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1445Seminole Rd - Permit RES18-0138SHEET No. SHT No.1 SHT No.2 4cm"Ob, ene al 930 esug n SHT No.3 eryices LLC SHT No.4 SHT No.5 180 Venetian Boulevard, St Augustine, Florida 32095 904-327-4239 Bolin Group, Inc. 5 � e�nirliofle Road !F�Iorida 90229090 (9 04) 215 - 0' 110 SUBJECT: CUSTOM HOME RENOVATION PROJECT LOCATION: 1445 Seminol Road Atlantic Beach, FI rida 32233 [1•`�[e]��K�l►ii�]kffo]IL ll APPROX. RENOVATION AREA: 1500 sq. ft. WIND ZONE INFORMATION (UNLESS SPECIFIED BY THE ENGINEER OF RECORD) NOTES: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH, AND MEETS THE REQUIREMENTS OF THE SECTION 1600 OF THE 2017 FLORIDA BUILDING CODE, 995. D ROOFING MATERIAL SHALL MEET THE REQUIREMENTS OF CHAPTER 1600 OF THE FLORIDA BUILDING CODE AND THE 2017 FL RESIDENTIAL CODE CHAPTER 9 THIS BUILDING IS LOCATED IN THE WIND BORNE DEBRIS AREA - BASIC WIND SPEED (M.P.H.-3 SECOND GUST): 130 M.P.H. - WIND IMPORTANT FACTOR: 11 - WIND EXPOSURE FACTOR: C - BUILDING CATEGORY: ENCLOSED - INTERNAL PRESSURE COEFFICIENT: ±0.18 GENERAL NOTES / DESIGN CRITERIA D COMPONENT & CLADDING (P.S.F.) - ALL CONSTRUCTION SHALL COMPLY WITH THE: 2017 FLORIDA SIZE (S.F.) END ZONE (5) INTERIOR ZONE (4) POS. + NEG. - POS. + NEG. - 0-20 39.9 42.6 39.9 52.5 20-50 ;8.4 35.1 37.4 49.0 50-100 33.4 33.4 33.4 40.8 >100 29.3 32.5 29.5 32.5 GENERAL NOTES / DESIGN CRITERIA D GEPJERAL REVISION - ALL CONSTRUCTION SHALL COMPLY WITH THE: 2017 FLORIDA CONSTRUANCE: MATERIALS, DIMENSIONS, AND ALL OTHER BUILDING CODE -EXISTING BUILDING, SIXTH EDITION, CHAPTER 8 CONDITIONS WHICH ARE NOT OTHERWISE DEFINED ON THIS ALTERATIONS -LEVEL 2 SECTION 801 GENERAL. DRAWING SHALL BE CONSTRUED AS HAVING THE SAME MEANING 05/17/18 AS SIMILARLY INDICATED CONDITIONS WHICH ARE MORE FULLY - SOIL BEARING DESIGN CRITERIA: DEFINED ELSEWHERE ON THIS PROJECT OR OTHER DRAWINGS UNCLASSIFIED, BEARING CAPACITY: 2500 PSF; SEE ANY RELATED FOR THIS PROJECT. NOTES IN THESE DRAWINGS REGARDING SOILS TESTS AND CONTRACTOR/ OWNER RESPONSIBILITIES - DEVIATIONS FROM DRAWINGS: ARCHITECT DOES NOT ASSUME 9� RESPONSIBILITY FOR OMMISSIONS, UNWORKMAN-LIKE - SITE CONDITIONS AND DIMENSIONS: CONTRACTOR SHALL VERIFY PERFORMANCE OR DEVIATIONS FROM THE PLANS, ALL CONDITIONS AND DIMENSIONS AT THE BUILDING SITE PRIOR SPECIFICATIONS AND DETAILS WHICH MAY OCCUR BY TO FABRICATION AND CONSTRUCTION. NOTIFY THE ARCHITECT AT CONTRACTOR OR CONTRACTORS DURING THE COURSE OF ONCE IF ANY DISCREPANCIES ARE DISCOVERED. DO NOT PROCEED CONSTRUCTION. DEVIATIONS FROM DRAWINGS ARE AT WITH THE CONSTRUCTION UNTIL ALL SUCH DISCREPANCIES ARE CONTRACTORS RISK UNLESS APPROVED IN WRITING OR WITH FULLY RESOLVED. SUPPLEMENTARY DRAWINGS FROM THE ARCHITECT. - DRAWINGS: THESE DRAWINGS PROVIDE THE INTENT AND - SURVEY INFORMATION: EXISTING SITE SURVEY AND GENERAL DESCRIPTION OF THE WORK. THE CONTRACTOR SHALL CONDITIONS PROVIDED BY OWNER AND HAS NOT BEEN PROVIDE NECESSARY MATERIALS AND WORK FOR A COMPLETELY VERIFIED. FINISHED PROJECT. DIMENSIONS HAVE PRECEDENCE OVER SCALED DRAWINGS; DO NOT SCALE DRAWINGS, CONSULT WITH ARCHITECT - SOILS REPORT: NO SOILS REPORT HAS BEEN PERFORMED IN THE EVENT OF DISCREPANCY OR UNCERTAINTY. (AT OWNERS OPTION AND RISK). ARCHITECT HAS ASSUMED TYPICAL BEARING AND DRAINAGE SOILS CONDITIONS FOR - REPAIRS: REPAIR AND PATCH ALL OPENINGS AND AREAS PURPOSES OF FOUNDATION AND STRUCTURAL DESIGN, AND DAMAGED DURING THE COURSE OF THE WORK TO MEET AND SITE DRAINAGE. IT IS THE CONTRACTORS FULL RESPONSIBILITY MATCH ADJACENT MATERIALS AND FINISHES. TO PERFORM EARTHWORK AND ADDITIONAL SOIL TESTS AS REQUIRED TO ENSURE THAT THE SUBSURFACE SOIL CONDITIONS - UTILITIES: CONTRACTORS SHALL PROVIDE ALL CONDUITS, ARE ADEQUATE TO SUPPORT THE DESIGN FOUNDATION LOAD METERS, METER CANS, PIPING, SLEEVES, AND FIXTURES REQUIRED AND PROVIDE THE MINIMUM ALLOWABLE BEARING CAPACITY BY UTILITY COMPANIESFOR SERVICE TO STRUCTURE, INCLUDING DESIGNATED IN THE STRUCTURAL DESIGN CRITERIA WHERE THE POWER, T.V. CABLE, TELEPHONE, WATER AND SEWER. CONTRACTOR BEARING CAPACITY OF THE SOIL IS IN QUESTION. THE SHALL VERIFY LOCATIONS OF EXISTING UTILITIES AND PIPING CONTRACTOR SHALL NOTIFY BOTH OWNER AND ARCHITECT IN BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR ALL WRITING FOR INSTRUCTIONS ON HOW TO PROCEED, ARCHITECT DAMAGES WHICH MAY OCCUR DUE TO FAILURE TO EXACTLY ASSUMES NO LIABILITY FOR VARYING SUNSURFACE CONDITIONS LOCATE UTILITIES. AND THEIR RESULTING IMPACT OR DETRIMENT TO BUDGET, STRUCTURE, OR DRAINAGE. -CLEANING: PROVIDE ADEQUATE TRASH DUMPSTER CONTAINERS TO PREVENT ACCUMULATION OF WASTE MATERIAL OR DEBRIS IN R - WATERPROOFING DETAILS: WATERPROOFING DETAILS IN THIS ABOUT THE BUILDING. CLEAN ALL WORK AREAS DAILY. SET OF DRAWINGS IS NOT ALL ENCOMPASSING TO INCLUDE THE VAST QUANTITY OF DETAILS REQUIRED TO BUILD A - COORDINATION: COORDINATE ALL ELECTRICAL, PLUMBING, AND COMPLETELY WATERPROOF BUILDING. OWNER SHALL RELY ON MECHANICAL WORK WITH THE ARCHITECTURAL FEATURES. DO NOT CONTRACTOR TO PERFORM TO INDUSTRY STANDARD IN ALL CUT STRUCTURAL MEMBERS TO ACCOMODATE THE WORK WITHOUT WATERPROOFING DETAILS. ARCHITECT ASSUMES NO LIABILITY SPECIFIED WRITTEN APPROVAL. FOR DETAILS OTHER THAN THOSE DEPICTED IN THESE DOCUMENTS. - ACCESSORIES: FURNISH AND INSTALL ACCESS PANELS WHERE REQUIRED FOR ACCESS TO ALL CONCEALED BOXES, PANELS, - SHOP DRAWING SUBMITTALS OF PRODUCT DATA: SUBMIT CONTROL VALVES OR EQUIPMENT. ITEMS (AS STIPULATED IN DRAWINGS AND NOTES) TO ARCHITECT / ENGINEER(S) FOR REVIEW FOR THE LIMITED - BLOCKING: PROVIDE BLOCKING FOR CABINETS, BATH PURPOSE OF CHECKING CONFORMANCE WITH THE INFORMATION ACCESSORIES, HANDRAILS, AND OTHER WALL MOUNTED ITEMS. GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE DRAWINGS. SUBMIT THE NUMBER OF COPIES WHICH THE - SERVICES: CONTRACTOR TO PROVIDE ALL CONDUITS, METERS, CONTRACTOR REQUIRES, PLUS (1) COPY WHICH WILL BE FOR S='PER I RETAINED ENGINEER. ALLSUBMITTALS P�EIES WATER, ARCHITECT. MUST BE RECEIVED AND APPROVED BY AR ITEC .T CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING SHOP - CONFORMANCE: ALL WORK IS TO BE PERFORMED WITHIN ALL DRAWINGS AND ALLOW FOR TWO WEEKS REVIEW TURNAROUND LOCAL, STATE, AND NATIONAL CODES CURRENTLY ADOPTED BY TIME. ALL BUILDING PRODUCTS ARE TO BE INSTALLED IN THE LOCAL MUNICIPALITY. ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. - RELEASE DATE: THIS DRAWING IS NOT RELEASED FOR THE - ELECTRIC PANEL AND CIRCUITING: VERIFY EXISTING ELECTRIC PURPOSES OF CONSTRUCTION OR CONTRACTING UNLESS THE PANEL AND EVALUATE IF INCREASED CAPACITY IS REQUIRED. RELEASE DATE IN THE TITLE BLOCK OF THIS DRAWING IS CONSOLIDATE OR MODIFY EXISTING ELECTRICAL CIRCUITING AS DATED BY THE ARCHITECT. ANY DRAWINGS ISSUED WITHOUT A REQUIRED TO ACCOMMODATE NEW WORK. RELEASE DATE ARE PRELIMINARY AND NON -SUITABLE FOR CONSTRUCTION OR CONTRACTING. - OWNER AS CONTRACTOR: IF OWNER ELECTS TO PERFORM PORTIONS OR ALL OF THE WORK PRESCRIBED IN THESE DRAWINGS, THE TERMS OWNER AND CONTRACTOR ARE INTERCHANGEABLE AND HAVE THE SAME MEANING. STRUCTURAL ENGINEERING CONSUTANTS Alnis J. Bonga, P.E. FL 42414 8201 Lakemont Dr. Jax., FL 32216 (904)996-7866 �✓� DRAWING INDEX 110.'1' •961► COVER SHEET FLOOR PLAN (AS -BUILT) FLOOR PLAN ELECTRICAL PLAN SECTIONS REVISIQIV��'��'°�� BP# g,tS /,f d�38 DATE 6 / a2 n/ e SIGNED MAY 3 0 2018 VfE'`4ts'�K�x.,ti�` �1'�i j�„'E�s't Ey L �J D GEPJERAL REVISION 05/29/18 C ISSUE FOR CONSTRUCTION 05/18/18 B ISSUE FOR APPROVAL 05/17/18 A ISSUE FOR PRELIMINARY REVIEW 05/15/18 I REV. I DESCRIPTION DATE Lnm 0)ro 0 C � I � N o I �0 0 Cn Q Cn a a m _C H d V > J o d ._ as � 4) MRAWN BY= P.M.E. CH6CKEID BY= P.M.E. I JOB NUMBER= 18-614 I SHE:E:T NO. C.%ATE= 05/13/18 9� MRAWN BY= P.M.E. CH6CKEID BY= P.M.E. I JOB NUMBER= 18-614 I SHE:E:T NO. C.%ATE= 05/13/18 65'-6" (3) 3-0 x 4-0 (2) 3-0 x 4-0 3-0 x 6-8 3-0 x 6-8 3-0 x 6-8 3-0 x 6-8 I I I I I I I I I I LJLJ I ' qO I ' 'CSO Z m DINNING CSO 0 ROOM KITCHEN I o MASTER BATH lix BEDROOM I M I w �o I I I I 0 I ox I r7 LIVING ROOM WALK IN CLOSET OFFICE (3) 3-0 x 5-0 3-0 x 6-8 COVERED PORC FLOOR PLAN SCALE: 3/8"=1'-0" (3) 3-0 x 3-0 3-0 x 5-0 0 0 M A�`S - B U � LT (EXISTING CONDITIONS) t C ISSUE FOR CONSTRUCTION 05/18/18 B ISSUE FOR APPROVAL 05/17/18 A ISSUE FOR PRELIMINARY REVIEW 05/15/18 REV. DESCRIPTION i DATE • t C ISSUE FOR CONSTRUCTION 05/18/18 B ISSUE FOR APPROVAL 05/17/18 A ISSUE FOR PRELIMINARY REVIEW 05/15/18 REV. DESCRIPTION i DATE DRAWN BY= P.M.E. CHECKED BY: P.M.E. JOB NUMBER - 18 -614 SHEET No. SHT No.1 SHT No.2 G ener ' 910 esuJ n SHT No.3 ervices LLC SHT No.4 SHT No.S 180 Venetian Boulevard, St Augustine, Florida 32095 904-327-4239 oil "�Itlllll 11111 The Bolin Group, Inc. 144-5 Seminole Road Atlantic [ F7 -A I lorida '0229090 (904)2_15-10"'110 SUBJECT: CUSTOM HOME RENOVATION PROJECT LOCATION: 1445 Seminole Road Atlantic Beach, Flor da 32233 DESIGN CONDITIONS: APPROX. RENOVATION AREA: 1500 sq. ft. WIND ZONE INFORMATION (UNLESS SPECIFIED BY THE ENGINEER OF RECORD) NOTES: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH, AND MEETS THE REQUIREMENTS OF THE SECTION 1600 OF THE 2017 FLORIDA BUILDING CODE, 90N. D ROOFING MATERIAL SHALL MEET THE REQUIREMENTS OF CHAPTER 1600 OF THE FLORIDA BUILDING CODE AND THE 2017 FL RESIDENTIAL CODE CHAPTER 9 THIS BUILDING IS LOCATED IN THE WIND BORNE DEBRIS AREA - BASIC WIND SPEED (M.P.H.-3 SECOND GUST): 130 M.P.H. - WIND IMPORTANT FACTOR: 11 - WIND EXPOSURE FACTOR: C - BUILDING CATEGORY: ENCLOSED - INTERNAL PRESSURE COEFFICIENT: ±0.18 GENERAL NOTES / DESIGN CRITERIA D COMPONENT & CLADDING (P.S.F.) - ALL CONSTRUCTION SHALL COMPLY WITH THE: 2017 FLORIDA SIZE (S.F.) END ZONE (5) INTERIOR ZONE (4) POS. + NEG. - POS. + NEG. - 0-20 39.9 42.6 39.9 52.5 20-50 38.4 35.1 37.4 49.0 50-100 33.4 33.4 33.4 40.8 >100 29.3 32.5 29.5 32.5 GENERAL NOTES / DESIGN CRITERIA D GENERAL REVISION - ALL CONSTRUCTION SHALL COMPLY WITH THE: 2017 FLORIDA CONSTRUANCE: MATERIALS, DIMENSIONS, AND ALL OTHER BUILDING CODE -EXISTING BUILDING, SIXTH EDITION, CHAPTER 8 CONDITIONS WHICH ARE NOT OTHERWISE DEFINED ON THIS ALTERATIONS -LEVEL 2 SECTION 801 GENERAL. DRAWING SHALL BE CONSTRUED AS HAVING THE SAME MEANING 05/17/18 AS SIMILARLY INDICATED CONDITIONS WHICH ARE MORE FULLY - SOIL BEARING DESIGN CRITERIA: DEFINED ELSEWHERE ON THIS PROJECT OR OTHER DRAWINGS UNCLASSIFIED, BEARING CAPACITY: 2500 PSF; SEE ANY RELATED FOR THIS PROJECT. NOTES IN THESE DRAWINGS REGARDING SOILS TESTS AND CONTRACTOR/ OWNER RESPONSIBILITIES - DEVIATIONS FROM DRAWINGS: ARCHITECT DOES NOT ASSUME RESPONSIBILITY FOR OMMISSIONS, UNWORKMAN-LIKE - SITE CONDITIONS AND DIMENSIONS: CONTRACTOR SHALL VERIFY PERFORMANCE OR DEVIATIONS FROM THE PLANS, ALL CONDITIONS AND DIMENSIONS AT THE BUILDING SITE PRIOR SPECIFICATIONS AND DETAILS WHICH MAY OCCUR BY TO FABRICATION AND CONSTRUCTION. NOTIFY THE ARCHITECT AT CONTRACTOR OR CONTRACTORS DURING THE COURSE OF ONCE IF ANY DISCREPANCIES ARE DISCOVERED. DO NOT PROCEED CONSTRUCTION. DEVIATIONS FROM DRAWINGS ARE AT WITH THE CONSTRUCTION UNTIL ALL SUCH DISCREPANCIES ARE CONTRACTORS RISK UNLESS APPROVED IN WRITING OR WITH FULLY RESOLVED. SUPPLEMENTARY DRAWINGS FROM THE ARCHITECT. - DRAWINGS: THESE DRAWINGS PROVIDE THE INTENT AND - SURVEY INFORMATION: EXISTING SITE SURVEY AND GENERAL DESCRIPTION OF THE WORK. THE CONTRACTOR SHALL CONDITIONS PROVIDED BY OWNER AND HAS NOT BEEN PROVIDE NECESSARY MATERIALS AND WORK FOR A COMPLETELY VERIFIED. FINISHED PROJECT. DIMENSIONS HAVE PRECEDENCE OVER SCALED DRAWINGS; DO NOT SCALE DRAWINGS, CONSULT WITH ARCHITECT - SOILS REPORT: NO SOILS REPORT HAS BEEN PERFORMED IN THE EVENT OF DISCREPANCY OR UNCERTAINTY. (AT OWNERS OPTION AND RISK). ARCHITECT HAS ASSUMED TYPICAL BEARING AND DRAINAGE SOILS CONDITIONS FOR - REPAIRS: REPAIR AND PATCH ALL OPENINGS AND AREAS PURPOSES OF FOUNDATION AND STRUCTURAL DESIGN, AND DAMAGED DURING THE COURSE OF THE WORK TO MEET AND SITE DRAINAGE. TT IS THE CONTRACTORS FULL RESPONSIBILITY MATCH ADJACENT MATERIALS AND FINISHES. TO PERFORM EARTHWORK AND ADDITIONAL SOIL TESTS AS REQUIRED TO ENSURE THAT THE SUBSURFACE SOIL CONDITIONS - UTILITIES: CONTRACTORS SHALL PROVIDE ALL CONDUITS, ARE ADEQUATE TO SUPPORT THE DESIGN FOUNDATION LOAD METERS, METER CANS, PIPING, SLEEVES, AND FIXTURES REQUIRED AND PROVIDE THE MINIMUM ALLOWABLE BEARING CAPACITY BY UTILITY COMPANIESFOR SERVICE TO STRUCTURE, INCLUDING DESIGNATED IN THE STRUCTURAL DESIGN CRITERIA WHERE THE POWER, T.V. CABLE, TELEPHONE, WATER AND SEWER. CONTRACTOR BEARING CAPACITY OF THE SOIL IS IN QUESTION. THE SHALL VERIFY LOCATIONS OF EXISTING UTILITIES AND PIPING CONTRACTOR SHALL NOTIFY BOTH OWNER AND ARCHITECT IN BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR ALL WRITING FOR INSTRUCTIONS ON HOW TO PROCEED, ARCHITECT DAMAGES WHICH MAY OCCUR DUE TO FAILURE TO EXACTLY ASSUMES NO LIABILITY FOR VARYING SUNSURFACE CONDITIONS LOCATE UTILITIES. AND THEIR RESULTING IMPACT OR DETRIMENT TO BUDGET, STRUCTURE, OR DRAINAGE. -CLEANING: PROVIDE ADEQUATE TRASH DUMPSTER CONTAINERS TO PREVENT ACCUMULATION OF WASTE MATERIAL OR DEBRIS IN R - WATERPROOFING DETAILS: WATERPROOFING DETAILS IN THIS ABOUT THE BUILDING. CLEAN ALL WORK AREAS DAILY. SET OF DRAWINGS IS NOT ALL ENCOMPASSING TO INCLUDE THE VAST QUANTITY OF DETAILS REQUIRED TO BUILD A - COORDINATION: COORDINATE ALL ELECTRICAL, PLUMBING, AND COMPLETELY WATERPROOF BUILDING. OWNER SHALL RELY ON MECHANICAL WORK WITH THE ARCHITECTURAL FEATURES. DO NOT CONTRACTOR TO PERFORM TO INDUSTRY STANDARD IN ALL CUT STRUCTURAL MEMBERS TO ACCOMODATE THE WORK WITHOUT WATERPROOFING DETAILS. ARCHITECT ASSUMES NO LIABILITY SPECIFIED WRITTEN APPROVAL FOR DETAILS OTHER THAN THOSE DEPICTED IN THESE DOCUMENTS. - ACCESSORIES: FURNISH AND INSTALL ACCESS PANELS WHERE REQUIRED FOR ACCESS TO ALL CONCEALED BOXES, PANELS, - SHOP DRAWING SUBMITTALS OF PRODUCT DATA: SUBMIT CONTROL VALVES OR EQUIPMENT. ITEMS (AS STIPULATED IN DRAWINGS AND NOTES) TO ARCHITECT / ENGINEER(S) FOR REVIEW FOR THE LIMITED - BLOCKING: PROVIDE BLOCKING FOR CABINETS, BATH PURPOSE OF CHECKING CONFORMANCE WITH THE INFORMATION ACCESSORIES, HANDRAILS, AND OTHER WALL MOUNTED ITEMS. GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE DRAWINGS. SUBMIT THE NUMBER OF COPIES WHICH THE - SERVICES: CONTRACTOR TO PROVIDE ALL CONDUITS, METERS, CONTRACTOR REQUIRES, PLUS (1) COPY WHICH WILL BE �V PICEIES FOR ED BY THE ARCHITECT/ I ALL INBE WSMnTa% WATER, RECEIVED AND APPROVED BY ARCHITECT.NEER. MUST THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING SHOP - CONFORMANCE: ALL WORK IS TO BE PERFORMED WITHIN ALL DRAWINGS AND ALLOW FOR TWO WEEKS REVIEW TURNAROUND LOCAL, STATE, AND NATIONAL CODES CURRENTLY ADOPTED BY TIME. ALL BUILDING PRODUCTS ARE TO BE INSTALLED IN THE LOCAL MUNICIPALITY. ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. - RELEASE DATE: THIS DRAWING IS NOT RELEASED FOR THE - ELECTRIC PANEL AND CIRCUITING: VERIFY EXISTING ELECTRIC PURPOSES OF CONSTRUCTION OR CONTRACTING UNLESS THE PANEL AND EVALUATE IF INCREASED CAPACITY IS REQUIRED. RELEASE DATE IN THE TITLE BLOCK OF THIS DRAWING IS CONSOLIDATE OR MODIFY EXISTING ELECTRICAL CIRCUITING AS DATED BY THE ARCHITECT. ANY DRAWINGS ISSUED WITHOUT A REQUIRED TO ACCOMMODATE NEW WORK. RELEASE DATE ARE PRELIMINARY AND NON -SUITABLE FOR CONSTRUCTION OR CONTRACTING. - OWNER AS CONTRACTOR: IF OWNER ELECTS TO PERFORM PORTIONS OR ALL OF THE WORK PRESCRIBED IN THESE DRAWINGS, THE TERMS OWNER AND CONTRACTOR ARE INTERCHANGEABLE AND HAVE THE SAME MEANING. STRUCTURAL ENGINEERING CONSUTANTS Alnis J. Bango, P.E. FL 42414 8201 Lakemont Dr. Jax., FL 32216 (904)996-7866 �+ DRAWING INDEX DESCRIPTION COVER SHEET FLOOR PLAN (AS -BUILT) FLOOR PLAN ELECTRICAL PLAN SECTIONS 1 REVISION���'a�� BP#,. 9 tS /f- - o13 DATE G J a2 V/ SIGNED El r MAY 3 0 2018 ofAtlanticEcLe:r ri.-, D GENERAL REVISION 05/29/18 C ISSUE FOR CONSTRUCTION 05/18/18 B ISSUE FOR APPROVAL 05/17/18 A ISSUE FOR PRELIMINARY REVIEW 05/15/18 REV. I DESCRIPTION DATE FF�EviSEo 6ORIPTION GATE ELIMINARY ISSUE 9/04 Lna) o)ro O N.1t � I r � N o I Li ;1- 0 cn Q V) L 0 m C ._ H V > p N v _� 00F9AWN BY= P.M.E. CHECKED SY: P.M.E. I JOB NUMENI 18-614 I SHEET NU. CRATE= 05/13/18 LTJ ct 00F9AWN BY= P.M.E. CHECKED SY: P.M.E. I JOB NUMENI 18-614 I SHEET NU. CRATE= 05/13/18 3-0 x 6-8 3-0 x 6-8 X1 10Vi•Aul _._..__. ROOM 3) 3-0 x 5-0 ►Z1 3) 3-0 x 4-0 65'-6" Lo _cm �o 3 0 x 6-8 COVERED PORCH FLOOR PLAN SCALE: 3/8"=1'-0" 3-0 x 6-8 MASTER BEDROOM OFFICE 3-0 x 3-0 3-0 x ( 2) 3-0 x 4-0 AS-BULT (EXISTING CONDITIONS) OFFICE COPY C ISSUE FOR CONSTRUCTION 05/18/18 B ISSUE FOR APPROVAL 05/17/18 A ISSUE FOR PRELIMINARY REVIEW 05/15/18 REV. DESCRIPTION DATE REVISEE> PRELIMINARY ISSUE 9/04 -11 Lo 0) CN O N M �I 0 N M O O N C U) Q 4, V) (1) D O m c c C3 H J O 0 A ?2H 4 C d DRAWN BY` P.M.E. CHECKam BY: P.M.E. JOB NUMBER 18-614 SHEETNO. �ATE� 05/13/18 • • I. DRAWN BY` P.M.E. CHECKam BY: P.M.E. JOB NUMBER 18-614 SHEETNO. �ATE� 05/13/18 SEE WINDOOW SECTION ON SHEET 5 1-6 x 6-0 1-6 x 6-0 TRANSUM TRANSUM I WIMP SEE DOOR SECTION ON SHEET 5---\ 0 0 OD DINING �O ROOM o F] D 0 0 (3) 3-0 x 5-0 9-0 x 8-0 COVERED (PORCH 65'-6" SEE WINDOOW SECTION ON SHEEI 5 7 3-0 x 5-0 (EGRESS) 3-0 x 5-0 (EGRESS) (3) 1-6 x 4-0 00 I x 0 I N Of w J C, 0 U KITCHEN qo woo C� O I o I 3-0 x 6-8 00 I x 0 I FLOOR PLAN SCALE: 3/8"=l'—O" AA A CTC'D bLUKUUM OFFICE (3) 3-0 x 3-0 it )) II r D A T LJ 00 00 I I xx 00 00 I I N _ N ►nrnra11 I,LUJt I 3-0 x 5-0 —0 x 6— 0 0 9 `%d C ISSUE FOR CONSTRUCTION 05/18/18 B ISSUE FOR APPROVAL 05/17/18 a A ISSUE FOR PRELIMINARY REVIEW 05/15/18 REV. DESCRIPTION I DATE FREVISEM MSO VP'ON MATE ELIMINARY ISSUE 9/04 L0 0) O N N �t � N ro 0 LL- CD O O N C 4, cn 7 cp Q cn L 0 Q) 0 m c N i H _ 4) 4) 00 BRAWN BY- P.M.E. CHECKED BY: P.M.E. JOB NUMBER= 18-614 1 SHEET NO. 3 C>ATE: 05/13/18 C� ® C� o BRAWN BY- P.M.E. CHECKED BY: P.M.E. JOB NUMBER= 18-614 1 SHEET NO. 3 C>ATE: 05/13/18 GF LIVING tololl v FROOR \ REM \ o o • o El El / 0 C==:> 3 0 0— 0 I I 1 i U \ LIGHT FIXTURE 0 T- 3 M REV. KITCHE�,N 4 FROOR \ REM \ o o • o El El / 0 C==:> 3 0 0— 0 I I 1 i U \ LIGHT FIXTURE 0 I 3 M REV. KITCHE�,N 4 CABINET LIGHTING CEILING FAN W/LIGHT FIXTURE � s \ QCABLEVISION � I 220 OUTLET / EXHAUST FAN DUPLEX RECEPTACLE OUTLET QUAD. RECEPTACLE OUTLET $3 3 -WAY SWITCH GF(b COVERED PORCH II 65'-6" 3 w .0o m 1 — rF� MASTER BEDROOM \i BATH I ; � GF Ali 0 T \ / ii cl� • w I _lyTtif N �- w M — p WALK IN. I CLOSET �l __A$ OFFICE ELECTRICAL PLAN SCALE: 1/4"=l' -O" ELECTRICAL NOTES 1. CODE: 2008 NATIONAL ELECTRIC CODE, ALL WORK TO BE PERFORMED WITHIN ALL LOCAL, STATE, & NATIONAL CODES CURRENTLY ADOPTED. 2. ENGINEERING: ELECTRICAL, CIRCUIT, & ELECTRICAL PANEL SIZING BY CONTRACTOR. CONTRACTOR TO EVALUATE PANEL SIZE FOR CAPACITY REQ'D. ANY CAPACITY LISTED ON DRAWINGS IS AN ESTIMATE ONLY. 3. CIRCUITS: PROVIDE ALL NECESSARY CIRCUITS TO APPLIANCES, WATER HEATERS, AND OTHER MISC.EQUIPMENT AS REQUIRED. COORD. WITH OWNER & CONTRACTOR TO VERIFY AND PROVIDE ELECTRICAL FOR ALL HVAC EQUIPMENT. PROVIDE ELECTRICAL HOOKUP TO ALL DIRECT WIRED APPLIANCES PER MANUFACTURES SPECS. 4. SMOKE DETECTORS: ALL SMOKE DETECTORS TO BE HARD WIRED (TYP). 5. IN -SLAB: PROVIDE ALL NECESSARY PIPING, CONDUITS, VENTS, & SLEEVES IN CONCRETE FOORS & WALLS TO ENSURE A COMPLETE INSTALLATION. 6. WET FIXTURES: PROVIDE UL APPROVED LIGHT FIXTURES AT ALL WET LOCATIONS. 7. RECESSED FIXTURES: CONTRACTOR TO VERIFY ALL RO SIZES FOR RECESSED FIXTURES, AND ADJUST DUE TO ANY FURRING FOR FLUSH FIXTURES. 8. DIMMERS: CONTRACTOR TO COORDNATE DIMMABLE LIGHTS/RHEOSTATS W/OWNER IF NOT INDICATED ON DRAWINGS. 9. FIXTURE SELECTION: ALL ELECTRICAL FIXTURES TO BE SELECTED BY OWNER. 10. WIRING DEVICES: & ALL PLATES: DECOR, ROCKER STYLE VERIFY COLOR W/OWNER 11. FLOOD ZONE CONSTRUCTION: ALL ELECTRICAL, FIXTURES, & EQUIPMENT AND HVAC EQUIPMENT TO BE LOCATED 1'-0" MIN. ABOVE FLOOD ZONE HEIGHT. FLOOD ZONE AE -10.0' NGVD MEANS HEIGHT OF 11.0' NGVD. 0 1 M 2 LIGHT FIXTURE 0 0 3 M REV. SCONCE LIGHTING @ 65" AFF 4 5 6 8 9 10 11 12 18 16 0 16 13 14 ELEC. SYMBOL INDEX SYMBOL DESCRIPTION B LIGHT FIXTURE 0 RECESSED LIGHT FIXTURE - ART LIGHTING @ 65" AFF REV. SCONCE LIGHTING @ 65" AFF 1 DATE CABINET LIGHTING CEILING FAN W/LIGHT FIXTURE E--� FLUORESCENT LIGHT FIXTURE QCABLEVISION OUTLET 220 OUTLET ® EXHAUST FAN DUPLEX RECEPTACLE OUTLET QUAD. RECEPTACLE OUTLET $3 3 -WAY SWITCH SWITCH DATA OUTLET 7 TELEPHONE OUTLET (D_ SMOKE & GAS DETECTOR E= EXISTING N= NEW U/C= UNDERCOUNTER C ISSUE FOR CONSTRUCTION 05/18/18 B ISSUE FOR APPROVAL 05/17/18 A ISSUE FOR PRELIMINARY REVIEW 05/15/18 REV. DESCRIPTION 1 DATE REVISEC) -090RIFFT X4 GATE PRELIMINARY ISSUE 9/04 IN Ln m 0-) ro O N N� o� N 0 EC) 0 rn W C D Q 0 0 m _ c: H � V > .1 0 H .m BRAWN BY - P. M. E. Y-P.M.E. CHECKEC> BY - P. M. E. Y-P.M.E. I JOB NUMBER 18-614 1 8HEET NO. 4 SATE* 05/13/18 �Md V' J V' d VV n •meq v®4 BRAWN BY - P. M. E. Y-P.M.E. CHECKEC> BY - P. M. E. Y-P.M.E. I JOB NUMBER 18-614 1 8HEET NO. 4 SATE* 05/13/18 (2) GP L 1 3/4" x 2x8 MIN TYPICAL �IMPr(1N ruin STRAP (,t\A'�T19 lOOR SEc O—N SCALE: 3/4"=I' -O" SIMPSON H2.5A OR EXISTING HURRICANE TIE EXISTING DOUBLE TOP PLATE TAPCON MASONARY ANCH RS 3/16 x 1 3/4" (4 PLACES MIN.) EXISTING 8x16 CONCRET BLOCK WALL SIMPSON COIL STRAP CM�T12 TO BE WRAPPED TO 0TH R SIDE OF WALL (TYP) TAPCON MASONARY ANCH )RS 3/16 x 1 3/4" (4 PLACES MIN.) (TYP. BOTH SIDES OF WALL) SIMPSON COIL STRAP CM�T12 TO BE WRAPPED TO 0TH R SIDE OF WALL (TYP) EXISTING BLOCK W/ 2x8 MIN TYPICAL EXISTING BLOCK V WNru""0W CO SCALE: 3/4"=1'-0" EXISTING DOUBLE TOP PLATE TAPCON MASONARY ANCHORS 3/16 x 1 3/4" (4 PLACES MIN.) EXISTING 8x16 CONCRETE BLOCK WALL SIMPSON COIL STRAP CMST12 (MIN. 12" LONG, EACH WAY AND BOTH SIDES OF WINDOW OPENING, AND ALL FOUR CORNERS) TAPCON MASONARY ANCHORS 3/16 x 1 3/4" (4 PLACES MIN.) (TYP. BOTH SIDES OF WALL) C ISSUE FOR CONSTRUCTION i B ISSUE FOR APPROVAL 4 A ISSUE FOR PRELIMINARY REVIEW REV. DESCRIPTION 05/18/18 05/17/18 05/15/18 DATE REvisEc> aCrRlP V0N cn,-M Ln o) 0') t O N N ° N 0 L� 0 0 a� c U) Q L 0 a� 0 m C a! ° N —) o N v d d BRAWN BY- P.M.E. CHECKED BY: P.M.E. I JOB NUMBER- 18-614 I SHEE -r NO. kim osa-rE= 05/13/18 C� s C� BRAWN BY- P.M.E. CHECKED BY: P.M.E. I JOB NUMBER- 18-614 I SHEE -r NO. kim osa-rE= 05/13/18