PERMIT SEARCH PORTAL
Details

Identification

Permit Number
BLD2024336369
Type
New SFD - New Sfd
Added On
09-17-2024 06:23 AM
Declared Value
$175,000.00


Status (Issued)

Expires On
11-30-2025
Issued On
01-30-2025
Final On
Certified On


Description of Work

CONSTRUCTION OF REPLACEMENT HOME   **NOC OR BK:3537 PG:2046 FOR SFD. RECORDED NOC TO BE POSTED ON SITE.**  * SITE APPROVED FOR REPLACMENT SFD ONLY NO TREES TO BE REMOVED*



Site Information

Primary Address
308 S TYLER ST BEVERLY HILLS, FL 34465
Other Linked
1818110063012300270 BEVERLY HILLS UNIT 6-3A
18
18
14
01230
0270


Contacts

Contacts

Other Primary SOUTHERN PRIDE CONSTR SERVICES 4557 SOUTHEAST 2ND PLACE, MARION OCALA, FL 34471

Other S & S ELECTRIC INC 2692 W DUNNELLON RD DUNNELLON, FL 34433

Licensed Contact WASHBURN ROOFING LLC 6462 S RAINBOW PT, CITRUS HOMOSASSA, FL 34446

Property Owner NATURECOAST AFFORDABLE HOUSING 5362 W YEARLING DRIVE BEVERLY HILLS, FL 34465

Licensed Contact AIR CARE HEATING & COOLING PO BOX 840 LECANTO, FL 34461

Licensed Contact SUNCOAST PLUMBING & ELECTRIC 6970 W GROVER CLEVELAND BLVD HOMOSASSA, FL 34446



Related

Building Permits

Child 2024336369-01 Amendment 03-20-2025 Closed



Progress

Reviews
Permit Specialist Review Approved

Addressing Review Approved

Engineering FFEA Review Request for Information

Additional Information

09-30-2024Engineering Misc.
No FFE indicated on the site plan as required.

Plans Examiner Review Request for Information

Additional Information

09-19-2024SEE PROBLEM DETAILS IN COMMENTS
Additional information required:<div><br></div><div>1. Conflicting information, method of attachment of structure to foundation not consistent. plan set demonstrates both a slab foundation and a pier column with anchor system. Indicate which method will be used.&nbsp; with appropriate details.</div><div>&nbsp; &nbsp; &nbsp; <b>&nbsp; &nbsp;Pg 2</b> <i>top right - </i>2x4 wall, skids placed on blocks on earth with anchors, <i>bottom righ</i>t 2x4 wall on 4" concrete slab with 4x6 skids, 2x6 floor joists, no anchoring<b>&nbsp;Pg 3 </b>same as pg2 bottom right, <b>Pg 5</b> 2x6 frame wall, no skids or 2x6 joists but 2x4 bottom plate fastened to slab.&nbsp; FBCR 301.1</div><div>2. How will the section between the "garage and great room" be secured? it appears this is two sections being joined together, how will this be achieved?</div><div>3. Indicate if there will be three sections of DBPR units connected for his project and the dimensions of each structure .... FBC 107.2.1 Information on construction documents</div><div>4. Framing Fill-in detail for window openings. FBCR 301.2.1.1 Wind Design Required</div><div>5. Smoke detector in guest bath not acceptable, SD should be located outside the immediate area of the sleeping quarters. FBCR 314.3.2, Bathroom location not acceptable due to steam from shower/bath.&nbsp;</div><div>6. Page 1 SCOPE OF WORK</div><div>7. Multiple elevation and foundation designs demonstrate an elevated structure, page 4 demonstrates structure on grade. It structure is on blocks and skids with a floor joist system the finished floor would be elevated. No steps or stairs are demonstrated on the construction documents. Clarify. FBCR 107.2.1</div><div>8.Nail pattern for LVL headers not provided FBCR 602.7 HEADERS</div><div>9.<span style="color: rgba(83, 83, 83, 1); font-family: Helvetica, Arial, sans-serif; text-indent: -0.25in; font-size: 10pt"><span style="font-variant-numeric: normal; font-variant-east-asian: normal; font-variant-alternates: normal; font-size-adjust: none; font-kerning: auto; font-feature-settings: normal; font-variant-position: normal; font-stretch: normal; font-size: 7pt; line-height: normal">&nbsp;Energy performance</span></span><span style="color: rgba(83, 83, 83, 1); font-family: Helvetica, Arial, sans-serif; text-indent: -0.25in; font-size: 10pt">&nbsp;calculations (manual J and S), HVAC layout and Energy Efficiency Form R405, Energy Performance Level (EPL) display card........ FBCER 101.5</span></div><div><span style="color: rgba(83, 83, 83, 1); font-family: Helvetica, Arial, sans-serif; text-indent: -0.25in; font-size: 10pt"><br></span></div><div><span style="color: rgba(83, 83, 83, 1); font-family: Helvetica, Arial, sans-serif; text-indent: -0.25in; font-size: 10pt">&nbsp;Once requested information is received and reviewed, additional comments made be created.&nbsp;</span></div><p class="MsoNormal"><span style="font-size: 10pt; line-height: 107%">&nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;</span></p><p class="MsoNormal" style="margin-bottom: 0; line-height: 18pt; background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial"><span style="font-size: 10pt">&nbsp;</span></p><div><br></div><div><br></div><div><br></div><div><br></div>

Driveway Review Approved
Swale'd apron to allow for proper drainage from high to low side of entire property frontage within ROW. No current roadway damage.
Site Review Approved
**&nbsp; * SITE APPROVED FOR REPLACMENT&nbsp; &nbsp;SFD ONLY NO TREES TO BE REMOVED*
Review Consolidation Request for Information
SEE BELOW DENIAL COMMENTS.&nbsp;<div><br></div><div><p class="MsoNormal"><b>ENGFFEA<o:p></o:p></b></p> <p class="MsoNormal"><span style="font-size: 9pt; line-height: 107%; font-family: Helvetica, sans-serif; color: rgb(26, 26, 26); background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;">No FFE indicated on the site plan as required.</span><o:p></o:p></p> <p class="MsoNormal"><span style="font-size: 9pt; line-height: 107%; font-family: Helvetica, sans-serif; color: rgb(26, 26, 26); background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;">&nbsp;</span></p> <p class="MsoNormal"><b><span style="color: rgb(26, 26, 26); background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;">PLAN <o:p></o:p></span></b></p> <p class="MsoNormal" style="margin-bottom:0in;line-height:normal"><span style="font-size: 10pt; font-family: Helvetica, sans-serif; color: rgb(26, 26, 26); background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;">Additional information required:</span><span style="font-size:10.0pt;font-family:&quot;Times New Roman&quot;,serif;mso-fareast-font-family: &quot;Times New Roman&quot;;mso-font-kerning:0pt;mso-ligatures:none"><o:p></o:p></span></p> <p class="MsoNormal" style="margin-bottom: 0in; line-height: normal; background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;"><span style="font-size:10.0pt;font-family:&quot;Helvetica&quot;,sans-serif;mso-fareast-font-family: &quot;Times New Roman&quot;;color:#1A1A1A;mso-font-kerning:0pt;mso-ligatures:none">&nbsp;</span></p> <p class="MsoNormal" style="margin-bottom: 0in; line-height: normal; background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;"><span style="font-size:10.0pt;font-family:&quot;Helvetica&quot;,sans-serif;mso-fareast-font-family: &quot;Times New Roman&quot;;color:#1A1A1A;mso-font-kerning:0pt;mso-ligatures:none">1. Conflicting information, method of attachment of structure to foundation not consistent. plan set demonstrates both a slab foundation and a pier column with anchor system. Indicate which method will be used.&nbsp; with appropriate details.<o:p></o:p></span></p> <p class="MsoNormal" style="margin-bottom: 0in; line-height: normal; background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;"><span style="font-size:10.0pt;font-family:&quot;Helvetica&quot;,sans-serif;mso-fareast-font-family: &quot;Times New Roman&quot;;color:#1A1A1A;mso-font-kerning:0pt;mso-ligatures:none">&nbsp; &nbsp; &nbsp;&nbsp;<b>&nbsp; &nbsp;Pg 2</b>&nbsp;<i>top right -&nbsp;</i>2x4 wall, skids placed on blocks on earth with anchors,&nbsp;<i>bottom righ</i>t 2x4 wall on 4" concrete slab with 4x6 skids, 2x6 floor joists, no anchoring<b>&nbsp;Pg 3&nbsp;</b>same as pg2 bottom right,&nbsp;<b>Pg 5</b>&nbsp;2x6 frame wall, no skids or 2x6 joists but 2x4 bottom plate fastened to slab.&nbsp; FBCR 301.1<o:p></o:p></span></p> <p class="MsoNormal" style="margin-bottom: 0in; line-height: normal; background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;"><span style="font-size:10.0pt;font-family:&quot;Helvetica&quot;,sans-serif;mso-fareast-font-family: &quot;Times New Roman&quot;;color:#1A1A1A;mso-font-kerning:0pt;mso-ligatures:none">2. How will the section between the "garage and great room" be secured? it appears this is two sections being joined together, how will this be achieved?<o:p></o:p></span></p> <p class="MsoNormal" style="margin-bottom: 0in; line-height: normal; background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;"><span style="font-size:10.0pt;font-family:&quot;Helvetica&quot;,sans-serif;mso-fareast-font-family: &quot;Times New Roman&quot;;color:#1A1A1A;mso-font-kerning:0pt;mso-ligatures:none">3. Indicate if there will be three sections of DBPR units connected for his project and the dimensions of each structure .... FBC 107.2.1 Information on construction documents<o:p></o:p></span></p> <p class="MsoNormal" style="margin-bottom: 0in; line-height: normal; background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;"><span style="font-size:10.0pt;font-family:&quot;Helvetica&quot;,sans-serif;mso-fareast-font-family: &quot;Times New Roman&quot;;color:#1A1A1A;mso-font-kerning:0pt;mso-ligatures:none">4. Framing Fill-in detail for window openings. FBCR 301.2.1.1 Wind Design Required<o:p></o:p></span></p> <p class="MsoNormal" style="margin-bottom: 0in; line-height: normal; background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;"><span style="font-size:10.0pt;font-family:&quot;Helvetica&quot;,sans-serif;mso-fareast-font-family: &quot;Times New Roman&quot;;color:#1A1A1A;mso-font-kerning:0pt;mso-ligatures:none">5. Smoke detector in guest bath not acceptable, SD should be located outside the immediate area of the sleeping quarters. FBCR 314.3.2, Bathroom location not acceptable due to steam from shower/bath.&nbsp;<o:p></o:p></span></p> <p class="MsoNormal" style="margin-bottom: 0in; line-height: normal; background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;"><span style="font-size:10.0pt;font-family:&quot;Helvetica&quot;,sans-serif;mso-fareast-font-family: &quot;Times New Roman&quot;;color:#1A1A1A;mso-font-kerning:0pt;mso-ligatures:none">6. Page 1 SCOPE OF WORK<o:p></o:p></span></p> <p class="MsoNormal" style="margin-bottom: 0in; line-height: normal; background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;"><span style="font-size:10.0pt;font-family:&quot;Helvetica&quot;,sans-serif;mso-fareast-font-family: &quot;Times New Roman&quot;;color:#1A1A1A;mso-font-kerning:0pt;mso-ligatures:none">7. Multiple elevation and foundation designs demonstrate an elevated structure, page 4 demonstrates structure on grade. It structure is on blocks and skids with a floor joist system the finished floor would be elevated. No steps or stairs are demonstrated on the construction documents. Clarify. FBCR 107.2.1<o:p></o:p></span></p> <p class="MsoNormal" style="margin-bottom: 0in; line-height: normal; background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;"><span style="font-size:10.0pt;font-family:&quot;Helvetica&quot;,sans-serif;mso-fareast-font-family: &quot;Times New Roman&quot;;color:#1A1A1A;mso-font-kerning:0pt;mso-ligatures:none">8.Nail pattern for LVL headers not provided FBCR 602.7 HEADERS<o:p></o:p></span></p> <p class="MsoNormal" style="margin-bottom: 0in; line-height: normal; background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;"><span style="font-size:10.0pt;font-family:&quot;Helvetica&quot;,sans-serif;mso-fareast-font-family: &quot;Times New Roman&quot;;color:#1A1A1A;mso-font-kerning:0pt;mso-ligatures:none">9.</span><span style="font-size: 10pt; font-family: Helvetica, sans-serif;">&nbsp;Energy performance&nbsp;calculations (manual J and S), HVAC layout and Energy Efficiency Form R405, Energy Performance Level (EPL) display card........ FBCER 101.5</span><span style="font-size:10.0pt;font-family:&quot;Helvetica&quot;,sans-serif; mso-fareast-font-family:&quot;Times New Roman&quot;;color:#1A1A1A;mso-font-kerning:0pt; mso-ligatures:none"><o:p></o:p></span></p> <p class="MsoNormal" style="margin-bottom: 0in; line-height: normal; background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;"><span style="font-size:10.0pt;font-family:&quot;Helvetica&quot;,sans-serif;mso-fareast-font-family: &quot;Times New Roman&quot;;color:#1A1A1A;mso-font-kerning:0pt;mso-ligatures:none">&nbsp;</span></p> <p class="MsoNormal" style="margin-bottom: 0in; line-height: normal; background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;"><span style="font-size: 10pt; font-family: Helvetica, sans-serif;">&nbsp;Once requested information is received and reviewed, additional comments made be created.&nbsp;</span><span style="font-size:10.0pt;font-family:&quot;Helvetica&quot;,sans-serif; mso-fareast-font-family:&quot;Times New Roman&quot;;color:#1A1A1A;mso-font-kerning:0pt; mso-ligatures:none"><o:p></o:p></span></p></div>
Additional Information

10-02-2024PERMIT REVIEW COMMENT
SEE BELOW DENIAL COMMENTS.&nbsp;<div><br></div><div><p class="MsoNormal"><b>ENGFFEA<o:p></o:p></b></p><p class="MsoNormal"><span style="font-size: 9pt; line-height: 12.84px; font-family: Helvetica, sans-serif; color: rgb(26, 26, 26); background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;">No FFE indicated on the site plan as required.</span><o:p></o:p></p><p class="MsoNormal"><span style="font-size: 9pt; line-height: 12.84px; font-family: Helvetica, sans-serif; color: rgb(26, 26, 26); background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;">&nbsp;</span></p><p class="MsoNormal"><b><span style="color: rgb(26, 26, 26); background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;">PLAN<o:p></o:p></span></b></p><p class="MsoNormal" style="line-height: normal; margin-bottom: 0in;"><span style="font-size: 10pt; font-family: Helvetica, sans-serif; color: rgb(26, 26, 26); background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;">Additional information required:</span><span style="font-size: 10pt; font-family: &quot;Times New Roman&quot;, serif;"><o:p></o:p></span></p><p class="MsoNormal" style="line-height: normal; margin-bottom: 0in; background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;"><span style="font-size: 10pt; font-family: Helvetica, sans-serif; color: rgb(26, 26, 26);">&nbsp;</span></p><p class="MsoNormal" style="line-height: normal; margin-bottom: 0in; background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;"><span style="font-size: 10pt; font-family: Helvetica, sans-serif; color: rgb(26, 26, 26);">1. Conflicting information, method of attachment of structure to foundation not consistent. plan set demonstrates both a slab foundation and a pier column with anchor system. Indicate which method will be used.&nbsp; with appropriate details.<o:p></o:p></span></p><p class="MsoNormal" style="line-height: normal; margin-bottom: 0in; background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;"><span style="font-size: 10pt; font-family: Helvetica, sans-serif; color: rgb(26, 26, 26);">&nbsp; &nbsp; &nbsp;&nbsp;<b>&nbsp; &nbsp;Pg 2</b>&nbsp;<i>top right -&nbsp;</i>2x4 wall, skids placed on blocks on earth with anchors,&nbsp;<i>bottom righ</i>t 2x4 wall on 4" concrete slab with 4x6 skids, 2x6 floor joists, no anchoring<b>&nbsp;Pg 3&nbsp;</b>same as pg2 bottom right,&nbsp;<b>Pg 5</b>&nbsp;2x6 frame wall, no skids or 2x6 joists but 2x4 bottom plate fastened to slab.&nbsp; FBCR 301.1<o:p></o:p></span></p><p class="MsoNormal" style="line-height: normal; margin-bottom: 0in; background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;"><span style="font-size: 10pt; font-family: Helvetica, sans-serif; color: rgb(26, 26, 26);">2. How will the section between the "garage and great room" be secured? it appears this is two sections being joined together, how will this be achieved?<o:p></o:p></span></p><p class="MsoNormal" style="line-height: normal; margin-bottom: 0in; background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;"><span style="font-size: 10pt; font-family: Helvetica, sans-serif; color: rgb(26, 26, 26);">3. Indicate if there will be three sections of DBPR units connected for his project and the dimensions of each structure .... FBC 107.2.1 Information on construction documents<o:p></o:p></span></p><p class="MsoNormal" style="line-height: normal; margin-bottom: 0in; background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;"><span style="font-size: 10pt; font-family: Helvetica, sans-serif; color: rgb(26, 26, 26);">4. Framing Fill-in detail for window openings. FBCR 301.2.1.1 Wind Design Required<o:p></o:p></span></p><p class="MsoNormal" style="line-height: normal; margin-bottom: 0in; background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;"><span style="font-size: 10pt; font-family: Helvetica, sans-serif; color: rgb(26, 26, 26);">5. Smoke detector in guest bath not acceptable, SD should be located outside the immediate area of the sleeping quarters. FBCR 314.3.2, Bathroom location not acceptable due to steam from shower/bath.&nbsp;<o:p></o:p></span></p><p class="MsoNormal" style="line-height: normal; margin-bottom: 0in; background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;"><span style="font-size: 10pt; font-family: Helvetica, sans-serif; color: rgb(26, 26, 26);">6. Page 1 SCOPE OF WORK<o:p></o:p></span></p><p class="MsoNormal" style="line-height: normal; margin-bottom: 0in; background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;"><span style="font-size: 10pt; font-family: Helvetica, sans-serif; color: rgb(26, 26, 26);">7. Multiple elevation and foundation designs demonstrate an elevated structure, page 4 demonstrates structure on grade. It structure is on blocks and skids with a floor joist system the finished floor would be elevated. No steps or stairs are demonstrated on the construction documents. Clarify. FBCR 107.2.1<o:p></o:p></span></p><p class="MsoNormal" style="line-height: normal; margin-bottom: 0in; background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;"><span style="font-size: 10pt; font-family: Helvetica, sans-serif; color: rgb(26, 26, 26);">8.Nail pattern for LVL headers not provided FBCR 602.7 HEADERS<o:p></o:p></span></p><p class="MsoNormal" style="line-height: normal; margin-bottom: 0in; background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;"><span style="font-size: 10pt; font-family: Helvetica, sans-serif; color: rgb(26, 26, 26);">9.</span><span style="font-size: 10pt; font-family: Helvetica, sans-serif;">&nbsp;Energy performance&nbsp;calculations (manual J and S), HVAC layout and Energy Efficiency Form R405, Energy Performance Level (EPL) display card........ FBCER 101.5</span><span style="font-size: 10pt; font-family: Helvetica, sans-serif; color: rgb(26, 26, 26);"><o:p></o:p></span></p><p class="MsoNormal" style="line-height: normal; margin-bottom: 0in; background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;"><span style="font-size: 10pt; font-family: Helvetica, sans-serif; color: rgb(26, 26, 26);">&nbsp;</span></p><p class="MsoNormal" style="line-height: normal; margin-bottom: 0in; background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;"><span style="font-size: 10pt; font-family: Helvetica, sans-serif;">&nbsp;Once requested information is received and reviewed, additional comments made be created.&nbsp;</span></p></div>

Review Distribution Approved
| Assigned to Reviewer: Taylor Schwing taylor.schwing@citrusbocc.com |
Engineering FFEA Review Request for Information
| Assigned to Reviewer: LORRIE L SCHWENNEKER lorrie.schwenneker@citrusbocc.com |
Additional Information

11-26-2024Engineering Misc.
Previous denial comments not addressed - No FFE indicated on the site plan as required.

Plans Examiner Review Request for Information
| Assigned to Reviewer: Mark Hammer mark.hammer@citrusbocc.com |
Additional Information

11-22-20242nd Denial for Same Reason (Virtual Roof Review)
Additional information required: Previous comments not addressed&nbsp;<div><br></div><div>1. Conflicting information, method of attachment of structure to foundation not consistent. plan set demonstrates both a slab foundation and a pier column with anchor system. Indicate which method will be used.&nbsp; with appropriate details.<div>&nbsp; &nbsp; &nbsp;&nbsp;<b>&nbsp; Pg 2</b>&nbsp;<i>top right -&nbsp;</i>2x4 wall, skids placed on blocks on earth with anchors,&nbsp;<i>bottom righ</i>t 2x4 wall on 4" concrete slab with 4x6 skids, 2x6 floor joists, no anchoring<b>&nbsp;Pg 3&nbsp;</b>same as pg2 bottom right,&nbsp;<b>Pg 6</b>&nbsp;2x6 frame wall, no skids or 2x6 joists but 2x4 bottom plate fastened to slab.&nbsp; FBCR 301.1</div><div><b>&nbsp;2</b>. Indicate if the sections of DBPR units and what is site built for his project and the dimensions of each structure .... FBC 107.2.1 Information on construction documents</div><div>3. SD should be located outside the immediate area of the sleeping quarters. FBCR 314.3.2,&nbsp;</div><div>4. Conventional framing of roof over build detail and all appropriate connections not provided for review.&nbsp;</div><div><br></div><div><span style="color: rgb(83, 83, 83); font-family: Helvetica, Arial, sans-serif; font-size: 13.3333px; text-indent: -24px;">Once requested information is received and reviewed, additional comments made be created.</span></div><div><br></div><div><br></div></div>

Review Consolidation Request for Information
SEE BELOW DENIAL COMMENTS.<div><br></div><div><p class="MsoNormal"><b><span style="color: rgb(26, 26, 26); background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;">ENGFFEA<o:p></o:p></span></b></p> <p class="MsoNormal"><span style="font-family: Helvetica, sans-serif; color: rgb(26, 26, 26); background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;">Previous denial comments not addressed - No FFE indicated on the site plan as required.<o:p></o:p></span></p> <p class="MsoNormal"><span style="font-family: Helvetica, sans-serif; color: rgb(26, 26, 26); background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;">&nbsp;</span></p> <p class="MsoNormal"><b><span style="color: rgb(26, 26, 26); background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;">PLAN <o:p></o:p></span></b></p> <p class="MsoNormal" style="margin-bottom:0in;line-height:normal"><span style="font-size:12.0pt;font-family:&quot;Times New Roman&quot;,serif;mso-fareast-font-family: &quot;Times New Roman&quot;;mso-font-kerning:0pt;mso-ligatures:none">Additional information required: Previous comments not addressed&nbsp;<o:p></o:p></span></p> <p class="MsoNormal" style="margin-bottom:0in;line-height:normal"><span style="font-size:12.0pt;font-family:&quot;Times New Roman&quot;,serif;mso-fareast-font-family: &quot;Times New Roman&quot;;mso-font-kerning:0pt;mso-ligatures:none">&nbsp;</span></p> <p class="MsoNormal" style="margin-bottom:0in;line-height:normal"><span style="font-size:12.0pt;font-family:&quot;Times New Roman&quot;,serif;mso-fareast-font-family: &quot;Times New Roman&quot;;mso-font-kerning:0pt;mso-ligatures:none">1. Conflicting information, method of attachment of structure to foundation not consistent. plan set demonstrates both a slab foundation and a pier column with anchor system. Indicate which method will be used.&nbsp; with appropriate details.<o:p></o:p></span></p> <p class="MsoNormal" style="margin-bottom:0in;line-height:normal"><span style="font-size:12.0pt;font-family:&quot;Times New Roman&quot;,serif;mso-fareast-font-family: &quot;Times New Roman&quot;;mso-font-kerning:0pt;mso-ligatures:none">&nbsp; &nbsp; &nbsp;&nbsp;<b>&nbsp; Pg 2</b>&nbsp;<i>top right -&nbsp;</i>2x4 wall, skids placed on blocks on earth with anchors,&nbsp;<i>bottom righ</i>t 2x4 wall on 4" concrete slab with 4x6 skids, 2x6 floor joists, no anchoring<b>&nbsp;Pg 3&nbsp;</b>same as pg2 bottom right,&nbsp;<b>Pg 6</b>&nbsp;2x6 frame wall, no skids or 2x6 joists but 2x4 bottom plate fastened to slab.&nbsp; FBCR 301.1<o:p></o:p></span></p> <p class="MsoNormal" style="margin-bottom:0in;line-height:normal"><b><span style="font-size:12.0pt;font-family:&quot;Times New Roman&quot;,serif;mso-fareast-font-family: &quot;Times New Roman&quot;;mso-font-kerning:0pt;mso-ligatures:none">&nbsp;2</span></b><span style="font-size:12.0pt;font-family:&quot;Times New Roman&quot;,serif;mso-fareast-font-family: &quot;Times New Roman&quot;;mso-font-kerning:0pt;mso-ligatures:none">. Indicate if the sections of DBPR units and what is site built for his project and the dimensions of each structure .... FBC 107.2.1 Information on construction documents<o:p></o:p></span></p> <p class="MsoNormal" style="margin-bottom:0in;line-height:normal"><span style="font-size:12.0pt;font-family:&quot;Times New Roman&quot;,serif;mso-fareast-font-family: &quot;Times New Roman&quot;;mso-font-kerning:0pt;mso-ligatures:none">3. SD should be located outside the immediate area of the sleeping quarters. FBCR 314.3.2,&nbsp;<o:p></o:p></span></p> <p class="MsoNormal" style="margin-bottom:0in;line-height:normal"><span style="font-size:12.0pt;font-family:&quot;Times New Roman&quot;,serif;mso-fareast-font-family: &quot;Times New Roman&quot;;mso-font-kerning:0pt;mso-ligatures:none">4. Conventional framing of roof over build detail and all appropriate connections not provided for review.&nbsp;<o:p></o:p></span></p> <p class="MsoNormal" style="margin-bottom:0in;line-height:normal"><span style="font-size:12.0pt;font-family:&quot;Times New Roman&quot;,serif;mso-fareast-font-family: &quot;Times New Roman&quot;;mso-font-kerning:0pt;mso-ligatures:none">&nbsp;</span></p> <p class="MsoNormal" style="margin-bottom:0in;line-height:normal"><span style="font-size: 10pt; font-family: Helvetica, sans-serif;">Once requested information is received and reviewed, additional comments made be created.</span><span style="font-size:12.0pt;font-family:&quot;Times New Roman&quot;,serif; mso-fareast-font-family:&quot;Times New Roman&quot;;mso-font-kerning:0pt;mso-ligatures: none"><o:p></o:p></span></p><p class="MsoNormal" style="margin-bottom:0in;line-height:normal"><span style="font-size: 10pt; font-family: Helvetica, sans-serif;"><br></span></p><p class="MsoNormal" style="margin-bottom:0in;line-height:normal"><span style="font-size: 10pt; font-family: Helvetica, sans-serif;"><b>PLEASE UPLOAD A RESUBMITTAL COVER SHEET WITH THE REVISION.</b></span></p></div>
Additional Information

11-26-2024PERMIT REVIEW COMMENT
SEE BELOW DENIAL COMMENTS.<div><br></div><div><p class="MsoNormal"><b><span style="color: rgb(26, 26, 26); background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;">ENGFFEA<o:p></o:p></span></b></p><p class="MsoNormal"><span style="font-family: Helvetica, sans-serif; color: rgb(26, 26, 26); background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;">Previous denial comments not addressed - No FFE indicated on the site plan as required.<o:p></o:p></span></p><p class="MsoNormal"><span style="font-family: Helvetica, sans-serif; color: rgb(26, 26, 26); background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;">&nbsp;</span></p><p class="MsoNormal"><b><span style="color: rgb(26, 26, 26); background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;">PLAN<o:p></o:p></span></b></p><p class="MsoNormal" style="line-height: normal; margin-bottom: 0in;"><span style="font-size: 12pt; font-family: &quot;Times New Roman&quot;, serif;">Additional information required: Previous comments not addressed&nbsp;<o:p></o:p></span></p><p class="MsoNormal" style="line-height: normal; margin-bottom: 0in;"><span style="font-size: 12pt; font-family: &quot;Times New Roman&quot;, serif;">&nbsp;</span></p><p class="MsoNormal" style="line-height: normal; margin-bottom: 0in;"><span style="font-size: 12pt; font-family: &quot;Times New Roman&quot;, serif;">1. Conflicting information, method of attachment of structure to foundation not consistent. plan set demonstrates both a slab foundation and a pier column with anchor system. Indicate which method will be used.&nbsp; with appropriate details.<o:p></o:p></span></p><p class="MsoNormal" style="line-height: normal; margin-bottom: 0in;"><span style="font-size: 12pt; font-family: &quot;Times New Roman&quot;, serif;">&nbsp; &nbsp; &nbsp;&nbsp;<b>&nbsp; Pg 2</b>&nbsp;<i>top right -&nbsp;</i>2x4 wall, skids placed on blocks on earth with anchors,&nbsp;<i>bottom righ</i>t 2x4 wall on 4" concrete slab with 4x6 skids, 2x6 floor joists, no anchoring<b>&nbsp;Pg 3&nbsp;</b>same as pg2 bottom right,&nbsp;<b>Pg 6</b>&nbsp;2x6 frame wall, no skids or 2x6 joists but 2x4 bottom plate fastened to slab.&nbsp; FBCR 301.1<o:p></o:p></span></p><p class="MsoNormal" style="line-height: normal; margin-bottom: 0in;"><b><span style="font-size: 12pt; font-family: &quot;Times New Roman&quot;, serif;">&nbsp;2</span></b><span style="font-size: 12pt; font-family: &quot;Times New Roman&quot;, serif;">. Indicate if the sections of DBPR units and what is site built for his project and the dimensions of each structure .... FBC 107.2.1 Information on construction documents<o:p></o:p></span></p><p class="MsoNormal" style="line-height: normal; margin-bottom: 0in;"><span style="font-size: 12pt; font-family: &quot;Times New Roman&quot;, serif;">3. SD should be located outside the immediate area of the sleeping quarters. FBCR 314.3.2,&nbsp;<o:p></o:p></span></p><p class="MsoNormal" style="line-height: normal; margin-bottom: 0in;"><span style="font-size: 12pt; font-family: &quot;Times New Roman&quot;, serif;">4. Conventional framing of roof over build detail and all appropriate connections not provided for review.&nbsp;<o:p></o:p></span></p><p class="MsoNormal" style="line-height: normal; margin-bottom: 0in;"><span style="font-size: 12pt; font-family: &quot;Times New Roman&quot;, serif;">&nbsp;</span></p><p class="MsoNormal" style="line-height: normal; margin-bottom: 0in;"><span style="font-size: 10pt; font-family: Helvetica, sans-serif;">Once requested information is received and reviewed, additional comments made be created.</span><span style="font-size: 12pt; font-family: &quot;Times New Roman&quot;, serif;"><o:p></o:p></span></p><p class="MsoNormal" style="line-height: normal; margin-bottom: 0in;"><span style="font-size: 10pt; font-family: Helvetica, sans-serif;"><br></span></p><p class="MsoNormal" style="line-height: normal; margin-bottom: 0in;"><span style="font-size: 10pt; font-family: Helvetica, sans-serif;"><b>PLEASE UPLOAD A RESUBMITTAL COVER SHEET WITH THE REVISION.</b></span></p></div>

Review Distribution Missing Information
ALL DENIAL COMMENTS HAVE NOT BEEN ADDRESSED.&nbsp;<div><br></div><div><b>WHEN SUBMITTING A REVISION, A RESUBMITTAL COVERSHEET IS REQUIRED.&nbsp;</b></div>
Additional Information

12-18-2024PERMIT REVIEW COMMENT
ALL DENIAL COMMENTS HAVE NOT BEEN ADDRESSED.&nbsp;<div><br></div><div><b>WHEN SUBMITTING A REVISION, A RESUBMITTAL COVERSHEET IS REQUIRED.&nbsp;</b></div>

Review Distribution Approved
| Assigned to Reviewer: Taylor Schwing taylor.schwing@citrusbocc.com |
Engineering FFEA Review Approved
| Assigned to Reviewer: LORRIE L SCHWENNEKER lorrie.schwenneker@citrusbocc.com |
Plans Examiner Review Approved
| Assigned to Reviewer: Mark Hammer mark.hammer@citrusbocc.com |
Review Consolidation Approved
| Assigned to Reviewer: Taylor Schwing taylor.schwing@citrusbocc.com |
Pre Permit Issuance Review Missing Information
SUBCONTRACTOR FORM FOR MECHANICAL AND PLUMBING REQUIRED.&nbsp;
Additional Information

01-27-2025PERMIT REVIEW COMMENT
SUBCONTRACTOR FORM FOR MECHANICAL AND PLUMBING REQUIRED.&nbsp;

Pre Permit Issuance Review Add Fees
| Assigned to Reviewer: Taylor Schwing taylor.schwing@citrusbocc.com |
Pre Permit Issuance Review Approved
| Assigned to Reviewer: Taylor Schwing taylor.schwing@citrusbocc.com |
NOC Review Approved
| Assigned to Reviewer: Taylor Schwing taylor.schwing@citrusbocc.com |

Conditions

Inspections
1st Rough Plumbing Inspection (#1)

Engineering Erosion Control Inspection (#1) Waived on 02-17-2025
<p class="MsoNormal" style="line-height:13.5pt"><span style="font-size: 9pt; font-family: Helvetica, sans-serif;">We have waived this inspection so you may continue forward on your project.<br> <b>Please be sure to have erosion control measures in place throughout the construction process to prevent offsite sediment and stormwater runoff.</b><br> Based on our review<a name="_Hlk151035484">, it doesn’t appear that construction activity would affect any Wetlands, Waterways, and/or the County’s Stormwater Drainage System.<br> An inspection may be added later if we receive a complaint and/or observe offsite impacts.</a><o:p></o:p></span></p> <p class="MsoNormal" style="line-height:13.5pt"><span style="font-size: 9pt; font-family: Helvetica, sans-serif;">Erosion control measures are required to be in place as soon as any ground disturbance begins and maintained throughout the construction process.<o:p></o:p></span></p> <p class="MsoNormal" style="line-height:13.5pt"><span style="font-size: 9pt; font-family: Helvetica, sans-serif;">Erosion control measures such as a vegetative buffer, silt fence, or any appropriate Best Management Practice, as described in the Florida Stormwater Erosion and Sedimentation Control Manual, may be used. The manual can be downloaded at&nbsp;</span><a href="https://www.fsesci.com/downloads/" target="_blank"><span style="font-size:9.0pt;font-family:&quot;Helvetica&quot;,sans-serif; mso-fareast-font-family:&quot;Times New Roman&quot;;color:blue">https://www.fsesci.com/downloads/</span></a><span style="font-size: 9pt; font-family: Helvetica, sans-serif;"><o:p></o:p></span></p> <p class="MsoNormal" style="line-height:13.5pt"><span style="font-size: 9pt; font-family: Helvetica, sans-serif;">A vegetative buffer is the most efficient and cost-effective form of erosion control. For most sites, a minimum of 15 ft of undisturbed vegetation is a sufficient buffer. Steep sites may require a larger buffer area. A vegetative buffer can be reestablished on a disturbed site with the installation of sod. Silt fence is the most commonly used form of erosion control protection. Silt fence needs to be placed so that it includes all areas of fill or disturbed soils, and the silt fence needs to be keyed into the ground (buried up to the line, you should be able to pull up on the silt fence at any point and it does not move at the ground). Additional BPMs may be needed for sites with steep slopes.<o:p></o:p></span></p>
Pier Column Inspection (#1)

Sheathing Inspection (#1)Scheduled For: 06-03-2025Is Assigned Passed on 06-03-2025
| Assigned to Inspector: Peter Giverc |
Slab Inspection (#1)Scheduled For: 04-25-2025Is Assigned Passed on 04-28-2025
| Assigned to Inspector: VINCENT G ARTESE |
Structural Frame Inspection (#1)Scheduled For: 06-03-2025Is Assigned Passed on 06-03-2025
| Assigned to Inspector: Peter Giverc |
T-Pole Inspection (#1)Scheduled For: 05-07-2025Is Assigned Passed on 05-07-2025
| Assigned to Inspector: Mark Hammer |
T-Pole Power Release (#1)Scheduled For: 05-07-2025Is Assigned Confirmed on 05-07-2025
BLD2024336369 Owner Name: NATURE COAST AFFORDABLE HOUSING CORP Inspection Passed on: 5/7/2025