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363 Atlantic Blvd COMM19-0008 Planters, Signage, FacadeNOTE: VERIFY ALL EXISTING CONDITIONS IN FIELD. CONSULT ARCHITECT IN CASE OF DISCREPANCIES. EXISTING STANDING SEAM MTL ROOF TO REMAIN PNTD. MTL COPING BM # 2124-50. 2 / 1 K�2� ?30 302�s � -� - ?302 �---�- - � - - - - \/ � - -�--��-�-- — - - - — - 1 --� - - � - — — - - - - - - - -- - - - � � - - � � - - - - � - - - - SOUTH 200 —1/16" = 1'-0" NEW CIRCULAR MTL DOWNSPOUT NOZZLE. JAY R. SMITH #1771 OR EQUAL PRODUCT. PNTD. BM # 2124-50 TO MATCH SIDING. SEE SHEET F 100. NEW SIGNAGE BUILD -OUT W/ PNTD. SHIPLAP SIDING PNTD. BM 2124-50. (REMOVE ALL SIGNAGE AND LATTICE DECORATION FROM EXISTING BEAM) NEW LEDA SCONCE LIGHTS ON COLUMNS, SEE SPEC. SHEET F 100, TYP. NEW STEEL REINFORCED. PLANTERS. BRICK. SMOOTH FINISH. PAINT BM #OC -85, TYP. BRICK OVER EXISTING COLUMNS. SMOOTH FINISH. PAINT BM #OC -85, TYP. 2 SOUTH - Callout 1 301 J 1/4,, = 1'-0" 0 2' 4' 8' SCALE: 1/4" = 1'-0" ADD DECORATIVE WOOD SLATS ON WOOD BACKING. PNTD. BM #2121-70. EXISTING SIGNAGE TO BE REMOVED, STUCCO TO BE REPAINTED. BM # 2111-60, TYP. � O DC �uAANN - C/L SECTION 17-29 PEMITS ONE SQUARE FOOT OF SIGNAGE FOR EACH LINEAR FOOT OF STORE FRONTAGE. ONE STOREFRONT=20'-0", ALL SIGNAGE TO BE UNDER 20 SF, NEW SIGNAGE TO BE RAISED & BACK LIT LETTERS, SUBMIT --� SAMPLE TO ARCHITECT REPAINT EXISTING WINDOW TRIM, BM # 2121-70, TYP. FOR ALL TRIM & DETAILS REPAINT EXISTING STUCCO,BM -� & - A A ,A PLATE 12'-0" :LQ 0 LQ0 0„ PLATE 1,2'-0-0" FLOOR � 0" t—wNftf�T� COMMUNITY DEVELOPMENT APPROVED TOP PLATE --s 12'-0-0" —FIRST FLOOR 0" MAY 1 2019 Pb`f MARK MACCC ARCHITECTS FORWARD DESIGN. UNPARALLELED EXECUTION. 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) WWW.MaccoArchitects.com MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date 1 REVISION 1 5/13/19 SHOPPES OF NORTHSHORE ELEVATIONS Project Number Date MAY 13TH, 2019 Drawn By Author Checked By Checker A 301 scale As indicated N NOTE: VERIFY ALL EXISTING CONDITIONS IN FIELD. CONSULT ARCHITECT IN CASE OF DISCREPANCIES. EXISTING DETAILS TO BE REPAINTED AND REPAIRED AS NEEDED, BM #2121-70. TYP. FOR ALL TRIM & DETAILS EXISTING LATTICEWORK AND TRIM TO BE REPLACED BY DECORATIVE WOOD SLATS ON WOOD BACKING. PNTD. BM #2121-70 EXISTING STANDING SEAM - MTL ROOF TO REMAIN PNTD. MTL COPING B M # 2124-50. 1 LFOO 17-29 PEMITS ONE SQUARE SIGNAGE FOR EACH LINEAR A 400STORE FRONTAGE. UNITE=20'-0", ALL FASCIATO BE UNDER 20 SF. NEW SIGNAGE BUILD -OUT W/ PNTD. SHIPLAP SIDING PNTD. BM 2124-50. (REMOVE ALL SIGNAGE AND LATTICE DECORATION FROM EXISTING BEAM) 8 (3NAGE, GNAGE / LjL NEW STEEL REINFORCED. NEW LEDA SCONCE BRICK OVER EXISTING PLANTER. BRICK. SMOOTH FINISH. LIGHTS ON COLUMNS, COLUMNS. SMOOTH FINISH. PAINT BM #OC -85, TYP. SEE SPEC, SHEET F PAINT BM #OC -85, TYP. 100, TYP. SOUTH - Callout 2 301 1/4- = 1,-0,, NEW LEDA SCONCE LIGHTS ON COLUMNS, SEE SPEC. SHEET F 100, TYP. 2 SOUT 301 1/411 = 1'-0" H - Callout 3 EXISTING LATTICEWORK TO BE REPLACED BY DECORATIVE WOOD SLATS ON WOOD BACKING PNTD. BM #2121-70 EXISTING DETAILS TO BE REPAINTED AND REPAIRED AS NEEDED, PNT. BM #2121-70 EXISTING STANDING SEAM MTL ROOF TO REMAIN PNTD. MTL COPING BM # 2124-50. —� NEW SIGNAGE BUILD -OUT W/ PNTD. SHIPLAP SIDING PNTD. BM 2124-00. (REMOVE ALL SIGNAGE AND LATTICE DECORATION FROM EXISTING BEAM) *1 CgNA-(�'��gE IF -1 I 177PF roject Number ate MAY 13TH, 2019 raven By Author hecked By Checker A 302 cafe 1/4" = 1 x_01111 LL Lam. Ll LL NEW LEDA SCONCE LIGHTS ON COLUMNS, SEE SPEC. SHEET F 100, TYP. 2 SOUT 301 1/411 = 1'-0" H - Callout 3 EXISTING LATTICEWORK TO BE REPLACED BY DECORATIVE WOOD SLATS ON WOOD BACKING PNTD. BM #2121-70 EXISTING DETAILS TO BE REPAINTED AND REPAIRED AS NEEDED, PNT. BM #2121-70 EXISTING STANDING SEAM MTL ROOF TO REMAIN PNTD. MTL COPING BM # 2124-50. —� NEW SIGNAGE BUILD -OUT W/ PNTD. SHIPLAP SIDING PNTD. BM 2124-00. (REMOVE ALL SIGNAGE AND LATTICE DECORATION FROM EXISTING BEAM) *1 CgNA-(�'��gE IF -1 I 177PF - BRICK OVER EXISTING COLUMNS. SMOOTH FINISH. PAINT BM #OC -85, TYP. iT NEW STEEL REINFORCED. PLANTER. BRICK. SMOOTH FINISH. PAINT BM #OC -85, TYP. NEW CIRCULAR MTL DOWNSPOUT NOZZLE. JAY R. SMITH #1771 OR EQUAL PRODUCT. PNTD. 'M# 2124-50 TO MATCH SIDING. SEE SHEET F100. EXISTING LATTICEWORK AND TRIM TO BE REPLACED BY DECORATIVE WOOD SLATS ON WOOD BACKING. SEE SHEET A 401. EXISTING CLOCK TO BE REPLACED 2 A 401 REMOVE EXISTING WOOD DECORATION NEW SIGNAGE TO BE RAISED i & BACK LIT LETTERS, SUBMIT — SAMPLE TO ARCHITECT i i i i L— — — — — — — — N G E NAG ArrH77 LE/ ''I'l nil Lj L L / a REPAINT EXISTING REPAINT EXISTING NEW PLANTER. BRICK. SMOOTH STUCCO, BM # WINDOW TRIM FINISH. PAINT BM #OC -05, TYP. 2111-60, TYP NEW SIGNAGE TO BE RAISED NEW CIRCULAR MTL & BACK LIT LETTERS, SUBMIT DOWNSPOUT NOZZLE, JAY SAMPLE TO ARCHITECT R. SMITH #1771 OR EQUAL PRODUCT. P�ITD. BM # 2124-50 TO MATCH SIDING. SEE SHEET F 100 _(3N o TMQ III K C 0 NEW PLANTERS. BRICK. SMOOTH FINISH. PAINT BM #OC -85, TYP. EXISTING LATTICEWORK TO BE REPLACED BY DECORATIVE WOOD SLATS ON WOOD BACKING. PNTD. BM #2121-70 EXISTING DETAILS TO BE REPAINTED AND REPAIRED AS NEEDED, BM #2121-70. TYP. FOR ALL TRIM & DETAILS / / REPAINT EXISTING REPAINT EXISTING STUCCO, BM # WINDOW TRIM, BM # 2111-60, TYP 2121-70, TYP. FOR ALL TRIM & DETAILS ALL FASCIA SIGNS TO BE SPERATED BY A MINIMUM OF 72" I N A�`��� Al COMMUNITY DEVELOPMENT APPROVED / t MAY 1 5 2019 i -' cuilding Dapartrn wire I MARK MACCC ARCHITECTS FO WARD DESIGN. UNPARALLELED EXECUTION. 4OSCEOLA AVENUE J CKSONVILLE BEACH, FL 32250 E: nfo@MaccoArchitects.com PH: 904. 249 -ARCH (2724) w .MaccoArchitects.com MARK MACCO, AIA NCARB LORIDA REGISTRATION: # AR96004 ENNESSEE REGISTRATION: # 105588 No. Description Date REVISION 1 5/13/19 SHOPPESF 0 ORTHSHORE ELEVATIONS roject Number ate MAY 13TH, 2019 raven By Author hecked By Checker A 302 cafe 1/4" = 1 x_01111 LL - BRICK OVER EXISTING COLUMNS. SMOOTH FINISH. PAINT BM #OC -85, TYP. iT NEW STEEL REINFORCED. PLANTER. BRICK. SMOOTH FINISH. PAINT BM #OC -85, TYP. NEW CIRCULAR MTL DOWNSPOUT NOZZLE. JAY R. SMITH #1771 OR EQUAL PRODUCT. PNTD. 'M# 2124-50 TO MATCH SIDING. SEE SHEET F100. EXISTING LATTICEWORK AND TRIM TO BE REPLACED BY DECORATIVE WOOD SLATS ON WOOD BACKING. SEE SHEET A 401. EXISTING CLOCK TO BE REPLACED 2 A 401 REMOVE EXISTING WOOD DECORATION NEW SIGNAGE TO BE RAISED i & BACK LIT LETTERS, SUBMIT — SAMPLE TO ARCHITECT i i i i L— — — — — — — — N G E NAG ArrH77 LE/ ''I'l nil Lj L L / a REPAINT EXISTING REPAINT EXISTING NEW PLANTER. BRICK. SMOOTH STUCCO, BM # WINDOW TRIM FINISH. PAINT BM #OC -05, TYP. 2111-60, TYP NEW SIGNAGE TO BE RAISED NEW CIRCULAR MTL & BACK LIT LETTERS, SUBMIT DOWNSPOUT NOZZLE, JAY SAMPLE TO ARCHITECT R. SMITH #1771 OR EQUAL PRODUCT. P�ITD. BM # 2124-50 TO MATCH SIDING. SEE SHEET F 100 _(3N o TMQ III K C 0 NEW PLANTERS. BRICK. SMOOTH FINISH. PAINT BM #OC -85, TYP. EXISTING LATTICEWORK TO BE REPLACED BY DECORATIVE WOOD SLATS ON WOOD BACKING. PNTD. BM #2121-70 EXISTING DETAILS TO BE REPAINTED AND REPAIRED AS NEEDED, BM #2121-70. TYP. FOR ALL TRIM & DETAILS / / REPAINT EXISTING REPAINT EXISTING STUCCO, BM # WINDOW TRIM, BM # 2111-60, TYP 2121-70, TYP. FOR ALL TRIM & DETAILS ALL FASCIA SIGNS TO BE SPERATED BY A MINIMUM OF 72" I N A�`��� Al COMMUNITY DEVELOPMENT APPROVED / t MAY 1 5 2019 i -' cuilding Dapartrn wire I MARK MACCC ARCHITECTS FO WARD DESIGN. UNPARALLELED EXECUTION. 4OSCEOLA AVENUE J CKSONVILLE BEACH, FL 32250 E: nfo@MaccoArchitects.com PH: 904. 249 -ARCH (2724) w .MaccoArchitects.com MARK MACCO, AIA NCARB LORIDA REGISTRATION: # AR96004 ENNESSEE REGISTRATION: # 105588 No. Description Date REVISION 1 5/13/19 SHOPPESF 0 ORTHSHORE ELEVATIONS roject Number ate MAY 13TH, 2019 raven By Author hecked By Checker A 302 cafe 1/4" = 1 x_01111 41 N L 0 N co r SHOPPES OF NORTHSHORE 363 ATLANTIC BLVD ATLANTIC BEACH, FL 32233 S83042'00W 14.00' AAN 4 NORTH l� 1 AAA 0 2' 4' 8' SCALE: 1/4" = 1'-0" ISSUED FOR PERMIT 04.25.2019 APPLICABLE CODES: • 2017 FLORIDA BUILDING CODE - ACCESSABILITY • 2017 FLORIDA BUILDING CODE - BUILDING • 2017 FLORIDA BUILDING CODE - RESIDENTIAL • 2017 FLORIDA BUILDING CODE - PLUMBING • 2017 FLORIDA BUILDING CODE - MECHANICAL • 2017 NATIONAL ELECTRICAL CODE - NFPA 70 • 2017 FLORIDA FIRE PREVENTION CODE - 6TH EDITI (NFPA 1 & NFPA 101) COMPLIANCE METHODS: WORK AREA COMPLIANCE METHOD (FBC 101.5.2) "THE BUILDING OR PORTION THERE OF SHALL NOT BE ALTERED SUCH THAT THE BUILDING BECOMES LESS SAFE OR ENERGY EFFICIENT THAN ITS EXISTING CONDITION. (FBC 601.2) BUILDING OCCUPANCY: R-3 (SINGLE FAMILY RESIDENTIAL DWELLING) BUILDING CONSTRUCTION CLASSIFICATION: TYPE 5B FIRE RATING SEPARATION: NOT APPLICABLE (FBC TABLE 508.4) MEANS OF EGRESS: NUMBER OF EXISTINGS REQUIRED: 2 EXITS FOR OCCUPAP VLOAD GREATER THAN 49 (FBC TABLE 1015.1) IMPORTANT: U *ALL BEDROOMS IN THIS RESIDENCE MEET OR EXCEED TH D EMERGENCY ESCAPE AND FIRE RESCUE REQUIREMENTS I D HAVING AT LEAST ONE WINDOW OPENING PER ROOM OF 5 SQUARE FEET AND MEET THE SILL REQUIREMENTS OF LE" O THAN 44" ABOVE FINISHED FLOOR, REFER TO WINDOW TAt AND CORRESPONDING ROUGH OPENING IN WINDOW SCHEDULE. D D TO THE BEST OF MARK MACCO, ARCHITECTS KNOWLEDGE THE INFORMATION AND BELIEF, THAT THE PATH OF EGRES TRAVEL WITHIN THE ALTERED TENANT SPACE IS IN COMPLIANCE WITH THE FLORIDA ACCESSIBILITY CODE, CHAPTER 11 OF THE FLORIDA BUILDING CODE 2010. BUILDING CALCULATIONS: LOT TOTAL: 71793 SF FIRST FL. AC SPACE: NO CHANGE TOTAL AC SPACE: NO CHANGE BUILDING SITE FOOT PRINT: TOTAL SITE COVERAGE: TOTAL LOT PERCENT COVERAGE: NO CHANGE NO CHANGE NO CHANGE SHEET LIST SHEET NUMBER SHEET NAME A 100 TITLE SHEET A 101 RENDERINGS A 102 GENERAL NOTES A 103 GENERAL NOTES A 104 FLASHING DETAILS A 105 FLASHING DETAILS A 200 FIRST FLOOR PLAN A 201 ROOF PLAN A 300 ELEVATIONS A 301 ELEVATIONS A 302 ELEVATIONS A 400 SECTIONS A 401 DETAILS E 200 FIRST FLOOR RCP - ELECTRICAL F 100 SPEC. SHEET Total: 15 MARK MACCC ARCHITECTS FORWARD DESIGN. UNPARALLELED EXECUTION. 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904. 249 -ARCH (2724) www.MaccoArchitects.com F W. MACCO :v E" rn AR96004 4' MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date SHOPPES OF NORTHSHORE TITLE SHEET Project Number ##### Date APRIL 25TH 2019 Drawn By Author Checked By Checker A 100 Scale As indicated r= T LO r rn r 0 N LO N d' r ..W NOTE: RENDERINGS ARE FOR GENERAL REFERENCE ONLY. CONSTRUCTION DRAWINGS SUPERCEDE RENDERINGS. MARK MACCC ARCHITECT FORWARD DESIGN. UNPARALLELED EXECUTION 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH '2724) www.MaccoArchitects.com of r4 Co MARK W. �7 MACCOy�0AR960 P t MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date SHOPPES OF NORTHSHORE RENDERINGS Project Number ##### Date APRIL 25TH, 2019 Drawn By Author Checked By Checker A 101 Sca le SITE PREPERATION A. SECTION REQUIREMENTS: 1. UNAUTHORIZED EXCAVATION CONSISTS OF REMOVING MATERIALS BEYOND INDICATED SUB GRADE ELEVATIONS OR DIMENSIONS WITHOUT DIRECTION BY ARCHITECT. UNAUTHORIZED EXCAVATION AND REMEDIAL WORK SHALL BE AT CONTRACTOR'S EXPENSE. 2. DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY OWNER. PROVIDE ALL TEMPORARY UTILITY SERVICES WITHIN CONTRACT. B. MATERIALS: 1. SATISFACTORY SOIL; ASTM D 2487 SOIL CLASSIFICATION GROUPS GW, GP, GM, SW, SP, AND SM. FREE OF ROCK OR GRAVEL. LARGER THAN 2" (50MM) IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS, VEGETATION, OR OTHER DELETERIOUS MATTER. 2. UNSATISFACTORY SOIL; ASTM D 2487 SOIL CLASSIFICATION GROUPS GC, SC, ML,MH, CL, CH, OL, OH, AND PT. 3. BACKFILL AND FILL; SATISFACTORY SOIL MATERIALS. 4. SUBBASE: NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED STONE, AND NATURAL OR CRUSHED SAND, ASTM D 2940, WITH AT LEAST 95 PERCENT PASSING A 1-1/2" (38MM) SIEVE. 5. BEDDING: SUBBASE MATERIALS WITH 100 PERCENT PASSING A 1" (25MM) SIEVE AND NOT MORE THAN 8 PERCENT PASSING A NO. 200 (0.075MM) SIEVE. 6. DRAINAGE FILL; WASHED, EVENLY GRADED MIXTURE OF CRUSHED STONE OR CRUSHED OR UNCRUSHED GRAVEL, ASTM D 448, SIZE 57, WITH 100 PERCENT PASSING. A 1-1/2" (38MM) SIEVE AND NOT MORE THAN 5 PERCENT PASSING A NO. 8 (2.36MM) SIEVE. C. EARTHWORK: 1. PROTECT SUB GRADES AND FOUNDATION SOILS FROM SOFTENING AND DAMAGE BY WATER, FREEZING TEMPERATURES, OR FROST. 2. EXCAVATE TO SUB GRADE ELEVATIONS REGARDLESS OF CHARACTER OF MATERIALS AND OBSTRUCTIONS ENCOUNTERED. 3. EXCAVATE FOR STRUCTURES, BUILDING SLABS, PAVEMENTS AND WALKWAYS. TRIM SUB GRADES TO REQUIRE LINES AND GRADES. 4. UTILITY TRENCHES: EXCAVATE TRENCHES TO INDICATED SLOPES, LINES, DEPTHS, AND INVERT ELEVATIONS. MAINTAIN 12" (300MM) OF WORKING CLEARANCE ON EACH SIDE OF PIPE OR CONDUIT. I. PLACE, COMPACT, AND SHAPE BEDDING COURSE TO PROVIDE CONTINUOUS SUPPORT FOR PIPES AND CONDUITS OVER ROCK AND OTHER UNYIELDING BEARING SURFACES AND TO FILL UNAUTHORIZED EXCAVATIONS. II. PLACE AND COMPACT INITIAL BACK FILL OF SATISFACTORY SOILED MATERIAL OR SUBBASE MATERIAL, FREE OF PARTICLES LARGER THAN 1" (25MM) TOA HEIGHT OF 12" (300MM) OVER THE UTILITY PIPE OR CONDUIT. PLACE AND COMPACT FINAL BACK FILL OF SATISFACTORY SOIL MATERIAL TO FINAL SUBGRADE. 5. PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THAN ONE VERTICAL TO FOUR HORIZONTAL TO RECEIVE FILL. 6. WHEN SUBGRADE OR EXISTING GROUND SURFACE TO RECEIVE FILL HAS A DENSITY LESS THAN THAT REQUIRED FOR FILL, BREAKUP GROUND SURFACE, PULVERIZE, MOISTURE - CONDITION OR AERATE SOIL, AND RE -COMPACT. 7. PLACE BACK FILL AND FILL IN LAYERS NOT MORE THAN 8" (200MM) IN LOOSE DEPTH AT OPTIMUM MOISTURE CONTENT. COMPACT EACH LAYER UNDER STRUCTURES, BUILDING SLABS, PAVEMENTS AND WALKWAYS TO 95 PERCENT OF MAXIMUM DRY DENSITY ACCORDING TO ASTM D1557; ELSEWHERE TO 90 PERCENT 8. GRADE AREAS TO A SMOOTH SURFACE TO CROSS-SECTION, LINES, AND ELEVATIONS INDICATED. GRADE LAWNS, WALKWAYS, AND UNPAVED SUB GRADES TO TOLERANCES OF PLUS OR MINUS 1-1/4" (32MM) AND PAVEMENTS AND AREAS WITHIN BUILDING LINES TO PLUS OR MINUS 1/2" (13MM). 9. UNDER PAVEMENTS AND WALKWAYS, PLACE SUB BASE COURSE MATERIAL ON PREPARED SUB GRADES AND COMPACT AT OPTIMUM MOISTURE CONTENT TO REQUIRED GRADES, LINES, CROSS-SECTION AND THICKNESSES. 10. UNDER SLABS -ON -GRADE, PLACE DRAINAGE FILL ON PREPARED SUB GRADE AND COMPACT TO REQUIRE CROSS- SECTION AND THICKNESS. 11. ALLOW TESTING AGENCY TO INSPECT AND TEST EACH SUB GRADE AND EACH FILL OR BACK FILL LAYER AND VERIFY COMPLIANCE WITH REQUIREMENTS. 12. REMOVE SURPLUS SATISFACTORY SOIL AND WASTE MATERIAL, INCLUDING UNSATISFACTORY SOIL, TRASH AND DEBRIS, AND LEGALLY DISPOSE OF IT OFF OWNER'S PROPERTY. TERMITE CONTROL C. CONCRETING: A. TERMICIDES: 1. CONSTRUCT FORM WORK AND MAINTAIN TOLERANCES AND SURFACE IRREGULARITIES 1. PROVIDE A WORKING SOLUTION IN CONCENTRATIONS WITHIN ACI 117 LIMITS OF CLASS "A" FOR CONCRETE RECOMMENDED BY MANUFACTURER. EXPOSED TO VIEW AND CLASS "C" FOR OTHER CONCRETE SURFACES. B. INSTALLATION: 2. SET WATER STOPS WHERE INDICATED TO 1. PREPARE SURFACES AND APPLY TREATMENT AT RATES ENSURE JOINT WATER TIGHTNESS. AND CONCENTRATIONS RECOMMENDED IN MANUFACTURE'S WRITTEN INSTRUCTIONS. 3. PLACE VAPOR RETARDER ON PREPARED SUB GRADE, WITH JOINTS LAPPED 6 INCHES (150MM) 2. APPLY TERMITE CONTROL TO ALL AREAS OF NEW AND SEALED. CONSTRUCTION, 4. ACCURATELY POSITION, SUPPORT, AND SECURE 3. POST SIGNS IN AREAS OF APPLICATION WARNING REINFORCEMENT. WORKERS THAT SOIL TERMITICIDE TREATMENT HAS BEEN APPLIED. REMOVE SIGNS WHEN AREAS ARE COVERED BY 5. INSTALL CONSTRUCTION, ISOLATION, AND OTHER CONSTRUCTION. CONTROL JOINTS. 4. REAPPLY SOIL TERMITICIDE TREATMENT SOLUTION TO 6. PLACE CONCRETE IN A CONTINUOUS OPERATION AREAS DISTURBED BY SUBSEQUENT EXCAVATION OR AND CONSOLIDATE USING MECHANICAL VIBRATING OTHER CONSTRUCTION ACTIVITIES FOLLOWING EQUIPMENT. APPLICATION. 7. PROTECT CONCRETE FROM PHYSICAL DAMAGE 5. MASSEY TO PROVIDE TERMITE TREATMENT. OR REDUCED STRENGTH DUE TO WEATHER EXTREMES DURING MIXING, PLACING, AND CURING. CAST IN PLACE CONCRETE 8. FORMED SURFACE FINISH: SMOOTH FORMED FINISH FOR CONCRETE EXPOSED TO VIEW, A. SECT/ON REQUIREMENTS: COATED, OR COVERED BY WATERPROOFING OR OTHER DIRECT APPLIED MATERIAL; ROUGH FORMED 1. SUBMIT PRODUCT DATA. FINISH ELSEWHERE. 2. COMPLY WITH ASTM C-94, ACI -301, "SPECIFICATIONS FOR 9. UNFORMED SLAB FINISHES; SCRATCH FINISH FOR SURFACES TO RECEIVE MORTAR SETTING BEDS. STRUCTURAL CONCRETE FOR BUILDINGS"; ACI -318, "BUILDING FLOAT FINISH SURFACES FOR INTERIOR STEPS, CODE REQUIREMENTS FOR STRUCTURAL RAMPS AND SURFACES TO RECEIVE CONCRETE"; AND CRSI'S "MANUAL OF STANDARD WATERPROOFING, ROOFING OR OTHER DIRECT PRACTICE". APPLIED MATERIAL. TROWELED FINISH FOR FLOOR 3. ENGAGE A QUALIFIED INDEPENDENT TESTING AGENCY SURFACES AND FLOORS -f0 RECEIVE FLOOR COVERINGS, PAINT, OR OTHER THIN FILM FINISH TO TEST CONCRETE MIXES. COATINGS. TROWEL AND FINE BROOM FINISH FOR SURFACES TO RECEIVE THIN SET TILE. NON SLIP B. MATERIALS: BROOM FINISH TO EXTERIOR CONCRETE PLATFORMS, STEPS, AND RAMPS. * CONCRETE 1. DEFORMED REINFORCING BARS; ASTM A-615, GRADE 60 FINISH TO BE GROUND AND POLISHED. SIX STEP PROCESS TO 600 GRIT FINISH. (ASTM A -615M, GRADE 420), 2. WELDED STEEL WIRE FABRIC; ASTM A-185, FLAT SHEETS, NOT ROLLS. 6X6, #10410. 10. UNIFORMLY SPREAD 25 LB/100 SQ. FT. (1.5 KG/SQ. M.) OF DAMPENED NON SLIP AGGREGATE 3. PORTLAND CEMENT; ASTM C-150, TYPE 1. OVER FLOAT FINISHED PAVING SURFACE. TAMP AND EXPOSE NON SLIP AGGREGATE. 4. FLY ASH; ASTM C-618, TYPE F. MAX. 20% OF TOTAL CEMENT & FLY ASH. 11. APPLY DRY SHAKE COLOR HARDENER TO FLOAT FINISHED SURFACE, REPEATING FLOAT FINISHING 5. AGGREGATE; ASTM C-33, CLASS 4S. TO EMBED EACH APPLICATION. APPLY FINAL TROWEL FINISH. 6. FIBER REINFORCEMENT; ASTM C-1116, TYPE III, 12. CURE FORMED SURFACES BY MOIST CURING ENGINEERED POLYPROPYLENE FIBERS. UNTIL FORMS ARE REMOVED. 7. AIR -ENTRAINING ADMIXTURE; ASTM C-260. 13. BEGIN CURING UNFORMED CONCRETE AFTER 8. CHEMICAL ADMIXTURE; ASTM C-494. FINISHING. KEEP CONCRETE CONTINUOUSLY MOIST FOR AT LEAST SEVEN DAYS. 9. WATER STOPS; FLAT DUMBBELL OR CENTER BULB TYPE, OF EITHER RUBBER (CRD C-513) OR PVC (CRD C-572). 14. OWNER WILL ENGAGE A TESTING AGENCY TO PERFORM TESTS AND TO SUBMIT TEST REPORTS. 10. VAPOR RETARDER; CLEAR 6-MIL-(0.2MM) THICK POLYETHYLENE. 15. PROTECT CONCRETE FROM DAMAGE. REPAIR SURFACE DEFECTS IN CONCRETE. 11. LIQUID MEMBRANE -FORMING CURING COMPOUND• ASTM C-309, CLEAR, TYPE 1, CLASS B WATERBORNE. 12. NONSLIP AGGREGATE; FACTORY PRODUCED, RUSTPROOF, NON GLAZING, FUSED ALUMINUM OXIDE GRANULES OR CRUSHED EMERY, UNAFFECTED BY FREEZING MOISTURE, AND CLEANING MATERIALS. 13. DRY SHAKE COLOR HARDENER; PACKAGED, DRY COMBINATION OF MATERIALS CONSISTING OF PORTLAND CEMENT, GRADED QUARTZ AGGREGATE, NON FADING MINERAL OXIDE COLORING PIGMENTS, AND PLASTICIZING ADMIXTURE COLOR AS FOR AS SELECTED BY ARCHITECT. 14. FOR ALL EXTERIOR WALKS USE DRY SHAKE COLOR HARDENER U.N.O. IN PLACE OF PLAIN CONCRETE. I. COMPRESSIVE STRENGTH: 2500 PSI (17.3 MPA) AT 28 DAYS. II. SLUMP LIMIT: 4" (100MM) AT POINT OF PLACEMENT III. WATER CEMENT RATIO: 0.45 MAX AT POINT OF PLACEMENT. IV. AIR CONTENT: 5.5 TO 7.0 PERCENT FOR CONCRETE EXPOSED TO FREEZING AND THAWING, 2 T04 PERCENT ELSEWHERE 15. REFER TO STRUCTURAL ENGINEERING PLANS AND SPECIFICATIONS. ROUGH CARPENTRY A. SECTION REQUIREMENTS: 1. SUBMIT MODEL CODE EVALUATION REPORTS FOR ENGINEERED WOOD PRODUCTS. PRODUCTS: B. LUMBER, GENERAL: 1. DRESSED LUMBER, S4S, 19% MAXIMUM MOISTURE CONTENT FOR 2" (38MM) THICKNESS OR LESS, MARKED WITH GREADE STAMP OF INSPECTION AGENCY. C. TREATED MATERIALS: 1. PRESERVATIVE TREATED MATERIALS; AWPA C2 LUMBER AND AWPA, C9 PLYWOOD, LABELED BY AN INSPECTION AGENCY APPROVED BY ALSGS BOARD OF REVIEW. AFTER TREATMENT, KILN DRY LUMBER AND PLYWOOD TO 19 AND 150X0 MOISTURE CONTENT, RESPECTIVELY. TREAT INDICATED ITEMS AND THE FOLLOWING: I. WOOD MEMBERS IN CONNECTION WITH ROOFING, FLASHING, VAPOR BARRIERS AND WATER PROOFING. II. CONCEALED MEMBERS IN CONTACT WITH MASONRY OR CONCRETE. III. WOOD FRAMING MEMBERS LESS THAN 18 INCHES (460MM) ABOVE GRADE. IV. WOOD FLOOR PLATES INSTALLED OVER CONCRETE SLABS DIRECTLY IN CONTACT WITH EARTH. ROUGH CARPENTRY 2. FIRE RETARDANT TREATED MATERIALS: AWPA C20 LUMBER AND AWPA C27 PLYWOOD, INTERIOR TYPE "A" TREATMENT, LABELED BY A TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. D. LUMBER: 1. DIMENSION LUMBER: THE FOLLOWING GRADES PER INSPECTION AGENCY INDICATED: I. NON -LOAD BEARING INTERIOR PARTITIONS: STANDARD STUD OR #3 GRADE. MIXED SOUTHERN PINE: SPIB. 11. FRAMING OTHER THAN NON LOAD BEARING PARTIIONS: CONSTURCTION OR #2 GRADE: SOUTHERN PINE SPIB. III. EXPOSED FRAMING SELECT STRUCTURAL GRADE, HAND SELECTED: SOUTHERN PINE: SPIB. 3. MICRO LAM BEAMS: LAID UP FROM WOOD STRANDS WITH EXTERIOR TYPE ADHESIVE COMPLYING WITH ASTM D WITH GRAIN OF STRANDS PARALLEL TO THEIR LENGTHS. I. EXTREME FIBER STRESS IN BENDING: 2900 PSI (20 MPa) FOR 12" NOMINAL (286MM ACTUAL) DEPTH MEMBERS. 11. MODULUS OF ELASTICITY: 2,000,000 PSI (13,800 MPa). III. FY=285 PSI. 4. PREFABRICATED WOOD/ I -JOISTS: MADE FROM STRESS GRADED LUMBER FLANGES AND WOOD BASED STRUCTURAL USE PANEL WEBS WITH EXTERIOR TYPE ADHESIVE COMPLYING WITH ASTM D 2559, I. STRUCTURAL CAPACITIES: ESTABLISH AND MONITOR STRUCTURAL CAPACITIES ACCORDING TO ASTM D 5055. 5. REFER TO STRUCTURAL ENGINEERING PLANS AND SPECIFICATIONS. E. PANEL PRODUCTS: 1. WOOD BASED STRUCTURAL USE PANELS: DOC PS 2. PROVIDE PLYWOOD COMPLYING WITH DOC PS1, WHERE PLYWOOD IS INDICATED. I. FACTORY MARK PANELS EVIDENCING COMPLIANCE WITH GRADE REQUIREMENTS. II. PANELS WITH SPAN RATINGS REQUIRED BY SUPPORT SPACING INDICATED. III. COMBINATION SUB FLOOR UNDERLAYMENT: APA RATED STURD-I-FLOOR, EXPOSURE 1. IV. SUB FLOORING: APA RATED SHEATHING, EXPOSURE 1. V. WALL SHEATHING: APA RATED STRUCTURAL I SHEATHING, EXPOSURE 1. VI. ROOF SHEATHING: APA RATED STRUCTURAL I SHEATHING, EXTERIOR. VII. PLYWOOD UNDERLAYMENT FOR RESILIENT FLOORING: APA B -C UNDERLAYMENT EXTERIOR PLYWOOD PANELS WITH FULLY SANDED FACE. VIII. PLYWOOD UNDERLAYMENT FOR CERAMIC TILE: APA RATED UNDERLAYMENT GRADE EXTERIOR PLYWOOD, 5/8" (15.9MM) THICK. IX. PLYWOOD UNDERLAYMENT FOR CARPET: APA UNDERLAYMENT EXPOSURE 1 PLYWOOD PANELS WITH FULLY SANDED FACE. 3. PARTICLE BOARD UNDERLAYMENT: ANSI A208.1, GRADE PBU. 4. HARD BOARD UNDERLAYMENT: ANSI/AHA A135.4, CLASS 4 SERVICE. S1S WITH BACK SIDE SANDED. 5. FIBERBOARD SHEATHING: ANSI/AHA A194.1, TYPE IV, CLASS 1, \ 1 INCH (13MM) THICK. 6. GYPSUM SHEATHING BOARD: ASTM C-79, WATER RESISTANT CORE. 7. GLASS FIBER SURFACED GYPSUM SHEATHING BOARD: ASTM C-79, WATER RESISTANT CORE SURFACED ON FACE AND BACK WITH GLASS FIBER MATS AND ALKALI RESISTANT COATING. 8. EXTRUDED CELLULAR POLYSTYRENE SHEATHING: ASTM C-578 TYPE IV WITH T&G SHIP LAP LONG EDGES. 9. POLYISOCYANURATE FOAM SHEATHING: FS HH - 1 -1972/1, CLASS 1 OR 2; WITH ALUMINUM FOIL FACINGS. FOAM PLASTIC CORE AND FACINGS SHALL HAVE FLAME SPREAD OF 25 OR LESS, WHEN TESTED INDIVIDUALLY. F. MISCELLANEOUS PRODUCTS: 1. AIR INFILTRATION BARRIER: ASTM D 226, TYPE 1, #15 ASPHALT FELT, UNPERFORATED. 2. FASTENERS: SIZE AND TYPE INDICATED. WHERE ROUGH CARPENTRY IS EXPOSED TO WEATHER, IN GROUND CONTACT, OR IN AREA OF HIGH RELATIVE HUMIDITY. PROVIDE FASTENERS WITH A HOT DIP ZINC COATING PER ASTM A 153 OR OF TYPE 304 STAINLESS STEEL. G. EXECUTION. A. INSTALLATION: 1. FIT ROUGH CARPENTRY TO OTHER CONSTRUCTION; SCRIBE AND COPE FOR ACCURATE FIT. CORRELATE LOCATION OF FURRING, BLOCKING, AND SIMILAR SUPPORTS TO ALLOW ATTACHMENT OF OTHER CONSTRUCTION. 2. SECURELY ATTACH ROUGH CARPENTRY WORK TO SUBSTRATE BY ANCHORING AND FASTENING AS INDICATED, COMPLYING WITH THE FOLLOWING: 3. WOOD BASED STRUCTURAL USE PANEL ROOF SHEATHING SHALL BE RATED FOR EXPOSURE 91. HAVE A MINIMUM NOMINAL THICKNESS OF 19/32" AND SHALL BE CONTINUOUS OVER TWO OR MORE SPANS WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. SPAN RATING PANEL IDENTIFICATION INDEX IS 32/16. MAXIMUM SPAN IF BLOCK OR OTHER EDGE SUPPORTS IS 32". MAXIMUM SPAN WITHOUT EDGE SUPPORT IS 28". PLYWOOD TO BE TYPE CDX. I. 8D RING SHANK NAILS AT 6" TYPICAL. 11. AT GABLE ENDS, USE 8D RING SHANK NAILS AT 4" Q.C. TYPICAL FOR FIRST THREE TRUSSES. 4. NAILING AT WINDOWS: WIDTH 6'-3" OR SMALLER, USE (2) .097"-X2" LONG NAILS AT 16" O.C. FOUR SIDES. 5. NAILING AT SLIDING GLASS DOORS: USE (2).097"-X2" LONG NAILS AT 16"O.C. TOP AND BOTTOM AND AT FIXED JAMB. MISCELLANEOUS CARPENTRY PRODUCTS: A. LUMBER: 1. INTERIOR PARTITION FRAMING: STANDARD STUD, OR #3 GRADE: MIXED SOUTHERN PINE; SPIB. 2. OTHER FRAMING: CONSTRUCTION OR #2 GRADE: SOUTHERN PINE SPIB. 3. EXPOSED BOARDS: MATCH EXISTING. 4. CONCEALED BOARDS: MIXED SOUTHERN PINE, #2. 5. MISCELLANEOUS LUMBER: #3 OR STANDARD GRADE OF ANY SPECIES FOR NAILERS, BLOCKING AND SIMILAR MEMBERS. B. INTERIOR WOOD TRIM: 1. SOFTWOOD TRIM: EASTERN WHITE, IDAHO WHITE, LODGE POLE, PONDEROSA, OR SUGAR PINE; GRADE B & BETTER, SELECT OR SUPREME. 2. WOOD MOLDING PATTERNS: STOCK MOLDINGS INDICATED, MADE TO PATTERNS INCLUDED IN WMMPA WM 7 AND GRADED UNDER WMMPA WM 4; "N" GRADE FOR TRANSPARENT FINISH. 3. CLOTHES RODS; (1)1/2" (38MM) DIAMETER, CLEAR, KILN DRIED HARDWOOD RODS. C. PANEL PRODUCTS: 1. WOOD BASED STRUCTURAL USE PANELS: DOC PS 2. PROVIDE PLYWOOD COMPLYING WITH DOC PS1, WHERE PLYWOOD IS INDICATED. I. FACTORY MARK PANELS EVIDENCING WITH GRADE REQUIREMENTS. II. MISCELLANEOUS CONCEALED PANELS: APA RATED SHEATHING EXPOSURE 1 SPAN RATING TO SUIT FRAMING IN EACH LOCATION. III. MISCELLANEOUS EXPOSED PLYWOOD: A -D INTERIOR, THICKNESS AS INDICATED. 2. PARTICLE BOARD; COMPLY WITH AND FACTORY MARK EACH PANEL ACCORDING TO ANSI A208.1. PARTICLE BOARD UNDERLAYMENT: GRADE PBU. D. FASTENERS: 1. FASTENERS OF SIZE AND TYPE INDICATED. WHERE CARPENTRY IS EXPOSED TO WEATHER, IN GROUND CONTACT, OR IN AREA OF HIGH RELATIVE HUMIDITY. PROVIDE FASTENERS WITH A HOT DOP ZINC COATING PER ASTM A 153 OR OF TYPE 304 STAINLESS STEEL. I. POWER DRIVEN FASTENERS: CABO NER- 272. WOOD ROOF TRUSSES (PER ENGINEERING DWGS.) A. SECTION REQUIREMENTS: 1. ENGINEER, FABRICATE, AND ERECT METAL PLATE CONNECTED WOOD TRUSSES TO WITHSTAND DESIGN LOADS WITHOUT EXCEEDING DEFLECTION LIMITS OF ANSI/TPI 1, "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION." 2. IN ADDITION TO PRODUCT DATA, SUBMIT SHOP DRAWINGS AND STRUCTURAL ANALYSIS DATA, SIGNED AND SEALED BY A QUALIFIED PROFESSIONAL ENGINEER ENGAGED BY THE FABRICATOR WHO IS REGISTERED IN FLORIDA. 3. ENGAGE A FABRICATOR WHO PARTICIPATES IN A RECOGNIZED QUALITY ASSURANCE PROGRAM THAT INVOLVES INSPECTION BY AN INDEPENDENT INSPECTING AND TESTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. 4. COMPLY WITH ANSI/TPI 1; TPI HIB, "COMMENTARY AND RECOMMENDATIONS FOR HANDLING INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES"; AND AFPA'S "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" AND IT'S "SUPPLEMENT". 5. COMPLY WITH THE FOLLOWING: WWL TOP CHORD .......... 20psf BOTTOM CHORD..............5psf WDL TOP CHORD .......... 20psf BOTTOM CHORD..............5psf WIND TOP CHORD ..... 110 MPH TOP CHORD OF TRUSSES TO BE #2 SOUTHERN PINE. B. MATERIALS: 1. DIMENSION LUMBER: COMPLY WITH DOC PS 20, "AMERICAN SOFTWOOD LUMBER STANDARD", ANY SPECIES, GRADED VISUALLY OR MECHANICALLY. 2. CONNECTOR PLATES: STRUCTURAL QUALITY STEEL SHEET, ZINC COATED, COMPLYING WITH ASTM A-653, GRADE 33, G60 (ASTM A -653M, GRADE 230, 2180) COATING DESIGNATION; AT LEAST 0.0359" (0.91 MM) THICK. 3. FASTENERS: HOT DOP GALVANIZED PER ASTM A-153 OR STAINLESS STEEL, TYPE 304 OR 316, WHERE EXPOSED TO WEATHER OR TO HIGH RELATIVE HUMIDITIES. SIZE AND TYPE INDICATED. 4. METAL FRAMING ANCHORS: MANUFACTURED FROM HOT DIP, ZINC COATED STEEL SHEET COMPLYING WITH ASTM A-653, G60 (ASTM A -653M, Z180) COATING DESIGNATION; STRUCTURAL, COMMERCIAL, OR LOCK FORMING QUALITY, AS STANDARD WITH MANUFACTURER FOR TYPE OF ANCHOR INDICATED. C. FABRICATION: 1. FABRICATE WOOD TRUSSES WITHIN MANUFACTURING TOLERANCES OF ANSIfTPI 1 AND CONNECT TRUSS MEMBERS BY METAL CONNECTOR PLATES, 2. CONTRACTOR RESPONSIBLE TO VERIFY ALL TRUSS SIZES TO FIT AS BUILT JOB CONDITIONS. D. INSTALLATION: 1. INSTALL AND BRACE TRUSSES ACCORDING TO RECOMMENDATIONS OF TPI. SPACE TRUSSES AS INDICATED; INSTALL PLUMB, SQUARE, AND TRUE TO LINE; AND SECURELY FASTEN TO SUPPORTING CONSTRUCTION. 2. ANCHOR TRUSSES SECURELY AT ALL BEARING POINTS USING METAL FRAMING ANCHORS AND FASTEN SECURELY. 3. SECURELY CONNECT EACH TRUSS PLY REQUIRED FOR FORMING BUILT UP GIRDER TRUSSES. ANCHOR TRUSSES TO GIRDER TRUSSES. (CONTINUED ON NEXT SHEET) MARK MACCC ARC H ITECT54, FORWARD DESIGN. UNPARALLELED EXECUTION 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com F FCO MARK W. MACCO;�p' rn AR96004 AZ. FRieD P� MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date SHOPPES OF NORTHS"HORE GENERAL NOTES Project Number #### Date APRIL 25TH 2019 Drawn By Author Checked By Checker A 102 Scale 12" = 1'-0" ►20 - r- oi LO P 0 N N WOOD ROOF TRUSSES, CONTINUED... E. FABRICATION: 1. FABRICATE WOOD TRUSSES WITHIN MANUFACTURING TOLERANCES OF ANSI/TPI 1 AND CONNECT TRUSS MEMBERS BY METAL CONNECTOR PLATES. 2. CONTRACTOR RESPONSIBLE TO VERIFY ALL TRUSS SIZES TO FIT AS BUILT JOB CONDITIONS. NOTE: THE TRUSS LAYOUT SHOWN ON THE DRAWINGS MAY BE ALTERED BY THE TRUSS SUPPLIER PROVIDED THAT THE ENGINEER OF RECORD IS NOTIFIED OF ANY REVISIONS TO THE ROOF SUPPORT LOCATIONS. IF THE TRUSS SUPPLIER MAKES REVISIONS WITHOUT NOTIFICATION TO THE ENGINEER, THE TRUSS SUPPLIER ASSUMES FULL RESPONSIBILITY FOR THE STRUCTURAL DESIGN TO THE SUBSTRUCTURE, INCLUDING WALLS, POSTS AND FOUNDATIONS. EXTERIOR ARCHITECTURAL WOODWORK A. SECTION REQUIREMENTS: 1. SUBMIT SHOP DRAWINGS. 2. QUALITY STANDARD: ARCHITECTURAL WOODWORK INSTITUTE'S "ARCHITECTURAL WOODWORK QUALITY STANDARDS". B. MATERIALS: 1. HARDBOARD: AHA Al 35.4 2. SOFTWOOD PLYWOOD: PS -1 D. INSTALLATION: 1. INSTALL WOODWORK TO COMPLY WITH AWI SECTION 170 FOR GRADE SPECIFIED. 2. INSTALL WOODWORK LEVEL, PLUMB, TRUE AND STRAIGHT. SHIM AS REQUIRED WITH CONCEALED SHIMS. INSTALL TOA TOLERANCE OF 1/8" IN 96" (3MM IN 2400MM) FOR LEVEL AND PLUMB. 3. SCRIBE AN CUT WOODWORK OF FIT ADJOINING WORK, SEAL CUT SURFACES, AND REPAIR DAMAGED FINISH AT CUTS. 4. INSTALL TRIM WITH MINIMUM NUMBER OF JOINTS POSSIBLE, USING FULL LENGTH PIECES TO THE GREATEST EXTENT POSSIBLE. STAGGER JOINTS IN ADJACENT AND RELATED MEMBERS. MASONRY. GENERAL: A. SECTION REQUIREMENTS: 1. MINIMUM COMPRESSIVE STRENGTH OF BLOCK SHALL BE 2000 PSI (NET AREA). 2. MINIMUM PRISM STRENGTH (F -M) SHALL BE 1500 PSI, U.N.O. 3. MORTAR FOR MASONRY SHALL BE TYPE "S" OR 11MI1 4. GROUT FOR BLOCK CELL FILL SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. GENERAL DESIGN CRITERIA: 3. PRESERVATIVE TREATMENT: COMPLY WITH NWWDA I.S.4 FOR ITEMS INDICATED TO RECEIVE WATER 1. DESIGN WIND SPEED = 140 MPH, IMPORTANCE REPELLENT PRESERVATIVE TREATMENT. FACTOR=1.05 4. FASTENERS FOR EXTERIOR WOODWORK: HOT DIP GALVANIZED STEEL NAILS. C. EXTERIOR WOODWORK: 1. COMPLETE FABRICATION BEFORE SHIPPING TO PROJECT SITE TO MAXIMUM EXTENT POSSIBLE. DISASSEMBLE ONLY AS NEEDED FOR SHIPPING AND INSTALLING. WHERE NECESSARY FOR FITTING AT PROJECT SITE, PROVIDE FOR SCRIBING AND TRIMMING. I. ASSEMBLE CASINGS IN PLANT, UNLESS LIMITATIONS OF ACCESS TO PLACE OF INSTALLATION REQUIRE FIELD ASSEMBLY. 2. BACK OUT OR GROOVE BACKS OF FLAT TRIM MEMBERS, AND KERF BACKS OF OTHER WIDE, FLAT MEMBERS, EXCEPT FOR MEMBERS WITH ENDS EXPOSED IN FINISHED WORK. 3. EXTERIOR STANDING AND RUNNING TRIM: PREMIUM GRADE, MADE FROM ANY CLOSED GRAIN HARDWOOD LISTED IN REFERENCED WOODWORKING STANDARD. 4. EXTERIOR ORNAMENTAL WORK: PREMIUM GRADE, MADE FROM ANY CLOSED GRAIN HARDWOOD LISTED IN REFERENCED WOODWORKING STANDARD. 5. EXTERIOR FRAMES AND JAMBS: PREMIUM GRADE, MADE FROM ANY CLOSED GRAIN HARDWOOD LISTED IN REFERENCED WOODWORKING STANDARD. 6. SHOP PRIME WOODWORK FOR PAINT FINISHES WITH ONE COAT OF SPECIFIED WOOD PRIMER. I. BACK PRIME WITH ONE COAT OF PRIMER. APPLY (2) COATS TO ITEMS INSTALLED OVER CONCRETE OR MASONRY. 7. SHOP SEAL WOODWORK FOR TRANSPARENT FINISHES WITH STAIN (IF REQUIRED), OTHER REQUIRED PRETREATMENT, AND FIRST COAT OF SPECIFIED FINISH. 2. SECOND FLOOR LIVE LOAD= 40 PSF. ROOF LIVE LOAD = 20 PSF. 4. SOIL BEARING CAPACITY ASSUMED TO BE A MINIMUM OF 2500 PSF FOR DUVAL COUNTY. 5. USE DURO-ROCK BRAND CORROSION MOISTURE RESISTANT CEMEMTITIOUS BOARD FASTENERS @ 8" FIELD 4" EDGE 1-1/4" LONG MADE BY U.S. GYPSUM. 6. LEAVE (2) SPACES MIN. AS SPARE ON ALL ELECTRICAL PANELS. UPC #081-099-003974. 7. GENERAL CONTRACTOR SHALL VERIFY LOCATION OF ALL MECHANICAL LINES BEFORE CASTING FOUNDATIONS OR CAST PROTECTION AROUND LINES AS REQUIRED. 8. CONTRACTOR TO HAVE SURVEYORS TO SCOUT LINES FOR PLACEMENT OF FOUNDATIONS TO VERIFY THEY ARE WITHIN GOVERNMENT SET BACKS & GOVERNMENT UTILITY EASEMENTS. 9. ALL FILL UNDER SLABS AND FOUNDATIONS SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY (MODIFIED PROCTOR TEST) AT OPTIMUM MOISTURE CONTACT. PROJECT GENERAL NOTES: 1. THE GENERAL CONTRACTOR (GC) SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO THE BID & EXECUTION OF ANY WORK. THE GC SHALL CAREFULLY SURVEY THE EXISTING JOB CONDITIONS TO VERIFY THEM. 2. THE GC SHALL VERIFY ALL DIMENSIONS IN THE FIELD. DIMENSIONS TAKE PRIORITY OVER SCALE, DIRECTION TO ALIGN TAKES PRIORITY OVER DIMENSIONING, DIMENSIONING SCALE AND ALIGNMENT, BUILDING SET BACKS AND HEIGHT LIMITS. 3. ANY DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS AND EXISTING CONDITIONS SHALL BE REPORTED TO THE ARCHITECT PRIOR TO THE GC'S EXECUTION OF ANY WORK 4. REFER TO THE STRUCTURAL DRAWINGS FOR ALL STRUCTURAL SIZES AND INFORMATION. ALL DIMENSIONS SHOWN IN THE ARCHITECTURAL DRAWINGS ARE FOR LOCATION PURPOSES ONLY, 5. ALL WORK SHALL CONFORM TO THE IBC CODE, COUNTY PLANNING AGENCY, IN ADDITION TO ALL CODES, (FEDERAL, STATE AND LOCAL REGULATIONS). 6. THE BUILDING SHALL CO PLY WITH ALL CURRENT ENERGY REQUIREMENTS ND CALCULATIONS. 7. THE GC SHALL ENSURE THAT EXISTING WORK ON THE SITE IS PROTECTED AT ALL TIMES, AND SHALL REPLACE DAMAGED WORK TO THE SATISFACTION OF THE OWNER. 8. THE GC SHALL BE RESPONSIBLE FOR THE DESIGN, CONSTRUCTION AND COORDINATION OF ALL MECHANICAL, ELECTRICAL„ PLUMBING AND FIRE PROTECTION WORK. THIS INCLUDES ANY DRAWINGS, SHOP DRAWINGS, DETAILS CALCULATIONS ETC. THAT MAY BE REQUIRED TO PROPERLY EXECUTE THIS WORK. 9. THE GC SHALL NOT MAKE ANY DESIGN DECISIONS WITHOUT FIRST CONSULTING MARK MACCO, AIA. 10. NOTIFY THE ARCHITECT PRIOR TO PLACEMENT OF ALL VENTS AND DIFFUSERS TO ENSURE PROPER PLACEMENT. I. LOCATION OF LIGHTING DEVICES, MECHANICAL EQUIPMENT, PLUMBING FIXTURES, AND FIRE PROTECTION DEVICES SHOW ON THE ARCHITECTURAL DRAWINGS ARE FOR LOCATION REFERENCE ONLY. II. LOCATIONS, QUANTITIES AND CODE COMPLIANCE OF ALL ELECTRICAL, MECHANICAL, PLUMBING AND FIRE (PROTECTION DEVICES ARE THE SOLE RESPONSIBILITY OF THE GC. III. ANY RELOCATION'S, ADDITIONS OR INDICATIONS TO BE MADE IN THE MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION SYSTEMS AS REQUIRED BY THE BUILDING INSPECTOR OF REGULATORY AGENCIES, OR VISIBLE EXISTING CONDITIONS SHALL BE PERFORMED BY THE GC AT NO ADDITIONAL EXPENSE TO THE OWNER. ALL EXISTING ABANDONED ELECTRICAL, MECHANICAL SYSTEMS ARE TO BE REMOVED FROM THE JOB SITE. 11. THE ARCHITECT IS NOT RESPONSIBLE FOR THE COORDINATION, COMPLETENESS, LOCATIONS, OR CONTENT OF ANY CONSULTANTS OR CONTRACTORS. 12. ALL INTERIOR, NON LOAD BEARING PARTITIONS SHALL BE COMPRISED OF 2X4, 2X6 WOOD OR METAL STUDS @ 16" O.C. OR AS SHOWN. 13. PAINT: ALL PAINTED SURFACES TO RECEIVE LEVEL FIVE PAINT FINISH. OR PRIMER AND TWO COATS. 14. ACCESSORY BACK UP PLATES: INSTALL BACK UP PLATE GASKETS BEHIND ALL IN -WALL -MOUNTED ACCESSORIES AS REQUIRED. 15. WEATHER STRIPPING SHALL BE PROVIDED AT ALL DOORS AND WINDOWS THAT SEPARATE HEATED SPACE FROM UNHEATED SPACE, OR THE BUILDING EXTERIOR. (INC. GARAGE DOORS AND AT FURNACE CLOSETS.) INFILTRATION SHALL NOT EXCEED .5 CU. FT./MIN./SQ.FT. WITH A PRESSURE DIFFERENCE OF 1.567 PSI (WIND LOAD OF 215 MPH). 16. ALL EXTERIOR BUILDING JOINTS SHALL BE FILLED WITH SEALANT. 17. THE NEW THERMOSTAT SHALL BE AUTOMATIC, W/ DELAY FOR EFFICIENCY NIGHT SET BACK WITH INTEGRAL CLOCK WITH INTEGRAL CLOCK SETTINGS FOR TWO PERIODS IN 24 HOURS. 18. ALL FAUCETS AND SHOWER HEADS TO BE FLOW RESTRICTING (NOT TO EXCEED 2.75 GPM). 19. PROVED AN INSULATION BLANKET (R-12) AROUND ALL WATER HEATERS. (NOTE NOT USED). 20. ALL PLUMBING PIPING FROM CITY WATER MAIN TO INTERNAL HOME OUTLETS (FAUCETS) TO BE COPPER. 21. PROVIDE PIPE INSULATION (R-3) ON BOTH HOT AND COLD PIPES 5'-0" FROM WATER HEATER. 22. GAS COOKING APPLIANCES SHALL HAVE ELECTRIC PILOTS. 23. ALL TOILETS TO BE LOW WATER VOLUME USAGE TYPE. 24. THIS SET OF CONTRACT DOCUMENTS INCORPORATES HURRICANE AND/OR STRUCTURAL CALCULATIONS, AND ENERGY USE CALCULATIONS (BY OTHERS). PAID FOR BY OWNER. 25. ALL EXTERIOR WINDOWS ARE PER ENERGY CALCULATIONS. 26. ARCHITECT IS HERE BY GIVEN ACCESS TO MAKE PHOTOGRAPHS, VIDEOS, IMAGES ETC. OF THE PROJECT. I UP TO THE BUILD COMPLETION DATE. PROMOTE AND l I PUBLISH SUCH IMAGES AND ARTICLES IN A FREE AND I OWNER INITIAL: UNRESTRICTED MANNER. INCLUDING BUT NOT LIMITED V V 1( TO ALL DIGITAL MEDIA SUCH AS THE INTERNET OR HARD - - - - -- -- -- -- 1 COPY PRINTED MATERIAL. PLACE 3'-0"X 4'-0" OR SIZE PER LOCAL CODE, SIGN AT SITE FRONT AS NEEDED BY I ARCHITECT. THIS INCLUDES ALL OF THE INTERIOR AS WELL AS THE EXTERIOR OF THE PROJECT. L-- - -- --- -_ _ ___ _ _ J 27. ONE NOTE ON ONE DRAWING MAY BE APPLICABLE TO ALL DRAWINGS. 28. THE ARCHITECT IS THE FINAL INTERPRETER OF THE DRAWINGS AND ANY DISCREPANCIES THERE IN. 29. ON REMODELS, ALL MATERIALS, TEXTURES AND COLORS ARE TO MATCH EXISTING, TO COMPLETELY BLEND IN VISUALLY, U.N.O. ON NEW HOMES ALL MATERIALS, TEXTURES AND COLORS ARE TO MATCH NEIGHBORHOOD ASSOCIATION RULES AND OR CODES OF ANY KIND GOVERNING SUCH RULES. 30, A TEMPORARY POWER POLE WILL BE INSTALLED BY BUILDER IF NECESSARY. 31. POWER BILLS PAID BY CONTRACTOR. 32. WATER BILLS PAID BY CONTRACTOR. 33. DOOR TO BE CUT TO FIT CARPET AND TILE. 34. IF NECESSARY GC TO PROVIDE TEMPORARY TOILET FACILITIES ON JOB SITE. - 35. CONTRACTOR MUST CONSULT ARCHITECT PRIOR TO USE OF ANY PHOTOS, IMAGES OR REFERENCE OF ANY l KIND FOR MARKETING PURPOSES. CONTRACTOR TOR 1N1TIAL: l 36. CONTRACTOR MAY PROVIDE SIGNAGE AT THE JOB - - -- - - SITE AS A CONTRACTOR, BUT MAY NOT IMPLY BY l SIGNAGE OR MARKETING ANY ARCHITECTURAL DESIGN INVOLVEMENT IN THIS PROJECT. - - - - - - - - - -- IMPORTANT THE CONTRACTOR IS SOLELY RESPONSIBLE FOR BIDDING THE PLANS FOR ALL CHANGES UP TO THE DAY THE PLANS ARE APPROVED BY THE BUILDING DEPARTMENT BEFORE THE CONTRACTOR STARTS ANY CONSTRUCTION. COPYRIGHT: REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND THE PROPERTY OF MARK MACCO, AIA. THEY WERE CREATED FOR AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. THE IDEAS, DESIGNS, DRAWINGS, PLANS AND ARRANGEMENTS OF THE SPECIFIED PROJECT SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSONS, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT. WRITTEN DIMENSIONS IN THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY AND BENRESPONSIBLE FOR ALL DIMENSIONS DETAILS AND CONDITIONS ON THE JOBS FOR THE ARCHITECTS CLARIFICATIONS AND CORRECTIONS. THE ARCHITECT IS TO BE NOTIFIED BY THE CONTRACTOR PRIOR TO THE CONSTRUCTION OF ANY VARIATIONS OR DISCREPANCY OF THE DIMENSIONS, DETAILS OR CONDITIONS WHICH ARE NOT CLEAR OR SHOWN BY THESE DRAWINGS. THE BUILDER SHALL BE RESPONSIBLE FOR OBTAINING FROM THE ARCHITECT AND GOVERNMENTAL AUTHORITIES ALL CLARIFICATIONS AND CORRECTIONS TO THESE DRAWINGS THAT ARE NOT CLEAR OR CORRECT BUT THAT ARE DEEMED NECESSARY FOR THEPROJECT. THE COST OF ALL CLARIFICATIONS AND CORRECTIONS ARE NOT THE RESPONSIBILITY OF THE OWNER OR THE ARCHITECT. ALL EXTRAS OR CHANGES INCLUDING COSTS SHALL BE APPROVED BY THE OWNER AND THE ARCHITECT PRIOR TO THE CONSTRUCTION OF SAID EXTRAS OR CHANGES. IT IS THE BUILDER'S RESPONSIBILITY TO MAINTAIN A CONSTRUCTION SUPERVISOR ON THE JOB AT ALL TIMES. THE CONSTRUCTION SUPERVISOR SHALL BE AWARE OF AND FOLLOW THE INTENT OF THE DESIGN AT ALL TIMES WHEN IN QUESTION, THE ARCHITECT SHALL BE THE INTERPRETER OF THE INTENT OF THE DESIGN. ALL EXISTING SURFACE, OVERHEAD, AND SUBSURFACE CONDITIONS WHICH ARE NOT FORESEEN OR PREDICTED ON THESE DRAWINGS, WHICH MIGHT CAUSE LIABILITY, COSTS, OBLIGATIONS, OR DELAYS ARE THE OWNERS RESPONSIBILITY. ALL OWNER'S INSTRUCTIONS TO THE CONTRACTOR SHALL BE MADE THROUGH THE ARCHITECT, THE CONTRACTOR IS RESPONSIBLE TO READ EVERY NOTE & SPECIFICATION ON THE, OR REFERRED BY, THESE nRA\Annir,c MARK MACCC ARCHITECTS FORWARD DESIGN. UNPARALLELED EXECUTION. 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com OF F4 ►Gj MARK W. MACCO =71 M F- rn AR96004 ,4w k4$��FD P� MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date GENERAL NOTES Project Number ##### Date APRIL 25TH, 2019 Drawn By Author Checked By Checker Scale 12•• _ �_0.. N LO rn 0 N N et WINDOW INSTALLATION (METHOD A-1) WEATHER RESISTIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. STEP FLASHING APPLIED OVER THE FACE OF THE MOUNTING 1. IN WATER SHEDDING FASHION, FLANGE. STARTING AT THE BASE OF THE WALL & WORKING TOWARDS THE TOP, INSTALL THE WRB TO THE FACE OF THE SHEATHING 2. APPLY SILL FLASHING 3. APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE & SET WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION 4. APPLY BEAD OF SEALANT AT SIDE JAMBS. EXTENDS 8 1/2" 5. APPLY JAMB FLASHING 6. APPLY BEAD OF SEALANT AT HEAD 7. APPLY HEAD FLASHING 8. REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING WRB TO LAY FLAT OVER HEAD FLASHING. APPLY NEW SHEATHING TAPE OVER DIAGONAL CUT- SEE DIAGRAM �- S SEAL THE WINDOW FRAME TO OPENING. APPLY A 3/8" NOM. DIA. TO THE BACKSIDE (INTERIOR) OF THE WINDOW FLANGE, IN LINE WITH ANY PRE -PUNCHED HOLES OR 5. JAMB EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING. 1 8 9• CUT 9 UNE 1. WEATHER RESISTANT BARRIER (WRB) AT A 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A DIAGONAL. GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR WRB SURFACE ABOVE. FLASHING DETAILS 1/4" = 1'-0" 5. JAMB SEALANT BEAD BEHIND MOUNTING FLANGE. APPLY CONT. SEAL TO THE MOUNTING FLANGES AT THE TOP (HEAD) AND SIDES (JAMBS) OF WINDOW. EXTEND SEALANT AT JAMBS 8 1/2" ABOVE THE R.O. AT HEAD. EMBED JAMB FLASHING INTO SEALANT AND FASTEN IN PLACE. (FLASHING GOES OVER SEALANT). �I SILL 1 SHIM AND ADJUST WINDOW TO ACHIEVE — SQUARE, PLUMB, AND LEVEL CONDITION.USE CORROSION RESISTANT FASTENERS. FASTEN WINDOWS PER WINDOW MANUFACTURER SPECIFICATIONS. SECTION A THROUGH WINDOW FLASHIN SEALANT BEAD BETWEEN FLASHING AND MOUNTING FLANGE. SECURE WRB AT HER FLASHING AT HEAD EXTENDS 1" BEYOND JAMB FLASHING. 7.HEAD FLASHING EMBED BOTTOM OF THE HEAD FLASHING AGAINS THE PREVIOUSLY APPLI SEALANT (FLASHING GO OVER SEALANT). EXTEN A HEAD FLASHING BEYON F EACH JAMB FLASHING. FASTEN IN PLACE. �NT> INTERIOR TOP LEFT CORNER OF WIND 1/2" ABOVE ROUGH OPENING AT HEAD. TUCK TOP OF JAMB FLASHING UNDER THE FLAP OF WRB AT THE HEAD. SEE DIAGRAM. D T ED ES D D IMPORTANT: SELECT ONE OF THE FLASHING METHODS SHOWN ON SHEET Al 03 OR Al 04. CONSULT ARCHITECT IF DEVIATING FROM ONE OF THE METHODS SHOWN. WINDOW INSTALLATION (METHOD WEATHER RESISTIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. STEP FLASHING APPLIED BEHIND THE MOUNTING FLANGE. 1. IN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL & WORKING TOWARDS THE TOP, INSTALL THE WRB TO THE FACE OF THE SHEATHING 2. APPLY SILL FLASHING 3. APPLY JAMB FLASHING c 4. APPLY BEAD OF SEALANT AROUND THE PERIMETER OF THE BACKSIDE (INTERIORINI SURFACE) OF WIJOW MOUNTING FLANGE 4. APPLY A 3/8" NOM. DIA. 5. IMMEDIATELY INSTALL BEAD OF SEALANT TO THE B-1) SECTION A THROUGH WINDOW SEALANT BEAD BETWEEN MOUNTING FLANGE AND FLASHING. WINDOW BACKSIDE (INTERIOR) OF THE AFTER INSTALLATION USING PAN HEAD ;iCREWS TO MOUNTING FLANGE AROUND SEAL ALL CORNERS OF FACILITATE INSPECTION THE ENTIRE PERIMETER. MECHANICALLY JOINED PLACE BEAD IN LINE WITH FRAMES TO SEAL FRAME 6. APPLY BEAD OF SEALANT ANY PRE -PUNCHED HOLES SEAM JUNCTURE. ACROSS THE FACE OF OR SLOTS MOUNTING FLANGIIc AT HEAD 7. APPLY HEAD FLASHING 8. REMOVE PREVIC)USLY APPLIED TAPE, ALLOWING WRB TO LAY FLASHING AT HEAD EXTENDS FLAT OVER HEAD HASHING. "� 1" BEYOND JAMB FLASHING. APPLY NEW SHEA1IrHING TAPE SECURE OVER DIAGONAL CUT- SEE WRB, RB 1 3. JAMEII EXTEND JAn'AB FLASHING TO OVERLAP SILL FLASHING. EXTEND JAMB FLASHING 8 1/2", (220MM) ABOVE ROUGH OPENING A'F HEAD. APPLY TAPE_ AT CORNERS TO TEMPORARILY HOLD FLASHING IN PLACE FASTENERS. FASTEN WINDOWS PER WINDOW MANUFACTURER FASTENER 1. WEATHER SPECIFICATIONS. RESISTANT BARRIER (WRB) AT A 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A DIAGONAL. GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR WRB SURFACE ABOVE. FLASHIN 7. HEAD APPLY A CONT. SEAL ALONG MOUNTING FLANGE AT THE HEAD. FLASHING GOES OVER MOUNTING FLANGE. EMBED BOTTOM OF HEAD FLASHING AGAINST SEALANT (FLASHING GOES OVER SEALANT). EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN PLACE. INTERIOR TOP LEFT CORNER OF WINDOW SYMBOL LEGEND PLAN OR SITE TITLE SCAL 191 A-\SCAL A-102 - REFERENCE R DETAIL TITLE SHEETS WHERE REFERENCE IS CUT A BUILDING ELEVATION A-201 ELEVATION LETTER ELEVATIONS DRAWN ON THIS SHEET A BUILDING AND WALL SECTION A-301 SECTION LETTER SECTION DRAWN ON THIS SHEET D INTERIOR ELEVATION CA -401 A ELEVATION LETTER ELEVATIONS DRAWN ON THIS SHEET B DETAIL 1 DETAIL NUMBER A-501 DETAIL DRAWN ON THIS SHEET 1 DETAIL NUMBER I A-501 DETAIL DRAWN ON THIS SHEET ROOM ROOM NAME AND 101 NUMBER 101 DOOR NUMBER 101 BORROWED LITE REFERENCE <F> WINDOW LEI B AJWC MARKER F PARTITION TYPE NEW WORK 1� DEMOLITION WORK SEE SHEET A- HAZARDOUS MATERIAL INSUL A A-401 CASEWORK (14'-0") REFERENCE HEIGHT ROOM ROOM NAME, NUMBER Al 101 FINISH REFERENCE - SE� LEI B AJWC SHEET A -XXX FOR I GYPSUM 1n NEW WORK 1� DEMOLITION WORK 1� HAZARDOUS MATERIAL INSUL TOILET ACCESSORY O1 NOTE Al REVISION CONTROL OR _0494 CONTROL I wei 5091 BRIC GRAVE CONCRET GYPSUM BOARD CONCRETE MASONRY PLYW00 CONTINUOUS RIGID EART STEE ABBREVIATIONS ADA AMERICANS W/ DISABILITIES GYP GYPSUM AFF ABOVE FINISHED FLOOR GWB GYPSUM WALL BOARD ACOUS ACOUSTICAL INSUL INSULATION ACT ACOUSTICAL CEILING TILE H HEIGHT ALUM ALUMINUM HOR HORIZONTAL APP ROXAPPROXIMATELY MANUF MANUFACTURER BD BOARD MECH MECHANICAL BEJ BUILDING EXPANSION JOINT MIN MINIMUM BTM BOTTOM MO MASONRY OPENING CLR CLEAR MTL METAL CO CLEAN OUT NIC NOT IN CONTRACT CONC CONCRETE NTS NOT TO SCALE COORD COORDINATE OC ON CENTER CMU CONCRETE MASONRY UNIT OH OPPOSITE HAND CONT CONTINUOUS OSB ORIENTED STRAND BOA CJ CONTROL JOINT PLAM PLASTIC LAMINATE D OR DIA DIAMETER PNT PAINT DN DOWN PREFAB PREFABRICATED DS DOWNSPOUT REINF REINFORCED EA EACH RD ROOF DRAIN EWC ELECTRIC WATER COOLER RO ROUGH OPENING EJ EXPANSION JOINT SIM SIMILAR EFS EXTERIOR FINISH SYSTEM SQ SQUARE EIFS EXTERIOR INSULATION SS STAINLESS STEEL FINISH SYSTEM STRUCT STRUCTURAL EQUIP EQUIPMENT TERM TERMINATE EXT EXTERIOR TOS TOP OF STEEL FD FLOOR DRAIN TOM TOP OF MASONRY FRP FIBERGLASS REINFORCED TYP TYPICAL POLYESTER UON UNLESS OTHERWISE FRT FIRE RETARDENT TREATED NOTED FEC FIRE EXTINGUISHER VERT VERTICAL CABINET VCT VINYL COMPOSITION TIL GA GAUGE W WIDTH MARK MACCC ARCHITECTS FORWARD DESIGN. UNPARALLELED EXECUTION. 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com F F4 FCOMARK W. MACCO 7�pl I-- AR96004 ,_0 ,cp, G,t� FRFD P� r MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date SHOPPES OF NORTHSHORE FLASHING DETAILS Project Number ### Date APRIL 25TH, 2019 Drawn By Author Checked By Checker A 104 :tale As indicated WINDOW INSTALLATION (METHOD A) WEATHER RESISTIVE BARRIER (WRB) APPLIED AFTER THE WINDOW INSTALLATION. STEP FLASHING APPLIED OVER THE FACE OF THE MOUNTING 1. APPLY SILL FLASHING FLANGE. SECTION A THROUGH WINDOW 2. APPLY BEAD OF SEALANT SEALANT BEAD AT BACK OF WINDOW SEAL THE WINDOW FRAME TO BEHIND FLANGE & SET WINDOW (PAN OPENING. APPLY A 3/8" NOM. DIA. MOUNTING HEAD SCREWS MUST BE USED BEAD TO THE BACKSIDE (INTERIOR) FLANGE. TO FACILITATE INSPECTION OF THE WINDOW FLANGE, IN LINE WITH ANY PRE -PUNCHED HOLES OR 3. APPLY BEAD OF SEALANT AT SLOTS. _I711 SIDE JAMBS 4. APPLY JAMB FLASHING 3. JAMB 5. APPLY BEAD OF SEALANT APPLY CONT. SEAL TO AT HEAD THE MOUNTING FLANGES AT THE TOP 6. APPLY HEAD FLASHING (HEAD) AND SIDES (JAMBS) 8 1/2" ABOVE THE 7. IN WATER SHEDDING R.O. AT HEAD FASHION, EMBED JAMB FLASHING STARTING AT THE BASE OF INTO SEALANT THE WALL & WORKING AND FASTEN IN PLACE TOWARDS (FLASHING GOES THE TOP, INSTALL ALL THE WRB OVER SEALANT). TO THE FACE OF THE o SHEATHING. TUCK WRB UNDER SILL FLASHING, AND OVER JAMB & HEAD FLASHING 8. WITH SHEATHING TAPE CONNECT /s 4. JAMB EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING. EXTEND JAMB FLASHING 81/2" ABOVE ROUGH OPENING AT HEAD. APPLY TAPE AT CORNERS TO TEMPORARILY HOLD FLASHING IN PLACE UNTIL WRB IS APPLIED SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, PLUMB, AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS. FASTEN WINDOWS PER WINDOW MANUFACTURER FASTENER SPECIFICATIONS. FLASHING DETAILS 1/4" = 1'-0"' SEALANT BEAD BETWEEN SHIN FLASHING AND MOUNTING FLANGE. FLASHING AT HEAD EXTENDS 1" BEYOND JAMB FLASHING. 5. HEAD EMBED BOTTOM OF THE HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT (FLASHING GOES OVER SEALANT). EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN PLACE. INTERIOR TOP LEFT CORNER OF IMPORTANT: SELECT ONE OF THE FLASHING METHODS SHOWN ON SHEET Al 03 OR Al 04. CONSULT ARCHITECT IF DEVIATING FROM ONE OF THE METHODS SHOWN. WINDOW INSTALLATION (METHOD B) STEP 1. APPLY SILL FLASHING 2. APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE & SET'WINDOW (PAN HEAD SCREWS MUST BE USED TO FACILITATE INSPECTION 3. APPLY BEAD OF SEALANT AT SIDE JAMBS 4. APPLY JAMB FLASHING 5. APPLY BEAD OF SEALANT AT HEAD 6. APPLY HEADIFLASHING 7. IN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL & WORKING TOWARDS THE TOP, INSTALL ALL THE WRB TO THE FACE C'IiF THE SHEATHING. TLICK WRB UNDER SILL FLASHING, AND OVER JAMB & HEAD FLASHING 8. WITH SHEATHING TAPE, CONNECT THE WRB TO THE FLASHING (Al 14 SInFS) APPLY A 3/8" NOM. DIA. BEAD OF SEALANT TO THE BACKSIDE (INTI=RIOR) OF THE MOUNTING FLANGE AROUND THE ENTIRE PERIMETER. PLACE BEAD IN LINE WITH ANY PRE -PUNCHED (HOLES OR 2. JAMB EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING. EXTEND JAMB FLASHING 8 1/2" ABOVE ROUGH OPENING AT HEAD. APPLY TAPE AT CORNU=RS TO TEMPORARILY 'HOLD FLASHING IN PLACE UNTIL WRB IS APPLIED. WEATHER RESISTIVE BARRIER (WRB) APPLIED AFTER THE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE AFTER INSTALLATION SEAL ALL CORNERS OF MECHANICALLY JOINED FRAMES TO SEAL FRAME SEAM JUNCTURE. 1 SILL SHIM AND ADJUST WINDOW TO ACHIEVE - SQUARE, PLUMB, AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS. FASTEN WINDOWS PER WINDOW MANUFACTURER FASTENER SPECIFICATIONS. SECTION A THP01 Iru 1A/1n1nn%A/ �7G/1LIilV 1 DC/ -%U DC I VVCtIV MOUNTING FLANGE AND FLASHING. FLASHING AT HEAD EXTENDS 1" BEYOND JAMB FLASHING. 6. HEAD FLASHIN APPLY A CONT. SEAL ALONG MOUNTING FLANGE AT THE HEAD. FLASHING GOES OVER MOUNTING FLANGE. EMBED BOTTOM OF HEAD FLASHING AGAINST SEALANT (FLASHING GOES OVER SEALANT). EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN PLACE. NOTE: FOR TYPE "B", JAMB FLASHING IS 4 Q BEHIND MOUNTING FLANGE. INTERIOR TOP LEFT CORNER OF OCA( AAI 1-1 WALL TYPE AND DIMENSION LEGEND 1/2" OSB 5 1/2" ACTUAL WOOD STUD " VAPOR 1 1/2" GWB BARRIER METAL LATHE SCRATCH COAT a BROWN COAT EXT INT ALL DIMS TAKEN FROM STRUCTURE �FROL DIMS TAKENM STRUCTURE 1/2" OSB " CMU 1" 1/2" GM VAPOR BARRIER 2 METAL LATHE SCRATCH COAT BROWN COAT EXT INT IMS �AKE�NFR`OMSTRUCTUR ALL DIMS TAKEN FROM STRUCTURE 3 1/2" ACTUAL WOOD STUD 1/2" GWB 1/2" GWB 0 ALL DIMS TAKEN FROM STRUCTURE ALL DIMS TAKEN FROM STRUCTURE 2 1/2", 3 1/2", OR 5 1/2" STEEL STUD, U.O.N -:;4 1/2" OR 5/8" GWB 1/2" OR 5/8" GWB U.O.N U.O.N a ALL DIMS TAKEN FROM STRUCTURE ALL DIMS TAKEN FROM STRUCTURE GENERAL NOTE: 1. NOT ALL DETAILS APPLY TO PROJECT. SEE WALL TYPES FOR PROJECT SPECIFIC DETAILS. MARK MACCC ARCHITECTS FORWARD DESIGN. UNPARALLELED EXECUTION. 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com FCOMARK W. MACCO;pO AR96004 ,4_ RFD p,- 1 MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date SHOPPES OF NORTHSHORE FLASHING DETAILS Project Number ##### Date APRIL 25TH, 2019 Drawn By Author Checked By Checker A 105 scale As indicated 9 NOTE: VERIFY ALL EXISTING CONDITIONS IN FIELD. CONSULT ARCHITECT IN CASE OF DISCREPANCIES. EXISTING SIGNAGE TO REMAIN. TO BE REPAINTED W/ NEW LETTERING. STANDARD PLANTER INTERIOR SPACE N.I.C. STANDARD PLANTER 3 STEEL REINFORCED PLANTERS. ALL OTHERS TO BE STANDARD BRICK PLANTERS. 1 A 400 (PARKING TO REMAIN) (PARKING TO REMAIN) N. I. C. KA'4 01 4 FIRST FLOOR �--- A 300 1/16" = 1'-0" L i EE 1 A 400 NEW LEDA SCONCE LIGHTS ON COLUMNS, STRIP EXISTING COLUMNS AND SEE SPEC. SHEET ADD NEW BRICK. SMOOTH F 100, TYP. FINISH.PAINT BM #OC -85, TYP. EXISTING SLOPED VERIFY DIMENSIONS PEDESTRIAN ACCESS -1\\ 4 - - IN FIELD NEW REINFORCED 9'-6" PLANTERS -\/ L � I FIRST FLOOR - Callout 1 Ln 1/4" = 1'-0" 4 00 0 2' 4' 8' NORTH SCALE: 1/4" = V-0" MARK MACCC ARCHITECTS FORWARD DESIGN. UNPARALLELED EXECUTION. 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com F P4 - FCO -MARK W. MACCO 50 AR96004 ,tw iso G�� �qFD p•P► MARK MACCO., AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date SHOPPES OF NORTHSHORE FIRST FLOOR PLAN Project Number Date APRIL 25TH 2019 Drawn By Author Checked By Checker A 200 Scale As indicated c N LO rn 0 N N NOTE: VERIFY ALL EXISTING CC INFIELD. ELD. CONSULT ARCHITECI OF DISCREPANCIES. 0 2' 4' 8' SCALE: 1/4" = 1'-0" Ii I 2 WEST _ 200 1/4- = 1'-0" EAST 1/410 = 1'-0" TOP PLATE 12'-0" _FIRST FLOOR 0" TOP PLATE 12'-0-0" FIRST FLOOR o" MARK MACCC ARCHITECTS FORWARD DESIGN. UNPARALLELED EXECUTION. 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com .�� OF Fro Co MARK W. MACCO7 0AR96004 4� , ip BRED ASG MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date 'I SHOPPES OF NORTHSHORE ELEVATIONS Project Number ##### Date APRIL 25TH, 2019 Drawn By Author Checked By Checker A 300 Sca le 1/411 = 1 '-0" c NOTE: VERIFY ALL EXISTING CONDITIONS IN FIELD. CONSULT ARCHITECT IN CASE OF DISCREPANCIES. EXISTING STAND MTL ROOF TO RE PNTD. MTL COPIP BM # 2124-50. NEW SIGNAGE Bl W/_PNTD. SHIPLA PNTD. BM 2124-5( (REMOVE ALL SIC AND LATTI FROM EXIS NEW LEDA ON COLUM SHEET F 10 NEW STEEL PLANTERS. PAINT BM BRICK OVE COLUMNS. PAINT BM CE DE( TING E SCON NS, SE 0, TYP REINI BRICH #OC -85, R EXIS SM00 #OC -85, FAral PLATE 12'-0" NORTH 1/16" = 1'-0" K�2 rT'� 301 2 ?30 302 /---------------------------------------------- ---------------- �i!' -------------------- ------------------ 1 SOUTH 200 —1/16" = 1 P PLATE 12'-0-0" F FLOOR 0" 2 SOUTH - Callout 1 A 301 1/4" = 1'-0" 0 2' 4' 8' SCALE: 1/4" = 1'-0" TOP PLATE 12'-0" _ FIRST FLOOR 0" MARK MACCC ARC H ITECTS FORWARD DESIGN. UNPARALLELED EXECUTION. 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Into@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com CMAA OF FSOCW. MA,CCO7 M f– (m,'� AR96004 40- . ftD P9� MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description FDate SHOPPES OF NORTHSHORE ELEVATION7S Project Number ##### Date APRIL 25TH, 2019 Drawn By Author Checked By Checker 301 �b Scale As indicated NOTE: VERIFY ALL EXISTING CONDITIONS IN FIELD. CONSULT ARCHITECT IN OF DISCREPANCIES. 0 2' 4' 8' SCALE: 1/4" = V-0" Section 1 1A i00 1/4" = 1'-0" EXISTING BEAM, ALL EXISTING LATTICE DECORATION AND SIGNAI TO BE REMOVED I ) \I,------ --/ I 1 I F 100 MTL. ROOF CRICKET WITH I EXTENT OF EXISTING ROOF VAI I FY FI A.R.P r)\/PPI GD --1 I Section 1 - Signage Buildout, T 1" = 1'-0" PAINTED MTL. COPING AT SIGNAGE BM # 2124-50. (SEE SHEET F 100) NEW SIGNAGE TO BE RAISED & BACK LIT LETTERS, SUBMIT SAMPLE TO ARCHITECT NEW SIGNAGE BUILD -OUT W/ PNTD. SHIPLAP SIDING PNTD. BM #2124-50. (REMOVE ALL SIGNAGE AND LATTICE DECORATION FROM EXISTING BEAM) EXTEND 1/2" FRO DRIP EDGE FRAMING AS REQUIRED HARDI E SOFFIT, TYP. TOP PLATE 12'-0" TOP PLATE 12'-0" FIRST FLOOR_ 0" MARK MACCC ARCHITECTS FORWARD DESIGN. UNPARALLELED EXECUTION. 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info(,@-MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com OF i Co MARK W. MACCO7 M F- M 0 AR96004 �Au D P� r MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date SHOPPES QF NORTHSHORE SECTIONS Project Number ##### Date APRIL 25TH, 2019 Drawn By Author Checked By Checker A 00 Scale As indicated REF. CEILING NOTES 1. REFER TO THIS SHEET FOR ELECTRICAL SYMBOLS. 2. ALL LIGHTS TO BE ON DIMMER SWITCHES EXCEPT: ALL CLOSETS, (EXCEPT MASTER CLOSET) SHOWER, WATER CLOSET LIGHT, ALL GARAGE INTERIOR FLOURESCENTS, FRONT ENTRANCE AND FRONT GARAGE SCONCE LIGHTS. EXTERIOR SCONCE LIGHTS, UTILITY RM LIGHTS. 3. ALL SMOKE DETECTORS TO BE CEILING MOUNTED. 4. ALL SCONCES TO BE MOUNTED AT 6'-6" AFF. 5. ALL BATHROOM SCONCES TO BE MOUNTED AT 6"-0" AFF 6. ALL SWITCHES TO BE MOUNTED AT 36" AFF UNLESS ABOVE A COUNTER SURFACE OR OTHERWISE NOTED. 36" MARK MEASURED TO THE BOTTOM OF THE HOUSING. 7. HVAC VENTS ARE APPROXIMATE IN THIS PLAN. CONSULT ARCHITECT AND HVAC SUB FOR VENT PLACEMENT IN FIELD. 8. REVIEW PLAN FOR 4"& 6" LED CAN PLACEMENT. USE APPARENT CENTER LINES, AS DIMENSIONS ARE NOT PROVIDED. 9. THIS DRAWING ONLY CAN BE SCALED FOR LIGHT PLACEMENT. 10. ALL FLUORESCENT FIXTURES ARE TO BE DELUXE WHITE IN COLOR INDEX. 11. SMOOTH CEILING THROUGHOUT. NO KNOCK DOWN FINISH ANYWHERE. ELECTRICAL NOTES 1. REFER TO THIS SHEET FOR ELECTRICAL SYMBOLS. 2. RECEPTACLES ARE TO BE MOUNTED HORIZONTALLY 8" MEASURED TO BOTTOM OF HOUSING. UNLESS OTHERWISE NOTED. 3. REFER TO PLAN FOR RECEPTICAL TYPE AND HEIGHT ABOVE COMFORT HEIGHT COUNTER TOPS. REFER TO CABINET DRAWINGS, NOT INCLUDED IN THIS SET FOR CONFIRMATION. 4. SEE MANUFACTURER SPECIFICATIONS FOR TANKLESS WATER HEATER POWER REQUIREMENTS. 5. SEE KITCHEN DRAWINGS FOR ELECTRICAL REQUIREMENTS FOR KITCHEN. MAY VARY FROM ARCHITECTURAL DWGS. 6. INTERIOR 4" RECESSEED LIGHTING ON FIRST LEVEL TO BE DIMMABLE, LED W/ A WARM COLOR INDEX. 7. IMPORTANT: ALL SWITCHES TO BE MOUNTED AT 36" AFF. UNLESS ABOVE A COUNTER OR OTHERWISE NOTED. 8. ALL LOW VOLTAGE TRANSFORMERS ARE TO BE HIDDEN IN SOFFITS OR ADJACENT SPACES, NOT TO BE A PART OF THE FIXTURE HOUSING. CONSULT W/ ARCHITECT FOR TRANSFORMER PLACEMENT. 9. 6" EXTERIOR RECESSED EAVE CANS TO BE COMPACT FLOURESCENT FIXTURES. 4" SAVE LIGHTS TO BE LED. 10. MOUNT ALL VANITY LIGHTS ABOVE MIRRORS THAT ARE CALLED FOR AT 7'-0" AFF. 4� NORTH 0 2' 4' 8' SCALE: 1/4" = 1'-0" REW LIGH' LIGH' NEW LEDA SCONCE LIGHTS ON COLUMNS, SEE SPEC, SHEET F 100, TYP. 'tx RCP ELECTRICAL PLAN - Callout 1 1/4" = 1'-0" LEDA SCONCE "„, , ;SON COLUMNS, SEE SPEC. SHEET F 100, TYP. FIRST FLOOR ELECTRICAL PLAN 1/16" = l'-0" MOUNTED SPOT LIGHTS ELECTRICAL SYMBOL T DATA / SWITCH DUPLEX OUTLET QUAD 0 TELEVISIO DUPLEX GROUND gfi FAULT DUPLEX OUTLET 42" 42" AFF 'P DUPLEX OUTLET 42" AFF, GROUND AFF GF' FAULT INTERRUPTION FLOOR OUTLET ® CEILING MOUNTED FAN, NO co CEILING MOUNTED CARBON MONOXIDE DETECTOR so CEILING MOUNTED SMOKE DETECTOR • PENDANT • 2" DIAMETER RECESSED PUCK LIGHT Q WALL MOUNTED LIGHT, SCONCE OR OVERHEAD 0„ 6" RECESSED CAN LIGHT, LED, HALOGEN OR FLUORESCENT 4" RECESSED CAN LIGHT, LED, HALOGEN OR FLUORESCENT SURFACE MOUNTED LIGHT, LED, HALOGEN OR FLUORESCENT 0 WALL WASHER, LED OR HALOGEN 4'X 2' CEILING MOUNTED FLUORESCENT FIXTURE ---------- HARDWIRED LED ROPE LIGHT CEILING FAN, NO LIGHT P� WALL MOUNTED POOL CONTROLS PNL BOX PANEL BOX NATURAL GAS VALVE HVAC SUPPLY GRILLE HVAC RETURN MARK MACCC ARCHITECTS FORWARD DESIGN. UNPARALLELED EXECUTION. 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com OF F4 ►CO MARK W. MA)07; � AR9600 MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date SHOPPES OF NORTHSHORE FIRST FLOOR RCP — ELECTRICAL Project Number --Date APRIL 25TH, 2019 Drawn By Author Checked By Checked E 200 Sca le As indicated .1 rn f 0t. UJ Z 0 UJ U I L Co J O U W 0 w U ' LU J/IILY R. LOCATION SMITH MFG. CO.° MEMBER OF MORRIS GROUP INTERNATIONAL POST OFFICE BOX 3237 MONTGOMERY,ALABAMA 36100-0287 (USA) TEL 334-277-6520 FAX: 334-272-7396—j..ith.com a MEMBER OF: "..w.n✓d DOWNSPOUT NOZZLE FUNCTION: Used as a parapet overflow or at the base of a wall where a concealed leader discharges rainwater to ground. Nozzle design diverts water away from building, eliminating wall stains. Wall flange covers rough opening. (3) Mounting Holes At 1200 5/8(16) NOTE: Pipe (Leader) must extend peat the face of the finished wall in order to install the wall flange and attach the downspout nozzle. Dimension shall be field determined by installer. NOTE: Di pensions shown in parentheses are in millimeters. REGULXRLY FURNISHED: Cast Brc nze Nozzle and Flange, Machined Nozzle Slides Over PVC anci Cast Iron Pipe. I REV. Fig. 1771 A = Pipe 55/8(143) 03 04 Finished Wall 21/16 (52) 2) - 10 12 Size - - Slides Over (100) Set Screws (150) - PVC and Cast Iron Pipe (305) B= DIA 23/4 4 5 6 r------ B 11 1/8 131/4 i A (100) (125) _ (185) (235) (283) (335) C= RAD ��� 2 (51) 37/8 Pipe Leader (By Others) 5 See Note. 71/4 Wall Flange Fig. 1771 A = Pipe 02 03 04 05 06 08 10 12 Size (50) (75) (100) (1.25) (150) (200) (250) (305) B= DIA 23/4 4 5 6 71/4 91/4 11 1/8 131/4 (70) (100) (125) (150) (185) (235) (283) (335) C= RAD 23/4 31/2 37/8 43/8 5 5 7/8 71/4 8 (70) (89) (98) (111) (125) (149) (185) (205) VARIATIONS: Bird Screen -BS OPTIONAL MATERIALS: Nickel Bronze -NB Polished Bronze -PB WEIGHT VOLUME FIGURE NUMBER POUNDS CUBIC FEET DESCRIPTION BY CKD. BY 1771 QWARNING: Cancer and Reproductive Harm - www.P65Warnings.ca.gov Mayor-inalse OC -85 Chantilly Lace 2121-70 Bunny Gray 2122A.-5; • . Outdoor OxygenBy s g Product Options Size: Shall, Large Details • White acrylic diffuser is extruded 118" thick • Installs on 4" octagonal junction box • Approved For vertical mounting only • Finish Satin Nickel • Material: Stainless Steel • Shade Material: Matte White Acrylic • UL Listed Wet • Made in China Dimensions Small Option Fixture: Width 7.25", Height 16;5", Depth 4.75" Large Option Fixture: Width 7.25", Height 21.75" Depth 4.75" Lighting • Small Option: Two 13 Watt (900 Lumens)120 Volt/277 Volt G24g-14-Fn Base Fluorescent Lamp(s) (Not Included) • Large Option: Two 26 Watt (1825 Lumens) 120 Volt/277 Volt G24q-3 4 -Pin Bose Fluorescent Lamp(s) (Not Included) Additional Details Product URL: https://www.lumens.corn/leda-outdoor-wall-sconce-by-o- ygen-lighting-OXYP109353.html Rating; UL Lasted Wet Product ID: OXYP109353 Prepared by: Prepared for: Project: Roam: Placement: Approval: Created April 18th, 2019 OUROso-LAST 4 THE WORLDS BEST ROOF.;;: Coping cap Metal cleat —� \ Fasten Exceptional© Metals metal cleat with hexhead screws and neoprene washers at 12 inches on center, max. (Notes 3, 4) Shim as needed for support Splice plate not shown (Note 2) .. L U M E N Call Us 877,445.4486 Shown in Small size Notes; SPEC. LARGE OPTION DETAIL 6052 Roofing nails fastened 12 inches on center, max. (Note 3) Wood Nailer (Note 5) Approved Fasten Exceptional Metals coping cap with hexhead screws and neoprene washers at substrate 24 inches on center, max. (Notes 3, 4) Note 1: All coping cap joints must utilize a 6 -inch concealed splice plate. Note 2: Refer to Detail Drawing 6053 for splice plate installation instructions. Note 3: All fasteners must penetrate into nailer by a minimum of 1-1/2 inches. Note 4: Fasten other manufacturers' products per manufacturer's specifications. Note 5: Wood nailers must withstand a minimum force of 180 pounds per lineal foot (per building code). Any pull values greater than 270 pounds will allow for a fastener spacing of 18 inches on center. Pull values less than 270 pounds will require additional fasteners. The installing contractor is responsible for meeting building codes. REVISED: 06/05/2017 PARAPET WALL DETAIL FOR MECHANICALLY FASTENED SYSTEMS PREVIOUS: 02/02/2017 CANTED COPING WITH CONTINUOUS CLEAT SCALE: NONE NEW CONSTRUCTION OR RE -ROOF ri_ COPING DETAIL A 400 NTS 1 � IW MARK MACCC ARCHITECTS FORWARD DESIGN. UNPARALLELED EXECUTION. 472 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904.249 -ARCH (2724) www.MaccoArchitects.com .<t' ®F 110 �4` v ltCoMARK W. MAC7 A10-196004 ,.4-4 D MARK MACCO, AIA NCARB FLORIDA REGISTRATION: # AR96004 TENNESSEE REGISTRATION: # 105588 No. Description Date SHOPPES OF NORTHSHORE SPEC. SHEET Project Number ##### Date APRIL 25TH, 2019 Drawn By Author Checked By Checker F 100 Scale NTS M co 6 oN LO N d'