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310 8th ST - REVISION 8/14/17 3 0„..,-,..--„.. r(—, F �'�' +g v - ICITY OF ATLANTIC BEACH { 800 Seminole Road J ,� I J N .l I's j 1 1 AUG 1 4 2017 Atlantic Beach, Florida 32233 f 1 Telephone(904)247-5800 L_ __ �=/ FAX(904)247-5845 r'`'j3'�` OFFICE COPY REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: T/47 Received by: Resubmitted: Permit Number: /7-me-sszb Original Plans Examiner: Project Name: Project Address: 3/0 g-H. St. Contractor: UT&„yl PokiMer5 Contact Name: Ja ke “Ate Contact Phone : f/3-5/j-5253C ` .� 1- , d - ro1�c... o... Revision/Plan Check/Permit Fee(s) Due: S0, Description of Proposed Revision to Existing Permit: Le14.94^ 17G/ad yr an it S Additional Increase in Building Value: $ l Additional S.F. Site Plan Revised: Public W/U Approval: By signing below. I(print name) affirm that the above revision is inclusive of the proposed changes. • Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date Q �/ X Office Use Only • Date: V �/7 17 Approved: _ Rejected: N/A to Dept: Plan Review Comments: if9 2p n tie ' 3v b/11,, )--1.-,/ De artment review required YL,A4o ,� 3 iilding Planning &Zoning Tree Administrator Plans Examiner Public Works Public Utilities - /�i/ Public Safety Fire Services Date Created 5/13/17 Rev 4 k. AGC REVISION BP# l 7 ' RA 2- 3s2 6 Alexander Grace Consulting, Inc. DATE I� August 10,2017 SIGNED m Spencer Cason Urban Partners, Inc. Re: Letter 11 eon JOB COPY Groshell Duplex, 310 8th Street,Atlantic Beach Job Number 17-10-0023 Dear Spencer, The following is in response to site visits and discussions between Jake Woods, you and I at the above referenced job site. During construction,several modifications were required.Those items and their respective solutions are listed below. 1. At the second level shower in unit 312, the top plate was notched to allow for a plumbing line. To remedy, install a double stud group under the truss adjacent to the plumbing line. Toe-nail each end with(3) 10d toe-nails. 2. Two studs in the shower are notched to allow for a plumbing line. On the inside face of these studs, install a 12"flat strap with minimum (4)10d nails on each side of notch. 3. The shear wall shown on the permit engineering at the stair well is not needed. 4. When the permit engineering was produced, the plan was to keep the exterior thermos-ply sheathing. Note F on the plans indicates where interior sheathing was to be installed to create shear walls. However, during construction, the thermo-ply was removed and 7/16" OSB installed in its place. Therefore, the interior plywood is no longer required, except the 6-0"shear wall noted on the firewall between the units. 5. At the sloped walls in both units (north and south faces), the permit engineering calls for 2x6 balloon framed studs. The existing wall was a 2x4 wall with a top plate at 8'-0" and balloon framing above. During re-sheathing, the OSB was attached to the existing studs prior to the 2x6 changeover. To remedy, cut 3.5" from the bottom of the balloon framed studs above. Install a 4x4 2.0E LVL beam snuggly between the existing top plate and cut studs above. Fasten the 4x4 to the existing top plates with (2)rows of SDS25600 screws at 12"o.c. staggered.Toe-nail the balloon studs above to the LVL with(3) 10d toe-nails. This process creates a brace at the mid-height of the wall, allowing for the 2x4 studs to remain. 6. The LVL beam in Unit 310 was shifted north roughly 3-ft to accommodate the existing joist layout. All sections and notes still apply.The beam has just shifted. 7. Please see the attached detail for the floating landing. Please call if you have additional questions. 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