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2233 SEMINOLE RD - DECK DRAWINGSCODE SUMMARY -. • FLORIDA BUILDING CODE (2017) • FLORIDA RESIDENTIAL CODE (2017) • FLORIDA PLUMBING CODE (2017) • FLORIDA MECHANICAL CODE (2017) • NATIONAL ELECTRIC CODE (2014) NFPA 70 SQUARE FOOTAGE INFORMATION • ADDED CONDITIONED SPACE • UNCONDITIONED SPACE • UNENCLOSED SPACE VOLUME HEATING AND COOLING c1- - - F - -d F 0 1 _\ - y __D�4 - - __ A N/A S. F. N/A S. F. 160 S. F. DRAWN %Y MLS CUSTOM HOU5E PLANS FOR - OCEAN VILLAOE5 AL(.zONY REPLAC/EMENT 2233 6EMINOLE ROAD ATLANTIC EA(/H, FLORIDA 32233 s__ __ - h - h __ 110MES %Y VOLUME (FT3) N/A 60NS6TRU61-10N MANAO-1EMENT PLUS, N(/. STRUCTURE HEIGHT AND # OF STORIES • MAXIMUM HEIGHT OF THE STRUCTURE: N/A END ZONE (5) • NUMBER OF STORIES: N/A POS. + TYPE OF CONSTRUCTION 21.8 —29.1 • GROUP R COMMERCIAL • TYPE V • UNPROTECTED • UNSPRINKLED MATERIAL INFORMATION ROOFING (MATERIAL SHALL MEET THE THE REQUIREMENTS OF CHAPTER 15, OF THE 2017 FLORIDA BUILDING CODE AND THE 2017 FLORIDA RESIDENTIAL CODE CHAPTER 9 WIND ZONE INFORMATION (UNLESS SPECIFIED BY THE ENGINEER OF RECORD) NOTE: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH, AND MEETS THE REQUIREMENTS OF SECTION 1600 OF THE 2017 EDITION OF THE FLORIDA BUILDING CODE. THIS BUILDING IS NOT LOCATED IN THE WIND BORNE DEBRIS REGION • BASIC WIND SPEED (M.P.H. - 3 -SECOND GUST) 120 M.P.H. • WIND IMPORTANCE FACTOR: 1 • WIND EXPOSURE CATEGORY: , L ) • BUILDING CATEGORY: ENCLOSED • INTERNAL PRESSURE COEFFICIENT: t.18 PLAN INDEX D Wq. N0. 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BOX 444 SANDERSON, FLORIDA 32040 (904) 275-2268 DRAWN BY: MTH DATE: 5/19/18 JOB NUMBER:127718 OCEAN VILLAGES BALCONY 2233 SEMINOLE RD. ATLANTIC BEACH, FLORIDA 32233 COVER SHEET 4 Cern �,�l(A-% 4. `\``11111111//,// �. *\LLIAM '�•. L\CENS�. `No. Prig j O ' s OF "40R10P. NAL z z F--r��U Z J OWp W Z_ ¢ J=u-uj wz �ZLLW ¢� 0 Ce - J~� O O W Li CD ck�CLwa-(n�of �1—mC�W (L% WLijM uj Z_cn a- (ifCD ElSP O O O CLf O J w V) 0- W W 1—=pL—Z_1 Of p Z � F- W ¢ m MN(nC-DL,J L'--�OU(n1- X OLu Q¢ J� ::Dp ry w W U �~¢�N U O z p oo <�3oz zJUpLj (noz F— Cn 0 Z MQ:�:Z Lij Z Cn O O1nO�¢ �LL-�¢OLd �Z UNpn= NO >< ��LLLJ cafes-=zw�z Ljj ry z z o:� c/) CD nZCD00 �LL'z 1-0- =�OCn F-:¢orzw �¢ mNr)rY Of �-��O w 0 0 CL O U D w w � CD V)(n = (n w F- F--w� ��►z-o LiJ CI) 0(nz =Q o C� O —I ,N U o = o � �} LJ+- N O L m X (n r` Z O n, N M p ^ O Q O D a t� ORANGE PARK, FL. 32065 (904) 282-7707 REVISED: DRAWN BY: M TH REVISED: JOB NUMBER: 127718 REVISED: ® OCEAN VILLAGES BALCONY REVISED: 2233 SEMINOLE RD. Lu PERMIT ISSUE: IL Sl TE P U PIAN A-0 o C w -D — U � � z E Lw Qj W 0 o cow w Q � � N O U z ' o o -w w O U _J 1 CD Cf)W O OUw Q>� � z N z z F--r��U Z J OWp W Z_ ¢ J=u-uj wz �ZLLW ¢� 0 Ce - J~� O O W Li CD ck�CLwa-(n�of �1—mC�W (L% WLijM uj Z_cn a- (ifCD ElSP O O O CLf O J w V) 0- W W 1—=pL—Z_1 Of p Z � F- W ¢ m MN(nC-DL,J L'--�OU(n1- X OLu Q¢ J� ::Dp ry w W U �~¢�N U O z p oo <�3oz zJUpLj (noz F— Cn 0 Z MQ:�:Z Lij Z Cn O O1nO�¢ �LL-�¢OLd �Z UNpn= NO >< ��LLLJ cafes-=zw�z Ljj ry z z o:� c/) CD nZCD00 �LL'z 1-0- =�OCn F-:¢orzw �¢ mNr)rY Of �-��O w 0 0 CL O U D w w � CD V)(n = (n w F- F--w� ��►z-o LiJ CI) 0(nz =Q o C� O —I ,N U o = o � �} LJ+- N O L m X (n r` Z O n, N M p ^ O Q O D a t� ORANGE PARK, FL. 32065 (904) 282-7707 DRAWN BY: M TH DATE: 5/19/18 JOB NUMBER: 127718 ® OCEAN VILLAGES BALCONY U 2233 SEMINOLE RD. Lu ATLANTIC BEACH, FLORIDA 32233 IL Sl TE o PIAN A-0 16'-0" FLOOR PLAN SGALE= I/4j)= II -O"" 2x6 Pr DECK WARPS TYPICAL 4211 HANDRAIL W/ 2" 5PM16 PAVERS @GRADE @ 5" OG. TYPICAL of 0 5x5 PT WOOD POSTS W/ (2) 2x12 Pr FADERS ADM TYPICAL GENERAL NOTES 1.) THIS PLAN IS TO PROVIDE GENERAL. PESIGN DATA ONLY, ANP TO DE A SOURCE OF INFORMATION EOR ESTIMATING, PLANNIiv ANP THE PRODUCTION OF OTTER TECHNICAL INPUT DY THE STRUCTURAL ENGINEER NEEPEP), TTE CONTRACTOR ANP 9Jp NTRAGTORS ANP MATERIALS SUPPLIES. IN ANP OF ITSELF IT IS ONLY A PORTION OF THE INFORMATION REQUIREP FOR PERMITTING AND STALL M AC(OMPANIEP �Y ENGINEERING NEEDED)/ TECHNICAL DATA PRODUCED DY OTHERS IN ACCORDANCE WITH THE FLORIDA DUILPING CODE WIT 2) COMPLIANCE WITH SECTION 1(00 OF THE FLORIDA WILPING DOPE 2017 (WIND ENGINEERING IF NEEPED) SHALL DE THE RESPONSI$ILITY OF THE STRUCTURAL ENGINEER. 3) ROOF AND/OR TRUSS ENGINEERING SHALL M PROVIPEP �Y THE TRUSS SUPPLIER. THE TRU% SUPPLIER SHALL PREPARE ENGINEERED DRAWINGS IN12I6ATING TRUSS PI A6EMENT, GIRPER LO(,ATIONS, TRUSS TO TREYS CONNECTIONS, SEARING RELVIREMENTS ANP ANY POINT LOADS. 4) 51TE ANALYSIS OR PREPARATION 15 NOT A PART OF THIS PLAN AND 15 THE RESPON5IPILITY OF THE OWNER/ CONTRACTOR. 5) WINPOWS TO DE DOUBLE CSI -AZO. SIZES ARE NOMINAL ANP MAY VARY WITH THE MANUFACTURER. IT SHALL DE THE CONTRACTORS RES1?01\151fiILITY TO PROVIDE MANUFACTURE'S DATA FOR DOORS ANP WINDOWS THAT COMPLY WITH WIND PRESSURE RbG UIREMENTS SET 15Y THE STRUCTURAL ENGINEER. 6) HVAC UNIT ANP DUCT DESIGN, AND MANUAL J REPORT TO DE PROVIPED DY THE HVAC 6oNTRA6TOR. 7) CADINET ANP MILLWORK DETAIL 15 NOT PART OF THIS PLAN. THE PLAN 15 A 6ENERAL DESIGN ANP THESE DETAILS SHALL DE THE RESPONSIDILITY OF THE OWNER AND/ OR CONTRACTOR. 5) THE WILDER/ CONTRACTOR MUST VERIFY ALL DIMENSIONS, SIZES ANP DETAILS PRIOR TO CONSTRUCTION. THE PESIGi ER POES NOT ASSUME LIADILITY FOR ANY ERRORS ANP OR OMISSIONS, ALL GOVERNING CODES AND REGULATIONS SHALL SUPERSEDE THESE DRAWINGS FOOTING DESIGN IS DASEP ON MIN. SOIL �E 4RING CAPACITY OF 2000 PSF @ 957- DENSITY. 2. ALL CONCRETE SHALL HAVE A MIN. F'c = 4000 PSI @ 25 DAYS 3. WELDED WIRE FADRIC TO ASTM A-155. 4. ALL REINFORCING STEEL SHALL CONFORM TO ASTM - 415, GRAPE 40. 5. MINIMUN COVER FOR REINFORCING SHALL DE 3" FOR FOOTINGS, ANP CENTER IN 61Af56. 6. REINFORCING DAR SPLICES FOR #5 PAR SHALL DE 3d' MIN. ANP HOOKS SHALL MEET ACI STANDARDS. 7. ALL REINFORCING SHALL DE HELP SEaFLEY IN P051TION WITH STANPARP ACCESSORIES DURING PLACING OF CONCRETE. 5. HOLLOW CONCRETE MASONARY (LOCKS (C.M.U) SHALL HAVE ULIMATE COMPRESSIVE STRENTGH (f'm) NOT LESS THAN 1350 PSI (ASTM -6-90 STANPARP CONCRETE MASONARY MIT) 9. ALL WOOD SHALL DE Fb=1150 PSI MIN. ALL WOOD IN CONTACT WITH CONCRETE SHALL DE PRESSURE TREATED (P -T) SQUARE FOOTAGE LEGEND NEW pAL 6m 160 16'-0" FOUNDATION PLAN scams 114 1-0 i' -a" ALGONY ELEVATION SCALE: 114I) =1= II -d" ax2tx1211P C VZETE PER FOOTER W/ @ #5 RODS EA WAY 1/2" DIA X 5" 66 LAO DOLT @ W Of,. 6TA66CR TOP AND DOTTOM 2x12 Pr LED6ER 12" LUZ55S JOIST HANGER 24 Pr RIM JOIST TYPICAL 2x10PT'JOIST@12"Z. TYPICAL 2x6 Pr %PPORT NWE5 TYPICAL @ All CORNERS 5x5 Pr WOOD POST (2) 1/2" DIA X 6" CARRIA6E TYPICAL DOLTS TYPICAL (2) 24 HEADER 7:::LtaV-6 JOIST HN46ER PECK ff AMINO PLAN 66ALE. I/4 I,—o„ V\./IVVI\L I L I ILI\ 1 1 V. W/2-#5 EA. WAY WALL SECTION 66ALE- '-5/5 1-0, ���v\tIIIJ;1,� N� OOFF -40 w s� V) L If CD V) REVISED: REVISED: REVISED: REVISED: PERMIT ISSUE: 00 0 _ O 0 0 O O 0 O 0 0 0 O 0 O 0 0 O 0 O O 0 0 0 0 0 0 O 0 O 0 ol 0 0 U 0 O O 0 0 0 O 0 00000000000000000000000000000000000 16'-0" FLOOR PLAN SGALE= I/4j)= II -O"" 2x6 Pr DECK WARPS TYPICAL 4211 HANDRAIL W/ 2" 5PM16 PAVERS @GRADE @ 5" OG. TYPICAL of 0 5x5 PT WOOD POSTS W/ (2) 2x12 Pr FADERS ADM TYPICAL GENERAL NOTES 1.) THIS PLAN IS TO PROVIDE GENERAL. PESIGN DATA ONLY, ANP TO DE A SOURCE OF INFORMATION EOR ESTIMATING, PLANNIiv ANP THE PRODUCTION OF OTTER TECHNICAL INPUT DY THE STRUCTURAL ENGINEER NEEPEP), TTE CONTRACTOR ANP 9Jp NTRAGTORS ANP MATERIALS SUPPLIES. IN ANP OF ITSELF IT IS ONLY A PORTION OF THE INFORMATION REQUIREP FOR PERMITTING AND STALL M AC(OMPANIEP �Y ENGINEERING NEEDED)/ TECHNICAL DATA PRODUCED DY OTHERS IN ACCORDANCE WITH THE FLORIDA DUILPING CODE WIT 2) COMPLIANCE WITH SECTION 1(00 OF THE FLORIDA WILPING DOPE 2017 (WIND ENGINEERING IF NEEPED) SHALL DE THE RESPONSI$ILITY OF THE STRUCTURAL ENGINEER. 3) ROOF AND/OR TRUSS ENGINEERING SHALL M PROVIPEP �Y THE TRUSS SUPPLIER. THE TRU% SUPPLIER SHALL PREPARE ENGINEERED DRAWINGS IN12I6ATING TRUSS PI A6EMENT, GIRPER LO(,ATIONS, TRUSS TO TREYS CONNECTIONS, SEARING RELVIREMENTS ANP ANY POINT LOADS. 4) 51TE ANALYSIS OR PREPARATION 15 NOT A PART OF THIS PLAN AND 15 THE RESPON5IPILITY OF THE OWNER/ CONTRACTOR. 5) WINPOWS TO DE DOUBLE CSI -AZO. SIZES ARE NOMINAL ANP MAY VARY WITH THE MANUFACTURER. IT SHALL DE THE CONTRACTORS RES1?01\151fiILITY TO PROVIDE MANUFACTURE'S DATA FOR DOORS ANP WINDOWS THAT COMPLY WITH WIND PRESSURE RbG UIREMENTS SET 15Y THE STRUCTURAL ENGINEER. 6) HVAC UNIT ANP DUCT DESIGN, AND MANUAL J REPORT TO DE PROVIPED DY THE HVAC 6oNTRA6TOR. 7) CADINET ANP MILLWORK DETAIL 15 NOT PART OF THIS PLAN. THE PLAN 15 A 6ENERAL DESIGN ANP THESE DETAILS SHALL DE THE RESPONSIDILITY OF THE OWNER AND/ OR CONTRACTOR. 5) THE WILDER/ CONTRACTOR MUST VERIFY ALL DIMENSIONS, SIZES ANP DETAILS PRIOR TO CONSTRUCTION. THE PESIGi ER POES NOT ASSUME LIADILITY FOR ANY ERRORS ANP OR OMISSIONS, ALL GOVERNING CODES AND REGULATIONS SHALL SUPERSEDE THESE DRAWINGS FOOTING DESIGN IS DASEP ON MIN. SOIL �E 4RING CAPACITY OF 2000 PSF @ 957- DENSITY. 2. ALL CONCRETE SHALL HAVE A MIN. F'c = 4000 PSI @ 25 DAYS 3. WELDED WIRE FADRIC TO ASTM A-155. 4. ALL REINFORCING STEEL SHALL CONFORM TO ASTM - 415, GRAPE 40. 5. MINIMUN COVER FOR REINFORCING SHALL DE 3" FOR FOOTINGS, ANP CENTER IN 61Af56. 6. REINFORCING DAR SPLICES FOR #5 PAR SHALL DE 3d' MIN. ANP HOOKS SHALL MEET ACI STANDARDS. 7. ALL REINFORCING SHALL DE HELP SEaFLEY IN P051TION WITH STANPARP ACCESSORIES DURING PLACING OF CONCRETE. 5. HOLLOW CONCRETE MASONARY (LOCKS (C.M.U) SHALL HAVE ULIMATE COMPRESSIVE STRENTGH (f'm) NOT LESS THAN 1350 PSI (ASTM -6-90 STANPARP CONCRETE MASONARY MIT) 9. ALL WOOD SHALL DE Fb=1150 PSI MIN. ALL WOOD IN CONTACT WITH CONCRETE SHALL DE PRESSURE TREATED (P -T) SQUARE FOOTAGE LEGEND NEW pAL 6m 160 16'-0" FOUNDATION PLAN scams 114 1-0 i' -a" ALGONY ELEVATION SCALE: 114I) =1= II -d" ax2tx1211P C VZETE PER FOOTER W/ @ #5 RODS EA WAY 1/2" DIA X 5" 66 LAO DOLT @ W Of,. 6TA66CR TOP AND DOTTOM 2x12 Pr LED6ER 12" LUZ55S JOIST HANGER 24 Pr RIM JOIST TYPICAL 2x10PT'JOIST@12"Z. TYPICAL 2x6 Pr %PPORT NWE5 TYPICAL @ All CORNERS 5x5 Pr WOOD POST (2) 1/2" DIA X 6" CARRIA6E TYPICAL DOLTS TYPICAL (2) 24 HEADER 7:::LtaV-6 JOIST HN46ER PECK ff AMINO PLAN 66ALE. I/4 I,—o„ V\./IVVI\L I L I ILI\ 1 1 V. W/2-#5 EA. WAY WALL SECTION 66ALE- '-5/5 1-0, ���v\tIIIJ;1,� N� OOFF -40 w s� V) L If CD V) REVISED: REVISED: REVISED: REVISED: PERMIT ISSUE: z (A 0 J O L� "�C� Z_1 F=0 w J w Z w QO} �� UQF—C) (n U � > J Z Cn V W 0 (/) Of �F-mc�w LLJLLj W�=�— w� Q Z W V)_ w U J >0�Z= �=Uwa(V) �F-0000 �w ci �w F—=M�-z�� _ � 0 o Z F- w�L±-' Q MU)V)Uw F-LJpU(nF— X �¢NJU �(jfY=��w 0 —Q—iw ��F—��Lu UOpQ� (~/)UQOmQ Q Z(/)(/) O z_j (V%=pZ Of V) J z�Ofz(nryo LLJ Z: ON O N Q Q w�¢ Z (n n- (n w Of LLJ CSF—•=owzz w(nZ�Z Z�(/) �Z(00 ��'-�Z V)I=—M DZ - �oV„ F aoryw :mQ mZ'o�-i o��U'�o O U Z WLLJLuWC NwN�ON(� W w = _ _ = w F—oF—wWF—F—_M��o 0 d- 0 N I� Q 0 F- o(D LL- N N >' O I.C) En x (n r - Z 0 r�- N ?� m p ^ of o¢o M d V) � ORANGE PARK, FL. 32065 (904) 282-7707 E U DATE: 5/19/18 z o CD Q w U ATLANTIC BEACH, FLORIDA 32233 = U FLOOR PLAN 0 0 z E w � L @) n w > 0 w o c z o 0 U z �- w z o N ca- CN � O' p U z z � E w CD . mo o z 1 LL In C/7 CD F-- cn LLj O OLLJ O U w z �t- r� Q C� �c/1)^ W U O N z (A 0 J O L� "�C� Z_1 F=0 w J w Z w QO} �� UQF—C) (n U � > J Z Cn V W 0 (/) Of �F-mc�w LLJLLj W�=�— w� Q Z W V)_ w U J >0�Z= �=Uwa(V) �F-0000 �w ci �w F—=M�-z�� _ � 0 o Z F- w�L±-' Q MU)V)Uw F-LJpU(nF— X �¢NJU �(jfY=��w 0 —Q—iw ��F—��Lu UOpQ� (~/)UQOmQ Q Z(/)(/) O z_j (V%=pZ Of V) J z�Ofz(nryo LLJ Z: ON O N Q Q w�¢ Z (n n- (n w Of LLJ CSF—•=owzz w(nZ�Z Z�(/) �Z(00 ��'-�Z V)I=—M DZ - �oV„ F aoryw :mQ mZ'o�-i o��U'�o O U Z WLLJLuWC NwN�ON(� W w = _ _ = w F—oF—wWF—F—_M��o 0 d- 0 N I� Q 0 F- o(D LL- N N >' O I.C) En x (n r - Z 0 r�- N ?� m p ^ of o¢o M d V) � ORANGE PARK, FL. 32065 (904) 282-7707 DRAWN BY: M TH DATE: 5/19/18 JOB NUMBER: 127.718 OCEAN VILLAGES BALCONY Q 2233 SEMINOLE RD. U ATLANTIC BEACH, FLORIDA 32233 v FLOOR PLAN 0 A-1