820 CADY RD BLDG G 2019-01-03 - Laserfiche WebLink

• • ,,,,, Village by the Lake Condominiums (8382) February 26, 2013 ""' Emergency Scope of Repair IIIIIIIIi t1AfIlI117f IIC. with integrated deck to wall, saddle and drip edge flashing and replacement modifications to existing guardrail assembly. In addition, please provide pricing for installation of new aluminum picket rail assembly. If additional damage is discovered at the deck to wall, deck to building or other framing areas, the contractor is to replace with like kind materials per the following repair guidelines. Typical Deck Demolition The contractor shall remove and store all deck railings in safe location. Existing railings are to be replaced following deck repairs. The contractor shall be required to secure each deck repair location so as to prevent any incidental access at sliding glass doors. For full guardrail replacement option: Remove existing picket rails, caps and dispose for wood recycling. 2. Remove and dispose deck membrane and sheathing. 3. Inspect existing deck framing for damage and remove all wood decayed members from the building. 4. Remove three (3) courses of lap siding at deck to wall areas and around slidinc� qlass door to expose underlying weather resistive barrier (WRB) and wall sheathing. 5. Remove Slidinc� Glass Door in preparation for new door flashing and framinq repair. Clean and save for re-use. 6. Remove siding at exterior wall locations to allow for new deck flashing integration. 7. Identify any areas of water damage and rot. Contact consultant if areas require extensive repairs. 8. Remove all wet and unsalvageable building materials from the site. Completely dry affected areas. Spray Bora-Care with Mold-Care according to the application directions on all structural wood and cellulose building materials, including sheet rock. Allow to dry before rebuilding. Typical Deck and Sliding Glass Door Repairs 1. Make deck and framing repairs as needed in order to remove all wood decay from building. Replace wall framing with like kind material and deck framing with 2x10 Hemfir #2 or equivalent. If ends of cantilevered rim joists are decayed or are spliced from previous repairs, the entire member shall be replaced. Framing hardware and fasteners shall be HDG. 2. Verify that deck ledgers are aitached with wood screws or lag screws. Minimum requirements are (2) 3/8" lags @ 16" o.c. Lags require a minimum of 3" embedment. Assume 4.5" for bidding purposes. 3. Deck column to rim joist/beam above shall be with (2) 5/8" diameter through-bolts and not lag bolts. Minimum spacing to be 4.5", minimum top edge distance of joist to be 2.5". 4. Deck column bases when connecting to wood deck below shall have a positive aitachment. This can be done with a Simpson BC4 half base with wood screws to framing below, (2) Simpson H2.5 or LSTAI 2 straps to post below. 5. Confirm deck is sloped adequately. Apply new 23/32" APA Exposure 1 ACX or marine grade, 40/20 min. plywood sheathing with lOd nails at 6" o.c. panel edges and 12" field. Long dimension to be perpendicular to framing and end joints staggered. LIMITED SCOPE OF REPAIR 2