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1445 seminole rd res18-0138 drwg r CITYrj 'i OF ATLANTIC BEACH �S r ""� � 800 Seminole Road w J Atlantic Beach, Florida 32233 �_fJiil> REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date 5/3°A) Revision to Issued Permit_ Corrections to Comments Permit# '2E,S'18'-oi3'7'' Project Address 1.444^ S'EM"`i0 �E i '4 "7-4--A-€--,-7/e- B c-w , G4. 3 Z2-33 Contractor/Contact Name 2''''" "I ( 7.1---D'P 1"--/e ' Phone ?a 4- 449- 4'443 Email ,3Wc••.JS7-.2-6c--7-/°- 11-`mac_ Description of Proposed Revision /Corrections: Permit F-e Due $ aggelP /Teti1S / : Z L/.1+ r6-1 0,1 Go.27 C-7,c.✓ S J l7AT£4 S/24/Zo /8 Additional Increase in Building Value $ Additional S.F. 1 By signing below,I W ILL,'AIL-I t , gd l... i'--) ''r affirm the Revision is inclusive of the proposed changes. (printed name) ��� f/3, /, k Signature o .- • or/Agent( ontractor must sign if increase in valuation) Date (Office Use Only) Approved )( Denied Not Applicable to Department Revision/Plan Review Comments CAY17uG7 iprcic- vp -$ may -154,- Department Review Required: m Building .. j �ri.o� -.;^ 'c,�` ---Ptanrfing&Zoning 1r S O l` v )/- Reviewed By Tree Administrator 10 1.— 1 Public Works t Public Utilities gAY 3 0 2018 6- q-o?ol 8 Public Safety Date Fire Services r . . ..ls, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r ATLANTIC BEACH, FL 32233 \� OFF CF COPY (904) 247-5800'a r/ J1119f" BUILDING REVIEW COMMENTS Date: 5/24/2018 Permit#: RES18-0138 Site Address: 1445 SEMINOLE RD Review Status: APPROVED RE#: 171901 0000 Applicant: Bolin Group, Inc. Property Owner: KELLY J STACY Email: bgiconstruction@aol.com Email: Phone: 9042156110 Phone: 9045099674 9044496443 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correctio omments: 1. ere is an error in Wind Zone Information notes. We are in the 6th Edition of the 2017 FBC. Pleas• correct and submit 2 copies of Page 1. 2. Also on page 1, from the 2017 6ch Edition of the FBC-Existing Building Code,Residential,choose a Method of construction compliance/alteration level and place this information on page 1 as well. U der General Notes/Design Criteria. 3. For future reference when submitting product approval information sheets, always submit opies. / S/ro/2oi f /71 :)' Building V Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5844 Email:mjonees@coab.us 6 MGI,1ecI I"). 124 v4;it,t, co," v1"0". 4-3* /2S'J7O1$ my Resubmittal Notes: RECEIVED (..-- „ L.i.v.r.--„, 01-FICE COPX CITY OF ATLANTIC BEACH ;_ .; 800 Seminole Road Atlantic Beach,Florida 32233 '51`9;119%' Building Department City of Atlantic Beach, FL REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date s//81/8 Revision to Issued Permit ✓ Corrections to CommentsPermit# S/S)`o/33 Project Address /44¢3— S'E^""^ro`-E , ,4�L'°"'-r-/G ac-Acy/ ,L 3Zv33 7 Contractor/Contact Name �-t'---1 �t R-0,..-e1.- .c . `^I 'L`”t '"'`` it. $.L."t'" Phone `704- 44?- L443 Email 8y' ' 'k1 'i7 "dot-. -,-,11.A-1 Description of Proposed Revision/Corrections: Permit Fee Due $ .5'0. O O 2.e---A-e.,ye /.✓1TEi�/v/L A.Jo til S Imo+. . Q- re L. £(_A �cl�-/o✓e ® o. .2S (E- r) A.,d ,...13-7-,41..... 1......„r.-J c)o 14-3" 2Es-l.ye 1.t..-4•41 d.a. ,a.4•14) /P.rs7.e 1 p / x 8 .SL. v e-,e.. 2)og,,2 /.,,Tc#4.600/ ✓,..._ Additional Increase in Building Value $ It? oco ' `v Additional S.F. 51 By signing below,l W 11-4-1 A r^--A 2_ g>c, t '1 affirm the Revision is inclusive of the proposed changes. (printed name) v e 5—b.:P /8 Signature of Con . . . _- t(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments R.egv.o 1)•;1 s cry,s1. f?v:61 Con S4. Meahvrit D rtment Review Required: uilding c212r Planning &Zoning (/ Reviewed By Tree Administrator Public Works Public Utilities S/Zy/J7oir Public Safety Date Fire Services .. , - - - - - - o o a - tz C1 ° ?. Q. tilN n KO W J (- p. w N VD •-t- � C - � o � • -0 > -1 oa0 H � ay N oo oh rm po - � (Tod oC. 0' 0 O ci o• uC o ¢ . I0. w cm N - . 4 c 0N. UQ r (IQ .w ns p ° E. = co (9 H ¢-• °-, R • w . 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B o h' n 44-5 Seminole Eoac 00 Atlantic�, Beach, Eloricila f ?9�5� �fl 1r 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, 6TH EDITI N. 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: II - WIND EXPOSURE FACTOR: C - BUILDING CATEGORY: ENCLOSED - INTERNAL PRESSURE COEFFICIENT: ±0.18 COMPONENT & CLADDING (P.S.F.) DRAWING INDEX SHEET No. INTERIOR ZONE (4) DESCRIPTION SHT No.1 COVER SHEET 52.5 SHT No.2 FLOOR FLAN (AS -BUILT) SHT No.3 FLOOR FLAN 40.8 SHT No.4 ELECTRICAL PLAN 1 32.5 SHT No.5 SECTIONS GENERAL DESCRIPTION OF THE WORK. THE CONTRACTOR SHALL ?9�5� �fl 1r 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, 6TH EDITI N. 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: II - WIND EXPOSURE FACTOR: C - BUILDING CATEGORY: ENCLOSED - INTERNAL PRESSURE COEFFICIENT: ±0.18 GENERAL NOTES DESIGN CRITERIA D - ALL CONSTRUCTION SHALL COMPLY WITH THE: 2017 FLORIDA COMPONENT & CLADDING (P.S.F.) BUILDING CODE -EXISTING BUILDING, SIXTH EDITION, CHAPTER 8 ALTERATIONS -LEVEL 2 SECTION 801 GENERAL. 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 1 32.5 GENERAL NOTES DESIGN CRITERIA D - ALL CONSTRUCTION SHALL COMPLY WITH THE: 2017 FLORIDA CONSTRUANCE: MATERIALS, DIMENSIONS, AND ALL OTHER CONDITIONS WHICH ARE NOT OTHERWISE DEFINED ON THIS BUILDING CODE -EXISTING BUILDING, SIXTH EDITION, CHAPTER 8 ALTERATIONS -LEVEL 2 SECTION 801 GENERAL. DRAWING SHALL BE CONSTRUED AS HAVING THE SAME MEANING ISSUE FOR CONSTRUCTION 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 -DEVIATIONS FROM DRAWINGS: ARCHITECT DOES NOT ASSUME CONTRACTOR/ OWNER RESPONSIBILITIES RESPONSIBILITY FOR OMMISSIONS, UNWORKMrAN-LIKE - SITE CONDITIONS AND DIMENSIONS: CONTRACTOR SHALL VERIFY PERFORMANCE OR DEVIATIONS FROM THE PLANS, SPECIFICATIONS AND DETAILS WHICH MAY OCCUR BY ALL CONDITIONS AND DIMENSIONS AT THE BUILDING SITE PRIOR TO FABRICATION AND CONSTRUCTION. NOTIFY THE ARCHITECT AT CONTRACTOR OR CONTRACTORS DURING THE COURSE OF FROM DRAWINGS ARE AT ONCE IF ANY DISCREPANCIES ARE DISCOVERED. DO NOT PROCEED CONSTRUCTION. DEVIATIONS CONTRACTORS RISK UNLESS APPROVED IN WRITING OR WITH WITH THE CONSTRUCTION UNTIL ALL SUCH DISCREPANCIES ARE SUPPLEMENTARY DRAWINGS FROM THE ARCHITECT. FULLY RESOLVED. - DRAWINGS: THESE DRAWINGS PROVIDE THE INTENT AND - SURVEY INFORMATION: EXISTING SITE SURVEY AND CONDITIONS PROVIDED BY OWNER AND HAS NOT BEEN GENERAL DESCRIPTION OF THE WORK. THE CONTRACTOR SHALL VERIFIED. PROVIDE NECESSARY MATERIALS AND WORK FOR A COMPLETELY 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 OWNER'S 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 SITE DRAINAGE. IT IS THE CONTRACTORS FULL RESPONSIBILITY DAMAGED DURING THE COURSE OF THE WORK TO MEET AND TO PERFORM EARTHWORK AND ADDITIONAL SOIL TESTS AS MATCH ADJACENT MATERIALS AND FINISHES. REQUIRED TO ENSURE THAT THE SUBSURFACE SOIL CONDITIONS - UTILITIES: CONTRACTORS SHALL PROVIDE ALL CONDUITS, ARE ADEQUATE TO SUPPORT THE DESIGN FOJNDATION LOAD ANDMINIMUM ALO CAPACITY DPAOVI METERS, METER CANS, PIPING, SLEEVES, AND FIXTURES REQUIRED BY UTILITY COMPANIESFOR SERVICE TO STRUCTURE, INCLUDING IN THE DES E DESWHERE THE A ASMALL NOTIFYE SOIL IS BOTHOWNERIQUESTION. THE POWER, T.V. CABLE, TELEPHONE, WATER AND SEWER. CONTRACTOR BEARING CAPACITY AND ARCHITECT IN CONWRITING SHALL VERIFY LOCATIONS EXISTING UTILITIES AND PIPING BEFORE COMMENCING WORKK AND BE RESPONSIBLE FOR ALL FOR INSTRUCTIONS ON HOW TO PROCEED, ARCHITECT DAMAGES WHICH MAY OCCUR DUE TO FAILURE TO EXACTLY ASSUMES NO LIABILITY FOR VARYING SUNSURFACE CONDITIONS AND THEIR RESULTING IMPACT OR DETRIMENT TO BUDGET, LOCATE UTILITIES. STRUCTURE, OR DRAINAGE. -CLEANING: PROVIDE ADEQUATE TRASH DUMPSTER CONTAINERS TO -WATERPROOFING DETAILS: WATERPROOFING DETAILS IN THIS PREVENT ACCUMULATION OF WASTE MATERIAL OR DEBRIS IN R 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 CONTRACTOR TO PERFORM TO INDUSTRY STANDARD IN ALL MECHANICAL WORK WITH THE ARCHITECTURAL FEATURES. DO NOT 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 NOTIS) TO ARCHITECT / ENGINEER(S) FOR REVIEW FOR TIE LIMITED - BLOCKING: PROVIDE BLOCKING FOR CABINETS, BATH PURPOSE OF CHECKING CONFORMANCE WITH 11E INFORMATION ACCESSORIES, HANDRAILS, AND OTHER WALL MOUNTED ITEMS. GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE DRAWINGS. SUBMIT THE NUMBER OF COPIES WIICH THE - SERVICES: CONTRACTOR TO PROVIDE ALL CONDUITS, METERS, CONTRACTOR REQUIRES, PLUS (1) COPY WHICI WILL BE WSMagg, S;'1�'�' fMP�EIES FOR WATER, MUST INED BY THE BE RECEIVED AND APPROVEDNBY AR HII C . THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING SHOP - CONFORMANCE: ALL WORK IS TO BE PERFORMED WITHIN ALL DRAWINGS AND ALLOW FOR TWO WEEKS REVID TURNAROUND LOCAL, STATE, AND NATIONAL CODES CURRENTLY ADOPTED BY TIME. ALL BUILDING PRODUCTS ARE TO BE INSTALLED IN THE LOCAL MUNICIPALITY. ACCORDANCE WITH MANUFACTURERS RECOMMEWATIONS. - RELEASE DATE: THIS DRAWING IS NOT RELEASED FOR THE - ELECTRIC PANEL AND CIRCUITING: VERIFY EXSTING ELECTRIC PURPOSES OF CONSTRUCTION OR CONTRACTING UNLESS THE PANEL AND EVALUATE IF INCREASED CAPACITY 6 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 N THESE DRAWINGS, THE TERMS OWNER AND CONTRACTOR ARE INTERCHANGEABLE AND HAVE THE SAME MEANI%. STRUCTURAL ENGINEERING CONSUTANTS Alnis J. Bongo, P.E. FL 42414 8201 Lakemont Dr. Jax., FL 32216 (904)996-7866 J SIC�"eo .(_0 �s l Date . �r :.ICE uc''I" REVISION BP# 2tS DATE G / q a nr SIGNED MAY ?, 0 2018 L +�e of Aan Ea J AD D GENERAL REVISION 05/29/18 C ISSUE FOR CONSTRUCTION 05/18/18 B ISSUE FOR APPROVAL 5/17/18 A ISSUE FOR PRELIMINARY REVIEW 35/15/18 REV. DESCRIPTION DATE Ln0) �N-) oN � I � N o I 0 Cn D Q L O M C -N N d J ._ _� CpFtAWN BY= P.M.E. CHECKEp BY= P.M.E. I JOB NUMBER= 18-614 8HEE -r NO. PATE= 05/13/18 C CpFtAWN BY= P.M.E. CHECKEp BY= P.M.E. I JOB NUMBER= 18-614 8HEE -r NO. PATE= 05/13/18 3-0 x 6-8 3-0 x 6-8 I I I I I DINNING ROOM LIVING ROOM 65'-6" (3) 3-0 x 4-0 LI I I kk0 a O m O KITCHEN Ell I >� o i I I I (3) 3-0 x 5-0 '3-0 x 6-8 COVERED PORCH FLOOR PLAN SCALE: 3/8"=1'-O" 3-0 x 6-8 MASTER BEDROOM OFFICE 3) 3-0 x 3-0 0 BATH L' x CID @0 x WALK IN CLOSET 3-0 x 5-0 0 AS-BUIT (EXISTING CONDITIONS) F RaVIISEC> 6CRIPTK>N OATS ELIMINARY ISSUE 9/04 OFFICE COPY C ISSUE FOR CONSTRUCTION 05/18/18 (2) 3-0 x 4-0 A 3-0 x 6-8 REV. DESCRIPTION DATE 0 0 BATH L' x CID @0 x WALK IN CLOSET 3-0 x 5-0 0 AS-BUIT (EXISTING CONDITIONS) F RaVIISEC> 6CRIPTK>N OATS ELIMINARY ISSUE 9/04 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 Lo CD m ro o � I 6 N 0 I L� 0 0 rn co Q cn a� 0 In c o H V > J o J o0 H 4) d C d MRAWN SY: P.M.E. CHECKEm BYg P.M.E. JOB NUMBER - 18 -614 8HEE:T NO. 2 GATE= 05/13/18 I1 i' MRAWN SY: P.M.E. CHECKEm BYg P.M.E. JOB NUMBER - 18 -614 8HEE:T NO. 2 GATE= 05/13/18 SEE WINDOOW SECTION ON SHEET 5 1-6 x 6-0 1-6 x 6-0 TRANSUM TRANSUM LIVING ROOM SEE DOOR SECTION ON SHEET 5 -\ 9-P x 8-0 00 I x 0 f M 0 0 El �o DINING o0 ROOM 0 0 i 65'-6" SEE WINDOOW SECTION ON SHEET 5 3-0 x 5-0 EGRESS 3-0 x 5-0 EGRESS (3) 1-6 x 4-0 o� \ KITCHEN CSO woo C, O 3 I 0 I W C7 �o D d u- W ;3) 3-0 x 5-0 3-0 x 6-8 COVERED PORCNI 00 x 0 I Ll i FLOOR PLAN SCALE: 3/8"=1'-0" MASTER BEDROOM OFFICE (3) 3-0 x 3-0 00 I x 00 I N WALK IN CLOSET 3-0 x 5-0 R1 -0 x 6- 61011111 ry W O L x CD 0 0 0 M M Lo0') c r� CD N r7 �j � N I 0 -t o a� c +, cn 0 Q) 0 m i ) a .0 H Q) V > J o J 00 N v OFFIC,E COPY I 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 ®F--4 OFFIC,E COPY I 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 SHEET NO. 3 MATE= 05/13/18 I S LIVING ROOM \ FROOR' RECP. KITCH ,N a \ \ s \ El E a o o a 3 DINING ROOM 1 • • 1 loom w 3 W �oo fi \ _ F /l �.� MASTER \ BATH BEDROOM _ w � N Eox'L'� Q 1 �\ WALK IN CLOSET OFFICE ELECTRICAL PLAN SCALE: 1 /4"=1'-0" 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. 1 0 2 b {�- r, 05/17/18 RECESSED LIGHT FIXTURE 3 0 REV. M 4 5 6 7 8 9 10 11 12 18 16 16 13 14 ELEC. SYMBOL INDEX SYMBOL DESCRIPTION {�- LIGHT FIXTURE 05/17/18 RECESSED LIGHT FIXTURE ISSUE FOR PRELIMINARY REVIEW ART LIGHTING @ 65" AFF REV. SCONCE LIGHTING © 65" AFF DATE CABINET LIGHTING CEILING FAN W/LIGHT FIXTURE �----{ FLUORESCENT LIGHT FIXTURE CABLEVISION OUTLET 220 OUTLET ® EXHAUST FAN DUPLEX RECEPTACLE OUTLET TT QUAD. RECEPTACLE OUTLET $3 3 -WAY SWITCH SWITCH DATA OUTLET 7 TELEPHONE OUTLET SQ__ 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 DATE Lo mt"') oCN� n C) N ro .o I LL_ 0 0 aD c 41 co a Q u� a aD 0 m I a N Q) o J00 H 4) 00 r_>FtAWN BY= P.M.E. CHECKBCo BY= P.M.E. I JOB NUMBEFt, 18-614 1 SHEET NO. 4 SATE+ 05/13/18 ® `m C a� r_>FtAWN BY= P.M.E. CHECKBCo BY= P.M.E. I JOB NUMBEFt, 18-614 1 SHEET NO. 4 SATE+ 05/13/18 (2) GP IJ 1 3/4" x 2x8 MIN TYPICAL .—r -.,.1,.i l,/'\n rTnnn f W -T9 n DOOR SEC'MON -)IMPSON H2.5A OIIR =XISTING HURRICANE TIE XISTING DOUBLE FAPCON MASONAR` 3/16 x 1 3/4" ;4 PLACES MIN.) PLATE ' ANCHORS EXISTING 8x16 CONCRETE BLOCK WALL SIMPSON COIL ST�!AP CMST12 TO BE WRAPPED 1-0 OTHER SIDE OF WALL (TYP) TAPCON MASONARY ANCHORS 3/16 x 1 3/4" (4 PLACES MIN.) (TYP. BOTH SIDES OF WALL) SIMPSON COIL S TO BE WRAPPED OF WALL (TYP) CMST12 OTHER SIDE EXISTING f BLOCK WA 2x8 MIN TYPICAL EXISTING BLOCK W) VN110 SECTION- SCALE: 3/4"=1'-O" XISTING 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) a � � C ISSUE FOR CONSTRUCTION 05JDATE B ISSUE FOR APPROVAL 05 A ISSUE FOR PRELIMINARY REVIEW 05 REV. DESCRIPTION Ln a) 0-)� ONS r r O N O 0 O N C 4- Q U) O N O m c .- H V J N d v C d c>RAWN BY -- P. M. E. Y=P.M.E. CHECKED BY= P.M.E. JOB NUMBER, 18-614 SHEET NO. 5 SATE= 05/13/18 cQ ® N C) n CU c>RAWN BY -- P. M. E. Y=P.M.E. CHECKED BY= P.M.E. JOB NUMBER, 18-614 SHEET NO. 5 SATE= 05/13/18