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RStffo IMPROVING YOUR WORLD 15 00 CIO 00 T co CV z A B 21 _ 011 I I I I PANEL BEARING ELEVATION 13-0" 108 07 I ,: S4 `1 �Q1 Cn S4 �P 1-1 � 1-- w I 01 S4 co Cn PANEL BEARING — ELEVATION 13-0" I I I I I 'D/0113'-93/8" C 18'-101 /2" SW-1 I SW-1 I I I I I 01 S4 I I CYICT CTI RCAAA SW-2 G PANEL BEARING ELEVATION 12-0" I I I I I I I I DRIVE-THRU CANOPY (NIC) I I I I I I I I I I I I I I I I I I I I I I I I I I I I EXISTING ROOF PANEL JOINTS LOCATIONS TO BE FIELD - LOCATED (TYP,) PANEL BEARING ELEVATION 12'-0" PLAN NOTES 1. REPAIRS TO EXISTING WALL STRUCTURAL INSULATED PANELS (SIP's) SHALL OCCUR AFTER COMPLETION OF REPAIRS TO ROOF PANELS (REFER TO SHEET S4), 2. RESTRICT ROOF RECONSTRUCTION TO THAT AREA WHICH CAN BE COMPLETED WITHIN A MAXIMUM OF ONE DAY. RE -PATCH ROOF MEMBRANE PRIOR TO STARTING WORK ON ANOTHER AREA, 3. PANELS THAT SPAN BENEATH THE HATCHED AREA SUPPORT PARAPET KICKER FRAMING. DEPENDING ON THE WATER DAMAGE TO THE TIMBERSTRAND PROFILE BOARDS IN THESE PANELS, TWO REPAIR OPTIONS MUST BE CONSIDERED AS FOLLOWS: A. IF THE TIMBERSTRAND FOR THE PANELS SUPPORTING PARAPET KICKERS ARE WATER DAMAGED TO A DEPTH LESS THAN 1/2", THE NEW JOIST FRAMING CAN BE SUPPORTED FROM THE EXISTING (3) - 2x8 BEAM AT THE BASE OF THE PARAPET KICKERS (SEE SECTION 01/S4). REFER TO WOOD FRAMING NOTE 02b FOR ATTACHMENT OF THE NEW ROOF DECK AND EXISTING BOTTOM OSB TO THE TIMBERSTRAND AND NEW JOIST FRAMING, B. IF THE TIMBERSTRAND FOR THE PANELS SUPPORING PARAPET KICKERS ARE WATER DAMAGED TO A DEPTH EXCEEDING 1/2", THE NEW JOIST FRAMING MUST EXTEND UNINTERRUPTED TO THE PERIMETER WALLS. THIS WILL REQUIRE REMOVAL OF THE PARAPET KICKERS AND (3) - 2x8 BEAM & RE -INSTALLATION AFTER INSTALLATION OF THE JOIST FRAMING AND NEW ROOF DECKING. IN THIS INSTANCE, THE ROOF DECKING CAN BE ATTACHED PER WOOD FRAMING NOTE 02a. 4. THE CONTRACTOR MUST SHORE THE ROOF PRIOR TO THE START OF WORK. SHORING SHALL REMAIN IN PLACE UNTIL ALL REPAIRS TO THE WALLS AND ROOF HAVE BEEN COMPLETED. IF WALL PANELS ARE BEING REPLACED THEN SHORING MUST NOT BEAR ON EXTERIOR WALLS. IN ADDITION TO NORMAL CODE REQUIRED LOADS THE SHORING SHALL BE DESIGNED FOR CONSTRUCTION LOADS FROM ROOF REPAIR, CONTRACTOR SHALL SUBMIT SHORING PLAN FOR STRUCTURAL ENGINEER'S REVIEW AND APPROVAL. DEFLECTED ROOF PANELS SHALL TO BE JACKED UP DURING SHORING TO REMOVE ALL DEFLECTION. 01 ROOF FRAMING PLAN 1/411-11 PLAN NORTH Reynolds, Smith and Hills, Inc. 10748 Deerwood Park Blvd. S. Jacksonville, Florida 32256-0597 904-256-2500 FAX 904-256-2501 www.rsandh.com FL Cork. Nos. AAC001886 * IB26000956 EB0005620 * LCC000210 * GB238 WELLS FARGO AGRIBOARD REPAIR ZEPHYR COMMONS 7780 GALL BLVD. ZEPHYR HILLS, FL 33541 6060 N. Central Expy. Suite 360 ° Dallas, Texas 75206 p: 214.237.7022 f: 214.237.7025 ARMSTRONG-DOUG LASS PARTNERS, LLC Consulting Engineers REGISTRATION IREVISIONS DATE ISSUED: 10-22-13 REVIEWED BY: JSD DRAWN BY: SM DESIGNED BY: SRA AEP PROJECT NUMBER 501 -2717- 033 C� 2013 REYNOLDS, SMITH AND HILLS INC. SHEET TITLE ROOF PANEL REPAIR PLAN SHEET NUMBER S3 CONSTRUCTION SETI