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1021 ATLANTIC BLVD 953-975 - PERMIT COMM 18-0010CL u2 0 M 0 cu i Q a C5 Ln i s J Q q Li 0 J A d L d S U M E Q w 0 J r w _J U n J w U Q w N w w 3 0 4- 0 L w 75 d i v U 0 Q 0 0 co CD CD 0 00 Q U 11 LD 3 Q I d Pu C d 0 0 0 OD 0 0 0 Z w U U W a IZ 0 w z Li �_j AC. ACOUSTIC ADD. ADDENDUM ADD'N. ADDITION ABC AGGREGATE BASE COURSE AGG. AGGREGATE A/C AIR CONDITIONING AL. ALUMINUM ALT. ALTERNATE A.B. ANCHOR BOLT d AND ARCH. ARCHITECT ASP. ASPHALT Aa AT 55MT. BASEMENT BM. SEAM BM. BENCHMARK BLKG. BLOCKING BD. BOARD B.O. BOTTOM OF BLDG. BUILDING GAB'T. CABINET C.l.P. CAST IN PLACE G.B. CATCH BASIN CLG. CEILING CEM. CEMENT CCS. CENTIGRAM CM. CENTIMETER CL. CENTER LINE GER. CERAMIC G.T. GERAMIC TILE CHAIN. CHANNEL GLR. CLEAR C.O. CLEAN OUT CLOS. CLOSET COL. COLUMN GONG. CONCRETE CONN. CONNECTION CON5T. CONSTRUCTION G.J. CONTROL JOINT CN.JT. CONSTRUCTION JOINT CONT. CONTINUOUS CONTR. CONTRACTOR COR'G. CORRUGATED CTR. COUNTER CT5K. COUNTERSUNK C.M.U. CONCRETE MASONRY UNIT D.P. DAMP PROOFING DB. DECIBEL DIAD, DIAGONAL DIAM. DIAMETER DIM. DIMENSION DISP. DISPENSER DWL. DOWEL DN. DOWN D.S. DOWNSPOUT DWG. DRAWING EA. EACH EL. ELECTRIC E.D.F. ELECTRIC DRINKING. FOUNTAIN ELEV. ELEVATION EQ. EQUAL EQUIP. EQUIPMENT EXH. EXHAUST EXPAN. EXPANSION E.J. EXPANSION JOINT EXIST. EXISTING EXT. EXTERIOR FT. FEET FIN. FINISH FIXT. FIXTURE FL_ FLASHING FLR. FLOOR F.D. FLOOR DRAIN FLUOR. FLUORESCENT FTG, FOOTING FIND. FOUNDATION FR. FRAME F.H.G. FIRE H05E CAB. GA. GAUGE G. 1. GALVANIZED IRON GL. GLASS GD. GRADE G. GRAM GRL. GRILLE GRD. GRID G. GROUND GYP. GYPSUM G.B. GYPSUM BOARD N.R. HAND RAIL NDN. HARDENER HDW. HARDWARE HDWD. HARDWOOD HTR HEATER HT. HEIGHT H.P. HIGH POINT H.M. HOLLOW METAL HORIZ. HORIZONTAL N.B. H05E BIBS N.W. HOT WATER IN. INCH I.D. IN51DE DIAMETER IN5UL. INSULATION INT. INTERIOR INV. INVERT SYMBOLS JAN. JANITOR JT. JOINT JST. JOIST K.P. KICK PLATE LAM. LAMINATED LDG. LANDING LTH. LATH LAv. LAVATORY LG. LENGTH LOC. LOCATION LT. LIGHT L.W.C. LIGHT WEIGHT CONCRETE LVR LOUVER LOC. LOCATION M.O. MAS. OPENING MAT'L_ MATERIAL MFR. MANUFACTURER MAX. MAXIMUM MECH. MECHANICAL MET. METAL M.L. METAL LATH M. METER MIN. MINIMUM MLDG. MOULDING MULL. MULLION N.G. NATURAL GRADE NOM. NOMINAL N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE NO. NUMBER OBS. OBSCURE O.C. ON CENTER OPG. OPENING O.A. OVERALL O.D. OUTSIDE DIAMETER O.F.S. OVERFLOW 5CUPFER O.F.D. OVERFLOW DRAIN PTD, PAINTED PG. PAGE PR. FAIR FNL. PANEL FTN. PARTITION d PENNY PL PLATE PLBG. PLUMBING PLY'WD.FLYWOOD PT. POINT F.S.I. POUNDS PER 5Q. IN. P.S.F. POUNDS PER SQ. FT_ P.C. PRECAST P.E.J. PRE -MOLDED EXPANSION JOINT F.L. PROPERTY LINE RAD. RAD IUB REG. REGISTER REQ'D. REQUIRED REV. REV 15I ON R.T.S. REFER TO STRUCTURAL R. RISER, RISERS R.D. ROOF DRAIN RFG, ROOFING RM. ROOM RGH. RO`;.lGH RD. ROUND SCR. SCREW SECT. SECTION SEL. SELECT SHT. SHEET 51 DG. SIDING SIM. SIMILAR BLDG. SLIDING SM. SMOOTH SPEC_ SPFCIFICATION SPL. SPLASH SQ. SQUARE STD. STANDARD ST.STL. STAINLESS STEEL 5TRUC. STRUCTURE 5USP. 5U5FENDED 5W.5D. 5WI TCHBOARD T.G. TOP OF CURB T.G. TEMPERED GLA55 T.O. TOP OF T.S.D. TOP OF STEEL DECK TYP. "TYPICAL UNO. UNLESS NOTED OTHERWISE V. /ENT VERT. /ERTICAL V.G. /ERTICAL GRAIN VEST. /ESTIBULE V.C.T. ANYL COMP. TILE VCP ATREOUS CLAY PIPE W.W.M. WELDED WIRE MESH W.G. WATER CLOSET W.N. WATER HEATER W.F. WIDE FLANGE W/ WITH W/O WITHOUT WD. WOOD WDW. WINDOW W.W. WINDOW WALL x X EXTERIOR ELEVATION X X X WALL / BUILDING SECTION X X I DETAIL CALLOUT X----�� �1 REVISION NUMBER KEY NOTE COVERED ENTRY ROOM NAME 4 NUMBER 101 EL ELEVATION DATUM QCOLUMN TAG O WINDOW TAG 100 DOOR TAG 1 t , PROJECT VICINITY MAP ATLANTIC VILLAGE PROJECT SITE 4 PROJECT CRITERIA GENERAL INFORMATION NAME OF DEVELOPMENT: ATLANTIC VILLAGE SHOPP'NG CENTER FACADE IMPROVEMENT DRAWINGS FOR: SOJTHWESTERN TENANT ADDRESS OF TENANT SPACE: 1021 ATLANTIC BLVD SCOPE OF WORK: O ATLANTIC BEACH, FL 32233 FACADE IMPROVEMENTS FOR THE EAST AND SOUTH FACADE OF THE FORMER CASA MAYA TENANT SPACE ON THE SW CORNER OF THE SHOPPING CENTER m V,4LLA RD ATLANTIC BLVD. G m n ATLANTIC OCEAN BUILDING CODE SUMMARY Al BULDNG COINSTRUCTIa D_6CR15EV WITHIN THESE FLANS SHALL BE CON5TR1GTED IN COMPLIANCE WITH THE LATEST ��VCyRY OF ATLANTIC BE::A CONSTRUCTION CODES WHIG4 INCLUDE APPENDICES AND AMENDMENTS TO THE �� r VViNST�MCOD`S: BUILDING CODE: 6TH EDITION (2011) FLORIDA BUILDING CODE BUILDING PLUMBING CODE: 6TH EDITION (2011) FLORIDA BUILDING CODE - PLUMBING MECHANICAL CODE: 6tH EDITION (2011) FLORIDA BUILDING CODE - MECHANICAL EXISTING BUILDING: 6TH EDITION (2011) FLOR ' 5 --DING CODE _ EXISTING BUILDING ENERGY CODE: 6TH EDITION (2011) FLORIDA BUILDING CODE - ENERGY CONSERVATION LIFE SAFETY CODE: NFPA 101 LIFE SAFETY CODE- WITH FLORIDA MODIFICATIONS- 6tH EDITION FIRE CODE: 6tH EDITION (20-)1? ORIDA FIRE PREVENTION CODE NOTE: TO THE BEST OF THE ARCHITECT'S AND D<,' S IQNOWLEDGE, THE PLANS AND SPECIFICATIONS SHORN HEREIN COMPLY WITH THE APPLICABLE MINRIUM 5. -:; tiG CODES AND THE APPLICABLE MINIMUM FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH SECTION I OF THE FLORIDA BUILDING CODE AND SECTION 633 OF 'uE FLORIDA STATUTES. NOTE: ALL EXISTING BIJLDING ARE-* TO REMAX SCOPE OF THIS PROJECT INCLUDES EXTERIOR FACADE RENOVATIONS TO AN EXISTING RESTAURAN SPACE, PROJECT TEAM CLIENT: REGENCY CENTER5 ONE INDEPENDENT DRIVE, SUITE 114 JACKSONVILLE, FLORIDA 32202 PHONE: 904. 598. 7642 CONTACT: MR. CHRIS RUEN EMAIL: chrisruen-sregencycenters.com ARCHITECT: WAKEFIELD BEA5LEY A550CIATE6, INC. 820 AIA NORTH, SUITE E21 PONTE VEDRA BEACH, FLORIDA 32082 PHONE: 904. 248. 6565 CONTACT: MS. HOLLY GRIMES, AIA, LEED AP EMAIL: her1Mes'@wbassociates.com NOTE: THERE IS NO CIVIL ENGINEERING AS A PART OF THIS PROJECT SCOPE. DRAWING INDEX N0. 5�EET TITLE GENE RAL INFORI-IAT I ON AOD.I PROJECT INFO. AND DRAWING INDEX A2.1.1 FLOOR PLANS AND DETAILS A3.1.1 EXTERIOR ELEVATIONS A4.1.1 WALL SECTIONS 50.1 GENERAL NOTES d DESIGN CRITERIA 51.1 FLOOR PLAN 52.1 SECTIONS AND DETAILS STRUCTURAL ENGINEER: LOWE 5TRUCTURE5, INC. 4331 PABLO OAKS COURT, SUITE 101 JACKSONVILLE, FLORIDA 32224 PHONE: 904. 992. 0311 CONTACT: MR MATTHEW LOWE, P.E. EMAIL: mlOwevlowestructures.com T` JUN 0 7 2018 J0 tX EPTII NSZ NCn, SHEET A NELSON Company & Associates Architects, Inc. These drawings areVprotectAd by theVsey copyright laws of the United states. These drawings or any part thereof may not be used for any purpose or reproduced in any form or by any means without the written consent of Nelson Worldwide, LLC. Brant Record Revisions Date io6 No. 21 APRIL 2018 1804008DW Sheet Title PROJECT INFO AND DRAWING INDEX Street No. AOOO2 PERMIT SET X n 0 0 N N v w t— v7 Q 0 M CDN L a Q d U) s w Q C:1 W F- O J 2 C5 6 S U a E Q Q W 0 J d M U 0- J-) U-) W Q 0 W f- 0 I W w a U V) 0 J n w U Q w N 0 W 2 W U Q Q Z Q 0 M 3 w I W Q Z W m 3 V) d W i 0 0 CU 0 0 OD 0 CDv i ut R U 0 L7 CC Ca I / v 0) C d QI III CD 0 CD0 0 V - CD Z W U L7 F -- U W O w Z W W 0-- (D____ :XISTING SIDEWALK EDGE 2.. - EQ 2.1 Ea 2 I I I I I II I I I II I II III — — I III II I II I I I I II / I I I II II III rL II I II I I I II 0 T T 0 3'-6" 2„ 211 �I CA n t c!J O STOREFRONT TYPES SCALE: 1/2' - T-0' REMOVE PILASTER, PROVIDE NEW CONVENTIONAL 2 COAT STUCCO OVER CMU, MATCH EXI5TING FIN15H. I REMOVE EXISTING DOOR AND FRAME REMOVE ALL WINDOWS AT THIS WALL. REMOVE WINDOW AND ENLARGE OPENING, RE: ELEVATIONS REMOVE WINDOW AND ENLARSE OPENING, RE: ELEVATIONS REMOVE EXISTING RECESSED PORTIONS OF WALL II /1 II 31 -roll 31 -roll r 11 II \ U REMOVE EXISTING r1OOR5 s 1 x4.1.1 NORTH 3'-8" 2„ —211 ■ ■IO NEW OPENING, RE: ELEVATIONS AND CONFIRM EXTENTS WITH ARCHITECT 7 EXISTING/DEMO PLAN SCALE- 1/4' - T-0' 0 DOOR AND 5TOREERONT NOTES I. STOREFRONT GLAZING UNITS SHALL BE 15/16" HURRICANE -RESISTANT INSULATED UNITS. Wl&" HURRICANE RESISTANT GLAZING SHALL BE USED AT THE STOREFRONT ENTRY DOORS 2. GENERAL CONTRACTOR TO VERIFY COUNT OF ALL WINDOWS. THE WINDOW NUMBERS INDICATED OCCUR AT MULTIPLE LOCATIONS. 3. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION AND INSTALLATION. 4. "T" INDICATES TEMPERED OUTER LITE. 5. PRIOR TO INSTALLING SEALANT AND CLOSED CELL BACKER RODS, ENSURE THAT ALL JOINTS ARE DRY AND FREE FROM DEBRIS. 6. COLOR OF SEALANT 5-IALL MATCH COLOR OF WINDOW UNIT FRAME. 1. REFER TO THE FLOOR PLAN AND STOREFRONT TYPES FOR STOREFRONT FRAMING DESIGN AT EACH CONDITION. DOOR �4ARDLUARE 5CI 4EDULE DOOR 1101 HARDWARE SET FINISH MANUFACTURER 2 CONTINUOUS HINGE FM -HDI D PE 2 FLUSH BOLT 55616 U526D RO I DUST PROOF STRIKE 5-10 U826D RO I MORTISE DEADLOCK M518505 313 AD I CYLINDER 41101 313 SA E THUMBTURN CYLINDER 4066 313 AD 2 PUSH BAR 4 PULL 11141 313 RO 2 DROP PLATE 351D EB SA 2 CLOSER SRI 351 CPS EB SA NOTED: BALANCE OF HARDWARE: THRESHOLD, DOOR SEALS, DOOR 5111EEF'5 AND MOUNTING BRACKETS FURNISHED BY STOREFRONT DOOR MANUFACTURER. VERIFY FINISH OF HARDWARE. DOOR 0102 HARDWARE SET FINISH MANUFACTURER 3 HINGE (HEAVY WEIGHT) T4A33ewo NRP 4-1/2" X 4-1/2" U5320 MK 1 EXIT DEVICE HC LG 6W4 ETL U6321D SA 1 DOOR CLOSER LCN4041 1 THRESHOLD 2005AT PE 1 GA5KETING 303Av TKSP8 PE 1 RAIN GUARD 346C TKSPS PE I SWEEP 16041CNB PE EXISTING PILASTER. 1 3/4" INCH THICK INSTALL /411 STOREFRONT WITH 4° 4" 4" AN EXTRUDED �t SILL -FLASHING 01 2'-4" 2'-4" MEMBER AND SEAL 11 WEATHER -TIGHT_ 3:_4 3'-011 -31 = 4D lml 1�2 DOUBLE (ENTRY) SINGLE (SIDE) DIC BRONZE AL/GL HM DOOR TYPES - 3 3CALE:1/2' - T-0' EXISTING DOOR TO R1rMAIN. FULLY -WELDED, SEAMLESS HOLLOW METAL DOOR AND FRAME - GALVANIZED 14 -GAUGE STEEL, SHOP PRIMED, FIELD PAINTED 1 3/4" THICK DOOR REINFORCE FRAME FOR CLOSER AND DEADBOLT 1 FLOOR PLAN SCALE. 1/,V - T-0' NORTH '11I0 IM, ATLANTIC VILLAGE FACADE RENOVATION ATLANTIC BEACH, FLORIDA 02018, Nelson Worldwide, LLC. through its subsidiary Wakefield Beasley & Associates Architects, Inc. These drawings are protected by the copyright laws of the United States. These drawings or any part thereof may not be used for any purpose or reproduced in any form or by any means without the written consent of Nelson Worldwide, LLC. )iii Record Revisions Date fob No. 21 APRIL 2018 1804008.000 Sfieel Title FLOOR PLANS + DETAILS Shed No, A201,1 PERMIT SET M U W In W Q CL 12 W H O J d W ¢ U 0 J 12 - Ell W m 3 N O d v w M 0 0 00 CDCD 0 ul Q U Z 3 Q i v 0 d ¢ I 0 0 co 0 CD z w U V) U Li 0 W CLi 0 Iw ¢ z w J w 'LETS GENERAL. STUCCO REPAIR, REPAINT THE EAST AND SOUTH ELEVATIONS WITH EXISTING COLOR. ARE ADD/ALTERNATE BID TO INCLUDE NEW STUCCO SYSTEM ALONG P,ntu cl �.nri�wic TENANT SIGNAGE AREA, SIGNAGE BY TENANT THROUGH SEPARATE PERMIT EL +/- 1'1'-2" STU- 1 5 3 T/O PARAPET A4.1.1 A4.1.1 MtL- I MTL- I STU- I EL. T/O PARAPET I I L----_--——— ----- EL +/- 14'-4" FIELD VERIFY JOIST BEARING I' n O-+ r — LL LF -2 T LF -1 � AWNG-1 WE CK HM -I PROPOSED SOUTH ELEVATION SCALE: VC - T-0' THIS PORTION OF PARAPET TRIM BAND TO REMAIN, REPAIR/REPLACE AS NEEDED --_—�—__-- -- I I I I LL -I I �__ I III I I I III I III I III EXISTING SOUTH ELEVATION SCALE: 1/4! - T -O' ALU -1 REMOVE EXISTING CANVAS CANOPY AND PARAPET TRIM, COPING, AND HIGH FRAMING IN THEIR ENTIRETY. RE: STRUCTURAL. REMOVE ALL EXISTING WINDOWS, DOORS, AND LIGHT FIXTURES ALONG THE SOUTH AN EAST ELEVATIONS OF THE TENANT SPACE it II II II II II I I I I I I II II II II jl Ij — ------------------ I I I I ---IT---j I I I I I I REMOVE ALL EXISTING TRIM BANDS, UNO. EXTERIOR FIN15H 5CHEDULE MATERIAL CODE MATERIAL/PRODUCT DESCRIPTION -- ALU-! PRE -FINISHED ALUMINUM STOREFRONT SYSTEM COLOR: DARK BRONZE ANODIZED RE: SECTION 084113 OF THE SPECIFICATIONS STYLE: PITCHED WITH STANDING SEAM ROOF. COLOR TO BE SELECTED BY ARCHITECT AWNG-I PRE -FINISHED ALUMINUM AWNING (REQUIRES ENGINEERING BY OTHERS) FROM MANUFACTURER'S FULL RANGE OF CHOICES, RE: PROJECT MANUAL. AWWCs-2 PRE -FINISHED ALUMINUM AWNING STYLE: HANGER ROD WITH FLAT PANELS AND INTEGRAL SCUPPERING. COLOR t0 (REQUIRES ENGINEERING BY OTHERS) BE SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF CHOICES, RE: PROJECT MANUAL. PAINT - t0 MATCH ADJACENT WALL. NEW HOLLOW METAL DOOR AND FRAME RE: SECTION 081113 OF THE PROJECT MANUAL. LF -1 DECORATIVE SCONCE: SCOTT COLOR: TO BE SELECTED BY ARCHITECT FROM MANUFACTURER'S ARCHITECTURAL LIGHTING MODEL"295 FULL RANGE OF CHOICES, RE: GENERAL NOTE 2 BELOW. LF -2 WALL PACK: LITHONIIA WALL -MOUNTED LED LIGHT FIXTURE. MODEL: DSXWI COLOR: t0 BE SELECTED BY ARCHITECT RE: SECTION 016200 OF THE PROJECT MANUAL. MTL-i PRE -FINISHED ALUMINUM COPING S—TU -i STUCCO- 1/8" CONVENTIONAL 3 COAT STUCCO SYSTEM WITH BOND BREAKER OVER WEATHER RESISTIVE BARRIER COORDINATE NEW FINISH MATCH EXISTING MATERIALS WITH THE EXISTING MATERIALS TO ENSURE A CONTINUOUS RE: SECTION 092400 OF THE PROJECT MANUAL. WATERTIGHT ASSEMBLY. RE: GENERAL NOTE I BELOW. GENERAL NOTES: I. PROVIDE NEW CONVENTIONAL STUCCO WHERE EXISTING FINISHES ARE REQUIRED TO BE REMOVED IN ORDER TO COMPLETE THE PROJECT SCOPE. PATCH/REPAIR ALL DEFECTS/DAMAGE/PENETRATIONS IN EXIST;NG STUCCO ON SOUTH AND EAST FACADE TO ENSURE WATERTIGHT ASSEMBLY. FINISH At NEW AND REPAIRED STUCCO AREAS SHALL MATCH EXISTING FINISH. ALL STUCCO ON THE SOUTH AND EAST FACADES OF THE TENANT SPACE SHALL BE COATED WITH 2 COATS OF FINISH PAINT OVER PRIMER PAINT COLORS t0 BE SELECTED BY ARCHITECT. 2. PROJECT INCLUDES REMOVAL OF EXISTING EXTERIOR SCONCES. CAPPING,REPLfi:;" FIXTURES, AND MINIMAL SHIFTING AS REFLECTED ON THE ELEVATION BELOW. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY NEEDED ELECTRICAL LRAWINGS AND OBTAINING ANY NECESSARY PERMITTING. 3. SCOPE OF WORK 15 LIMITED TO THE SOUTH AND EAST FACADE OF THE SUBJECT TENANT SPACE. PROPOSED EAST ELEVATION SCALE: 1/,V - T-0' REMOVE EXISTING CANVAS CANOPY AND PARAPET TRIM, COPING, AND HIGH FRAMING IN THEIR ENTIRETY. RE: STRUCTURAL. REMOVE ALL EXISTING WINDOWS, DOORS, AND LIGHT FIXTURES ALONG THE SOUTH AND EAST ELEVATIONS OF THE TENANT SPACE. M I I � iF-- I I jl I I j I I Ij jl I I II I I I I IL= i I II I II I I I -- I I II i II I I I EXISTING EAST ELEVATION SCALE-- 1/4' - T --O' 2 I I I I I I II I I II I I II I I r I I I :ar�u�u } ...........y ATLANTIC VILLAGE FACADE RENOVATION ATLANTIC BEACH, FLORIDA ;,,u i a, iveison worldwide, LLC. through its subsidiary Wakefield Beasley & Associates Architects, Inc. These drawings are protected by the copyright laws of the United States. These drawings or any part thereof may not be used for any purpose or reproduced in any form or by any means without the written consent of Nelson Worldwide, LLC. )1r7)71 Recon' Revisions EDI Adie fob No. 21 APRIL 2018 1804008.000 Shed Tilde EXTERIOR ELEVATIONS Sheet No. A3,101 PERMIT SET (L O (1J O (U 0j _i a Q T C5 73 LA i S w Q Q Li O J W w m 3 u; 0 U v Q 0 0 00 O 0 O Ln Q U V, LD z 3 Q Q / v o� d d I 0 0 OD O CDO E / z W o- U L7 H U W O W w Q z W J L_ NEW EIF5 TRIM WITH DRIP T.O. NEW FRAMING =iv � 3 COAT CONVENTIONAL STUCCO SYSTEM OVER 2" EXTERIOR SHEATHING OVER - 2" LT. GAUGE MTL FRAMING. — RE: ELEVATIONS _ N PREFIN. ALUMINUM COPING OVER CAP SHEET OR COMPATIBLE MEMBRANE FLASHING OVER WOOD RE: GENERAL NOTE I THIS SHEET PARAPET FRAMING, RE: S CTUR� EXIST. BUILT-UP ROOFING T.O. BEAM A� NEW EIF5 TRIM WITH DRIP 1" T.O. BLOCK F.V. FIELD VERIFY EXISTING EXIST. W14X22 CONDITIONS TO ALIGN NEW STUCCO WITH EXISTING EXIST. GONG. BOND BEAM 2 COAT CONVENTIONAL STUCCO OVER EXISTING CMU a n'vao NEW EIFS TRIM WITH DRIP —� 2" EXIST. SIDEWALK C�% T.OFLO +01-011 NEW WALL SECTION SCALE: 1/2' =1'-0' - GENERAL NOTES: I. NEW ROOFIW, TO EXTEND ACRO55 NEW FRAMING AND UP BACK OF PARAPET. ROOFING SHALL BE COMPATIBLE WITH EXISTING BUII T -UP ROOFING SYSTEM ANL' SHALL BE INSTALLED IN ACCORDANCE WITH ROOFING MANUFACTURER'S RECOi 1MENDATIONS. COORDINATE TRANS171UN BETWEEN OLD ROOFING ANT-' NEW ROOFING WITH MANUFACTURER VERIFY WITH OWNER IF ANY EXISTING ROOFING WARRANTY 15 IN PLACE. IF WARRANTY EXI676, ALL ROOFING WORK SHALL BE COMPLETED BY THE OWNER DIRECTED INSTALLER AND WITH MATERIALS APPROVED BY THE EXISTING ROOFING MANUFACTURER NEW EIFS TRIM WITH DRIP— T.O. NEW FRAMING -� +/- 3 COAT CONVENTIONAL v STUCCO SYSTEM OVER EXTERIOR SHEATHING OVER LT. GAUGE MTL FRAMING N NEW EIFS TRIM WITH DRIP PROVIDE GOVT. JOINT IN STUCCO AT ALL SUBSTRATE TRANSITIONS CONT. SEALANT TOP t SIDES - LINE OF PILASTER BEYOND. FIELD VERIFY EXISTING CONDITIONS TO ALIGN NEW STUCCO WITH EXISTING PILASTERS 2' 2" e PREFIN. ALUMINUM COPING OVER CAP SHEET OR COMPATIBLE MEMBRANE FLASHING OVER WOOD RE: GENERAL NOTE I THIS SHEET PARAPET FRAMING, RE: STRUCTURAL. T.O. BEAM F.v. EXIST. W14X22 T.O. BLOCK F.V. EXIST. GONG. BOND BEAM EXIST. P.T. 2X8'5 W/ 5/8" ANCHOR BOLTS HANGER ROD ANCHOR WITH PER AWNING ENGINEERING, BY OTHERS NEW GONG. LINTEL PRE-ENGINEERED PRE -FINISHED ALUMINUM HANGER ROD STYLE AWNING W/ DOWNSPOUTS. RE: ELEVATIONS NEW STOREFRONT SYSTEM, PER PLAN AND ELEVATION NEW WALL SECTION SCALE: 1/2, = T-0' REMOVE EXIST. P.T. 2X'S EXIST. BLOCKING TO REMAIN REMOVE EXIST. P.T. 2x6 TRIM — REMOVE EXIST, AWNING REMOVE EXIST. WINDOW AND SILL REMOVE EXIST. P.T. 2x6 TRIM REMOVE EXISTING BLOCK AND STUCCO AT THIS LOCATION EXIST. SIDEWALK TO REMAIN, TYP. -- — T.OF!_OOR +01-011 REMOVE EXIST. METAL COPING ON 2X BLOCKING EXIST. BUILT-UP ROOFING ON 11/2" CELATEX INSULATION ON 1 1/2" METAL DECK TO REMAIN T.O. BEAM oc F.V. T.O. BLOCK F.V. I I ENLARGE EXISTING OPENING, I RE: STRUCTURAL I I II II � II �0 � � o II LU z T.OFLO 4.01-011 EXISTING WALL SECTION SCALE: 1/2' - T-0' NEW EIFS TRIM WITH DRIP-- T.O. RIP —T.O. NEW FRAMING 3 COAT CONVENTIONAL STUCCO SYSTEM OVER EXTERIOR SHEATHING OVER LT. GAUGE MTL FRAMING FIELD VERIFY EXISTING CONDITIONS TO ALIGN NEW STUCCO WITH EXISTING PILASTERS, TYP. CV Sn NEW EIFS TRIM WITH DRIP PROVIDE CONT. JOINT IN - STUCCO AT ALL SUBSTRATE TRANSITIONS LINE OF PILASTER BEYOND PREFIN. ALUMINUM COPING OVER CAP SHEET OR COMPATIBLE MEMBRANE FLASHING OVER WOOD RE: GENERAL NOTE 1 THIS SHEET PARAPET FRAMING, RE: STRUCTURAL. T.O. BEAM F.v. EXIST. W14X22 T.O. BLOCK F.Y. EXIST. GONG. QOND REAM EXIST. P.T. 2X8'5 W/ 5/8" ANCHOR BOLTS PRE -FIN. ALUMINUM AWNING, RE: ELEVATIONS NEW GONG. L!NTEL NEW STOREFRONT SYSTEM, PER PLAN AND ELEVATION T.OFLOOR +0_01 NEW WALL SECTION SCALE: 1/2' = T-0' REMOVE ENTIRE EXIST. CANOPY (SPANISH TILE ON REMOVE EXIST. TILE CAP 50• FELT, ON 5/8" EXTERIOR GRADE PLYWOOD ON 2X4 WOOD TRUSS) Q EXIST. GONG. BOND BEAM TO REMAIN REMOVE EXIST. DOOR AND FRAME _ REMOVE EXIST. CANT STRIP EXIST. BUILT-UP ROOFING ON 1 1/2" CELATEX INSULATION / 1 I ON 1 1/2" METAL DECK TO e/l/ / I REMAIN T.O. BEAM OL 0 EXIST. W1022 TO REMAIN ' T.O. BLOCK F.V. EXIST. P.T. 2X8'5 W/ 5/8" ANCHOR BOLTS 2'-0" 1 LU LU I I I I I I I ENLARGE EXISTING OPENING, RE: STRUCTURAL T.OFLOOR EXISTING WALL SECTION SCALE. 1/2' -1'-0' IATLANTIC VILLAGE FACADE RENOVATION ATLANTIC BEACH, FLORIDA I 02018, Nelson Worldwide, LLC. through its subsidiary Wakefield Beasle & Associates Architects, Inc. These drawings are protected by the copyright laws of the United states. These drawings or any part there may not be used for any purpose or reproduced in any form or by any means without the written consent of Nelson Worldwide, LLC. Pr�inl Record Revisions 1�¢ie Job No. 21 APRIL 1018 IW4008OW Sheet Title WALL SECTIONS Sheei No. A4,1,1 PERMlT SET L U r m 0 w J EL co U a LO rn ILL0 EL oc LU r O J CL CIO U C2 Z H U I m W J m Q Z Lid CL DESIGN CRITERIA THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 6TH EDITION. REFERENCE TO OTHER STANDARD SPECIFICATIONS OR CODES SHALL MEAN THE LATEST PUBLICATION. ZONE FOUNDATIONS ARE DESIGNED FOR AN ASSUMED ALLOWABLE LOAD OF 2,000 PSF. 50 SF SUPERIMPOSED LIVE LOADS: 1 ROOFS AND CANOPIES: (REDUCIBLE)......................................................................................... 20 PSF WIND LOADS: 2 & 3 ULTIMATEWIND SPEED...................................................................................................................130 MPH NOMINALWIND SPEED.................................................................................................................... 103 MPH MEANROOF HEIGHT......................................................................................................................... 18 FT RISKCATEGORY................................................................................................................................ H WINDEXPOSURE............................................................................................................................... C EXPOSURECLASSIFICATION.......................................................................................................... ENCLOSED INTERNAL PRESSURE COEFFICIENT.............................................................................................± 0.18 DIRECTIONALITY FACTOR (Kd)......................................................................................................0.85 to & 20 SHAPEFACTORS................................................................................................................................ PER CODE THIS BUILDING IS NOT LOCATED IN THE WIND BORNE DEBRIS REGION. IMPACT RESISTANT GLAZING IS NOT REQUIRED. -87.4 CONCRETE ALL CONCRETE PROPORTIONING, MIXING, TRANSPORTATION, PLACING, AND CURING SHALL CONFORM TO ACI 301. ALL CONCRETE SHALL BE LABORATORY DESIGNED AND CONTROLLED TO MEET THE REQUIREMENTS OF ACI 318 AND THE PROJECT'S DESIGN BUILDING CODE. USE OF CALCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SALTS IS CONCRETE IS PROHIBITED. CONCRETE SHALL CONFORM TO THE FOLLOWING: F'c @ 28 DAYS TYPE AGGREGATE LOCATION W/C RATIO (MAX) 4,000 NORMAL WEIGHT SLAB -ON -GRADE 0.50 3,000 NORMAL WEIGHT FOOTINGS 0.55 3,000 NORMAL WEIGHT ALL OTHER CONCRETE 0.55 THE AIR CONTENT IN ALL CONCRETE EXPOSED TO WEATHER SHALL BE BETWEEN I% & 4%. CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AS NOTED BELOW, OR PER LATEST ACI 318 FOR CONDITIONS OTHER THAN THOSE LISTED: CONCRETE CAST AGAINST EARTH...........................................................3" BEAMS AND COLUMNS................................................................................1 1/2" SLABS ON GRADE...........................................................................................2" FROM TOP FORMED CONCRETE EXPOSED TO EARTH OR WEATHER...................2" SLABS & WALLS NOT EXPOSED TO EARTH OR WEATHER.................I CHAMFER ALL EXPOSED CORNER 3/4" MINIMUM. ALL HOOKS CALLED FOR IN STRUCTURAL DRAWINGS SHALL BE ACI STANDARD HOOKS, UNO. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 UNO. ALL WELDED WIRE MESH SHALL CONFORM TO ASTM Al 85. LAP TWO SQUARES AT SPLICES. DO NOT WELD REINFORCING STEEL UNLESS APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. TIE ALL REINFORCING STEEL AND EMBEDS SECURELY IN PLACE PRIOR TO PLACING CONCRETE. THE CONTRACTOR SHALL PROVIDE SUPPORTS TO MAINTAIN THE REQUIRED REINFORCING POSITION. "WET STICKING" DOWELS INTO CONCRETE IS NOT PERMITTED. THE CONTRACTOR SHALL COMPARE THE STRUCTURAL PLANS AND DETAILS WITH THE ARCHITECTURAL PLANS AND DETAILS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO THE COMMENCEMENT OF SHOP DRAWINGS. THE CONTRACTOR SHALL PROVIDE AN ALLOWANCE OF I % OF TOTAL REINFORCING STEEL FOR THE PROJECT TO BE FABRICATED AND PLACED DURING CONSTRUCTION AT THE DIRECTION OF THE STRUCTURAL ENGINEER, IN ADDITION TO THE REINFORCING STEEL REQUIRED BY THE STRUCTURAL DRAWINGS. THE OWNER SHALL RECEIVE CREDIT FOR ANY UNUSED QUANTITY AT THE END OF THE PROJECT. ALL REINFORCING SHALL HAVE AN ACI CLASS B SPLICE AT BAR LAPS MASONRY PROVIDE HOLLOW, LOAD BEARING CONCRETE MASONRY UNITS CONFORMING TO ASTM C90, TYPE I WITH A MINIMUM DENSITY OF 105 PCF. CMU SHALL HAVE A MINIMUM ASSEMBLY COMPRESSIVE STRENGTH (F'm) OF 2,000 PSI. THE 28 -DAY GROUT COMPRESSIVE STRENGTH SHALL BE 3,000 PSI MINIMUM. MORTAR SHALL BE TYPE "S" OR "M". LAP ALL REINFORCING 48 BAR DIAMETERS IN BOND BEAMS AND 72 BAR DIAMETERS IN VERTICAL WALL REINFORCING AND MASONRY BEAMS. ALL CMU WALLS SHALL BE LAID IN RUNNING BOND. STANDARD JOINT REINFORCING SHALL BE PROVIDED AT 16" OC VERTICALLY IN SUPPORTED WALLS. JOINT REINFORCING SHALL BE PROVIDED AT 8" OC VERTICALLY IN CANTILEVERED WALLS. JOINT REINFORCING TYPE SHALL BE SPECIFIED BY ARCHITECT. BOND BEAMS, CMU LINTELS, MASONRY BENEATH STEEL BEAM AND JOIST BEARINGS, AND OTHER STRUCTURAL ELEMENTS SHALL EXTEND UNINTERRUPTED ACROSS CONTROL JOINTS. FILL ALL CELLS BELOW FINISHED GRADE. 16" U -BLOCK OR BOND BEAM SHALL CONSIST OF TWO 8" KNOCK -OUT BLOCKS. BARS SPECIFIED TO BE EACH FACE SHALL BE HELD IN PLACE WITH SPACERS AND SHALL BE LOCATED 2 3/8" FROM EACH FACE TO THE CENTER OF THE BAR. MASONRY WORK SHALL BE INSPECTED IN ACCORDANCE WITH ACI 530 QUALITY ASSURANCE LEVEL 2. LIGHT GAGE METAL FRAMING DESIGN OF LIGHT GAGE STEEL FRAMING IS BASED ON SECTION PROPERTIES AND STANDARD NOMENCLATURE AS DEFINED IN "STEEL STUD MANUFACTURERS ASSOCIATION (SSMA)- PRODUCT TECHNICAL INFORMATION, ICBO ER -4943P." ALTERNATE MANUFACTURER'S FRAMING SIZE SHALL MEET THE MINIMUM SECTION PROPERTIES OF THE MEMBERS INDICATED ON THE DESIGN DRAWINGS. THE LIGHT GAGE STEEL FRAMING SHOWN ON THE DRAWINGS IS DIAGRAMMATIC ONLY. THE STRUCTURAL DESIGN OF LIGHT GAGE METAL FRAMING SHALL BE PERFORMED BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT. SHOP DRAWINGS AND CALCULATIONS BEARING THE SEAL OF THE REGISTERED ENGINEER SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL. SUBMITTED SHOP DRAWINGS SHALL INDICATE THE MEMBER GAGES, SPACING, AND SIZES IN ADDITION TO ALL CONNECTION DETAILS. NO FABRICATION SHALL BEGIN UNTIL THE SHOP DRAWINGS HAVE BEEN APPROVED. ALL LIGHT GAGE STEEL FRAMING SHALL BE DESIGNED IN ACCORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS. ALL FRAMING MEMBERS SHALL BE FORMED FROM STEEL WITH A MINIMUM YIELD STRENGTH OF 33 KSI FOR 33 AND 43 MILL AND 50KSI FOR 54, 68, AND 97 MILL MATERIAL. ALL FRAMING SHALL BE GALVANIZED, ASTM924 COATING (MIN). WALLS COMPOSED OF LIGHT GAGE STEEL STUDS SHALL HAVE LATERAL BRACING INSTALLED AT A MAXIMUM SPACING OF 48". SUPPLEMENTARY NOTES THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION, BRACING, SHORING, TEMPORARY SUPPORTS, ETC. THE STRUCTURAL ELEMENTS ARE NOT CONSIDERED STABLE UNTIL THE STRUCTURE IS COMPLETE. REVIEW OF THE SUBMITTAL INFORMATION SHALL BE FOR GENERAL REQUIREMENTS OF THE PROJECT, AND SHALL NOT INCLUDE CHECKING OF DETAILED DIMENSIONS OR DETAILED QUANTITIFS, NOR REVIEW OF THE CONTRACTOR'S SAFETY MEASURES ON OF OFF THE WORKSITE OR THE MEANS AND METHODS OF DOING ANY WORK. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND ARCHITECTURAL AND STRUCTURAL PLAN DIMENSIONS AND ELEVATIONS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND NOTIFY THE STRUCTURAL ENGINEER OF ANY CONFLICTS. ALL STRUCTURAL OPENINGS AROUND OR AFFECTED BY MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT SHALL BE VERIFIED WITH EQUIPMENT PURCHASED BEFORE PROCEEDING WITH STRUCTURAL WORK AFFECTED. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF AN ENGINEER REGISTERED IN THE STATE OF THE PROJECT. GENERAL CONTRACTOR MUST REVIEW AND APPROVE SHOP DRAWINGS PRIOR TO SUBMITTAL TO ARCHITECT/ENGINEER. SUBMITTALS WHICH DO NOT CONTAIN THE CONTRACTOR'S SHOP DRAWING STAMP OR HAVE BEEN MERELY "RUBBER STAMPED" SHALL BE RETURNED WITHOUT REVIEW. CONTRACTOR SHOULD ALLOW TWO WEEKS FOR SUBMITTAL REVIEW. CONTRACTOR SHALL NOT ORDER MATERIAL OR COMMENCE WITH CONSTRUCTION UNITL SHOP DRAWINGS HAVE BEEN REVIEWED AND APPROVED. WORK DONE OR ORDERS PLACED BEFORE SHOP DRAWING APROVAL IS AT THE CONTRACTOR'S RISK. THE PROJECT'S STRUCTURAL DRAWINGS AND ELECTRONIC FILES ARE THE PROPERTY OF LOWE STRUCTURES, INC. THE CONTRACTOR AND SUBCONTRACTOR SHALL COMPENSATE LOWE STRUCTURES, INC. FOR THE USE OF THE PROJECT'S CAD FILES FOR ANY PURPOSE INCLUDING SHOP DRAWING PREPARATION. THE CONTRACTOR SHALL NOT SCALE DRAWINGS. DIMENSIONS SHOWN ON ARCHITECTURAL AND STRUCTURAL PLANS AND DETAILS WILL CONTROL. POST INSTALLED ANCHORS POST- INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE EOR PRIOR TO INSTALLING POST- INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED CAST -IN-PLACE ANCHORS. HOLES SHALL BE DRILLED AND CLEANED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTRUCTIONS. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW SHALL BE SUBMITTED BY THE CONTRACTOR TO THE EOR ALONG WITH CALCULATIONS THAT ARE PREPARED & SEALED BY A REGISTERED PROFESSIONAL ENGINEER. THE CALCULATIONS SHALT DEMONSTRATE THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE PERTINENT EQUIVALENT PERFORMANCE VALUES (MINIMUM) OF THE SPECIFIED PRODUCT USING THE APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(S) AS REQUIRED BY THE BUILDING CODE. PROVIDE CONTINOUS SPECIAL INSPECTION FOR ALL MECHANICAL AND ADHESIVE ANCHORS PER THE APPLICABLE EVALUATION REPORT. CONCRETE ANCHORS • MECHANICAL ANCHORS: SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ACI 355.2 AND ICC -ES AC193 FOR CRACKED AND UNCRACKED CONCRETE RECOGNITION. PRE - APPROVED MECHANICAL ANCHORS INCLUDE: -SIMPSON STRONG TIE "TITEN-HD" -SIMPSON STRONG TIE "TITEN" -SIMPSON STRONG TIE "TORQ-CUT" -HILTI "KWIK BOLT 3" • ADHESIVE ANCHORS: SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ACI 355.4 AND ICC -ES AC308 FOR CRACKED AND UNCRACKED CONCRETE RECOGNITION. PRE - APPROVED ADHESIVE ANCHORS INCLUDE: -HILTI "HY 200-A" -SIMPSON "SET - XP" • POWDER AND GAS ACTUATED FASTENERS: SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC -ES AC70. PRE -APPROVED MECHANICAL ANCHORS INCLUDE: -SIMPSON STRONG TIE "POWER DRIVEN FASTENERS" -SIMPSON STRONG TIE "GAS ACTUATED FASTENERS" MASONRY ANCHORS • MECHANICAL ANCHORS: SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC -ES AC01 OR ACI 06. PRE -APPROVED MECHANICAL ANCHORS INCLUDE: -SIMPSON STRONG TIE "TITEN-HD" -SIMPSON STRONG TIE "TITEN" -BUILDEX "TAPCON" -HILTI "KWIK BOLT 3" • ADHESIVE ANCHORS: SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC -ES AC58. PRE -APPROVED ADHESIVE ANCHORS INCLUDE: -HILTI "HY 70" -SIMPSON "SET -XP" ANCHORS INSTALLED IN CONCRETE MASONRY SHALL BE INSTALLED INTO SOLID GROUTED CONCRETE MASONRY. ADHESIVE ANCHORS SHALL BE INSTALLED WITH 12 BAR DIAMETER EMBEDMENT MINIMUM UNO. COMPONENT & CLADDING DESIGN WIND PRESSURES (PSF) ROOF ZONE 10 SF 50 SF 100 SF 1 +16.0 +16.0 +16.0 2 & 3 +16.0 +16.0 +16.0 1 -36.8 -34.7 -33.7 2 -61.8 -46.5 -40.0 3 -93.0 -55.9 -40.0 to & 20 -53.1 -50.9 -50.0 3o -87.4 -50.9 -50.0 WALLS ZONE 10 SF 100 SF 500 SF 4 +33.7 +28.8 +25.3 -36.5 -31.6 -28.1 4 P +89.5 +61.1 +57.4 -62.7 -52.1 -44.8 5 x33.7 +28.8 +25.3 -45.0 -35.0 -28.1 5 P f 122.7 +61.1 +57.4 71.6 -55.8 -44.8 NOTES: 1) TABLE PRESSURES ARE FOR THE SQUARE FOOT (SF) TRIBUTARY AREA SHOWN. FOR OTHER TRIBUTARY AREAS, LINEARLY INTERPOLATE BETWEEN VALUES SHOWN ABOVE. 2) POSITIVE PRESSURES ACT TOWARD THE BUILDING. NEGATIVE PRESSURES ACT AWAY FROM THE BUILDING. 3) SEE DIAGRAMS FOR ZONE LOCATIONS. 4) ALL PRESSURES SHOWN ARE ULTIMATE PRESSURES. a=6'-0" V Ll\11A1 \ V J (CANOPIES, ETC) ROOF PLAN (GENERIC BUILDING SHOWN) WALLS (GENERIC BUILDING SHOWN) WIND PRESSURE DIAGRAMS SCALE: NTS A Company ATLANTIC VILLAGE FACADE RENOVATION ATLANTIC BEACH, FLORIDA 0111111110100111, RE STREW p''i� o�� 9027 •. = 0 7r} S ATE OF Z %�'��•: �oR�oP.•���,.,, -0000000 4/25/2018 LOWE STRUCTURES, INC. 11651 Central Pkwy., Suite 106 Jacksonville, FL 32224 (904) 992-0377 FL Cert of Auth: 28261 EOR: J. Matthew Lowe FL PE: 59027 vvoriawiae, � -1. cnrough its subsidiary Wakefield Beasley & Associates Architects, Inc. These drawings are protected by the copyright laws of the United States. These drawings or any part thereof may not be used for any purpose or reproduced in any form or by any means without the written consent of Nelson Waddwide, LLC. Print Record Revisions Date Job ��'o. 27 APRIL 2018 1804008.000 Sheet Title GENERAL NOTES CRITERIA Sheet No. S091 PERMIT SET 2 a- m N u7 O N N Q> W Q U) 1-- 00 C0 Q J w Q ❑ W 2 O J n. U r CD ❑ W 0 J a U d ui m m W ❑ a W O J a - W J Q U H O J d L U cc a Iii N_ W W a Q m F- U ❑ m Q z Q H U) ED W J m Q z W a 3 -0 Y 0 X V C C 3 co N cU a- 0 a U u, 0 x w a z W J_ W �-r- a 1. EXIST CMU WALL � II III �I EXIST WALL OPENING i TO REMAIN I INFILL EXIST WINDOW PER 1 /S2.1 (TYP) HI LINE OF CANOPY ABOVE, SEE ARCH I i LINE OF CANOPY ABOVE, SEE ARCH T.O. PARAPET 19'- 2" FLOOR PLAN S 1.1 SCALE: 1/4" = F-0" PLANT NOTES: 1) GC TO COORDINATE ALL NEW OPENING LOCATIONS AND DIMENSIONS WITH ARCH. 2) SEE I/S2.1 AND 2/S2.1 FOR NEW CMU INFILL DETAILS. 3) SEE 4/S2.1 FOR NEW PARAPET DETAIL. COORDINATE DIMENSIONS WITH ARCH. I B I -----------� REMOVE EXIST DOOR, INSTALL NEW WINDOW 1110 1 C11 -1 - NEW WINDOW T.O. PARAPET 17' - 2" I I ( I I LINE OF AWNING ABOVE, SEE ARCH I C 4 ^ • ® s 9027 • 4/25/2018 LOWE STRUCTURES, INC. 11651 Central Pkwy., Suite 106 Jacksonville, FL 32224 (904) 992-0377 FL Cert of Auth: 28261 EOR: J. Matthew Lowe FL PE: 59027 ATLANTIC VILLAGE FACADE RENOVATION ATLANTIC BEACH, FLORIDA ie"'e' 1��... cnrough its _ubeidiu;y 'JJai<erie,d 6easley & Associotes Arch tects, Inc. These drawings are protected by the copyright laws of the United States. These drawings or ony part thereon may not be used for any purpose or reproduced in any form or by any means without the written consent of Nelson Worldwide, LLC. Print Record Revisions Date Job A'o. 27 APRIL 2018 1804008.000 Sheet Title FLOOR PLAN Sheet No. S1• PERMIT SET \am\\\\\\\�. ATLANTIC VILLAGE FACADE RENOVATION ATLANTIC BEACH, FLORIDA ie"'e' 1��... cnrough its _ubeidiu;y 'JJai<erie,d 6easley & Associotes Arch tects, Inc. These drawings are protected by the copyright laws of the United States. These drawings or ony part thereon may not be used for any purpose or reproduced in any form or by any means without the written consent of Nelson Worldwide, LLC. Print Record Revisions Date Job A'o. 27 APRIL 2018 1804008.000 Sheet Title FLOOR PLAN Sheet No. S1• PERMIT SET PROVIDE #5 @ 48" OC VERT IN FULLY GROUTED CELLS. EMBED VERT REBAR 6" MIN (TYP) NEW 8" CMU INFILL WALL (TYP) NOTE: ALL CELLS RECEIVING EPDXY DOWELS SHALL BE GROUTED SOLID OnnD n All/ AD OLT CMU INFILL DETAIL SCALE: NTS I r I I I I I BUILD OUT PARAPET I PER ARCH (TYP) CONT 362T125-43 W/ (2) - #10 SCREWS INTO EA STUD T/PARAPET Ij� PER ARCH I, 0 I \ \ (3) - #10 SCREWS I I �O I I I I. I I I I I (2) - #10 SCREWS @ 6" OC I INTO EXIST DECK \ \ 1/2" PLYWOOD SHEATHING W/ \ \ #8 SCREWS @ 6" OC (TYP) \Z \ 362S137-43 @ 24" OC �So \ \ (TYP) \ \ UNI -CLIP BY CLARK \ \ DIETRICH W/ (5) - #10 \ SCREWS INTO \ EXISTING ROOF DECK EXIST STEEL BEAM FIELD VERIFY EXIST CMU WALL NEW PARAPET DETAIL SCALE: NTS T/EXIST � ROOFDECK COORD W/ ARCH NOTE: ALL CELLS RECEIVING EPDXY DOWELS SHALL BE GROUTED SOLID 1:1 2 CMU INFILL DE AIL S2.1 SCALE: NTS EXISTING CONC LINTEL TO REMAIN T/EXIST SLAB EL AREA OF EXIST 8" CMU T( BE REMOVED FOR NEV WALL OPENIN( GROUT SOLID FULL HEIGHT (TYP) J, T/SLAB EL IRV 41 All AXAV CASTCRETE 8F8 -1B PRECAST LINTEL OR EOR APPROVED EQUAL ADD #5 VERT FULL HT EA SIDE OF EXTERIOR WALL OPENINGS LV 11 LL 11\10 EXIST SLAB/FTG 4" MIN LINTEL @ NEW OPENING SCALE: NTS l; 9027 f STATE OF ®� ®.c, ®®�� 040 R 1 111% NAL 4/25/2018 LOWE STRUCTURES, INC. 11651 Central Pkwy., Suite 106 Jacksonville, FL 32224 (904) 992-0377 FL Cert of Auth: 28261 EOR: J. Matthew Lowe FL PE: 59027 Ilk 3 �• r •: is 9 11%\ e , 5�,\.u�\ 10 +-, -- �\ lo -go -ft, vvvv.v.v.v� o avu�vv ATLANTIC VILLAGE FACADE RENOVATION ATLANTIC BEACH, FLORIDA r�eIson vvono-oe, nLI. through its subsidiary Wakefield Beasley & Associates Architects, Inc. These drawings are protected by the copyright laws of the United States. These drawings or any part thereo` may not be used for any purpose or reproduced in any form or by any means without the written consent of Nelson Worldwide, LL, Print Record Revisions 1)(t / ( Job No. 27 APRIL 2018 1804008.000 Sheet Title SECTIONS & DETAILS Sheet No. S2 • 1 PERMIT SET AC. ACOUSTIC JAN. JANITOR ADD. ADDENDUM Jt. JOINT ADD'N. ADDITION JST. JOIST ABG AGGREGATE BASE COURSE AGG. AGGREGATE K.P. KICK PLATE A/C AIR CONDITIONING AL. ALUMINUM LAM. LAMINATED ALT. ALTERNATE LDG. LANDING FACADE R NOVATION Cu ru A.B. ANCHOR BOLT LTH. LATH E B AND LAV. LAVATORY CD ARCH. ARCHITECT LG. LENGTH � ASP. ASPHALT LOG. LOCATION Ri ae AT LT. L IGHT L.W.C. LIGHT WEIGHT CONCRETE BSMT. BASEMENT LVR. LOUVER AT Q BM, BEAM LOC. LOCATION 5.h1. BENCHMARK Q BLKG. BLOCKING M.O- t-1A5.OPENING � BD. BOARD MAT'L- MATERIAL B.O. BOTTOM OF MPR. MANUFACTURER BLDG. BUILDING MAX. MAXIMUM MECH. MECHANICAL CAB'T. CABINET MET. METAL C.I.P. CAST IN PLACE M.L. METAL LATH M. METER ATLANTI( VILLAGE 2 G.B. CATCH BASIN MIN. MINIMUM CLG. CEILING MLDG. MOULDING GEM. GEMENT C0 CG. CENTIGRAM MULL. MULLION N CM. CENTIMETER N.G. NATURAL GRADE D CL. CENTER LINE CU NOM. NOMINAL CER. CERAMIC N.I.G. NOT IN CONTRACT i G.T. CERAMIC TILE Q N.T.5. NOT TO SCALE CHAN. CHANNEL NO. NUMBER > CLR. CLEAR C.O. GLEAN OUT 055, OBSCURE CLOS. CLOSET O.G. ON CENTER COL. COLUMN OPG. OPENING GONG. CONCRETE O.A. OVERALL Q CONN. CONNECTION O.D. OUTSIDE DIAMETER q CONST. CONSTRUCTION O.F.S. OVERFLOW SCUPPER Li G.J. CONTROL JOINT O.F.D. OVERFLOW DRAIN CN.JT. CONSTRUCTION JOINT CONT. CONTINUOUS a_ GONTR. CONTRACTOR PTD. PAINTED PG. PAGE PROJECT VICINITY MAP GOR G. CORRUGATED CTR. COUNTER PR- PAIR PNL. PANEL CTSK. COUNTERSUNK C.M.U. CONCRETE MASONRY UNIT PTH. PARTITION d PENNY PL PLATE s D.P. DAMP PROOFING PLBG. PLUMBING s DB. DECIBEL PLY'WD.PLYWOOD U : DIAD. DIAGONAL >1 DIAM. DIAMETER PT. POINT Q DIM. DIMENSION P.S.I. POUNDS PER SQ. IN. 5L DISP. DISPENSER P.S.F. POUNDS PER 50. FT. Pq DWL. DOWEL P.G. PRECAST w DN. DOWN P.E.J. PRE -MOLDED EXPANSION JOINT A p o D.S. DOWNSPOUT P.L. PROPERTY LINE � DWG. DRAWING D p r EA. EACH RAD. RADIUS b EL. ELECTRIC REG. REGISTER 1> D rn E.D.F. ELECTRIC DRINKING FOUNTAIN REQ D. REQUIRED O n ELEV. ELEVATION REV. REVISION Q R.T.S. REFER TO STRUCTURAL 0 O EQ. EQUAL � 70 U R. RISER, RISERS CL EQUIP. EQUIPMENT 0� VALLA RD -r_ to R.D. ROOF DRAIN EXH. EXHAUST m RFC. ROOFING EXPAN. EXPANSION Q A E.J. EXPANSION JOINT RM. ROOM EXIST. EXISTING RGH, ROUGH %� Q EXT. EXTERIOR RD. ROUND ATLANTIC VU—AGE FT. FEET SCR. SCREW PROJECT SITS FIN. FINISH SECT. SECTION FIXT. FIXTURE SEL. SELECT FL- FLASHING 5HT. SHEET ATLANTIC BLVD. FIR. FLOOR SDG. 51DING Fl). FLOOR DRAIN SIM. SIMILAR FLUOR. FLUORESCENT SLDG. SLIDING w FTG. FOOTING SM. SMOOTH FND. FOUNDATION SPEC. SPECIFICATION Lj FR. FRAME SPL. SPLASH ED F.H.C. FIRE HOSE CAS. SQ. SQUARE STD. STANDARD GA. GAUGE ST.5TL. STAINLESS STEEL 3 G.I. GALVANIZED IRON STRUC. STRUCTURE D GL. GLA55 5U5P. SUSPENDED Z GD. GRADE 5W.BD. SWITCHBOARD 5D, d w w G. GRAM = GIRL. GRILLE T.G. TOP OF CURB GRD. GRID T.G. TEMF-EKED GLASS Q G. GROUND T.O. TOP OF itit N GYP. GYPSUM T.S.D. TOP OF STEEL DECK r G.B. GYPSUM BOARD TYP. TYPICALLi D 1> Q H.R. HAND RAIL UNO. UNLESS NOTED OTHERWISE z NDN. HARDENER 70 HDW. HARDWARE V. VENT = HDWD. HARDWOOD VERT. VERTICAL HTR HEATER V.G. VERTICAL GRAIN Pt. HEIGHT VEST. VESTIBULE N.P. HIGH POINT V.C.T. VINYL COMP. TILE H.M. HOLLOW METAL VCP VITREOUS CLAY PIPE Q HORIZ- HORIZONTAL Q H.B. HOSE BIBS W.W.M. WELDED WIRE MESH V) H.W. HOT WATER W.C. WATER CLOSET 31 W.N. WATER HEATER IN. INCH W.F. WIDE FLANGE I.D. INSIDE DIAMETER W/ WITH Q INSUL. INSULATION W/O WITHOUT z INT. INTERIOR WD. WOOD Li INV. INVERT WDW. WINDOW W.W. WINDOW WALL 3 O 4- 0 i d i a, 0 U 0 0 Q 0 0 0 OD 0 0 Ln Q U 0 3 ry Q m d U d 41 Q I 0 0 0 0 CD Z W ry U U U 0 i W Z W J L� SYMBOLS X X EXTERIOR ELEVATION X X X WALL / BUILDING SECTION X X � 1 X I DETAIL GALLOUT X OREVISION NUMBER 0 KEY NOTE COVERED ENTRY ROOM NAME 4 NUMBER 101 EL ELEVATION DATUM (D COLUMN TACE O WINDOW TACE 100 DOOR TACE PROJECT CRITERIA GENERAL INFORMATION NAME OF DEVELOPMENT: FACADE IMPROVEMENT DRAWINGS FOR: ADDRESS OF TENANT SPACE: SCOPE OF WORK: ATLANTIC VILLAGE SHOPPING: CENTER SOUTHWESTERN TENANT 1021 ATLANTIC BLVD. ATLANTIC BEACH, FL 32233 FACADE IMPROVEMENTS FOR THE EAST AND SOUTH FACADE OF THE FORMER CASA MAYA TENANT SPACE ON THE SW COMER OF THE SHOPPING CENTER ATLANTIC OCEAN BUILDING CODE SUMMARY ALL BUILDING CONSTRUCTION DESCRIDED WITHIN THESE PLANS SHALL BE CONSTRUCTED IN COMPLIANCE WITH THE LATEST CITY OF ATLANTIC BEACH CONSTRUCTION CODES WHICH INCLUDE APPENDICES AND AMENDMENTS TO THE FOLLOWING CODES: BUILDING CODE: 6TH EDITION (2011) FLORIDA BUILDING CODE - BUILDING PLUMBING CODE: 6TH EDITION (2011) FLORIDA BUILDING CODE - PLUMBING: MECHANICAL CODE: 6tH EDITION (2011) FLORIDA BUILDING CODE - MECHANICAL EXISTING BUILDING: 6TH EDITION (2011) FLORIDA BUILDING CODE - EXISTING BUILDING ENERGY CODE: 6tH EDITION (2011) FLORIDA BUILDING CODE - ENERGY CONSERVATION LIFE SAFETY CODE: NFPA 101 LIFE SAFETY CODE- WITH FLORIDA MODIFICATIONS- 6tH EDITION FIRE CODE: 6TH EDITION (2011) FLORIDA FIDE PREVENTION CODE NOTE: TO THE BEST OF THE ARCHITECT'S AND ENGINEERS KNOWLEDGE, THE PLANS AND SPECIFICATIONS SHOWN HEREIN COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE MINIMUM FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH SECTION I OF THE FLORIDA BUILDING CODE AND SECTION 633 OF THE FLORIDA STATUTES. NOTE: ALL EXISTING BUILDING AREAS TO REMAIN. THE SCOPE OF THIS PROJECT INCLUDES EXTERIOR FACADE RENOVATIONS TO AN EXISTING RESTAURANT SPACE. PROJECT TEAM CLIENT: REGENCY CENTER5 ONE INDEPENDENT DRIVE, SUITE 114 JACKSONVILLE, FLORIDA 32202 PHONE: 904, 598. 1642 CONTACT: MR. GPRI5 RUEN EMAIL: chrisrueneregencycenters.com ARCHITECT: WAKEFIELD 5EA5LE"r 4 A550CIATE6, INC. 820 AIA NORTH., 5UITE E21 PONTE VEDRA BEACH, FLORIDA 32082 PHONE: 904.245. 6865 CONTACT: MS. HOLLY GRIMES, AIA, LEED AP EMAIL: horimesewbassoclates.com NOTE: THERE 15 NO CIVIL ENGINEERING A5 A PART OF TP15 PROJECT SCOPE, DRAWING INDEX NO. 5NEET TITLE GENE RAL f NF0RMAT f ON AO.0.1 PROJECT INFO. AND DRAWING INDEX ARC�4ITECTURAL A2.1.1 FLOOR PLANS AND DETAILS A3.1.1 EXTERIOR ELEVATIONS A4.1.1 UALL SECTIONS STRUCTURAL 50.1 GENERAL NOTES d DESIGN CRITERIA 51.1 FLOOR PLAN 52.1 5ECTION5 AND DETAILS STRUCTURAL ENGINEER: L.OWE 5TRUCTURE5, INC. 4331 PABLO OAKS COURT, SUITE 101 JACKSONVILLE, FLORIDA 32224 PHONE- 904. cJcJ2. 0311 CONTACT: MR MATTHEW LOUIE, P.E. EMAIL: mloweslowestructures.com REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY: DATE: f 3c r o oA�vF CD.o1'. r R- ATLANTIC VILLAGE FACADE RENOVATION ATLANTIC BEACH, FLORIDA 02018, Nelson Worldwide, LLC. through its subsidiary Wakefield Beasley & Associates Architects, Inc. These drawings are protected by the copyright laws of the United States. These drawings or any part thereof may not be used for any purpose or reproduced in any form or by any means without the written consent of Nelson Worldwide, LLC. Pr77t/ Record Revisions Aa/e fob No. 21 APRIL 2018 ISO4008-00 s1we/ TWe PROJECT INFO AND DRAWING INDEX Sfieel No. A0.0.1 � PERMIT SET IC) w .. I I i I � I I I I I� ,8 fL �i >r O ;- W N N • • • • • • • PROJECT TEAM CLIENT: REGENCY CENTER5 ONE INDEPENDENT DRIVE, SUITE 114 JACKSONVILLE, FLORIDA 32202 PHONE: 904, 598. 1642 CONTACT: MR. GPRI5 RUEN EMAIL: chrisrueneregencycenters.com ARCHITECT: WAKEFIELD 5EA5LE"r 4 A550CIATE6, INC. 820 AIA NORTH., 5UITE E21 PONTE VEDRA BEACH, FLORIDA 32082 PHONE: 904.245. 6865 CONTACT: MS. HOLLY GRIMES, AIA, LEED AP EMAIL: horimesewbassoclates.com NOTE: THERE 15 NO CIVIL ENGINEERING A5 A PART OF TP15 PROJECT SCOPE, DRAWING INDEX NO. 5NEET TITLE GENE RAL f NF0RMAT f ON AO.0.1 PROJECT INFO. AND DRAWING INDEX ARC�4ITECTURAL A2.1.1 FLOOR PLANS AND DETAILS A3.1.1 EXTERIOR ELEVATIONS A4.1.1 UALL SECTIONS STRUCTURAL 50.1 GENERAL NOTES d DESIGN CRITERIA 51.1 FLOOR PLAN 52.1 5ECTION5 AND DETAILS STRUCTURAL ENGINEER: L.OWE 5TRUCTURE5, INC. 4331 PABLO OAKS COURT, SUITE 101 JACKSONVILLE, FLORIDA 32224 PHONE- 904. cJcJ2. 0311 CONTACT: MR MATTHEW LOUIE, P.E. EMAIL: mloweslowestructures.com REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY: DATE: f 3c r o oA�vF CD.o1'. r R- ATLANTIC VILLAGE FACADE RENOVATION ATLANTIC BEACH, FLORIDA 02018, Nelson Worldwide, LLC. through its subsidiary Wakefield Beasley & Associates Architects, Inc. These drawings are protected by the copyright laws of the United States. These drawings or any part thereof may not be used for any purpose or reproduced in any form or by any means without the written consent of Nelson Worldwide, LLC. Pr77t/ Record Revisions Aa/e fob No. 21 APRIL 2018 ISO4008-00 s1we/ TWe PROJECT INFO AND DRAWING INDEX Sfieel No. A0.0.1 � PERMIT SET IC) w .. CD CD M cu cu �t w J 0 M S2 CDN N i a ¢ T d 5 N L S E— fw Q w 0 J n d L C5 S U a ¢ r as Q W 0 J n M U n n O� 0� L� Ca d !Y W H 0 J d w J ¢ U o J a - w U ry ¢ w ry w a - U 01 ¢ Z ¢ I FU 3 w J ¢ z w a- 0) 3 73 v) C d n s 0 0 N ¢ 0 0 OD CDCD w Ln Q U U 0 Q CK Q I / v m u _d -I-' ¢ I 0 0 0 co 0 0 ao z W fy U L7 U w ry I 0 w ¢ Z W f� (D— a-— O :X15TING SIDEWALK EDGE - ---- 61-411 ----- 2" EQ. _ 211 EQ. i 0 ■�NLQJ 3'-6" 211 211 ■�NLQJ STOREFRONT TYPES SCALE: 1/2' - T-0' I REMOVE PILASTER, I PROVIDE NEUJ CONVENTIONAL 2 GOAT STUCCO OVER CMU, MATCH EXISTING FINISH. REMOVE EXISTING DOOR AND FRAME I REMOVE ALL WINDOWS AT THIS WALL. 2 211 T 0 ■�i=m REMOVE WINDOW AND ENLARGE OPENING, RE: ELEVATIONS REMOVE WINDOW AND ENLARGE OPENING, RE: ELEVATIONS I I NEW OPENING, RE: REMOVE EXISTING RECESSED ELEVATIONS AND PORTIONS OF WALL CONFIRM EXTENTS WITH ARCHITECT - - - - - -- - - - - - n n — II l'-10" 3'-6" Il �� `� n 3'-6" 6'-4" VIF. II i . II REMOVE EXISTING DORS F3 I 2 G A4.1.1 A4.1.1 u EXISTING/DEMO PLAN 111 SCALE- 1/4' - T -0- DOOR AND STOREFRONT NOTES 1. STOREFRONT GLAZING UNITS 514ALL BE 15/16" HURRICANE -RESISTANT INSULATED UNITS, 9/16° HURRICANE RESISTANT GLAZING SHALL BE USED AT THE STOREFRONT ENTRY DOORS 2. GENERAL CONTRACTOR TO VERIFY COUNT OF ALL WINDOWS. THE WINDOW NUMBERS INDICATED OCCUR AT MULTIPLE LOCATIONS. 3. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION AND INSTALLATION. 4. "T" INDICATES TEMPERED OUTER LITE. 5. PRIOR TO INSTALLING SEALANT AND CLOSED CELL BACKER RODS, ENSURE THAT ALL JOINTS ARE DRY AND FREE FROM DEBRIS. 6. COLOR OF SEALANT SHALL MATCH COLOR OF WINDOW UNIT FRAME. 1. REFER TO THE FLOOR PLAN AND STOREFRONT TYPES FOR STOREFRONT FRAMING DESIGN AT EACH CONDITION. DOOR HARDWARE 5CHIEDULE DOOR 0101 HARDWARE SET I AS A FINISH MANUFACTURER 2 CONTINUOUS HINGE FM -HDI D PE SHOWN HEREIN ARE FOR GENERAL REFERENCE ONLY. 2 FLUSH BOLT 55611,15 U6260 RO I DUST PROOF STRIKE 510 U826D RO I MORTISE DEADLOCK M515505 313 AD I CYLINDER 41101 313 SA I THUMBTURN CYLINDER 4066 313 AD 2 PUSH BAR s PULL 11141 313 RO 2 DROP PLATE 351D EB SA 2 CLOSER SRI 351 GPS EB $A NOTES: BALANCE OF HARDWARE: THRESHOLD, DOOR SEALS, DOOR SWEEPS AND MOUNTING 5RACKET5 FURNISHED BY STOREFRONT DOOR MANUFACTURER VERIFY FINISH OF HARDWARE, DQQR 0102 HARDWARE SET FINISH MANUFACTURER 3 HINGE (HEAVY WEIGHT) T4A3386 NRP 4-1/2" X 4-1/2" U532D MK 1 EXIT DEVICE HC LD 8804 ETL U832D SA 1 DOOR CLOSER LCN4041 r 1 THRESHOLD 2005AT PE I GA5KETING 303AV TK5P8 PE I RAIN GUARD 346C TKSP8 PE 1 SWEEP 18041CN5 PE t,� J F___ 1 3/4" INCH THICK 3'-0" 3'-0" / IN5 T ALL _ _ STOREFRONT UJITH 4" 411411 4" AN EXTRUDED SILL -FLASHING 2'-4" 2'-4" �' MEMBER AND SEAL 3'-4" - UJEATHER-TIGHT _J� -- 'I 3'-0" I / I AS A PART OF THIS PROJECT. NO INTERIOR SITE ASSESSMENT \ COMPLETED AND STRUCTURAL COLUMNS AND DEMISING Cn SHOWN HEREIN ARE FOR GENERAL REFERENCE ONLY. LOCATIONS ` r \ / O / ill all lml i(d2 DOUBLE (ENTRY) SINGLE (SIDE) DK BRONZE AL/GL HM 3 DOOR TYPES — 3 - T-0' EXISTING DOOR TO REMAIN. GENERAL PLAN NOTES I. FIELD VERIFY ALL ROUGH OPENINGS PRIOR TO FABRICATION OF STOREFRONT. CONTACT ARCHITECT IF THERE ARE ANY DISCREPANCIES BETWEEN WHAT IS SHOWN HEREIN AND FIELD CONDITIONS TO CON-1RM DESIGN INTENT. 2. WHERE EXTERIOR WALL INFILL OCCURS, PROVIDE %" GYPSUM BOARD OVER MISC. FRAMING AND/OR F.R.T. BLOCKING AS NEEDED TO TIE INTO EXISTING INTERIOR FINISH. TAPE AND SAND TO MATCH EXISTING. WALL SHOULD BE READY FOR TENANT'S FINISH. NEW HM DOOR AND FRAME. PAINT TO MATCH ADJACENT WALL I INFILL OPENINGS WITH CMU, RE: STRUCTURAL. PROVIDE 2 COAT CONVENTIONAL STUCCO SYSTEM, FINISH TO MATCH EXISTING. NO INTERIOR WORK OR BACK OF HOUSE WORK IS 114CLUDED I AS A PART OF THIS PROJECT. NO INTERIOR SITE ASSESSMENT WAS COMPLETED AND STRUCTURAL COLUMNS AND DEMISING WALLS SHOWN HEREIN ARE FOR GENERAL REFERENCE ONLY. LOCATIONS HAVE NOT BEEN FIELD VERIFIED. — FULLY-UJELDED, SEAMLE55 HOLLOW JMETAL DOOR AND FRAME - GALVANIZED 14 -GAUGE STEEL, SHOP PRIMED, FIELD PAINTED 1 3/4" THICK DOOR REINFORCE FRAME FOR CLOSER AND DEADBOLT I I I I NEW PILASTER TO MATCH EXISTING. VERIFY DEPTH AND WIDTH IN FIELD IN ORDER TO ALIGN ALL FINISHES AND TO MATCH ADJACENT I PILASTER IT -2" V.IR IY'-1" V.I.F. — — t DIAGONAL HATCH INDICATES AREAS OF INFILL, TYPICAL. PROVIDE EXTERIOR SHEATHING OVER 3-5/8" LT. GAUGE METAL STUDS. RE: FINISH LEGEND ON PROVIDE NEW COLUMN WRAPS TO MATCH - I A ELEVATION PAGE. ALIGN STUDS TO STOREFRONT SYSTEMS AT ALL EXPOSED er ENSURE FACE OF NEW STUCCO STOREFRONT WALL COLUMNS. I ALIGNS WITH FACE OF EXISTING STUCCO. I FIELD VERIFY DISTANCE BETWEEN 3 EXiSTING PILASTERS TO REMAIN EXISTING PILASTER TO REMAIN. DEMISING WALL AND STRUCTURAL A4.1.1 COLUMN. VERIFY DESIGN AND _ EXTENT OF STOREFRONT "F" WITH — — ARCHITECT. B A B C A I I 17= ------ —'-- ------------ - — REPAIR WALL AND PATCH STUCCO L _ — __ — _\ J I I I I I AS NEEDED TO MATCH EXISTING REMOVE EXISTING PILASTER 01 6'-4" 2'-9 " V.IF. I 3'4" V.IF. 6'-4" V.IF. 3'4" V.IF. 1�" V.IF. I 3'-6" V.IF. 6'-4" V.1R STUCCO. — — 9" 3'-4" LIP:34" V.IF. I �-------------------J--------------I 3 A4.1.1 ,q SIM. I 8 C I'-24" V.IF. A4.1.1 LINE OF AWNINGS ABOVE FLOOR PLAN ) ::: 1 SCALE: VC - T-0' NORTH If M o a.r N .... ........ &V ATLANTIC VILLAGE FACADE RENOVATION ATLANTIC BEACH, FLORIDA 02018, Nelson Worldwide, LLC. through its subsidiary Wakefield Beasley & Associates Architects, Inc. These drawings are protected by the copyright laws of the United States. These drawings or any part thereof may not be used for any purpose or reproduced in any form or by any means without the written consent of Nelson Worldwide, LLC. )%''& Record Aevzsion s Ilaie fob A. 21 APRIL 2018 1804008.000 S&ei rWe FLOOR PLANS + DETAILS Shed A. A2,1,1 PERMIT SET G 0 N M 0 ;u _i n ¢ d 73 J) i 3 t H W ¢ Q W H O J W } LL S M W J U O J W W _ U ry w N_ L7 ry W n W U ry ¢ Q z ¢ 3 iw J W ¢ z W n o� 3 a L, C_ 0 +1 d Li G CDCD 0 0 CD 0 ao U) U z 3 ¢ a, m 41 d +1 ¢ G CDOD G CD O z W U 0 F_ W W 0 ry n i LA ¢ z W J W MITI EL +/- li'-2" B STU- 1 3 T/O PARAPET A4.1.1 A4 MTL- I MTL- TE GENERAL STUCCO REPAIR, REPAINT THE EAST AND SOUTH ELEVATIONS WITH EXISTING COLOR. ,E ADD/ALTERNATE BID TO INCLUDE NEUJ STUCCO SYSTEM ALONG �' �' ' "� - I I - -- I I L--------------- PRE -FINISHED ALUMINUM STOREFRONT 5Y5TEM COLOR DARK BRONZE ANOD!ZED I I HM-I � _ I < ALU -1 , PROPOSED SOUTH ELEVATION SCALE: 1/,V - T-0' REMOVE EXISTING CANVAS CANOPY AND PARAPET TRIM, COPING, AND HIGH FRAMING IN THEIR EN IRETY. RE: STRUCTURAL. REMOVE ALL EXISTING UJIND UJS, DOORS, AND LIGHT FIXTURES ALONG THE SOU H AND EAST ELEVATIONS OF THE TENANT SPACE THIS PORTION OF PARAPET TRIM BAND TO REMAIN, REPAIR/REPLACE AS NEEDED F 1 — — — — — — _ — -- — — — — — ------------ F ---------- I I I I I I — — — — ----- -- ------ ----- �---------� I I - I r�==_�o I III II I I I I I I I I I I III I j II II II II II II II II II II � � I I I I II II II II II II II II II II I i it II II _ II II _ II II II II _ II II II I I I I I I II I I I �- ---- — — I i II II , EXISTING SOUTH ELEVATION— SCALE: 11,V LEVATION SCAL.E:1/4" - T-0' LF -1 TENANT SIGNAGE AREA, SIGNAGE 5r TENANT THROUGH SEPARATE PERMIT EL +/- 19'-2" T/O PARAPET EL +/- 14'-4" FIELD VERIFY JOIST BEARING EXTERIOR FIN15H SCHEDULE I MATERIAL/PRODUCT I I _ IT- I I I I I I I I I I I I I I II I! PRE -FINISHED ALUMINUM STOREFRONT 5Y5TEM EXTERIOR FIN15H SCHEDULE MATERRAL CODE MATERIAL/PRODUCT DESCRIPTION — ALU -I PRE -FINISHED ALUMINUM STOREFRONT 5Y5TEM COLOR DARK BRONZE ANOD!ZED RE: SECTION 084113 OF THE SPECIFICATIONS PRE -FINISHED ALUMINUM AWNING STYLE: PITCHED WITH STANDING SEAM ROOF. COLOR TO BE SELECTED A"-1 (REQUIRES ENGINEERING BY OTHERS) BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF CHOICES, RE: PROJECT MANUAL. PRE -FINISHED ALUMINUM AWNING STYLE: HANGER ROD WITH FLAT PANELS AND INTEGRAL SCUPPERING. ,�, <AUNG-2 (REQUIRES ENGINEERING BY OTHERS) COLOR t0 BE SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF CHOICES, RE: PROJECT MANUAL, HM -I O NEW HOLLOW METAL DOOR AND FRAME PAINT - t0 MATCH ADJACENT WALL. RE: SECTION 081113 OF THE PROJECT MANUAL. LF -1 DECORATIVE SCONCE: COLOR: TO BE SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF CHOICES. RE: GENERAL NOTE 2 BELOW. SCOTT ARCHITECTURAL LIGHTING MODEL'S9295 LF -2 WALL PACK: WALL LED FIXTURE. MODEL: DSXWI COLOR: t0 BE SELECTED BY ARCHITECT LITHONIIA -MOUNTED LIGHT MTL-I PRE -FINISHED ALUMINUM COPING RE: SECTION 016200 OF THE PROJECT MANUAL. STUCCO- 1/8" CONVENTIONAL 3 COAT STUCCO SYSTEM WITH BOND FINISH - MATCH EXISTING STU-I BREAKER OVER WEATHER RESISTIVE BARRIER COORDINATE NEW RE: SECTION 092400 OF THE PROJECT MANUAL. MATERIALS WITH THE EXISTING MATERIALS t0 ENSURE A CONTINUOUS RE: GENERAL NOTE I BELOW. WATERTIGHT ASSEMBLY. GENERAL NOTES: I. PROVIDE NEW CONVENTIONAL STUCCO WHERE EXISTING FINISHES ARE REQUIRED TO BE REMOVED IN ORDER TO COMPLETE THE PROJECT SCOPE. PATCH/REPAIR ALL DEFECTS/DAMAGE/PENETRATION5 IN EXISTING STUCCO ON SOUTH AND EAST FACADE TO ENSURE WATERTIGHT ASSEMBLY. FINISH AT NEW AND REPAIRED STUCCO AREAe SHALL MATCH EXISTING FINISH. ALL STUCCO ON THE SOUTH AND EAST FACADES OF THE TENANT SPACE SHALL BE COATED WITH 2 COATS OF FINISH PAINT OVER PRIMER PAINT COLORS TO BE SELECTED BY ARCHITECT. 2. PROJECT INCLUDES REMOVAL OF EXISTING EXTERIOR SCONCES. CAPPING, REPLACING FIXTURES, AND MINIMAL SHIFTING AS REFLECTED ON THE ELEVATION BELOW. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY NEEDED ELECTRICAL DRAWINGS AND OBTAINING ANY NECESSARY PERMITTING. 3. SCOPE OF WORK IS LIMITED TO THE SOUTH AND EA57 FACADE OF THE SUBJECT TENANT SPACE. REMOVE ALL EXISTING TRIM BANDS, UNO. 77 I I II I II i II I II I ---------- , PROPOSED FAST ELEVATION i SCALE: 1/4' - T-0' M: ON III' P.011 10711 e cion ,fie `� tea\`• '�\\ g te :::.. x� :..<:. ...... ........ ... ATLANTIC VILLAGE FACADE RENOVATION ATLANTIC BEACH, FLORIDA 02018, Nelson Worldwide, LLC. through its subsidiary Wakefield Beasley & Associates Architects, Inc. These drawings are protected by the copyright laws of the United States. These drawings or any part thereof may not be used for any purpose or reproduced in any form or by any means without the written consent of Nelson Worldwide, LLC. JEK& Record Revisions REMOVE EXISTING CANVAS CANOPY AND PARAPET TRIM, COPING, AND HIGH FRAMING IN THEIR ENTIRETY. RE: STRUCTURAL. REMOVE ALL EXISTING UJINDOUIB, DOORS, AND LIGHT FIXTURES ALONG THE SOUTH AND EAST ELEVATIONS OF THE TENANT SPACE. 1 2 A4.1.1 A4.1.1 FIR L = U-___�__= I N I I jl I I j I I II II I I I I jl I I j I I II II I I jl I II � I II II � I I fob A. I II I II I Ic——a--------- 21 APRIL 2018 1804008.000 I I I I j l I I j I I I I Shed Title EXTERIOR ELEVATIONS 0� Sheel No. EXISTING EAST ELEVATION F SCALE. 114! - T-0•tro I a e PERMIT SET W M E 0 nJ i o_ ¢ a d U) S H Iw F— ¢ Ca w F_ F- 0 J 0- C111 U n Iri m m LL Q n rY W F_ F_ J CL L;w J U U 0 J n w z U ry ¢ LJ W CL 3 U1 C +0 1 U a, 0 0 0 OD 0 0 'q - CD cip U1 Q U LD 3 Q m d 41 d 41 ¢ 0 iD 0 ao 0 0 CD 0 Z W IY ry U 0 F— U U W O n f iw f z W J L� GENERAL NOTES: I. NEW ROOFING TO EXTEND ACROSS NEW FRAMING AND UP BACK OF PARAPET. ROOFING SHALL BE COMPATIBLE WITH EXIST ING BUILT-UP ROOFING SYSTEM AND SHALL BE INSTALLED IN ACCORDANCE WITH ROOFING MANUFACTURER'5 RECOMMENDATIONS. COORDINATE TRANSITION BETWEEN OLD ROOFING AND NEW ROOFING WITH MANUFACTURER VERIFY WITH OWNER IF ANY EXISTING ROOFING WARRANTY 15 IN PLACE. IF WARRANTY EXISTS, ALL ROOFING WORK SHALL BE COMPLETED BY THE OWNER DIRECTED INSTALLER AND WITH MATERIALS APPROVED BY THE EXISTING ROOFING MANUFACTURER 0 PRE-ENGINEERED PRE -FINISHED ALUMINUM HANGER ROD STYLE AWPIING W/ DOWNSPOUTS. RE: ELEVATIONS Id P1 LINE OF PILASTERF4 M - �vao BEYOND. FIELD �" e VERIFY EXISTING CONDITIONS TO ALIGN NEW STUCCO NEW STOREFRONT SYSTEM, NEW STOREFRONT SYSTEM, WITH EXISTING PER PLAN AND ELEVATION LINE OF PILASTER PER PLAN AND ELEVATION NEW EIFS TRIM WITH DRIP 2" PILASTERS BEYOND M EXIST. SIDEWALK I T.OFLOOR T.OFLOOR T.OFLOOR +01-011 u +01-011 +01-011 iNEW WALL SECTION 5 i SCALE 1/2' -1'-0' NEW MALL SECTION SCALE: 1/2' - "'O' ` REMOVE EXIST. METAL COPING ON 2X BLOCKING EXIST. BUILT-UP ROOFING ON 1 1/2" CELATEX INSULATION ON 1 1/2" METAL DECK TO REMAIN T.O. BEAM oiL F.V. REMOVE EXIST. P.T. 2X'S EXIST. BLOCKING TO REMAIN REMOVE EXIST. P.T. 2x6 TRIM —� REMOVE EXIST. AWNING REMOVE EXIST. WINDOW AND SILL REMOVE EXIST. P.T. 2x6 TRIM REMOVE EXISTING BLOCK AND STUCCO AT THIS LOCATION EXIST. SIDEWALK TO REMAIN, TYP. T.O. BLOCK F.V. ENLARGE EXISTING OPENING, RE: STRUCTURAL T.OFLO + 01-011 , EXISTING WALL SECTION— SCALE: 1/2' ECTION SCALE:1/2' -1'-0' NEW WALL SECTION ej SCALE. 1/2' - T -0 - REMOVE ENTIRE EXIST. CANOPY (SPANISH TILE ON REMOVE EXIST. TILE CAP 500 FELT, ON 5/8" EXTERIOR GRADE PLYWOOD ON 2X4 WOOD TRUSS) PREFIN. ALUMINUM COPING OVER EXIST. BUILT-UP ROOFING ON 11/2" CELATEX INSULATION / / I CAP SHEET OR COMPATIBLE REMAIN T.O. BEAM NEW EIFS TRIM WITH DRIP MEMBRANE FLASHING OVER WOOD PREFIN. ALUMINUM COPING OVER PREFIN. ALUMINUM COPING OVER EXIST. W14X22 TO REMAIN _ T.O. BLOCK -- CAP SHEET OR COMPATIBLE CAP SHEET OR COMPATIBLE T.O. NEW FRAMING M REMAIN EXIST. P.T. 2X8'5 W/ 5/8" MEMBRANE FL HING OVER WOOD MEMBRANE FLASHING OVER WOOD � RE: GENERAL NOTE 1 THIS SHEET +1- 18'-11" NEW EIFS TRIM WITH DRIP RE: GENERAL N TE I THIS NEW EIFS TRIM WITH DRIP RE: GENERAL NOTE I THiS SHEET 3 GOAT CONVENTIONAL 2 SHEET STUCCO SYSTEM OVER - -2.. PARAPET FRAMING, RE: STRUCTURAL. T.O. NEW FRAMING �^ t.0. NEW FRAMING PARAPET FRAMING, RE: STRUCTURAL. EXTERIOR SHEATHING OVER PARAPET FRAM NG, RE: STRUCTURAL. LT. GAUGE MTL FRAMING +/- 16-11 +/- 16' -II" 3 GOAT CONVENTIONAL 3 COAT CONVENTIONAL FIELD VERIFY EXISTING STUCCO SYSTEM OVER 2" EXIST. BUILT-UP ROOFING STUCCO SYSTEM OVER 2.. CONDITIONS TO ALIGN NEW EXTERIOR SHEATHING OVER 211 EXTERIOR SHEATHING 2„ STUCCO WITH EXISTING LT. GAUGE MTL FRAMING. OVER LT. GAUGE MTL PILASTERS, TYP. RE: ELEVATIONS = I T.O. BE c.M FRAMING LIN T.O. BEAM, T.O. BEAM NEW EIFS TRIM F-�/- NEW EIFS TRIM F.V. WITH DRIP WITH DRIP NEW EIFS TRIM WITH DRIP 211 T.O. BLOGK 2" EXIST. W14X22 2" F V PROVIDE CONT. JOINT IN PROVIDE CONT. JOINT IN EXIST. W14X22 STUCCO AT ALL T.O. BLOCK STUCCO AT ALL T.O. BLOCK FIELD VERIFY EXISTING EXIST. W14X22 SUBSTRATE TRANSITIONS -' F.V. SUBSTRATE TRANSITIONS `:' F.V. CONDITIONS TO ALIGN NEW _ . . STUCCO WITH EXISTING EXIST. GONG. CONT. SEALANT EXIST. GONG. EXIST. GONG. BOND BEAM TOP 4 SIDES BOND BEAM BOND BEAM EXIST. P.T. 2X8'5 W/ 5/8" EXIST. P.T. 2X8'5 W/ 5/8" a ANCHOR BOLTS ANCHOR BOLTS Cn HANGER ROD ANCHOR WITH PER AWNING ENGINEERING, BY `r PRE -FIN. ALUMINUM AWNING, RE: OTHERS ELEVATIONS 2 COAT CONVENTIONAL S. STUCCO OVER EXISTING CMU e NEW GONG. LINTEL NEW GONG. LINTEL 0 PRE-ENGINEERED PRE -FINISHED ALUMINUM HANGER ROD STYLE AWPIING W/ DOWNSPOUTS. RE: ELEVATIONS Id P1 LINE OF PILASTERF4 M - �vao BEYOND. FIELD �" e VERIFY EXISTING CONDITIONS TO ALIGN NEW STUCCO NEW STOREFRONT SYSTEM, NEW STOREFRONT SYSTEM, WITH EXISTING PER PLAN AND ELEVATION LINE OF PILASTER PER PLAN AND ELEVATION NEW EIFS TRIM WITH DRIP 2" PILASTERS BEYOND M EXIST. SIDEWALK I T.OFLOOR T.OFLOOR T.OFLOOR +01-011 u +01-011 +01-011 iNEW WALL SECTION 5 i SCALE 1/2' -1'-0' NEW MALL SECTION SCALE: 1/2' - "'O' ` REMOVE EXIST. METAL COPING ON 2X BLOCKING EXIST. BUILT-UP ROOFING ON 1 1/2" CELATEX INSULATION ON 1 1/2" METAL DECK TO REMAIN T.O. BEAM oiL F.V. REMOVE EXIST. P.T. 2X'S EXIST. BLOCKING TO REMAIN REMOVE EXIST. P.T. 2x6 TRIM —� REMOVE EXIST. AWNING REMOVE EXIST. WINDOW AND SILL REMOVE EXIST. P.T. 2x6 TRIM REMOVE EXISTING BLOCK AND STUCCO AT THIS LOCATION EXIST. SIDEWALK TO REMAIN, TYP. T.O. BLOCK F.V. ENLARGE EXISTING OPENING, RE: STRUCTURAL T.OFLO + 01-011 , EXISTING WALL SECTION— SCALE: 1/2' ECTION SCALE:1/2' -1'-0' NEW WALL SECTION ej SCALE. 1/2' - T -0 - REMOVE ENTIRE EXIST. CANOPY (SPANISH TILE ON REMOVE EXIST. TILE CAP 500 FELT, ON 5/8" EXTERIOR GRADE PLYWOOD ON 2X4 WOOD TRUSS) REMOVE EXIST. CANT STRIP EXIST. BUILT-UP ROOFING ON 11/2" CELATEX INSULATION / / I ON 1 1/2" METAL DECK TO REMAIN T.O. BEAM F.V. z EXIST. W14X22 TO REMAIN _ T.O. BLOCK -- FV EXIST. GONG. BOND BEAM TO REMAIN EXIST. P.T. 2X8'5 W/ 5/8" ANCHOR BOLTS 2'-0" N REMOVE EXIST, DOOR AND FRAME ENLARGE EXISTING OPENING, RE: STRUCTURAL , EXISTING WALL SECTION— SCALE: 1/2' ECTION SCALE:1/2' -1'-0' ��� �♦�,♦ ia\ ATLANTIC VILLAGE FACADE RENOVATION ATLANTIC BEACH, FLORIDA 02018, Nelson Worldwide, LLC. through its subsidiary Wakefield Beasley & Associates Architects, Inc. These drawings are protected by the copyright laws of the United States. These drawings or any part thereof may not be used for any purpose or reproduced in any form or by any means without the written consent of Nelson Worldwide, LLC. J r7)21 ReC07d Revisio�,s Date Job Iva 21 APRIL 2018 1804008.000 Sheet Tiile WALL SECTIONS Sheet A. A4,1,1 PERMIT SET a M N LO 0 N L0 N O) w a J w 0 w H H O J a U r m 0 LU r O J a C0 U a U) rn U_ 0 a rt LU r O J CL W 2 U m Q 6i N Ir W d Q d m H U Ir Q O z Q H U IM W J m z W CL 3 a Y O X in Ca IN CL 0 cis CLY 2 a. Lo C) x w a z LU J LL DESIGN CRITERIA THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 6TH EDITION. REFERENCE TO OTHER STANDARD SPECIFICATIONS OR CODES SHALL MEAN THE LATEST PUBLICATION. ZONE FOUNDATIONS ARE DESIGNED FOR AN ASSUMED ALLOWABLE LOAD OF 2,000 PSF. 50 SF SUPERIMPOSED LIVE LOADS: 1 ROOFS AND CANOPIES: (REDUCIBLE)......................................................................................... 20 PSF WIND LOADS: 2&3 ULTIMATE WIND SPEED...................................................................................................................130 MPH NOMINAL WIND SPEED.................................................................................................................... 103 MPH MEAN ROOF HEIGHT......................................................................................................................... 18 FT RISKCATEGORY................................................................................................................................ II WINDEXPOSURE............................................................................................................................... C EXPOSURE CLASSIFICATION.......................................................................................................... ENCLOSED INTERNAL PRESSURE COEFFICIENT............................................................................................. ±0.18 DIRECTIONALITY FACTOR (Kd)......................................................................................................0.85 to & 20 SHAPEFACTORS................................................................................................................................ PER CODE THIS BUILDING IS NOT LOCATED IN THE WIND BORNE DEBRIS REGION. IMPACT RESISTANT GLAZING IS NOT REQUIRED. -87.4 ALL CONCRETE PROPORTIONING, MIXING, TRANSPORTATION, PLACING, AND CURING SHALL CONFORM TO ACI 301. ALL CONCRETE SHALL BE LABORATORY DESIGNED AND CONTROLLED TO MEET THE REQUIREMENTS OF ACI 318 AND THE PROJECT'S DESIGN BUILDING CODE. USE OF CALCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SALTS IS CONCRETE IS PROHIBITED. CONCRETE SHALL CONFORM TO THE FOLLOWING: Fc @ 28 DAYS TYPE AGGREGATE LOCATION W/C RATIO (MAX) 4,000 NORMAL WEIGHT SLAB -ON -GRADE 0.50 3,000 NORMAL WEIGHT FOOTINGS 0.55 3,000 NORMAL WEIGHT ALL OTHER CONCRETE 0.55 THE AIR CONTENT IN ALL CONCRETE EXPOSED TO WEATHER SHALL BE BETWEEN I% & 4%. CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AS NOTED BELOW, OR PER LATEST ACI 318 FOR CONDITIONS OTHER THAN THOSE LISTED: CONCRETE CAST AGAINST EARTH...........................................................3" BEAMS AND COLUMNS................................................................................1 1/2" SLABS ON GRADE...........................................................................................2" FROM TOP FORMED CONCRETE EXPOSED TO EARTH OR WEATHER...................2" SLABS & WALLS NOT EXPOSED TO EARTH OR WEATHER.................I CHAMFER ALL EXPOSED CORNER 3/4" MINIMUM. ALL HOOKS CALLED FOR IN STRUCTURAL DRAWINGS SHALL BE ACI STANDARD HOOKS, UNO. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 UNO. ALL WELDED WIRE MESH SHALL CONFORM TO ASTM A185. LAP TWO SQUARES AT SPLICES. DO NOT WELD REINFORCING STEEL UNLESS APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. TIE ALL REINFORCING STEEL AND EMBEDS SECURELY IN PLACE PRIOR TO PLACING CONCRETE. THE CONTRACTOR SHALL PROVIDE SUPPORTS TO MAINTAIN THE REQUIRED REINFORCING POSITION. "WET STICKING" DOWELS INTO CONCRETE IS NOT PERMI'T'TED. THE CONTRACTOR SHALL COMPARE THE STRUCTURAL PLANS AND DETAILS WITH THE ARCHITECTURAL PLANS AND DETAILS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO THE COMMENCEMENT OF SHOP DRAWINGS. THE CONTRACTOR SHALL PROVIDE AN ALLOWANCE OF I% OF TOTAL REINFORCING STEEL FOR THE PROJECT TO BE FABRICATED AND PLACED DURING CONSTRUCTION AT THE DIRECTION OF THE STRUCTURAL ENGINEER, IN ADDITION TO THE REINFORCING STEEL REQUIRED BY THE STRUCTURAL DRAWINGS. THE OWNER SHALL RECEIVE CREDIT FOR ANY UNUSED QUANTITY AT THE END OF THE PROJECT. ALL REINFORCING SHALL HAVE AN ACI CLASS B SPLICE AT BAR LAPS PROVIDE HOLLOW, LOAD BEARING CONCRETE MASONRY UNITS CONFORMING TO ASTM C90, TYPE I WITH A MINIMUM DENSITY OF 105 PCF. CMU SHALL HAVE A MINIMUM ASSEMBLY COMPRESSIVE STRENGTH (F'm) OF 2,000 PSI. THE 28 -DAY GROUT COMPRESSIVE STRENGTH SHALL BE 3,000 PSI MINIMUM. MORTAR SHALL BE TYPE "S" OR "M". LAP ALL REINFORCING 48 BAR DIAMETERS IN BOND BEAMS AND 72 14A DIAMETERS IN VERTICAL WALL REINFORCING AND MASONRY BEAMS. ALL CMU WALLS SHALL BE LAID IN RUNNING BOND. STANDARD JOINT REINFORCING SHALL BE PROVIDED AT 16" OC VERTICALLY IN SUPPORTED WALLS. JOINT REINFORCING SHALL BE PROVIDED AT 8" OC VERTICALLY IN CANTILEVERED WALLS. JOINT REINFORCING TYPE SHALL BE SPECIFIED BY ARCHITECT. BOND BEAMS, CMU LINTELS, MASONRY BENEATH STEEL BEAM AND JOIST BEARINGS, AND OTHER STRUCTURAL ELEMENTS SHALL EXTEND UNINTERRUPTED ACROSS CONTROL JOINTS. FILL ALL CELLS BELOW FINISHED GRADE. 16" U -BLOCK OR BOND BEAM SHALL CONSIST OF TWO 8" KNOCK -OUT BLOCKS. BARS SPECIFIED TO BE EACH FACE SHALL BE HELD IN PLACE WITH SPACERS AND SHALL BE LOCATED 2 3/8" FROM EACH FACE TO THE CENTER OF THE BAR. MASONRY WORK SHALL BE INSPECTED IN ACCORDANCE WITH ACI 530 QUALITY ASSURANCE LEVEL 2. LIGHT GAGE METAL FRAMING DESIGN OF LIGHT GAGE STEEL FRAMING IS BASED ON SECTION PROPERTIES AND STANDARD NOMENCLATURE AS DEFINED IN "STEEL STUD MANUFACTURERS ASSOCIATION (SSMA)- PRODUCT TECHNICAL INFORMATION, ICBO ER -4943P." ALTERNATE MANUFACTURER'S FRAMING SIZE SHALL MEET THE MINIMUM SECTION PROPERTIES OF THE MEMBERS INDICATED ON THE DESIGN DRAWINGS. THE LIGHT GAGE STEEL FRAMING SHOWN ON THE DRAWINGS IS DIAGRAMMATIC ONLY. THE STRUCTURAL DESIGN OF LIGHT GAGE METAL FRAMING SHALL BE PERFORMED BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT. SHOP DRAWINGS AND CALCULATIONS BEARING THE SEAL OF THE REGISTERED ENGINEER SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL. SUBMITTED SHOP DRAWINGS SHALL INDICATE THE MEMBER GAGES, SPACING, AND SIZES IN ADDITION TO ALL CONNECTION DETAILS. NO FABRICATION SHALL BEGIN UNTIL THE SHOP DRAWINGS HAVE BEEN APPROVED. ALL LIGHT GAGE STEEL FRAMING SHALL BE DESIGNED IN ACCORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS. ALL FRAMING MEMBERS SHALL BE FORMED FROM STEEL WITH A MINIMUM YIELD STRENGTH OF 33 KSI FOR 33 AND 43 MILL AND 50KSI FOR 54, 68, AND 97 MILL MATERIAL. ALL FRAMING SHALL BE GALVANIZED, ASTM924 COATING (MIN). WALLS COMPOSED OF LIGHT GAGE STEEL STUDS SHALL HAVE LATERAL BRACING INSTALLED AT A MAXIMUM SPACING OF 48". SUPPLEMENTARY NOTES THE CONTRACTOR IS SOLELY RESPONSIBLE FOR TIS DESIGN, ADEQUACY, AND SAFETY OF ERECTION, BRACING, SHORING, TEMPORARY SUPPORTS, ETC. THE STRUCTURAL ELEMENTS ARE NOT CONSIDERED STABLE UNTIL THE STRUCTURE IS COMPLETE. REVIEW OF THE SUBMITTAL INFORMATION SHALL BE FOR GENERAL REQUIREMENTS OF THE PROJECT, AND SHALL NOT INCLUDE CHECKING OF DETAILED DIMENSIONS OR DETAILED QUANTITIES, NOR REVIEW OF THE CONTRACTOR'S SAFETY MEASURES ON OF OFF THE WORKSITE OR THE MEANS AND METHODS OF DOING ANY WORK. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND ARCHITECTURAL AND STRUCTURAL PLAN DIMENSIONS AND ELEVATIONS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND NOTIFY THE STRUCTURAL ENGINEER OF ANY CONFLICTS. ALL STRUCTURAL OPENINGS AROUND OR AFFECTED BY MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT SHALL BE VERIFIED WITH EQUIPMENT PURCHASED BEFORE PROCEEDING WITH STRUCTURAL WORK AFFECTED. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF AN ENGINEER REGISTERED IN THE STATE OF THE PROJECT. GENERAL CONTRACTOR MUST REVIEW AND APPROVE SHOP DRAWINGS PRIOR TO SUBMITTAL TO ARCHITECT/ENGINEER. SUBMITTALS WHICH DO NOT CONTAIN THE CONTRACTOR'S SHOP DRAWING STAMP OR HAVE BEEN MERELY "RUBBER STAMPED" SHALL BE RETURNED WITHOUT REVIEW. CONTRACTOR SHOULD ALLOW TWO WEEKS FOR SUBMITTAL REVIEW. CONTRACTOR SHALL NOT ORDER MATERIAL OR COMMENCE WITH CONSTRUCTION UNITL SHOP DRAWINGS HAVE BEEN REVIEWED AND APPROVED. WORK DONE OR ORDERS PLACED BEFORE SHOP DRAWING APROVAL IS AT THE CONTRACTOR'S RISK. THE PROJECT'S STRUCTURAL DRAWINGS AND ELECTRONIC FILES ARE THE PROPERTY OF LOWE STRUCTURES, INC. THE CONTRACTOR AND SUBCONTRACTOR SHALL COMPENSATE LOWE STRUCTURES, INC. FOR THE USE OF THE PROJECT'S CAD FILES FOR ANY PURPOSE INCLUDING SHOP DRAWING PREPARATION. THE CONTRACTOR SHALL NOT SCALE DRAWINGS. DIMENSIONS SHOWN ON ARCHITECTURAL AND STRUCTURAL PLANS AND DETAILS WILL CONTROL. POST INSTALLED ANCHORS POST- INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE EOR PRIOR TO INSTALLING POST- INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED CAST -IN-PLACE ANCHORS. HOLES SHALL BE DRILLED AND CLEANED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTRUCTIONS. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW SHALL BE SUBMITTED BY THE CONTRACTOR TO THE EOR ALONG WITH CALCULATIONS THAT ARE PREPARED & SEALED BY A REGISTERED PROFESSIONAL ENGINEER. THE CALCULATIONS SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE PERTINENT EQUIVALENT PERFORMANCE VALUES (MINIMUM) OF THE SPECIFIED PRODUCT USING THE APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(S) AS REQUIRED BY THE BUILDING CODE. PROVIDE CONTINOUS SPECIAL INSPECTION FOR ALL MECHANICAL AND ADHESIVE ANCHORS PER THE APPLICABLE EVALUATION REPORT. CONCRETE ANCHORS • MECHANICAL ANCHORS: SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ACI 355.2 AND ICC -ES ACI 93 FOR CRACKED AND UNCRACKED CONCRETE RECOGNITION. PRE - APPROVED MECHANICAL ANCHORS INCLUDE: -SIMPSON STRONG TIE "TITEN-HD" -SIMPSON STRONG TIE "TITEN" -SIMPSON STRONG TIE "TORQ-CUT" -HILTI "KWIK BOLT 3" • ADHESIVE ANCHORS: SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ACI 355.4 AND ICC -ES AC308 FOR CRACKED AND UNCRACKED CONCRETE RECOGNITION. PRE - APPROVED ADHESIVE ANCHORS INCLUDE: -HILTI "HY 200-A" -SIMPSON "SET - XP" • POWDER AND GAS ACTUATED FASTENERS: SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC -ES AC70. PRE -APPROVED MECHANICAL ANCHORS INCLUDE: -SIMPSON STRONG TIE "POWER DRIVEN FASTENERS" -SIMPSON STRONG TIE "GAS ACTUATED FASTENERS" MASONRY ANCHORS • MECHANICAL ANCHORS: SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC -ES ACO1 OR ACI 06. PRE -APPROVED MECHANICAL ANCHORS INCLUDE: -SIMPSON STRONG TIE "TITEN-HD" -SIMPSON STRONG TIE "TITEN" -BUILDEX "TAPCON" -HILTI "KWIK BOLT 3" • ADHESIVE ANCHORS: SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC -ES AC58. PRE -APPROVED ADHESIVE ANCHORS INCLUDE: -HILTI "HY 70" -SIMPSON "SET -XP" ANCHORS INSTALLED IN CONCRETE MASONRY SHALL BE INSTALLED INTO SOLID GROUTED CONCRETE MASONRY. ADHESIVE ANCHORS SHALL BE INSTALLED WITH 12 BAR DIAMETER EMBEDMENT MINIMUM UNO. COMPONENT & CLADDING DESIGN WIND PRESSURES (PSF) ROOF ZONE 10 SF 50 SF 100 SF 1 +16.0 +16.0 +16.0 2&3 +16.0 +16.0 +16.0 1 -36.8 -34.7 -33.7 2 -61.8 -46.5 -40.0 3 -93.0 -55.9 -40.0 to & 20 -53.1 -50.9 -50.0 3o -87.4 -50.9 -50.0 WALLS ZONE 10 SF 100 SF 500 SF 4 +33.7 +28.8 +25.3 -36.5 -31.6 -28.1 4 P +89.5 +61.1 +57.4 -62.7 -52.1 -44.8 5 +33.7 +28.8 I +25.3 -45.0 -35.0 -28.1 5 P +122.7 +61.1 +57.4 -71.6 -55.8 -44.8 NOTES: 1) TABLE PRESSURES ARE FOR THE SQUARE FOOT (SF) TRIBUTARY AREA SHOWN. FOR OTHER TRIBUTARY AREAS, LINEARLY INTERPOLATE BETWEEN VALUES SHOWN ABOVE. 2) POSITIVE PRESSURES ACT TOWARD THE BUILDING. NEGATIVE PRESSURES ACT AWAY FROM THE BUILDING. 3) SEE DIAGRAMS FOR ZONE LOCATIONS. 4) ALL PRESSURES SHOWN ARE ULTIMATE PRESSURES. V Y Ll\11A1 \ V J (CANOPIES, ETC) ROOF PLAN (GENERIC BUILDING SHOWN) WALLS (GENERIC BUILDING SHOWN) WIND PRESSURE DIAGRAMS SCALE: NTS A 11Ei,�ON Company ATLANTIC VILLAGE FACADE RENOVATION ATLANTIC BEACH, FLORIDA WLUI0,Ne lson Worldwide, LLt�. through its subsidiary Wakefield Beasley & Associates Architects, Inc. These drawings are protected by the copyright lows of the United States. These drawings or any part thereof may not be used for any purpose or reproduced in any form or by any means without the written consent of Nelson Worldwide, LLC. Print Record Revisions `ee®oepeouAreeooeo'` ,sem e • Date Job No. ® N0.',111 ° e 27 APRIL 2018 1804008.000 • :*= STATE OF Sheet Title %��•°.�OR�p?..�� GENERAL NOTES e a/ONAL 1`�\\`. & DESIGN 111111111100CRITERIA 4/25/2018 OA Sheet \'o. LOWE STRUCTURES, IN/C 11651 Central Pkwy., Suite 106 Jacksonville, FL 32224 ^S001 (904) 992-0377f i FL Cert of Auth: 28261 EOR: J. Matthew Lowe FL PE: 59027 PERMIT SET i i I WAKE ELD 4 - - — — — ..._" er,.......u.......+.+..r�rau...n..........n�.rr.r.,+.....c.......u..�.�r�ee....nr — - - - — �� .. _......� ...... .�, _ __ _._ . ......... ................. ....... . ... .. ........... .................J .... .... _ . _ .,..__ ..._ ..... ......... ...................... . . ........ ........ .. ......� LEY & I IBEAS i A*SSOC I ATE S A Com PAY W W a � I 0 i I I _..._u____,_..__------ -._,_....,",.._ i I 3 --------------— — — — — — — — _ _ __— _ ...__.._. _ i " ...__. .__.. _.: ..__. EXIST CMU WALL������ y k\\\,\\, -Y JI(Au t e r s I I:i a EXIST WALL OPENING I TO REMAIN ( ! a I � � ATLANTIC VILLAGE INFILL EXIST I I I FACADE RENOVATION WINDOW PER 1/S2.1 (TYP) I I �.. I 4 HI i I a I !I I i t ii LINE OF CANOPY ABOVE, SEE ARCH I � I N, fl - N H I In I NEW CMU OPENING I I i I SEE 3/S2.1I I L --- I NEW CMU OPENING SEE 3/S2.1 ATLANTIC BEACH FLORIDA �r w Q O LU _ _ 1 .. .. —.—. '� I .._.. _... .._.. _. .�., „ ...— _.. , „� — .......... ...�.,. .. ,.:.... i ._.. .... ::.-.. .::.e .__ __.. _..—..__ .._.._ ....,_..._..___._._._......._.............. ......_. _._ ,......_.. ,,�., ...�..:.�� "" ©" _ ,. .:I:uli Jot �u Ni:�F - - _ :ruuy!� it, subsiJiary WakefiNla Lieasle & Associates Archit ` y ects, Inc. These drawings are protected by the i ht l f th copyrgaws of United States. These drawings thereof , 1 Amay F or an 9 Y Part not be used for any purpose or reproduced in any form or by I any means without the written consent of Nelsor LLC. Print Record x1 L---=----��——� :........ :::: I I L ----- T ------ I ------------J I L ------T— — — — — — ---J 4 LINE OF AWNING ABOVE, m 52.1 SEE ARCH co m LINE OF CANOPY REMOVE EXIST DOOR, i o w ABOVE, SEE ARCH I INSTALL NEW WINDOW r INSTALL NEW WINDOW 0 °; ( T.O. PARAPET 19'- 2" I T.O. PARAPET 17' 2" Revisions o W A B C w J Q U O 1 FLOOR PLAN (a a S1.1 SCALE: 1/4" = 1'-0" PLAN NOTES: = 1) GC TO COORDINATE ALL NEW OPENING LOCATIONS AND DIMENSIONS WITH ARCH. 0 Cr 2) SEE 1/S2.1 AND 2/S2.1 FOR NEW CMU INFILL DETAILS. Q 3) SEE 4/S2.1 FOR NEW PARAPET DETAIL. COORDINATE DIMENSIONS WITH ARCH. L N Cf) fY W 0- z Z Q H U I m Q � HE VV w�`� ®®®CEN ®® ?® �, SF No. 59027 Date Job No. 27 APRIL 2018 1804008.000 Sheet Title STA E OF ®'®�® ®�0 ®®®®s °®®®®®®®®®® X �� �\ ®®®®®® /CINAL 0�0 ®00�®`\ O ea0�aaeo ��� FLOOR PLAN 3 roy n 2 4/25/2018 CL y 2 0 LLx LOWE STRUCTURES, INC. 11651 Central Pkwy., Suite 106 Jacksonville, FL 32224 /��Sheet No. S1 1 LO C, (904) 992-0377 FL Cert of Auth: 28261 EOR: J. Matthew Lowe FL PE: 59027 z W J PERMIT SET _ LL PROVIDE #5 @ 48" OC VERT IN FULLY GROUTED CELLS. EMBED VERT REBAR 6" MIN (TYP) NEW 8" CMU INFILL WALL (TYP) NOTE: ALL CELLS RECEIVING EPDXY DOWELS SHALL BE GROUTED SOLID �r,t 1D Tl 117/ AD(`Ll CMU INFILL DETAIL SCALE: NTS r— I I I I BUILD OUT PARAPET PER ARCH (TYP) x W CONT 362TI25-43 W/ (2) - #10 SCREWS INTO EA STUD I I i I I I I I I (2) - #10 SCREWS @ 6" OC I INTO EXIST DECK L — T/PARAPET ot y� PER ARCH oc I+ V A (3) - #10 SCREWS \ \ 1/2" PLYWOOD SHEATHING W/ #8 SCREWS @ 6" OC (TYP) \4 \ 362SI37-43 @ 24" OC �5° \ (TYP) I I \ I EXIST STEEL BEAM FIELD VERIFY EXIST CMU WALL 81 NEW PARAPET DETAIL SCALE: NTS Y U_ } co ❑ W H H O J d Cl) U d 0) LL a W F -- O J a w J a U J) F -- O J d W 2 U CC a W N_ W W d a IL m h U ❑ Ir a ❑ z a U) 47 W J a z W m 3 ,C U O a) X N Cz N a_ U -Z' O a Ln 0 x w a z W J_ LL UNI -CLIP BY CLARK DIETRICH W/ (5) - #10 SCREWS INTO EXISTING ROOF DECK T/EXIST ROOF DECK PROVIDE #5 @ 48" OC VERT IN FULLY GROUTED CELLS. EMBED VERT REBAR 6" MIN (TYP) NEW 8" CMU INFILL WALL (TYP) NOTE: ALL CELLS RECEIVING EPDXY DOWELS SHALL BE GROUTED SOLID COORD W/ ARCH EXISTING CONC LINTEL TO REMAIN Ca T/EXIST SLAB EL W 2 CMU INFILL DE AIL S2.1 SCALE: NTS AREA OF EXIST 8" CMU T( BE REMOVED FOR NEV WALL OPENIN( GROUT SOLID FULL HEIGHT (TYP) T/SLAB EL Al A" ARAM CASTCRETE 8178-113 PRECAST LINTEL OR EOR APPROVED EQUAL ADD #5 VERT FULL HT EA SIDE OF EXTERIOR WALL OPENINGS -- .. -- ..1T0 EXIST SLAB/FTG 4" MIN LINTEL @ NEW OPENING SCALE: NTS "THEW ®® ENZ; 4/25/2018 LOWE STRUCTURES, INC. 11651 Central Pkwy., Suite 106 Jacksonville, FL 32224 (904) 992-0377 FL Cert of Auth: 28261 EOR: J. Matthew Lowe FL PE: 59027 J 01 \ �� t.) v- . p \\ ATLANTIC VILLAGE FACADE RENOVATION ATLANTIC BEACH, FLORIDA v_,"lo, [Jelson Worldwide, Ll.,.. L,rouyt Its subs,uc y 'cidRefield Bensley i As saciates Architects, Inc. These drawings are protected by the copyright laws of the United States. These drawings or any part thereof may not be used for any purpose or reproduced in any form or by any means without the written consent of Nelson Worldwide, LLC. Print Record Revisions Date Job No. 27 APRIL 2018 1804008.000 Sheet Title SECTIONS & DETAILS Sheet No. S 2 oil • PERMIT SET