:..........r.........:::r>..._ <br />``........._......, <br />�:::-.: ....-: <br />SPAN > 16 ft.: 2x8 @ 12" O.C. <br />STEEL BEAM BELOW <br />EACH JOIST <br />SPAN <= 16 ft.: 2x8 @ 16" O.C. <br />10" JOIST LAP <br />EXISTING WO BLKG. W/ (4)-10d NAILS <br />PORTION OF <br />EXISTING PROFILE I I EXIST. (3)-2x8 CONT. OR <br />(F.V,) <br />EXISTING <br />BOARD TO REMAIN TYP, I I NEW BLOCKING BTWN, <br />EXISTING BEAM <br />TIMBERSTRAND <br />TOP, BOTTOM & SIDES I I JOISTS <br />PROFILE BOARD TO <br />' <br />REMAIN 1st 2x8 STUD ATTACHED THUS: <br />I ;-• SHORE ROOF PANELS <br />- (38)-16d NAILS TO BLOCKING <br />NOMINAL 1/2", EXP. I I PER PLAN NOTES <br />- (2)-16d NAILS @ 16" O.C. TO <br />PLYWOOD SHEATHING, <br />TIMBERSTRAND <br />ATTACHED TO STUDS, <br />NEW 2x8 STUDS @ 16" O.C., <br />PLATES & BLOCKING W/ <br />STUD GRADE SPF OR BETTER, <br />8d NAILS @ 4" O.C. @ I I RIPPED TO 7" ATTACHED TO <br />08 <br />TIMBERSTRAND REMOVAL DETAIL <br />1 1/2"=1' <br />PANEL EDGES&12FO D <br />I I TOP &BOTTOM PLATES WITH <br />B: PANEL SPAN IN LONG DIRECTION <br />(4) - 8d TOENAILS <br />EXISTING INTERIOR OSB <br />2nd 2x8 STUD ATTACHED TO 1 st <br />2x8 BLOCKING, RIPPED I I SHEATHING & GYP, BOARD <br />REMOVE AS MUCH AS 1 1/2" OF WATER DAMAGED <br />STUD W/ (2)-16d NAILS @ 6" + <br />TO 7" @ HORIZONTAL i i TO REMAIN (CONSIDERED TO <br />MATERIAL FROM EACH FACE OF EXISTING TIMBERSTRAND. <br />- <br />O.C. <br />BE NON-STRUCTURAL) <br />PLYWOOD PANEL I I <br />INSTALL HANGERS PER 03/S4 ON SOLID TIMBERSTRAND <br />FOR A TOTAL OF 38 <br />EDGES TYP, ATTACH I I <br />MATERIAL. IF WATER DAMAGED EXCEEDS 1 1/2" ON ANY <br />TO STUDS W/ (2) - 8d <br />SURFACE, REFER TO DETAIL 06/S4. <br />TOENAILS <br />STEEL BEAM BELOW 2x @ 161 O.C. <br />8d TOE -SCREWS @ 24" O.C. <br />EXISTING SIMPSON I I EACH STUD TO INTERIOR <br />HOLDOWNS @ EXISTING I I OSB. DO NOT DAMAGE <br />PANEL EDGES TO BE INTERIOR DRYWALL FINISH <br />RE -USED. FIELD BEND I I <br />PANEL REPAIR & <br />A: PANEL SPAN IN SHORT DIRECTION <br />ATTACH W/38-16d <br />NAILS. IF HOLDOWN IS, <br />NEW (2)-2x8 BLOCKING TO <br />DAMAGED, REPLACE <br />' <br />REPLACE WATER -DAMAGED <br />PORTION OF EXISTING <br />CONT. 2x8 TOP &BOTTOM W/ <br />PER DETAIL 02/S4 '' .: (2) -16d NAILS @ 16" O.C. TO <br />2 <br />TIMBERSTRAND PROFILE <br />EXIST . a PROFILE BOARD <br />EXISTING 2x10 BLKG, <br />(F.V.) <br />BOARD, RE -ATTACH EXISTING <br />FOUNDATION .• ' ' <br />HOEDOWN <br />EXISTING BEAM <br />NOTE: MOISTURE PROBE ALL WALL PANELS. RE -BUILD <br />ANY PANELS PER THIS DETAIL THAT HAVE A MOISTURE <br />....,_v,.",,,.." <br />o <br />CONTENT OF 17 /o OR GREATER AT A DEPTH OF 1 FROM <br />THE EXTERIOR FACE OF THE PANEL, <br />3 <br />07 <br />TIMBERSTRAND REPAIR DETAIL <br />1 1/2"=1' <br />06 <br />ALTERNATE DETAIL AT END OF PANEL <br />3/4"=1' <br />04 <br />ROOF PANEL REPAIR PLAN DETAIL <br />3/411—T <br />01 <br />WALL PANEL DETAIL <br />3/4"=1' <br />RStffo <br />IMPROVING YOUR WORLD <br />Reynolds, aInc.Ids Smith and Hills, In <br />10748 Deerwood Park Blvd. S. <br />Jacksonville, Florida 32256-0597 <br />904-256-2500 FAX 904-256-2501 <br />www.rsandh.com <br />FL Cent, Nos. AAC001886 * IB26000956 <br />EB0005620 * LCC000210 * GB238 <br />WELLS FARGO <br />AGRIBOARD REPAIR <br />ZEPHYR COMMONS <br />7780 GALL BLVD. <br />ZEPHYR HILLS, FL 33541 <br />6060 N. Central Expy. <br />Suite 360 <br />Dallas, Texas 75206 <br />p: 214.237.7022 <br />f: 214.237.7025 <br />ARMSTRONG-DO UG LASS PARTNERS, LLC <br />Consulting Engineers <br />REGISTRATION <br />REVISIONS <br />DATE ISSUED: 10-22-13 <br />REVIEWED BY: SRA <br />DRAWN BY: PC <br />DESIGNED BY: SRA <br />AEP PROJECT NUMBER <br />501-2717-033 <br />© 2013 REYNOLDS, SMITH AND HILLS INC. <br />SHEET TITLE <br />STRUCTURAL <br />REPAIR DETAILS <br />SHEET NUMBER <br />S4 <br />ONSTRUCTIL-N SE <br />