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DRAWINGS3280 OLDB""FOYNTON BEACH ROAD BO"TON BEAP , --,%./H, FLORIDA EXISTING WAL-MART PARKING SITS ALAN 1 _ 20, + 0, NORTH E 20' 40' 80) S89°50'04"W OLD BOYNTON ROAD I PXCTEL STAK N'' SNAKE I Q RETL•NT10N m n IC?�TC'G soNNrssAR•e.a I 47 PARKING LOT RETENTION WAL-MART l SUPERCENTER L BEACH BOULEVARD KEY PLAN NOT TO SCALE NORTH LOCATION MAP OWNER - Dr. Michael L. Levine, M.D., F.A.C.S. 1325 S. Congress Avenue Suite 103 Boynton Beach, FL 334.26 561-600-5236 (voice) ARCHITECT: DZA ASSOCIATES, INC. ILLINOIS OFFICE: 17W220 22nd Street, Suite 440 Oakbrook Terrace IL 60151 630-993--0180 voice) 630-w993--0181 fox) ON i - AUTHORITIES HAVING JURISDIC"TI IM +FLORIL OFFICE: 258 S,E. 6th Avenue, Suite 3 Delray Beach, FL 33453 561-330-0826 (voice) 561-330--9707 (fax) ■ CITY OF BOYNTON BEACH ■ CITY OF BOYNTON BEACH PLANNING, ZONING AND BUILDING FIRE PREVENTION BUREAU / FIRE MARSHALL 100 E. BOYNTON BEACH BLVD, 100 E. BOYNTON BEACH BLVD. BOYNTON BEACH, FL 33425-0.310 BOYNTON BEACH, FL 33425—•0310 { F Q- - EXT i NTS not to scale PARTITION TYPE ALT $$ FT FTG foot/feet footing OC - PROjr;:CT LO' CATION15 ALUM aluminum ° foundation OPG OPP opening opposite A.B. A.B anchor belt anodized GA GALV gage, gouge OD outside diameter BOY It architect (ural) GL galvanized glass, glazing 'Oki overhead BRG BIT breoring Incus GC GB < ' general contract (or) PART panel partition BLK block GYP . BD. grab bar gypsum board PLA. LAM. plastic laminate Po BLKG BS Its HCP. ,- HVAC handicap QT plate quarry the pdi BOT B/ r HT air conditioning RAD RA i ocearloi 3 HC height hollow core REV RD revise s Ion (ion) BRK OWNER - Dr. Michael L. Levine, M.D., F.A.C.S. 1325 S. Congress Avenue Suite 103 Boynton Beach, FL 334.26 561-600-5236 (voice) ARCHITECT: DZA ASSOCIATES, INC. ILLINOIS OFFICE: 17W220 22nd Street, Suite 440 Oakbrook Terrace IL 60151 630-993--0180 voice) 630-w993--0181 fox) ON i - AUTHORITIES HAVING JURISDIC"TI IM +FLORIL OFFICE: 258 S,E. 6th Avenue, Suite 3 Delray Beach, FL 33453 561-330-0826 (voice) 561-330--9707 (fax) ■ CITY OF BOYNTON BEACH ■ CITY OF BOYNTON BEACH PLANNING, ZONING AND BUILDING FIRE PREVENTION BUREAU / FIRE MARSHALL 100 E. BOYNTON BEACH BLVD, 100 E. BOYNTON BEACH BLVD. BOYNTON BEACH, FL 33425-0.310 BOYNTON BEACH, FL 33425—•0310 �1_.. AE DESCRIPTION # DETAIL NUMBER SHEET NUMBER INTERIOR ELEVATION NUMBER A SHEET NUMBER WALL SECTION NUMBER AI SHEET NUMBER DRAWING INDEX ARCHITECTURAL T1.0 TITLE SHEET A1.0 FLOOR PLAN, SCHEDULES AND NOTES A2.0 NORTH ELEVATION, DETAILS AND NOTES A3.0 PROJECT SPECIFICATIONS J O 01 MARK AFF ACOUS above finished floor acoustical EXT exterior NTS not to scale PARTITION TYPE ALT alternate FT FTG foot/feet footing OC on centers ) 16.073 ALUM aluminum FND foundation OPG OPP opening opposite A.B. A.B anchor belt anodized GA GALV gage, gouge OD outside diameter ARCH architect (ural) GL galvanized glass, glazing OH PNL overhead BRG BIT breoring Incus GC GB < ' general contract (or) PART panel partition BLK block GYP . BD. grab bar gypsum board PLA. LAM. plastic laminate BLKG BS blocking both" sides HCP. ,- HVAC handicap QT plate quarry the pdi BOT B/ bottom bottom of HT air conditioning RAD RA us return air scifiY� w HC height hollow core REV RD revise s Ion (ion) BRK brick HM hollow metal RO roof drain rough opening BLDG building HORN horizontal SCHED CLG ceiling HB hose bibb schedule CT ceramic tile INCL include (d), (ing) SECT section CLR clear (once) ID inside diameter SIM similar COL column INSUL insulate (d), (ing) SC solid core CONC concrete INT interior SPEC specification (s) CMU concrete masonry INV invert SO square unit JC janitor's closet STL steel CONST construction LAM laminate STRUC structural CONTR contrac ,(or) LAV lavatory SUSP suspended C.J. control joint LH left hand T/ top of CONT continuous MFR manufacture (er) (specify material) DIAM diameter MAS mason TYP typical DIM dimension MO masonry opening VD vapor barrier DS downspout MAT material (s) VCT vinyl composite tile DWG drawings MECH mechanical VERT vertical DF drinking fountain MET metal WC water closet ELEC electric MIN" minimum WWF welded wire fabric ELEV elevation MISC miscellaneous WO without E4 equal NOM nominal WD wood EXIST existing NIC not in contract WH water heater �1_.. AE DESCRIPTION # DETAIL NUMBER SHEET NUMBER INTERIOR ELEVATION NUMBER A SHEET NUMBER WALL SECTION NUMBER AI SHEET NUMBER DRAWING INDEX ARCHITECTURAL T1.0 TITLE SHEET A1.0 FLOOR PLAN, SCHEDULES AND NOTES A2.0 NORTH ELEVATION, DETAILS AND NOTES A3.0 PROJECT SPECIFICATIONS J O 01 MARK DESC;RIPL1 N Doo: DOOR NUMBER # MATERIAL FINISH NUMBER F— p--#]-- �—°I""'"" PARTITION TYPE T OF BEARING EL. +Q'—O HEIGHT A COLUMN/GRID LINE e D*Z0,A ASSOCIATES, INC, FL, LIC. #AA0003104 258 S.E. 6th Avenue Suite 3 Delray Beach, Florida 33483 Phone•561.330.0826 Fax 561.330.9707 2625 Butterfield Road Suite 233N Oak Brook, Illinois 60523 Phone• 630.23+3.1020 ww�v.dzarch.eom L16 D•Z•A ASSOCIATES, INC. E ARCHITECT SHALL 9E DEEMED THE AUTHOR OF'ESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, ATUTORY AND OTHER FLIGHTS, INCLUDING COPYRIGHT. Rev. No. Dowiption Doo: Cil/01 /16 ISSUED FOR BID AND PERMIT 07 01 / /1Q T 1.O Project No.: Redd. By: 16.073 R.D. N W I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED UNDER MY SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, COMPLY WITH THE APPLICABLE CODES AND ORDINANCES OF THE CITY OF BOYNTON BEACH AND THE STATE OF FLORIDA, l r P I SIGNATURE LIG XPIRATION WINDOW ADDITION ONLY FOR: DR. LEVINE MEDICAL QFFICE 13280 OLD BOYNTON BEACH I BOYNTON BEACH, FLORIDA TITLE SHEET Dote: Drcn By Sheet No,: Cil/01 /16 J.M. T 1.O Project No.: Redd. By: 16.073 R.D. (PAVER SIDEWALK) (PAVER SIDEWALK) (PAVER SIDEWALK) FLOOR PLAN - INTERIOR RENOVATION 3/16" = 1$—Opp NORTH • G.C4 TO SUPPLY AND INSTALL INTERIOR WINDOW TREATMENTS AT ALL NEW AND EXISITNG WINDOWS. COORDINATE DESIGN INTENTIONS AND MATERIAL SELECTIONS WITH OWNER. OMIT INTERIOR WINDOW TREATMENTS AT SIM, CONDITION. NEW OPENING FOR NEW WINDOW. NEW WINDOW TO BE MISSLE IMPACT GLAZING. SEE SCHEDULE THIS SHEET AND DETAILS ON A2.0, GENERAL NOTES 1, TAPE, 'MUD' AND SAND ALL NEW GYP. BD. PARTITIONS. 2. PROVIDE LEVEL 5 FINISH ON ALL NEW PARTITIONS. 3. INSTALL DRYWALL IN ACCORDANCE WITH THE CURRENT VERSION Or UNITED STATES GYPSUM WALL CONSTRUCTION HANDBOOK ASTM 0645, ASTM C754, AND ASTM C840, MOST STRINGENT REQUIREMENTS. 4. INSTALL USG 'MOLD TOUGH' GYP. BID. PANELS IN PLUMBING WALLS AND WET AREAS. 5. PROVIDE 'DUROCK' CEMENT 9D, BEHIND ALL CERAMIC/ PORCELAIN AND CLASS TILE WALLS. MARK LOCATION DESCRIPTION 5/8" GYP, BID. ON ONE SIDE OF 1 5/8" METAL STUDS (25 GA,) 0 16" O,C. El EXTERIOR WITH 1" RIGID INSULATION (R-4.0; POLYISOCYANU RATE) BETWEEN FURRING FURRING MEMBERS, EXTEND PARTITION FROM FINISH FLOOR TO UNDERSIDE OF ROOF FRAMING MEMBERS ABOVE. PROVIDE 6 MIL. VAPOR BARRIER ON WARM SIDE.] �• r AARK DESCRIPTION FL 14218.3 (LMI) LOCATION 118 487 x48"T (1/4" TEMP.) NOA PROVIDED BY G.C. EXISTING ENTRANCE AREA (NORTH) N CONFORM WITH ASCE 7-10 If CONFORM WITH THE FBC 2014 (FIFTH) EDITION. —1603 AND 1609 INCLUSIVE FBC — 10 170 MPH; EXPOSURE C WINDLOADS CDOZOA ASSOCIATES, INC, FL, LIC. #AA0003104 258 $1. 6th Avenue Suite 3 Delray Beach, Florida 33483 Phone- 561- 330- 0826 Fax 561-330,9707 2625 Butterfield Road Suite 233N Oak Brook, Illinois 60523 Phone*630-230-1020 www.dzarch.com 2016 D -Z -A ASSOCIATES, INC, THE ARCHITECT SHALL SE DEEMED THE AUTHO,:ROF THESE DOCUMENTS AND IX41TINCLUDING A& COMMON LXJ. , I � , HT STATUTORY AND OTHER NI AU COPYRIGHT. Rev. NO. Desoription Date. 07/01/16 ISSUED FOR BID AND PERMIT 07/01/16 A1.0 I 0 Project No.: Rev'd. Br 16.073 - R,D. I ---- AREA Off" WOT K: NEW WINDOW It XISTING WALL; CONSTRUCTION. CY) "7 J-- ry --- ------- L-#8 I ��I -i 0 L 4M E (PAVER SIDEWALK) (PAVER SIDEWALK) FLOOR PLAN - INTERIOR RENOVATION 3/16" = 1$—Opp NORTH • G.C4 TO SUPPLY AND INSTALL INTERIOR WINDOW TREATMENTS AT ALL NEW AND EXISITNG WINDOWS. COORDINATE DESIGN INTENTIONS AND MATERIAL SELECTIONS WITH OWNER. OMIT INTERIOR WINDOW TREATMENTS AT SIM, CONDITION. NEW OPENING FOR NEW WINDOW. NEW WINDOW TO BE MISSLE IMPACT GLAZING. SEE SCHEDULE THIS SHEET AND DETAILS ON A2.0, GENERAL NOTES 1, TAPE, 'MUD' AND SAND ALL NEW GYP. BD. PARTITIONS. 2. PROVIDE LEVEL 5 FINISH ON ALL NEW PARTITIONS. 3. INSTALL DRYWALL IN ACCORDANCE WITH THE CURRENT VERSION Or UNITED STATES GYPSUM WALL CONSTRUCTION HANDBOOK ASTM 0645, ASTM C754, AND ASTM C840, MOST STRINGENT REQUIREMENTS. 4. INSTALL USG 'MOLD TOUGH' GYP. BID. PANELS IN PLUMBING WALLS AND WET AREAS. 5. PROVIDE 'DUROCK' CEMENT 9D, BEHIND ALL CERAMIC/ PORCELAIN AND CLASS TILE WALLS. MARK LOCATION DESCRIPTION 5/8" GYP, BID. ON ONE SIDE OF 1 5/8" METAL STUDS (25 GA,) 0 16" O,C. El EXTERIOR WITH 1" RIGID INSULATION (R-4.0; POLYISOCYANU RATE) BETWEEN FURRING FURRING MEMBERS, EXTEND PARTITION FROM FINISH FLOOR TO UNDERSIDE OF ROOF FRAMING MEMBERS ABOVE. PROVIDE 6 MIL. VAPOR BARRIER ON WARM SIDE.] �• r AARK DESCRIPTION FL 14218.3 (LMI) LOCATION 118 487 x48"T (1/4" TEMP.) NOA PROVIDED BY G.C. EXISTING ENTRANCE AREA (NORTH) N CONFORM WITH ASCE 7-10 If CONFORM WITH THE FBC 2014 (FIFTH) EDITION. —1603 AND 1609 INCLUSIVE FBC — 10 170 MPH; EXPOSURE C WINDLOADS CDOZOA ASSOCIATES, INC, FL, LIC. #AA0003104 258 $1. 6th Avenue Suite 3 Delray Beach, Florida 33483 Phone- 561- 330- 0826 Fax 561-330,9707 2625 Butterfield Road Suite 233N Oak Brook, Illinois 60523 Phone*630-230-1020 www.dzarch.com 2016 D -Z -A ASSOCIATES, INC, THE ARCHITECT SHALL SE DEEMED THE AUTHO,:ROF THESE DOCUMENTS AND IX41TINCLUDING A& COMMON LXJ. , I � , HT STATUTORY AND OTHER NI AU COPYRIGHT. Rev. NO. Desoription Date. 07/01/16 ISSUED FOR BID AND PERMIT 07/01/16 A1.0 I 0 Project No.: Rev'd. Br 16.073 - R,D. I ---- WINDOW ADDITION ONLY FOR: DR. LEVINE MEDICAL OFFICE 3280 OLD BOYNTON BEACH BOYNTON BEACH, FLORIDA FLOOR PLAN, SCHEDU AND NOTES Date: Drown Sheet No.: 07/01/16 J.M. A1.0 I 0 Project No.: Rev'd. Br 16.073 - R,D. I ---- GENERA. NOTES fi 1. ALL ROOFTOP EQUIPMENT IS TO BE COMPLETELY SCREENED FROM VIEW AT A MINIMUM DISTANCE OF 600 FT. (CHAPTER 9, SECTION 11.E), 2. ALL EQUIPMENT LOCATED ON THE EXTERIOR WALLS OF THE BUILDING IS 4 "I TO BE PAINTED TO- MATCH THE WALL COLOR BEHIND (CHAPTER 9, F SECTION 10,C.4), EXTERIOR, WALL MOUNTED LIGHT FIXTURES, r DECORATIVE OR OTHERWISE ARE NOT TO BE PAINTED, FINISH ON LIGHT FIXTURES IS TO BE DETERMINED. r 3. ALL SURFACES TO BE PAINTED ARE TO BE PROPERLY CLEANED AND PREPARED FOR PAINT APPLICATION. ALL SURFACES TO BE PAINTED ARE TO RECEIVE A MINIMUM OF (1) ONE COAT OF EXTERIOR GRADE PRIMER AND (2) TWO COATS OF EXTERIOR GRADE PAINT. ASSOCIATES, INC. FL,. LIC, #kAA00031 Q4 4. THE EXTERIOR WALL OPENINGS AND EXTERIOR WALL CONSTRUCTION ARE 258 $.E. 6th Avenue Suite 3 TO COMPLY WITH TABLE 704.8 WITHIN FBC 201 O. Delray Beach, Florida 33483 Phone•561-330.0826 Fax 561.330+9707 2625 Butterfield Road Suite 233N Oak Brook, Illinois 60523 Phone- 630-230.1020 www,dzarcti.com SIGNAG*E / \ N Iwo � Y � I.ry. I T THE ARCHITECT CT SHALL E THE ARGHITEGT SHALT. 8E DEEMED THE AUTHOR O<= THESE DOCUMENTS AND SHALL, RETAIN ALL COMMON LAW, STATUTORY AND OTHER FLIGHTS, INCLUDING COPYRIGHT. 1, ALL EXTERIOR WALL SIIGNAGE 1S SUBJECT TO REVIEW AND APPROVAL Rev. Na. Desoription Dates FROM THE PLANNING AND DEVELOPMENT BOARD. A& ISSUED FOR 07/01/16 2, ALL SIGNAGE IS TO COMPLY WITH ALL CODE REQUIREMENTS, BID AND PERMIT INCLUDING DIMENSIONS, FINISHES AND LETTER COLORS, 0 WALL SIGNAGE �-TENANT WALL SIGNAGE NOT TO EXCEED 40 SQUARE FEET PER TENANT SPACE. LETTERS TO BE BACKLIT AND BLACK IN COLOR, NOT I H TO EXCEED +2'�-8,' N HEIGHT. - _ IMPACT RESISTANT SYSTEM +.tam}:1T - r-r1r r �� . a� '�r-.. ALL GLAZING/SYSTEMS SHALL BE IMPACT RESISTANT (L,M.I), USE ...' ::... � � .�I !� i ! 1 �� .-11 -1 ,y ,� _r, i �� i��,:'� �: ' �..: AND CNFQRM WITH THE FOLLOWING: , ,1 . �i TINTED GLASS A C� 3 0 NOA: 10-0902;06 0 FBC 14218.3 --- i N CONFORM WITH ASCE 7-10 ., ., ., . • .., -- -- ----- - _ __-- _-_— __- _-- 8 CONFORM WITH THE FBC 2010 EDITION. - - - — -1603 AN INCLUSIVE D 1600 VE FBC — 10 •: • ', ., . — L I . •----��_ _. __ -_ -- •x-170 MPH; EXPOSURE C WINDLOADS ' t T CONC, FLOOR SLAM ' » COLOR SCHE U E 2 C MARK DESCRIPTION PAINT: BENJAMIN MOORE #951 'BEIGE' 1 NORTH ELEVATION - FBI PAINT: BENJAMIN MOORE #1223 'BROWN' 3/16" = 1'-0" LJ PAINT: BENJAMIN MOORE #869 'CREAM' PAINT: BENJAMIN MOORE 'WHITE' (MATCH EXISTING COLOR) PAINT: BENJAMIN MOORE #869 'CREAM' L 1 MANUFACTURER'S STANDARD COLOR: WHITE m fa G.C. TO VERIFY ALL FINAL COLORS AND FINISHES WITH OWNER PRIOR TO ORDERING MATERIALS OR COMPLETING THE WORK, ELEVATION KEYNOTE EPDXY GROUT 5x38" DOWEL INTO _ WINDOW ADDITION ONLY EXISTING CMU BEAM/ HEADER ABOVE. (30" INTO NEW CMU).�� EXISTING PREFINISHED METAL WINDOW LOUVER, TYPICAL. PAINT. FOR: I ' I EXISTING CLERESTORY WINDOW TO REMAIN AT SIM. CONDITION. EXISTING TYPICAL CO HORIZONTAL ACCENT BAND, PATCH/ REPAIR AND 171 PAINTDM VI NEW PRECAST LINTEL AS MANUF, NEW EXTERIOR WALL FURRING. SEE TU FIXTURE. 'j`� ("� BY CAST—CRETE, INC. 3 500PS1 PARTITION SCHEDULE ON SHEET A3.0. OFFICE F7 EXISTING PREFINISHED ORNAMENTAL LIGHT F>l./�t✓ %, "( CON C.) REWORK EXISTING PREFINISHED METAL WINDOW LOUVER, TYPICAL TO i — ---- --- - ' = ACCOMMODATE NEIN WINDOW. PAINT. I. i� _-ri I ----- .. PROVIDE 241 #5 DOWEL EPDXY SET ---GROUT SOLID" EACH SIDE --- _ INTO EXISTING CMU f PRECAST LINTEL ABOVE. OPEN GROUT CORES SOLID ABOVE NEW PROVIDE (1) #5 AT ALL SIDES WINDOW OPENING. OF NEW MASONRY OPENING, PROVIDE PRECAST CONCRETE - I LINTEL 3280 OLD BOYNTON BEACH EXISTING MASONRY WALL BOYNTON BEACH, FLORIDA PROVIDE #5 VERTICAL REINFORCING PROVIDE #5 DOWELS 0 32 O,C. BARS AT 48 O.C. (BOTH SIDES ON NORTH EL 17N, DETAILS _-----__-- ___-- _ T-_.___-� _-_- -_� _.•, ,: ..__—.___-- (INCREASE SPACING AT WINDOW NEW MASONRY OPENING). 7 OPENINGS). AND NOTES IMPACT RESISTANT GLAZING SYSTEM. REFER TO WINDOW SCHEDULE ON SHEET A1,O FOR ADDTIONAL INFORMATION. EXTERIOR VIEW zPRECAST LINTEL DETAILEXTERIOR WINDOWS » TYP I OPAL NEW MASONRY OPENING 1„ � , ,_�„ 1/2 = 1 —0 Date: Drawn By: Sheet No.: 07/01/16 J.M. A Pro*ct No.: Rv/4, ay: m 16.073 R. D. SPECIFICATIONS SECTION 01011 GENERAL REQUIREMENTS 1.1 QESQRIPjION A. INDICATIONS ON THE DRAWINGS OR MENTION IN THE SPECIFICATIONS ARTICLES, MATERIALS, OPERATIONS OR METHODS REQUIRE THAT THE CONTRACTOR PROVIDE EACH ITEM INDICATED OR MENTIONED OF THE QUALITY AND SUBJECT TO THE QUALIFICATIONS NOTED, PROVIDE ALL LABOR, EQUIPMENT, SERVICES AND INCIDENTALS, 1.2 JOB CONDITIONS A. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VISIT THE JOB SITE AND THOROUGHLY THEMSELVES WITH CONDITIONS PRIOR TO SUBMITTING BIDS. REPORT ANY CONFLICTS BETWEEN THE DRAWINGS AND ' EXISTING CONDITIONS TO THE ARCHITECT. B. LOCATION OF UTILITIES AND STUB -UPS STUB-UPSSHOWN ON THE DRAWINGS RE BASED UPON THE BEST INFORMATION AVAILABLE AND ARE BELIEVED TO BE CORRECT, THE CONTRACTOR AND HIS VARIOUS SUB -CONTRACTORS ARE ADVISED TO VERIFY FOR THEMSELVES THE EXACT LOCATION($) AND, IF FOUND TO BE SUBSTANTIALLY DIFFERENT FROM THAT SHOWN OR NON-EXISTENT, SHALL, NOTIFY THE ARCHITECT IMMEDIATELY, 1.3 DISCREPANCIE A. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY CONDITIONS DFF FROM OS D IN THESE DOCUMENTS, NO DEVIATION FROM VVoRK|N8 DRAWINGS AND SPECIFICATIONS WILL BE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL OF THE ARCHITECT OR OWNER. B. ANY AND ALL MODIFICATIONS TO THESE DOCUMENTS MUST BE APPROVEDBY THE OWNER PRIOR TO BEGINNING CONSTRUCTION, ONCE CONSTRUCTION HAS BEGUN, MDD|FC/T|ONS IN THE FIELD BE APPROVED IN YvR|TlNQ BY THE OWNER PRIOR TO BEING INCORPORATED IN THE WORK. 1.4 CODE5 A. ALL WORK SHALL BE IN ACCORDANCE WITH REQUIREMENTS OF LOCAL CODES AND ANY OTHER STATE AND NATIONAL CODES HAVING JURISDICTION. CODE REQUIREMENTS SHALL SUPERSEDE DRAWINGS AND SPECIFICATIONS. 1.5 PROTECTION A. THE CONTRACTOR SHALL TAKE OVER AND ASSUME ESPON UBILOY FOR THE PREMISES SHALLAND SHALL PROVIDE AND MAINTAIN ALL PROTECTIONS REQUIRED BY THE GOVERNING LAWS, REGULATIONS, AND ORDINANCES. THE CONTRACTOR AND HIS VARIOUS SUB -CONTRACTORS ., BE RESPONSIBLE FOR ..... __-_ OR DAMAGE~CAUSED_BY ......` PERSONNEL ._ THE PRDPERTY, WORK OR MATERIALS INSTALLED, AND SHALL MAKE GOOD ANY LOSS` DAMAGE OR INJURY WITHOUT ADDITIONAL COST TO THE LANDLORD AND/OR TENANT. 1.6 A. PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION As REQUIRED TO PROTECT THE OWNER'S PERSONNEL AND GENERAL PUBLIC OF INJURY DUE TO THE WORK. B. TEMPORARY TRASH STORAGE AND REMOVAL: THE CONTRACTOR SHALL WAKE PROVISIONS AND COORDINATE WITH THE LANDLORD'S PROJECT MANAGER TO PROVIDE ARRANGEMENTS FOR THE STORAGE AND REMOVAL OF CONSTRUCTION DEBRIS AND SHALL PAY COST FOR SUCH PROVISIONS. C. TEMPORARY FIRE PROTECTION: THE CONTRACTOR SHALL PROVIDE AND MAINTAIN FIRE EXTINGUISHERS AND OTHER EQUIPMENT AS NECESSARY FOR PROPER FIRE PROTECTION DURING CONSTRUCTION. D. SUBJECT TO INJURY BECAUSE OF OPERATIONS BEING CARRIED ON ADJACENT THERETO SHALL BE COVERED, BOARDED ur. OR SUBSTANTIALLY D WITH ADEQUATE rRO'cC//wn. ALL FORMS OF PROTECTION SHALL BE CONSTRUCTED IN A MANNER SUCH THAT, UPON COMPLETION, THE ENTIRE WORK WILL BE DELIVERED TO THE TENANT IN PROPER. WHOLE AND UNBLEMISHED CONDITION. E MATERIALS: MANUFACTURED T E8 EQUIPMENT SHALL BE APPLIED AS RECOMMENDED BY THE MANUFACTURERS, MATERIALS USED SHALL BE NEW AND FRE[ FROM DEFECTS. ALL LIKE MATERIALS USED SHALL BE OF THE SAME MANUFACTURER AND QUALITY UNLESS OTHERWISE SPECIFIED. F. PROVIDE AND MAINTAIN ALL ACCESS ROADS AND PARKING AREAS REQUIRED BY CONSTRUCTION. CONTROL AND SUPERVISE ALL CONSTRUCTION TRAFFIC. MAINTAIN ROADS AND PARKING AREAS IN A CLEAN CONDITION. MAINTAIN ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES. KEEP FIRE HYDRANTS AND WATER CONTROL VALVES FREE FROM OBSTRUCTION` G. THE CONTRACTOR SHALL MAINTAIN THE PREMISES IN A CLEAN AND ORDERLY FASHION DURING THE ENTIRE CONSTRUCTION PER|OD, REMOVING ALL TRASH AND RUBBISH FROM THE JOB SITE DAILY AND PLACING IN DUMP . ALL CONSTRUCTION DEBRIS SHALL BE CONTAINED WITHIN THE DESIGNATED CONSTRUCTION SITE BOUNDARIES. H. ALL CONSTRUCTION WORK $ E PERFORMED MANNER AND SHALL BE IN GOOD, USEABLE CONDITION AT THE DATE OF COMPLETION, CONTRACTOR SHALL REQUIRED ANY PERSONS PERFORMING SUCH WORK TO GUARANTEE THE SAME TO BE FREE FROM ANY AND ALL DEFECTS IN WORKMANSHIP AND MATERIALS FOR (1) YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION THEREOF. CONTRACTOR SHALL ALSO REQUIRE ANY SUCH PERSONS TO BE RESPONSIBLE FOR THE REPLACEMENT OR REPAIR, WITHOUT ANY ADDITIONAL COST OF ANY AND Al L WORK DONE OR FURNISHED BY OR THROUGH SUCH PERSONS WHICH MAY BECOME DEFECTIVE WITHIN (1) ONE YEAR AFTER SUBSTANTIAL COMPLETION OF WORK. THE CORRECTION OF SUCH WORK SHALL INCLUDE, WITHOUT ADDITIONAL COST, ALL EXPENSES AND DAMAGES IN CONNECTION WITH SUCH REMOVAL REPLACEMENT OR REPAIR OF ANY PART OF THE WORK WHICH MAY BE DAMAGED OR DISTURBED THEREBY. 1.7 AMEEICA�S _W ,ITH DISABILITIES ACI A. THE CONSTRUCTION OF THE PROJECT SHALL COMPLY WITH AND MEET ALL THE REQUIREMENTS OF THE AMERICANS WITH DISBILITIES ACT, PUBLIC LAW 101-336 AS OUTLINED HE FEDERAL REGISTER, VOLUME 56. NO. 144, EFFECTIVE JULY 26' 1091. INCLUDING ALL AMENDMENTS AND BULLET|N$ TO AND THROUGH THE TIME OF CONSTRUCTION OF THE PROJECT. IIJ ��U�� ~� ��x-��V�� ` DIVISION U��v»°�U`0 �� - CONCRETE �� SECTION, 03100: CONCRETE FORMKQRK 1.1 (WHERE CALLED FOR ON Pu+m) A. WOOD FORMS: FOR UNEXPOSED CONCRETE SURFACES, NO. 2 COMMON OR BETTER LUMBER; FOR EXPOSED SURFACES, PLYWOOD FORMS OR FIBERBOARD LINING IN WOOD � FORMS, B. EXPANSION JOINT FILLER STRIPES: PMEW0LDED NON -EXTRUDING ASPHALT IMPREGNATED FIBERBOARD STRIPS OF THE REQUIRED THICKNESS. 1.2 A. FORM BOLTS OR PATENTED A TENSILE STRENGTH OF AT LEAST 3000 TIES SHALL BE ADJUSTABLE AND WITHOUT TUGS OR CONES WHICH WOULD LEAVE A HOLE OR DEPRESSION LARGER THAN 7/8" IN EXPOSED CONCRETE. 1.3 FORMWORK A. GENERAL: FORM ALL CONCRETE UNLESS SHOWN OTHERWISE, FORMWORK SHALL MEET HE REQUIREMENTS OF A0 347~68 "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK." DIMENSIONS GIVEN ON THE DRAWINGS ARE THE MINIMUM NET MEASUREMENTS OF THE STRUCTURAL MEMBERS, B. CONSTRUCTION: T FORMS TO ~ THE DIMENSIONSAND SHAPES OF THE CONCRETE MEMBERS AS DETAILED AND SCHEDULED. SET, ASSEMBLE AND BRACE FORMS TO WITHSTAND WET CONCRETE CONSTRUCTION LOADS WITHOUT DEFLECTIONS, MOVEMENT OR LEAKAGE. /a yKta/IIK. uructu O*mZ) Z5n*ur bt VV/MLU /uUt./ntn. O. MORTAR SHALL BE TESTED BY AN APPROVED TESTING LABORATORY IN ACCORDANCE WITH ASTM C-780, TWO SETS OF THREE MORTAR CUBES SHALL BE TAKEN AT RANDOM FOR EACH DAY OFTHE MASONRY WORK. TEST ONE CUBE OF EACH SET AT 7 DAYS AND 28 DAYS. TEST THE THIRD CUBE AT 58 DAYS ONLY IF REQUIRED By THE ARCHITECT. E. R EQUIVALENT DIAMETE R, AT EVERY SECOND BLOCK COURSE, 16" ON CENTER VERTICALLY, IN ALL WALLS UNLESS NOTED OTHERWISE. INSTALL JOINT REINFORCEMENT IN THE FIRST AND ~E`~''~ BED JOINTS,,''' (�% INCHES ~'-^ IMMEDIATELY ''~~,E AND BE_,.. OPENINGS. EXTEND THE REINFORCEMENT IN THE SECOND BED JOINTS, ABOVE AND BELOW, EXTEND REINFORCEMENT TWO (2) FEET BEYOND JAMBS, W|N|WUM, F. MASONRY CONTROL JOINTS ARE REQUIRED (INTERIOR D EXTERIOR) AT A MAXIMUM HORIZONTAL SPACING BETWEEN JOINTS OF 24'-0". SEE THE ARCHITECTURAL DRAWINGS FOR THE EXACT LOCATIONS, CONTRACTOR NOTE: NO JOINTS SHALL BE LOCATED WITHIN 2'-0" OF STEEL BEAM BEARINGS. Q. PROVIDE FLEXIBLE JOISTS THAT PENETRATE NON-BEARING MASONRY WALLS. MAINTAIN A MINIMUM 1-1/2" CLEAR DISTANCE BETWEEN THE STEEL AND MASONRY. H. NO EXTERIOR MASONRY SHALL BE LAID WHEN THE OUTSIDE 4|R TEMPERATURE IS LESS THAN [rF UNLESS THE RECOMMENDATIONS IN "SPECIFICATIONS FOR MASONRY STRUCTURES," ACI 530.1/ASCF 6, ARE STRICTLY FOLLOWED. THE SPECIFICATIONS FOR LAYING MASONRY IN HOT WEATHER, CONTAINED IN, THE SAME REFERENCE, SHALL. ALSO BE STRICTLY FOLLOWED. ALL MASONRY BELOW GRADE SHALL BE SET WITH TYPE 'S' MORTAR AND SHALL BE SOLID BLOCK OR HAVE ALL VOIDS GROUTED SOLID, BRACE ALL FOUNDATION AND/OR BASEMENT WALLS, AS REQUIRED, TO PREVENT DAMAGE DUE TO THE BACKFILLING OPERATIONS. 1.3 A. PRIME JOINT SUBSTRATE WHERE RECOMMENDED BY JOINT SEALER MANUFACTURERBASED ON JOINT SEALER- S U BSTRATE TESTS OF PRIOR EXPERIENCE, B. DEPTH OF SEALANT: SEALANT JOINTS TO BE A DEPTH NO GREATER THAN JOINT WIDTH, BUT NEVER LESS THAN 1/4" DEEP. C. APPLY SEALANT WITHIN RECOMMENDED TEMPERATURE RAGE. D. TOOL JOINTS CONCAVE UNLESS SHOWN OTHERWISE. E. CAULK THE INSIDE AND OUTSIDE JOINTS ADJACENT TO WALL CONSTRUCTION AROUND THE PERIMETER OF ALL METAL FRAMES IN EXTERIOR WALLS. 1.4 CLEANING A. CLEAN OFF EXCESS SEALANTS OR SEALANT SWEARS ADJACENT TO JOINTS WITH CLEANING MATERIALS APPROVED BY MANUFACTURERS OF JOINT SEALERS AND PRODUCTS IN WHICH JOINTS OCCUR, , ASSOCIATES, INC.�l�«_ FL, LIC, #AA0003104 258 S.E6th Avenue Suite 3 Delray Beach, Florida 33483 Phone - 561- 330 - 0826 Fax 561-330#9707 2625 Butterfield Road Suite 233N Oak Brook, Illinois Phone -630-230-1020 www.dzarch.coni 2016 DoZ#A ASSOCIATES, INC. THE ARCHITECT $HIALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND $HALL RErAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHT$,, INCLUDING COPYRIGHT, Rev. No. Dewr0on DOW A& ISSUED FOR 07/01/16 BID AND PERMIT � �T�T��'nT��J y�Y��r WINDOW ��°~~~~��~°+. ~,�~�^+ T7��z�' ��,DR. LEVINE lot A rill 11910 E QW-11tel"111 WWII Is T -1k �PROJECT S[zE/,|F|CAT}NHS Date: DMWn Sheet No.: Project No.: Rey'd. /_\3 - 0 ai�l - ��U��U��Ux~�� 8� METALS U��K_�� U��A�� ' �� »�xx�� K�� U�� V»yK��U«��Unm K� - ��«��v�� »~�U`�� Uw��OWS ��U'�U��U��o� �� U�V�� 1,1 M6TER16L5 SECTION. 05400-, COLD FORM METAL FRAMING SECTION 084J 1: ALUMINUM -FORMED STOREFRONT (IMPACT RESISTANT) A. REINFORCING BARS DEFORMED BILLET STEEL MEETING ASTM A 615-82 WITH 1`1 MLTERIALS pART 1 GENERAL SUPPLEMENTARY REQUIREMENTS (S1), GRADE 80. A^ STEEL STUDS SHALL BE IN ACCORDANCE WITH /QS| "SPECIFICATIONS FOR THE 'DESIGN 1.01 ^�=="�^+ B. REINFORCING FABRIC: WELDED STEEL WIRE FABRIC MEETING ASTM A 185-73` OF COLD FORMED STEEL STRUCTURAL MEMBERS", LATEST ADDITION. C. TIE ANNEALED STEEL WIRE. B^ NON -LOAD BEARING PARTITION STUDS SHALL BE "SJ" STYLE AS �^ A. D. ACCESSORIES: ANCH -R$' -'�S. SpACERS, CHAIRS, BOLSTERS AND OTHER DEVICES MANU�^--'--BY USG DR AN APPROVED EQUAL AND MEETING THE REQUIREMENTS OF FOR SUPPORTING REINFORCEMENT WHICH NORMALLY CONSIDERED AS FASTENING ASTM -GRADE A WITH A MINIMUM YIELD STRENGTH OF 33.000 PSI. B' PAET 1 7- GENERA ACCESSORIES TO THE�ON�RETE VVORK ` ^ 1. SIZES: AS SHOWN ON DRAWINGS 1. Furnish all necessary n1oteMo|s' labor, and equipment for the complete installation of the 1`2 INSLALLATIQU 2. GAUGE: 25 UNLESS OTHERWISE SHQVVN, aluminum storefront system as shown on the drawings and specified herein. A. GENERAL: REINFORCEMENT SHALL �E�7 REQUIREMENTS 0F A�| �18-177 "BUILDING ~_ .^ 1 � ^ �¥A�s 2 1.01 SUMMARY CODE FOR REINFORCED CONCRETE." ' ' A. ATTACHTO CONCRETE USING POWER QR|--�FASTENERS OR ^ , B. _RUNNERS'-- PLACING: ASSEMBLE REINFORCING STEEL IN THE FORMS WIRED AND FASTENEDSECURELY MACHINE SCREWS 4N EXPANSION SHIELDS. LOCATE FASTENERS AT CORNERS, AT 1. Goodon includes: Aluminum Storefront Systems BO THAT IT REMAINS IN POSITION WITHOUT DISPLACEMENT WHILE CONCRETE IS PLACED' ~---S RUNNER ENDS, AND SPACED NO MORE THAN 24" O.C. YK� AP Series YHB 50 FS Impact Resistant Storofront System (Monolithic Glazing) SECTION 03.300: CAST -IN-PLACE CONCRETE 05500:, METAL, FABRICATION.Ro|mtnd Sections: 3SECTION l. Sealants: Dow Cornino6995 Structural Silicone Sealant. /'/ 1.1 ' ^��"^=+��=+� 2^ Glass and Glazing. Refer to Division 8 Glass and Glazing Section, for glass and A. ENVIRONMENTAL REQUIREMENTS- glazing requirements. 1' D8 NOT PLACE CONCRETE WHEN TEMPERATURE IS BELOW 40 DEGREES FARENHE|T' A. WORK INCLUDED: THIS WORK COMPRISES FABRICATING AND INSTALLING MISCELLANEOUS 4' Single Source Requirement: All products aho|| be by the same manufacturer, METAL WORK AND RELATED ITEMS, 7. DURING HOT WEATHER,SPECIAL E O H E IN THE1'2 'RETARDING *= =�^� . � - -DESQRIPTION ' FRESH CONCRETE. USE 'SET ASSURE -R REMAINS �'- WORKABLE, FOR '~^~""~ USE SPRAY -ON'°. "E'=`°m`' "".'389"AS A. SHOP GSSUBMIT SHOP DRAWINGS DR PRODUCT DATA, AS PERTINENT, FOR EACH 1' Performance Requirements:Provide aluminum curtain wall systems that comply with MANUFACTURED BY V.R. OR AN APPROVED EQUAL. INSTALL IN STRICT [TEM SCHEDULED, TO THE ARCHITECT FOR REVIEW BEFORE ANY WORK |g FABRICATED. performance requirements indicated, as demonstrated by testing manufacturer'somumrnbUeo ACCORD WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 1'3 in accordance with South Florida Building Code T=ot Protocols TAS 201. TAS 202 and TAS B. COORDINATION., NOTIFY THE R D AND CONTRACTORS WELL IN ADVANCE OF PLACING A. FOR EXTERIOR USE AND WHERE BUILT INTO EXTERIOR WALLS, PROVIDE ZINC -COATED 203. CONCRETETO ALLOW THEM ENT TIME IN WHICH TO INSTALL WORK WHICH IS TO BE FASTENERS. 1. Air Infiltration: Completed storefront systems shall have 0.06 CFM/FT' (1.10 BUILT v" CONCRETE. B. PROVIDE FASTENERS OF TYPE, GRADE AND CLASS REQUIRED FOR THE PARTICULAR USE. m`/h'm*) mox|nnurn. 1� ' _ 1.4 A.DOMESTICP0RTLAND CEMENT OF ��E�� MANUFACTURE, MEETING ASTM C 150-78. TYPE A. OT NOT SPECIFICALLY DESCRIBED B 2. Allowable infiltration when tested in 0000rdonoo with ASTM E 283 at differential ` FINE A0ORE�*vWASHED SAND MEETING ASTM C 33-78 AND WITH A FINENESS 8N' AG SELECTED BY THE CONTRACTOR SUBJECT TO COMPLETE AND PROPER INSTALLATION, static praae'w-ro of 6'24 psf (299 PO), THE APPROVAL OF THE ARCHITECT. MODULUS OF BETWEEN 2`50 AND 3.00. C. COARSE AGGREGATE: CLEAN CRUSHED STONE OR WASHED GRAVEL MEETING ASTM C33~78. 1.5 ^�wSHOP, �PAINT w� 3. Water Infiltration: No uncontrolled water when tested in accordance with ASTM E 331 D. ADMIXTURE: WATER- REDU�NG MASTER BUILDERS "pOZZOL|TH" G|FFORD H|L A. ER; USE "10-99" TNEMEC PRIMER OR "R SUM" NUMBER 5769 PRIMER. at teat pressure differential of: 12 PSF (575 'o) (or when regu|red, fio|d tested in "PSI OR EQUAL MEETING ASTM C 494-79 TYPES .A~` "D"AND "E". B` FOR REPAIR OF GALVANIZING, USE A HIGH ZINC -DUST CONTENT PAINT COMPLYING WITH accordance with AAWA ou�\ Fastener Heads must be Seated and omo|od ogo|nat M|L_p-21035. Sill Flashing on any fasteners that penetrate throughtheSUiF|oahlng. E. WATER: CLEAN AND POTABLE. 1.6 1.3 SELECTING EROPORTIONS FOR CONCRETE A. GENERAL: THE FOLLOWING IS A GENERAL| THE' WORK ' FURNISHED UNDER '' SECTION -^ OF METAL SPECIFICATIONS. ~''~E~ '' 4. Wind Loads: Completed storefront system shall withstand wind pressure loads nonno| to wall A ETR SELECT PROPORTIONS ~` ~MIX DESIGNED TO PRODUCE CONCRETE WITH A WORK SHOWN AND ~"-� ON THE `"~'NGS AND NOT MEMO~~^ELSEWHERE IN THE plane indicated: 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 3000 PS|, UNLESS OTHERWISE NOTED OR ~'^-,�`�-^^-~-~ ~-THE BpEC|F'-`|~NS S'4^- BE FURNISHED '-THOUGH SPECIFICALLY DESCRIBED HE�E|N.SPEC|FlED. 2' Exterior Walls: nw RE AD '^'""� = m�� v°+n�'�' q=��^/ THE TYPE (NORMAL, RETARDED 1^ EXTRUDED ALUMINUM DR FEgR OF THE TYPES AND SIZES DETAILED, COPE ENDS TO �T THE INTENDED FRAMED OPENINGS. 2�.'�--�ve Pressure: - 70 ,-, OR +|QH EA��'/BEST FOR THE TEMPER/TURF CONDITIONS �T THE 7l�E THE 2�Negative Pressure:90 $ f -/ CONCRETE IS PLACED AND FINISHED. 2. W|�-�~�^L -'--`---��|SH MISCELLANEOUS �Q�-�'-� CHANNELS, BOLTS, 2'3 Deflection: Maximum o||pwob|e deflection in any member when tested in ouoordnoawitrh A'~'~-~ AND THE -'B NTH -- ' THE DRAWINGS AND NOT ASTM E33OWith allowable stress in accordance with AAMASpecifications for Aluminum C. SLUMP: SELECT PROPORTIONS TO PRODUCE CONCRETE WITH THE FOLLOWING MAXIMUM SPECIFICALLY ---'TO BE -`'SH-- WITH ANOTHER ITEM OR UNDER ANOTHER Structures, SLUMP: SECTION OF THE WORK. 2.4 Witut Horizontals: L/175 or 3/4" (19.1mm) maximum. REINFORCED FOOTINGS - - - - - - - - - - - - - - - - 5" 1.72.5 With Horizontals: L/175 or 40 f 1/4" /6.4mm6 for spans greater than 13'-8" REINFORCED WALLS, BEAMS AND SLABS ----- 4° A. DELIVER, RF AND ERECT METAL WORK IN SUCH MANNER THAT THE PARTS ARE NOT (4'1nn) but |eoo than 40'-0" /12'2nn\' D. CONCRETE TESTING: WOLDED CONCRETE CYLINDERS: DAMAGED OR DEFORMED. B. ANCHORAGE SHALL BE ATE TO SAFELY RESIST ALL STRESSES TO WHICH THE WORK 3'Thermq| Movement: Provide for thermal movement caused by lBO degrees F. /152~2 degrees C~«\ ,1. ' WILL NORMALLY BE SUBJECTEO' arfooe temperature, without causing buckling stresses on glass, joint oeo| failure, undue stress o' o. PROVIDE THREE TEST CYLINDERS FOR EACH 75 CU' YDS./ OR FRACTION THEROF, uads on fasteners, reduction of perfVrnonoo, ordetrimental effects.nucturo| elements, damaging | OF EACH CLASS OF CONCRETE OF EACH DAY'S PRESENT. b, TEST ONE CYLINDER FOR SEVEN D/YS, TWO AT 28 DAYS, UNLESS DIRECTED DIVISION 6 - WOOD AND PLASTICS (NOT USED) OTHERWISE BY THE ARCHITECT. o. REPORT THE W|X' SLuWp, GAgE, LOCATION OF CONCRETE IN THE STRUCTURE AND ' TEST RESULTS. d. TAKE SPECIMENS AND TESTIN ACCORDANCE WITH THE APPLICABLESP[C|�C/Tk]Ng^ - - DIVISION 7 - THERMAL AND MOISTURE PROTECTION DIVISION 9 ~ FINISHES (NOT SED) 2. CORE TEST: o- DIRECTED By THE ARCHITECT BECAUSE OF L~`CYLINDERTE8T`~~~^~ ~`~ '~"^' -�----- -- /�1/ DIVISION 10 -SPECIALTIES (NOT �SED) b. LOCATIONS D BY THE ARCHITECT, SECURING IN ACCORDANCE A. BATT INSULATION: SPUN MINERAL WOOL OR LASS F|BER BLANKETS OR GwJTS 3-1/2° WITH ASTM O42' AND PREPARE AND TEST IN ACCORDANCE WITH ASTM C3g. AND O" THICK WITH ALUMINUM FOIL VAPOR BARRIER MEMBRANE ON ONE FACE M|'N'|WUW 1.4 MIXIHG,,AND DELIVEBY INSULATION THERMAL RESISTANCE R-11 IN WALLS AND R-19 IN CEILINGS RESPECTIVELY, DIVISION 1 1 ~ EQUIPMENT QI-MENT (NOT SED) A. THE MEASUREMENT THE DOTHE AND DELIVERY OF 1'2 N�u^cy�AuON ~^ '-' FRESH CONCRETE '-THE JOB SHALL MEET THE REQUIREMENTS OF ASTM C 94-78A A. ` INSIDE CA.S. DE-�Q�R^ DIVISION 1= - FURNISHINGS (NOT SED) "STANDARD SPECIFICATION FOR READY -MIXED CONCRETE". �E'- , 'E B. LABORATORY DESIGN MIX: 1, OUT THE MATERIAL TO FIT SNUGLY AROUND ALL OBSTRUCTIONS WITH EDGES AND DIVISION 1 3 CONSTRUCTION SED) 1' AFTER APPROVALMATERIALS, PROVIDE MIX DESIGN IN JOINTS BUTTED TIGHT 0 THAT THERE WILL BE NO {APS OR BREAKS IN THE - SPECIAL (NOT ACCORDANCE WITH ACI 813. INSULATION. 2. PROVIDE DESIGNS FOR ALL MIXES PREPARED BY A LICENSED CIVIL ENGINEER. 2' FRICTION F|T INSULATION INTO PLACE �O THAT INSULATION DOES NOT SAG OR SETTLE' DIVISION 14 ~ CONVEYING SYSTEMS (NOT SED) 3. FLY ASH IN THE MIX SHALL BE USED ONLY WITH THE STRUCTURAL WRITTEN APPROVAL 1'5 OF THE ARCHITECT, 1.1 -------- DIVISION 15 - MECHANICAL (NOTUSED) A. SHEET METAL: ZINC COATED (GALVANIZED) COOPER STEEL SHEET MEETING A. BRUSH: PROVIDE A TEXTURE FINISH FOR EXTERIOR CONCRETE PLATFORM SLABS AND ASTM -A-525-75' COATING DESIGNATION G90. SIDEWALKS. B. SE4LANT: ONE PART PDLYSULF|DE POLYMER BASE SEALANT MEETING FEDERAL SPEC. DIVISION 16 - ELECTRICAL ��7� USED) B. SMOOTH TROWEL FINISH FOR SLABS. TT -S -00230C^ TYPE ||.SECTION � ^ ' 07900. J,OINT,,SEALEE DIVIS��U��U�� 8��:»��«� �� »�' ION �� - MASONRY 1.1 MATERIALS SECTION 042QO' UNIT. -MASONRY A. EXTERIOR SEALANT 1.1 1' FOR JOINTS, LEGS THAN 1" WIDE; PEC0RA "GC -9 8YNTMACAULN~, SONWEBORWE ALL BRICK AND BLOCK DESIGN AND CONSTRUCTION SHALL CONFORM TO °8U|LO|NQ CODE `�-'" " �R APPROVED EQUAL ONE -PART PO�e�LF/E rwLn S"`Ow`Sw|~ ONE -PART" ~+"A' REQUIREMENTS FORWASONRYSTRUCTURES," �| 53O/AOSE 5` AND ~SPEC|F|CATIONS FOR BASE SEALANT MEETING FED SPEC TT -S -00230C' TYPE ||' COLOR AS SELECTED . ,NR `~- MASONRY STRUSTURES'.AQ| 5,30.1-88/ASCE O` 2' FOR JOINTS 1, WIDE AND LARGER' Sw»ncBORNE ||" MULTI -PART, NON BAG POLYURETHANE RUBBER SEALANT MEETING FED. SPB], TT -S -00227E, TYPE ||. COLOR B. MASONRY MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE FOLLOWING ASTM AS SELECTED. SPECIFICATIONS- A. INTERIOR 5EALANTr PECORA "AO -20°. 3ONNEBORNE "SONOLAC" OR APPROVED EQUAL, 1. CLAY BRICK: BRICK) ACRYLIC LATEX, GENERAL PURPOSE, GUM GRADE SEALANT. GRADE SVY, TYPE FBB` UNLESS NOTED OTHERWISE IN B. THRESHOLD PROVIDE ONE -PART BUTYL RUBBER POLYMERIC SEALANT MEETING THE ARCHITECTURAL SPECIFICATIONS, FED. SPEC. TT -S-001657, COLOR AS SELECTED, 2. LOADBEAR|NG CMU: ASTM C-gO. TYPE | C. PRIMER: SYNTHETIC RESIN SOLUTION RECOMMENDED BY THE SEALANT MANUFACTURER. (OR RE|NFORCED) MINIMUM COMPRESSIVE STRENGTH = 1900 P3| (THREE UNITS) D. BACKING MATERIAL: E ELL POLYURETHANE OR POLYETHYLENE ROD STOCK AS RECOMMENDED BY MANUFACTURER OF SEALANT. 3. MORTAR: ASTM C-270^ TYPE S - MINIMUM COMPRESSIVE STRENGTH = 1800 PSI AT 28 DAYS 1.2 4, GROUT: ASTM C-470, MINIMUM COMPRESSIVE STRENGTH A. CLEAN OUT Q T$ IMMEDIATELY BEFORE INSTALLING JOINT SEALERS TO COMPLY WITH 3000 P5| AT 28 DAYS RECOMMENDATIONS OF JOINT SEALER MANUFACTURER, 5. MASONRY RBNF.. ASTM A-82` GALVANIZED B. JO|NT$ TO BE CAULKED SHALL BE AT LEAST 1/4" VV|DE, CUT OR GRIND JOINT IF NECESSARY TO MAINTAIN WIDTH, 1.2 U��Z&l8Tk�� ' O. REMOVE ALL FOREIGN MATERIAL FROM JOINTS SUBSTRATESCOULD INTERFEREWITH A. PRIOR TO DELIVERYY UNITS TO THE JOB SITE, FURNISH THE OWNER |TH ADHESION OF JOINT SEALER, INCLUDING ST, PAINTS, EXCEPT FOR PERMANENT, AFFIDAVITS FROM AN APPROVED TESTING LABORATORY CERTIFYING THAT ALL UNITS PROTECTIVE COATING TESTED AND APPROVED FOR SEALANT ADHESION AND COMPATIBLITY CONFORM TO THEIR RESPECTIVE ASTM REQUIREMENTS. BY SEALANT OLD JOINT SEALERS; 0L; GREASE; WATERPROOFING; WATER B ' GROUT CONTAINING � N|NG RE|NFOROEMENT IN LIFTS NOT TO EXCEED 5'_0" DO ,�^ ° ' REPELLENTS; WATER; SURFACE DIRT AND FROST, NOT DISPLACE THE REINFORCING WHILE PLACING THE GROUT, D' IN OPEN JOINTS AND WHERE DETAILED, INSTALL ROD STOCK AS BACKING MATERIAL.' ' E' ^'�^� ~~`�``' IS TO BE APPLIED `~^'~' ~~~'~^H METAL SURFACES, WIPE '''E-^ C SPLICED REINFORCING SHALL BE LAPPED 48 BAR DIAMETERS OR 24 INCHES, WHICHEVER SURFACES CLEAN WITH A SUITABLE KETONE SOLVENT IMMEDIATELY PRIOR TO CAULKING. /a yKta/IIK. uructu O*mZ) Z5n*ur bt VV/MLU /uUt./ntn. O. MORTAR SHALL BE TESTED BY AN APPROVED TESTING LABORATORY IN ACCORDANCE WITH ASTM C-780, TWO SETS OF THREE MORTAR CUBES SHALL BE TAKEN AT RANDOM FOR EACH DAY OFTHE MASONRY WORK. TEST ONE CUBE OF EACH SET AT 7 DAYS AND 28 DAYS. TEST THE THIRD CUBE AT 58 DAYS ONLY IF REQUIRED By THE ARCHITECT. E. R EQUIVALENT DIAMETE R, AT EVERY SECOND BLOCK COURSE, 16" ON CENTER VERTICALLY, IN ALL WALLS UNLESS NOTED OTHERWISE. INSTALL JOINT REINFORCEMENT IN THE FIRST AND ~E`~''~ BED JOINTS,,''' (�% INCHES ~'-^ IMMEDIATELY ''~~,E AND BE_,.. OPENINGS. EXTEND THE REINFORCEMENT IN THE SECOND BED JOINTS, ABOVE AND BELOW, EXTEND REINFORCEMENT TWO (2) FEET BEYOND JAMBS, W|N|WUM, F. MASONRY CONTROL JOINTS ARE REQUIRED (INTERIOR D EXTERIOR) AT A MAXIMUM HORIZONTAL SPACING BETWEEN JOINTS OF 24'-0". SEE THE ARCHITECTURAL DRAWINGS FOR THE EXACT LOCATIONS, CONTRACTOR NOTE: NO JOINTS SHALL BE LOCATED WITHIN 2'-0" OF STEEL BEAM BEARINGS. Q. PROVIDE FLEXIBLE JOISTS THAT PENETRATE NON-BEARING MASONRY WALLS. MAINTAIN A MINIMUM 1-1/2" CLEAR DISTANCE BETWEEN THE STEEL AND MASONRY. H. NO EXTERIOR MASONRY SHALL BE LAID WHEN THE OUTSIDE 4|R TEMPERATURE IS LESS THAN [rF UNLESS THE RECOMMENDATIONS IN "SPECIFICATIONS FOR MASONRY STRUCTURES," ACI 530.1/ASCF 6, ARE STRICTLY FOLLOWED. THE SPECIFICATIONS FOR LAYING MASONRY IN HOT WEATHER, CONTAINED IN, THE SAME REFERENCE, SHALL. ALSO BE STRICTLY FOLLOWED. ALL MASONRY BELOW GRADE SHALL BE SET WITH TYPE 'S' MORTAR AND SHALL BE SOLID BLOCK OR HAVE ALL VOIDS GROUTED SOLID, BRACE ALL FOUNDATION AND/OR BASEMENT WALLS, AS REQUIRED, TO PREVENT DAMAGE DUE TO THE BACKFILLING OPERATIONS. 1.3 A. PRIME JOINT SUBSTRATE WHERE RECOMMENDED BY JOINT SEALER MANUFACTURERBASED ON JOINT SEALER- S U BSTRATE TESTS OF PRIOR EXPERIENCE, B. DEPTH OF SEALANT: SEALANT JOINTS TO BE A DEPTH NO GREATER THAN JOINT WIDTH, BUT NEVER LESS THAN 1/4" DEEP. C. APPLY SEALANT WITHIN RECOMMENDED TEMPERATURE RAGE. D. TOOL JOINTS CONCAVE UNLESS SHOWN OTHERWISE. E. CAULK THE INSIDE AND OUTSIDE JOINTS ADJACENT TO WALL CONSTRUCTION AROUND THE PERIMETER OF ALL METAL FRAMES IN EXTERIOR WALLS. 1.4 CLEANING A. CLEAN OFF EXCESS SEALANTS OR SEALANT SWEARS ADJACENT TO JOINTS WITH CLEANING MATERIALS APPROVED BY MANUFACTURERS OF JOINT SEALERS AND PRODUCTS IN WHICH JOINTS OCCUR, , ASSOCIATES, INC.�l�«_ FL, LIC, #AA0003104 258 S.E6th Avenue Suite 3 Delray Beach, Florida 33483 Phone - 561- 330 - 0826 Fax 561-330#9707 2625 Butterfield Road Suite 233N Oak Brook, Illinois Phone -630-230-1020 www.dzarch.coni 2016 DoZ#A ASSOCIATES, INC. THE ARCHITECT $HIALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND $HALL RErAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHT$,, INCLUDING COPYRIGHT, Rev. No. Dewr0on DOW A& ISSUED FOR 07/01/16 BID AND PERMIT � �T�T��'nT��J y�Y��r WINDOW ��°~~~~��~°+. ~,�~�^+ T7��z�' ��,DR. LEVINE lot A rill 11910 E QW-11tel"111 WWII Is T -1k �PROJECT S[zE/,|F|CAT}NHS Date: DMWn Sheet No.: Project No.: Rey'd. /_\3 - 0 ai�l L E VINE M 11 E FOR: ICAL OFFICE Of 11 "ARID S�Ifi NORM,, ED BOYNTON BEACH, FLORIDA OLD BOYNTON ROAD EXISTINu MONUMENT SIGN EXISTING WAL-MART PARKING SITE PLAN 1" = 20' NORTH N89°5 0,- —0 4, 4------------ E S89°50'04"W PROJECT DIRECTORY OWNER: Dr. Michael L. Levine, M.D., F.A.C.S. 1325 S. Congress Avenue Suite 103 Boynton Beach, FL 33426 561-600-5236 (voice) ARCHITECT: DZA ASSOCIATES, INC. ILLINOIS OFFICE.• 17W220 22nd Street, Suite 440 Oakbrook Terrace IL 60181 630-993-0180 voice) 630-993-0181 fax) AUTHORITIES HAVING JURISDICTION FLORIDA OFFICE.• 258 S.E. 6th Avenue, Suite 3 Delray Beach, FL 33483 561-330-0826 voice) 561-330-9707 fax) ■ CITY OF BOYNTON BEACH i CITY OF BOYNTON BEACH PLANNING, ZONING AND BUILDING FIRE PREVENTION BUREAU L FIRE MARSHALL 100 E. BOYNTON BEACH BLVD. 100 E. BOYNTON BEACH BLVD. BOYNTON BEACH, FL 33425-0310 BOYNTON BEACH, FL 33425-0310 BOYNTON BEACH BOULEVARD KEY PLAN 0' 20' 40' 80' NOT TO SCALE NORTH SYMBOLS LEGEND MARK DESCRIPTION ## DETAIL NUMBER A## SHEET NUMBER ## INTERIOR ELEVATION NUMBER A## SHEET NUMBER ## WALL SECTION NUMBER A## SHEET NUMBER DRAWING INDEX ARCHITECTURAL T1.0 TITLE SHEET A1.0 FLOOR PLAN, SCHEDULES AND NOTES A2.0 NORTH ELEVATION, DETAILS AND NOTES A3.0 PROJECT SPECIFICATIONS MARK AFF above finished floor EXT exterior NTS not to scale STEAK N SHAKE 0 ACOUS acoustical FT foot/feet OC on center (s) 16.073 ALT alternate FTG footing OPG opening 08.01 .16 ALUM aluminum FND foundation OPP opposite A.B. anchor belt GA gage, gauge OD outside diameter ir ANOD anodized GALV galvanized OH overhead ARCH architect (ural) GL glass, glazing PNL panel BRG brearing GC general contract (or) PART partition = BIT bituminous GB grab bar PLA. LAM. plastic laminate BLK block GYR 'BD. gypsum board PLT plate BLKG blocking 'HCP handicap QT quarry tile BS both sides HVAC RAD radius BOT bottom air conditioning RA return air B/ bottom of HT height REV revise (s), (ion) (specify material) HC hollow core RD roof drain BRK brick HM hollow metal RO rough opening BLDG building HORIZ horizontal SCHED schedule CLG ceiling HB hose bibb SECT section CT ceramic tile INCL include (d), (ing) SIM similar CLR clear (once) ID inside diameter SC solid COL column INSUL insulate (d), (ing) SPEC core specification (s) CONC concrete INT interior SQ square CMU concrete masonry ,, IN invert STL steel unit JC janitor's closet STRUC structural CONST CONTR construction contrac (or) LAS,; LAV laminate lavatory SUSP suspended C.J. control joint LH left hand T/ top of (specify material) CONT continuous MFR manufacture (er) typical DIAM DIM diameter dimension MAS MC masonry masonry opening VB VB vapor barrierm DS downspout MAT material (s) VCT vinyl composite tile y p DWG drawings MECH mechanical VERT vertical DF drinking fountain MET metal WC water closet ELEC electric MIN minimum WWF welded wire fabric ELEV elevation MISC miscellaneous WO without EQ equal NCM nominal WD wood EXIST existing NIC not in contract WH water heater BOYNTON BEACH BOULEVARD KEY PLAN 0' 20' 40' 80' NOT TO SCALE NORTH SYMBOLS LEGEND MARK DESCRIPTION ## DETAIL NUMBER A## SHEET NUMBER ## INTERIOR ELEVATION NUMBER A## SHEET NUMBER ## WALL SECTION NUMBER A## SHEET NUMBER DRAWING INDEX ARCHITECTURAL T1.0 TITLE SHEET A1.0 FLOOR PLAN, SCHEDULES AND NOTES A2.0 NORTH ELEVATION, DETAILS AND NOTES A3.0 PROJECT SPECIFICATIONS MARK DESCRIPTION OLD BOYNTON ROAD DOOR NUMBER ### MATERIAL FINISH NUMBER OUT PARCEL STEAK N SHAKE 0 T/ OF BEARING 'i " RETENTION ;` J A COLUMN/GRID LINE 16.073 Ca Y 08.01 .16 DATE I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED UNDER MY SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, COMPLY WITH THE APPLICABLE CODES AND ORDINANCES OF THE Q z SITESONNY SBAR-B O d ir 02.28.17 LIC. EXPIRATION LU f - w PARKING LOT = RETENTION WAL-MART '•, ' ` SUPERCENTER Y BOYNTON BEACH BOULEVARD KEY PLAN 0' 20' 40' 80' NOT TO SCALE NORTH SYMBOLS LEGEND MARK DESCRIPTION ## DETAIL NUMBER A## SHEET NUMBER ## INTERIOR ELEVATION NUMBER A## SHEET NUMBER ## WALL SECTION NUMBER A## SHEET NUMBER DRAWING INDEX ARCHITECTURAL T1.0 TITLE SHEET A1.0 FLOOR PLAN, SCHEDULES AND NOTES A2.0 NORTH ELEVATION, DETAILS AND NOTES A3.0 PROJECT SPECIFICATIONS MARK DESCRIPTION Delray Beach, Florida DOOR NUMBER ### MATERIAL FINISH NUMBER P—# PARTITION TYPE T/ OF BEARING EL. +0'-0" HEIGHT A COLUMN/GRID LINE a ASSOCIATES, INC FL. LIC. #kAA0003104 258 S.E. 6th Avenue Suite 3 Delray Beach, Florida 33483 L_ ¢_h 2625 Butterfield Road Suite 233N Oak Brook, Illinois 60523 Phone -630-230-1020 www.dzarch.com 16.073 R. D. 08.01 .16 DATE I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED UNDER MY SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, COMPLY WITH THE APPLICABLE CODES AND ORDINANCES OF THE CITY OF BOYNTON BEACH AND THE STATE OF FLORIDA. z re a ASSOCIATES, INC FL. LIC. #kAA0003104 258 S.E. 6th Avenue Suite 3 Delray Beach, Florida 33483 Phone -561.330.0826 Fax 561-330-9707 2625 Butterfield Road Suite 233N Oak Brook, Illinois 60523 Phone -630-230-1020 www.dzarch.com ® 2016 D -Z -A ASSOCIATES. INC. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPIRIGHi. Rev. No. Description Date: 07/01/16 FOR -ISSUED BID AND PERMIT 07/01 /16 Project No.: Rev'd. 16.073 R. D. 08.01 .16 DATE I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED UNDER MY SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, COMPLY WITH THE APPLICABLE CODES AND ORDINANCES OF THE CITY OF BOYNTON BEACH AND THE STATE OF FLORIDA. z re SIGNATURE 02.28.17 LIC. EXPIRATION WINDOW ADDITION ONLY FOR: DR. LEVINE MEDIC 4:L 0FFICF 3280 OLD BOYNTON BEACH BOYNTON BEACH, FLORIDA TITLE SHEET Date: Dr m Sheet No.: 07/01/16 % J.M. T 1.0 Project No.: Rev'd. 16.073 R. D. Y1� _j 9 0 Fn (PAVER SIDEWALK) �111003 EXAM # 1 (LASER) FRAM 49 DIAGNOSTIC ... ....... .. .......... CENTER �R I fl Suite 233N L__J L_J STORAGE Phone -630-230-1020 F-7\ r- 7\ Rev'd. L EXAM #-L2 F 7� 16.073 r__7\ . .. .. ........... . ..... RM0. L El II Lj ........ . ..... DILATION T.V.(WALL) . . ............ .................... ON mm mom sem DOCTOR'S OFFICE OFFICE #1 WAITING ... ....... .. .......... L 33483 �R I fl Suite 233N Oak Brook, Illinois STORAGE Phone -630-230-1020 F-7\ Project No.: Rev'd. L EXAM #-L2 F 7� 16.073 r__7\ . .. .. ........... . ..... x--70 MPH; EXPOSURE C WINDLOADS L J ........ . ..... T.V.(WALL) . . ............ .................... ............... ....... .. .... . ........... L ---------J J 7 EXAM #9REA r"A MEDICAL PROCESSING. /CORR. #2 CORR. # 5' ACCESSIBLE 5' ACCESSIBLE tt F.E. \, � — / F I L ACCESSIBLE ACCESSIBLE EXAM #4 EXAM #5 A EXISTING DUMPSTER AREA .................... ............ ................. .................... .............. .................... .................... . ............... ROOF ACCESS \FS/ H13 LADDER SERVER STORAGE 72 F ;`ACCESSIBLE: F11 LHAND SIN EXAM 411 EXAM #6 EXAM # 10 EXAM #7 RECEPTION AREA 0 z Ld 81 0 E ................. r ------ =2 IT _f.V.(iALLj) L Lj L__j Lj I __j L ........... 0 1 — — — — — — — — — — — — — — — — — — RDL RDU. - — — ----- II t I _j WAITING AREA ENTRY _j J T (PAVER SIDEWALK) OVERALL FLOOR PLAN - (SHOWN FOR, REFERENCE ONLY) MEN 3/16" NORTH (PAVER SIDEWALK) KEYNOTES G.C. TO SUPPLY AND INSTALL INTERIOR WINDOW TREATMENTS AT ALL NEW AND EXISITNG F-1 I WINDOWS. COORDINATE DESIGN INTENTIONS AND MATERIAL SELECTIONS WITH OWNER. OMIT INTERIOR WINDOW TREATMENTS AT SIM. CONDITION. NEW OPENING FOR NEW WINDOW. NEW WINDOW TO BE LARGE MISSILE IMPACT GLAZING. F2 SEE SCHEDULE THIS SHEET AND DETAILS ON A2.0. PARTITION SCHEDULE GENERAL NOTES 1. TAPE, 'MUD' AND SAND ALL NEW GYP. BD. PARTITIONS. 2. PROVIDE LEVEL 5 FINISH ON ALL NEW PARTITIONS. 3. INSTALL DRYWALL IN ACCORDANCE WITH THE CURRENT VERSION OF UNITED STATES GYPSUM WALL CONSTRUCTION HANDBOOK ASTM C645, ASTM C754, AND ASTM C840, MOST STRINGENT REQUIREMENTS. 4. INSTALL USG 'MOLD TOUGH' GYP. BD. PANELS IN PLUMBING WALLS AND WET AREAS. 5. PROVIDE 'DUROCK' CEMENT BD. BEHIND ALL CERAMIC/ PORCELAIN AND GLASS TILE WALLS. KAADV LOCATION nC"CnOIDTIOKI 5/8" GYP. BD. ON ONE SIDE OF 1 5/8" METAL STUDS (25 GA.) 0 16" O.C. FLOOR PLAN, SCHEDULES P_1 EXTERIOR WITH 1" RIGID INSULATION (R-4.0; POLYISOCYAN U RATE) BETWEEN FURRING AND NOTES FURRING MEMBERS. EXTEND PARTITION FROM FINISH FLOOR TO UNDERSIDE OF ROOF I ASSOCIATES, INC. FL. LIC. #AA0003104 ... ....... .. .......... Delray Beach, Florida 33483 �R . ... .......... .................... w Suite 233N Oak Brook, Illinois STORAGE Phone -630-230-1020 . .... ........... Project No.: Rev'd. —1603 AND 1609 INCLUSIVE FBIC — 10 W. F 7� 16.073 ................. . .. .. ........... . ..... x--70 MPH; EXPOSURE C WINDLOADS ACCESSIBA ........ . ..... L HAND SINK) 7 . . ............ .................... ............... ....... .. .... . ........... 7 EXAM #9REA .. ................ i OF FK: NEW ......... .... VIfDOW IN 8XISTING ...........ALL CONSTRUCTION. ................ ................ . . . ........... rn .. .... . .. .. . ............. . . ........... 2 . ......... .......... ...... ..... ry (jEi 8b: P-1 ............. ....... (14 ............. . .......... . . ... ................... ...... .. ...... ... ...... .............. . ................ EXAM #8 ......... . ............ rw d ........... ................. .... ............ ................. ............ Ek� TOILET OROOM I ................. ....... ......... STORAGE 14 . .. . . ....... F — — — . ................... .................... qS................ ............. KEYNOTES G.C. TO SUPPLY AND INSTALL INTERIOR WINDOW TREATMENTS AT ALL NEW AND EXISITNG F-1 I WINDOWS. COORDINATE DESIGN INTENTIONS AND MATERIAL SELECTIONS WITH OWNER. OMIT INTERIOR WINDOW TREATMENTS AT SIM. CONDITION. NEW OPENING FOR NEW WINDOW. NEW WINDOW TO BE LARGE MISSILE IMPACT GLAZING. F2 SEE SCHEDULE THIS SHEET AND DETAILS ON A2.0. PARTITION SCHEDULE GENERAL NOTES 1. TAPE, 'MUD' AND SAND ALL NEW GYP. BD. PARTITIONS. 2. PROVIDE LEVEL 5 FINISH ON ALL NEW PARTITIONS. 3. INSTALL DRYWALL IN ACCORDANCE WITH THE CURRENT VERSION OF UNITED STATES GYPSUM WALL CONSTRUCTION HANDBOOK ASTM C645, ASTM C754, AND ASTM C840, MOST STRINGENT REQUIREMENTS. 4. INSTALL USG 'MOLD TOUGH' GYP. BD. PANELS IN PLUMBING WALLS AND WET AREAS. 5. PROVIDE 'DUROCK' CEMENT BD. BEHIND ALL CERAMIC/ PORCELAIN AND GLASS TILE WALLS. KAADV LOCATION nC"CnOIDTIOKI 5/8" GYP. BD. ON ONE SIDE OF 1 5/8" METAL STUDS (25 GA.) 0 16" O.C. FLOOR PLAN, SCHEDULES P_1 EXTERIOR WITH 1" RIGID INSULATION (R-4.0; POLYISOCYAN U RATE) BETWEEN FURRING AND NOTES FURRING MEMBERS. EXTEND PARTITION FROM FINISH FLOOR TO UNDERSIDE OF ROOF I ASSOCIATES, INC. FL. LIC. #AA0003104 258 S.E. 6th Avenue Suite 3 Delray Beach, Florida 33483 Phone -561-330-0826 Fax 561-330-9707 2625 Butterfield Road 1 Suite 233N Oak Brook, Illinois 60523 Phone -630-230-1020 www.dzarch.com 0 2016 D -Z -A ASSOCIATES, INC. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT. Rev. No. Description Date: AISSUED FOR 07/01/16 BID AND PERMIT PERMIT REVIEW COMMENTS 08/01/16I I owl EXPIRATION 02.28.17 WINDOW ADDITION ONLY OR: DR. LEVINE ri 4 MEDMA-L OFFICE-- ----- ---- --- - 3280 OLD BOYNTON BEACH BOYNTON BEACH, FLORIDA WINDOW SCHEDULE MARK DESCRIPTION FL 14218.3 (LMI) LOCATION Dote: 07/01/16 Drawn ar. J. M. Sheet No.: 1 18 48"W x 48"T (L.M.I.) APPROVED/ SUBMITTED NORTH WALL OF EXISTING BUILDING A1.0 0 CONFORM WITH ASCE 7-10 0 CONFORM WITH THE FBC 2014 (FIFTH) EDITION. Project No.: Rev'd. —1603 AND 1609 INCLUSIVE FBIC — 10 W. 16.073 R. D.. x--70 MPH; EXPOSURE C WINDLOADS NORTH ELEVATION 3/16" = 1'-0" EXTERIOR VIEW ?OXY GROUT #5x38" DOWEL INTO XISTING CMU BEAM/ HEADER BOVE. (8" INTO NEW CMU). EW PRECAST LINTEL AS MANUF. Y CAST -CRETE, INC. (3,500 PSI ONC.) :ROUT SOLID @ 8" EACH SIDE 'ROVIDE (1) #5 AT ALL SIDES OF NEW MASONRY OPENING. EXISTING MASONRY WALL PROVIDE #5 DOWELS @ 32" O.C. (INCREASE SPACING AT WINDOW OPENINGS). 2TY P CAL NEW MASONRY OPENING /1 2" = 1'-0" GENERAL NOTES 1. THE SCOPE�OFORK ISLIMITED EXCLUSIVELY TO THE INSTALLATION OF A NEWEXTERIOR WIN THE EXISTING EXTERIOR CMU _WALL CONSTRUCTION A 2. ALL EQUIPMENT LOCATED ON THE EXTERIOR WALLS OF THE BUILDING IS TO BE PAINTED TO MATCH THE WALL COLOR BEHIND (CHAPTER 9, SECTION 10.C.4). EXTERIOR, WALL MOUNTED LIGHT FIXTURES, DECORATIVE OR OTHERWISE ARE NOT TO BE PAINTED. FINISH ON LIGHT FIXTURES IS TO BE DETERMINED. 3. ALL SURFACES TO BE PAINTED ARE TO BE PROPERLY CLEANED AND PREPARED FOR PAINT APPLICATION. ALL SURFACES TO BE PAINTED ARE TO RECEIVE A MINIMUM OF (1) ONE COAT OF EXTERIOR GRADE PRIMER AND (2) TWO COATS OF EXTERIOR GRADE PAINT. 4. THE EXTERIOR WALL OPENINGS AND EXTERIOR WALL CONSTRUCTION ARE TO COMPLY WITH TABLE 704.8 WITHIN FBC 2014, 5TH EDITION. SIGNAGE REQUIREMENTS 1. ALL EXTERIOR WALL SIGNAGE IS SUBJECT TO REVIEW AND APPROVAL FROM THE PLANNING AND DEVELOPMENT BOARD. 2. ALL SIGNAGE IS TO COMPLY WITH ALL CODE REQUIREMENTS, INCLUDING DIMENSIONS, FINISHES AND LETTER COLORS. ■ WALL SIGNAGE TENANT WALL SIGNAGE NOT TO EXCEED 40 SQUARE FEET PER TENANT SPACE. LETTERS TO BE BACKLIT AND BLACK IN COLOR, NOT TO EXCEED +2'-8" IN HEIGHT. IMPACT RESISTANT SYSTEMS ALL GLAZING/ SYSTEMS SHALL BE IMPACT RESISTANT (LARGE MISSILE IMPACT), USE TINTED GLASS AND CONFORM WITH THE FOLLOWING: ■ NOA: 10-0902.06 ■ FBC 14218.3 0 CONFORM WITH ASCE 7-10 ■ CONFORM WITH THE FBC 2014 5TH EDITION -1603 AND 1609 INCLUSIVE FBC - 10 -170 MPH; EXPOSURE C WINDLOADS MARK OLOF2 SCHEDULE- ,:)OXY CHEDULE DESCRIPTION DVzi.--*.1`111A ASSOCIATES, INC. FL. LIC. #kAA0003 i 04 258 S.E. 6th Avenue Suite 3 Delray Beach, Florida 33483 Phone -561-330-0826 Fax 561-330-9707 2625 Butterfield Road Suite 233N Oak Brook, Illinois 60523 Phone -630230-1020 www.dzarch.com ® 2016 O -Z -A ASSOCIATES. INC. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON UAW. STATUTORY AND OTHER RIGHTS. INCLUDING COPYRIGHT. F No. Description Date: ISSUED FOR 07/01/16 BID AND PERMIT 0 PERMIT 108/01/1 REVIEW COMMENTS IEW EXTERIOR WALL FURRING. SEE 'ARTITION SCHEDULE ON SHEET A3.0. ?ROVIDE 24"L #5 DOWEL EPDXY SET INTO EXISTING CMU/ PRECAST LINTEL ABOVE. ROUT CORES SOLID ABOVE NEW WINDOW OPENING. PROVIDE PRECAST CONCRETE LINTEL PROVIDE #5 VERTICAL REINFORCING BARS AT 48" O.C. (BOTH SIDES OF NEW MASONRY OPENING). IMPACT RESISTANT GLAZING SYSTEM. REFER TO WINDOW SCHEDULE ON SHEET A1.0 FOR ADDTIONAL INFORMATION. 3 TEL DETAIL ETERIOR WINDOWS „ PRECAST LIN 1. = 1 -0 NOTE: G.C. TO VERIFY ALL FINAL COLORS AND FINISHES WITH OWNER PRIOR TO ORDERING MATERIALS OR COMPLETING THE WORK. ELEVATION KEYNOTES F EXISTING PREFINISHED METAL WINDOW LOUVER, TYPICAL. PAINT. EXISTING CLERESTORY WINDOW TO REMAIN AT SIM. CONDITION. F2 EXISTING STUCCO HORIZONTAL ACCENT BAND, PATCH/ REPAIR AND PAINT, TYPICAL. EXISTING PREFINISHED ORNAMENTAL LIGHT FIXTURE. 4 REWORK EXISTING PREFINISHED METAL WINDOW LOUVER, TYPICAL TO ACCOMMODATE NEW WINDOW. PAINT. PROVIDE NEW REINFORCED OPENING FOR NEW IMAPCE RESISTANT FIXED WINDOW OPENING. SEE NOTED FOR FBC PROUCT APPROVAL. DESIGNATED CRITICAL WIND PRESSURE DESIGN REQUIREMENTS FOR NEW OPENING. INDICATES EXISTING BUILDING FINISHES AND MATERIALS. SHOWN FOR REFERENCE ONLY, NO WORK REQUIRED. SCOPE OF WORK ISOLATED TO THE INSTALLATION OF A NEW WINDOW OPENING. - _ _ _ _ - f� ,, w -0- -1%- WINDOW ADDITION ONLY FOR: . LE VINE DR MEDICAL OFFICE- LBOYNTON 0 OLD BOYNTON BEACH BEACH, FLORIDA NORTH ELEVATION, DETAILS AND NOTES E Drown Sheet No.: 16 J.M. Rev'd. A2.0 3 R.D. EPAINT: BENJAMIN MOORE #951 'BEIGE' ❑B PAINT: BENJAMIN MOORE #1223 'BROWN' �C PAINT: BENJAMIN MOORE #869 'CREAM' 08.01 •1 6 �D PAINT: BENJAMIN MOORE 'WHITE' (MATCH EXISTING COLOR) ; TM �E PAINT: BENJAMIN MOORE #869 'CREAM' MANUFACTURER'S STANDARD COLOR: WHITE IEW EXTERIOR WALL FURRING. SEE 'ARTITION SCHEDULE ON SHEET A3.0. ?ROVIDE 24"L #5 DOWEL EPDXY SET INTO EXISTING CMU/ PRECAST LINTEL ABOVE. ROUT CORES SOLID ABOVE NEW WINDOW OPENING. PROVIDE PRECAST CONCRETE LINTEL PROVIDE #5 VERTICAL REINFORCING BARS AT 48" O.C. (BOTH SIDES OF NEW MASONRY OPENING). IMPACT RESISTANT GLAZING SYSTEM. REFER TO WINDOW SCHEDULE ON SHEET A1.0 FOR ADDTIONAL INFORMATION. 3 TEL DETAIL ETERIOR WINDOWS „ PRECAST LIN 1. = 1 -0 NOTE: G.C. TO VERIFY ALL FINAL COLORS AND FINISHES WITH OWNER PRIOR TO ORDERING MATERIALS OR COMPLETING THE WORK. ELEVATION KEYNOTES F EXISTING PREFINISHED METAL WINDOW LOUVER, TYPICAL. PAINT. EXISTING CLERESTORY WINDOW TO REMAIN AT SIM. CONDITION. F2 EXISTING STUCCO HORIZONTAL ACCENT BAND, PATCH/ REPAIR AND PAINT, TYPICAL. EXISTING PREFINISHED ORNAMENTAL LIGHT FIXTURE. 4 REWORK EXISTING PREFINISHED METAL WINDOW LOUVER, TYPICAL TO ACCOMMODATE NEW WINDOW. PAINT. PROVIDE NEW REINFORCED OPENING FOR NEW IMAPCE RESISTANT FIXED WINDOW OPENING. SEE NOTED FOR FBC PROUCT APPROVAL. DESIGNATED CRITICAL WIND PRESSURE DESIGN REQUIREMENTS FOR NEW OPENING. INDICATES EXISTING BUILDING FINISHES AND MATERIALS. SHOWN FOR REFERENCE ONLY, NO WORK REQUIRED. SCOPE OF WORK ISOLATED TO THE INSTALLATION OF A NEW WINDOW OPENING. - _ _ _ _ - f� ,, w -0- -1%- WINDOW ADDITION ONLY FOR: . LE VINE DR MEDICAL OFFICE- LBOYNTON 0 OLD BOYNTON BEACH BEACH, FLORIDA NORTH ELEVATION, DETAILS AND NOTES E Drown Sheet No.: 16 J.M. Rev'd. A2.0 3 R.D. SPECIFICATIONS DIVISION 1 - GENERAL REQUIREMENTS SECTION 01010: GENERAL REQUIREMENTS 1.1 DESCRIPTION A. INDICATIONS ON THE DRAWINGS OR MENTION IN THE SPECIFICATIONS OF ARTICLES, MATERIALS, OPERATIONS OR METHODS REQUIRE THAT THE CONTRACTOR PROVIDE EACH ITEM INDICATED OR MENTIONED OF THE QUALITY AND SUBJECT TO THE QUALIFICATIONS NOTED. PROVIDE ALL LABOR, EQUIPMENT, SERVICES AND INCIDENTALS. 1.2 JOB CONDITIONS A. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE THEMSELVES WITH AS -BUILT CONDITIONS PRIOR TO SUBMITTING BIDS. REPORT ANY CONFLICTS BETWEEN THE DRAWINGS AND EXISTING CONDITIONS TO THE ARCHITECT. B. LOCATIG w OF UTILITIES AND STUB -UPS SHOWN ON THE DRAWINGS ARE BASED UPON THE BEST INFORMATION AVAILABLE AND ARE BELIEVED TO BE CORRECT. THE CONTRACTOR AND HIS VARIOUS SUB -CONTRACTORS ARE ADVISED TO VERIFY FOR THEMSELVES THE EXACT LOCATIONS) AND, IF FOUND TO BE SUBSTANTIALLY DIFFERENT FROM THAT SHOWN OR NON-EXISTENT, SHALL NOTIFY THE ARCHITECT IMMEDIATELY. 1.3 DISCREPANCIES A. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF FIELD CONDITIONS DIFFER' FROM THOSE OUTLINED IN THESE DOCUMENTS. NO DEVIATION FROM WORKING DRAWINGS AND SPECIFICATIONS WILL BE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL OF THE ARCHITECT OR OWNER. B. ANY AND ALL MODIFICATIONS TO THESE DOCUMENTS MUST BE APPROVED BY THE OWNER PRIOR TO BEGINNING CONSTRUCTION. ONCE CONSTRUCTION HAS BEGUN, MODIFCATIONS IN THE FIELD MUST BE APPROVED IN WRITING BY THE OWNER PRIOR TO BEING INCORPORATED IN THE WORK. 1.4 CODES A. ALL WORK SHALL BE IN ACCORDANCE WITH REQUIREMENTS OF LOCAL CODES AND ANY OTHER STATE AND NATIONAL CODES HAVING JURISDICTION. CODE REQUIREMENTS SHALL SUPERSEDE DRAWINGS AND SPECIFICATIONS. 1.5 PROTECTION A. THE CONTRACTOR SHALL TAKE OVER AND ASSUME RESPONSIBILITY FOR THE PREMISES AND SHALL PROVIDE AND MAINTAIN ALL PROTECTIONS REQUIRED BY THE GOVERNING LAWS, REGULATIONS, AND ORDINANCES. THE CONTRACTOR AND HIS VARIOUS SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR ANY LOSS OR DAMAGE CAUSED BY THEIR PERSONNEL TO THE PROPERTY, WORK OR MATERIALS INSTALLED, AND SHALL MAKE GOOD ANY LOSS, DAMAGE OR INJURY WITHOUT ADDITIONAL COST TO THE LANDLORD AND/OR TENANT. 1.6 TEMPORARY FACILITIES CONTROLS AND TENANT FURNISHED ITEMS A. PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION AS REQUIRED TO PROTECT THE OWNER'S PERSONNEL AND GENERAL PUBLIC OF INJURY DUE TO THE WORK. B. TEMPORARY TRASH STORAGE AND REMOVAL: THE CONTRACTOR SHALL MAKE PROVISIONS AND COORDINATE WITH THE LANDLORD'S PROJECT MANAGER TO PROVIDE ARRANGEMENTS FOR THE STORAGE AND REMOVAL OF CONSTRUCTION DEBRIS AND SHALL PAY COST FOR SUCH PROVISIONS. C. TEMPORARY FIRE PROTECTION: THE CONTRACTOR SHALL PROVIDE AND MAINTAIN FIRE EXTINGUISHERS AND OTHER EQUIPMENT AS NECESSARY FOR PROPER FIRE PROTECTION DURING CONSTRUCTION. D. PROTECTION OF WORK IN PLACE: WORK IN PLACE THAT IS SUBJECT TO INJURY BECAUSE OF OPERATIONS BEING CARRIED ON ADJACENT THERETO SHALL BE COVERED, BOARDED UP, OR SUBSTANTIALLY ENCLOSED WITH ADEQUATE PROTECTION. ALL FORMS OF PROTECTION SHALL BE CONSTRUCTED IN A MANNER SUCH THAT, UPON COMPLETION, THE ENTIRE WORK WILL BE DELIVERED TO THE TENANT IN PROPER, WHOLE AND UNBLEMISHED CONDITION. E. MATERIALS: ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED AS RECOMMENDED BY THE MANUFACTURERS, ALL LIKE MATERIALS USED SHALL BE NEW AND FREE FROM DEFECTS. ALL LIKE MATERIALS USED SHALL BE OF THE SAME MANUFACTURER AND QUALITY UNLESS OTHERWISE SPECIFIED. F. PROVIDE AND MAINTAIN ALL ACCESS ROADS AND PARKING AREAS REQUIRED BY CONSTRUCTION. CONTROL AND SUPERVISE ALL CONSTRUCTION TRAFFIC. MAINTAIN ROADS AND PARKING AREAS IN A CLEAN CONDITION. MAINTAIN ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES. KEEP FIRE HYDRANTS AND WATER CONTROL VALVES FREE FROM OBSTRUCTION. G. THE CONTRACTOR SHALL MAINTAIN THE PREMISES IN A CLEAN AND ORDERLY FASHION DURING THE ENTIRE CONSTRUCTION PERIOD, REMOVING ALL TRASH AND RUBBISH FROM THE JOB SITE DAILY AND PLACING IN DUMPSTER(S). ALL CONSTRUCTION DEBRIS: -SHALL BE CONTAINED WITHIN THE DESIGNATED CONSTRUCTION SITE BOUNDARIES. H. ALL CONSTRUCTION WORK SHALL BE PERFORMED IN A FIRST-CLASS WORKMANLIKE MANNER AND SHALL BE IN GOOD, USEABLE CONDITION AT THE DATE OF COMPLETION. CONTRACTOR SHALL REQUIRED ANY PERSONS PERFORMING SUCH WORK TO GUARANTEE THE SAME TO BE FREE FROM ANY AND ALL DEFECTS IN WORKMANSHIP AND MATERIALS FOR (1) YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION THEREOF. CONTRACTOR SHALL ALSO REQUIRE ANY SUCH PERSONS TO BE RESPONSIBLE FOR THE REPLACEMENT OR REPAIR, WITHOUT ANY ADDITIONAL COST OF ANY AND ALL WORK DONE OR FURNISHED BY OR THROUGH SUCH PERSONS WHICH MAY BECOME DEFECTIVE WITHIN (1) ONE YEAR AFTER SUBSTANTIAL COMPLETION OF WORK. THE CORRECTION OF SUCH WORK SHALL INCLUDE, WITHOUT ADDITIONAL COST, ALL EXPENSES AND DAMAGES IN CONNECTION WITH SUCH REMOVAL REPLACEMENT OR REPAIR OF ANY PART OF THE WORK WHICH MAY BE DAMAGED OR DISTURBED THEREBY. 1.7 AMERICANS WITH DISABILITIES ACT A. THE CONSTRUCTION OF THE PROJECT SHALL COMPLY WITH AND MEET ALL THE REQUIREMENTS OF THE AMERICANS WITH DISBILITIES ACT, PUBLIC LAW 101-336 AS OUTLINED IN THE FEDERAL REGISTER, VOLUME 56, NO. 144, EFFECTIVE JULY 26, 1991, INCLUDING ALL AMENDMENTS AND BULLETINS TO AND THROUGH THE TIME OF CONSTRUCTION OF THE PROJECT. DIVISION 2 - SITEWORK (NOT USED) DIVISION 3 - CONCRETE SECTION 03100: CONCRETE FORMWORK 1.1 FORM MATERIALS (WHERE CALLED FOR ON PLAN) A. WOOD FORMS: FOR UNEXPOSED CONCRETE SURFACES, NO. 2 COMMON OR BETTER LUMBER; FOR EXPOSED SURFACES, PLYWOOD FORMS OR FIBERBOARD LINING IN WOOD FORMS. B. EXPANSION JOINT FILLER STRIPES: PREMOLDED NON -EXTRUDING ASPHALT IMPREGNATED FIBERBOARD STRIPS OF THE REQUIRED THICKNESS. 1.2 ACCESSORIES A. FORM TIES: BOLTS OR PATENTED DEVICES WITH A TENSILE STRENGTH OF AT LEAST 3000 LBS. TIES SHALL BE ADJUSTABLE AND WITHOUT TUGS OR CONES WHICH WOULD LEAVE A HOLE OR DEPRESSION LARGER THAN 7/8" IN EXPOSED CONCRETE. 1.3 FORMWORK A. GENERAL: FORM ALL CONCRETE UNLESS SHOWN OTHERWISE. FORMWORK SHALL MEET THE REQUIREMENTS OF ACI 347-68 "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK." DIMENSIONS GIVEN ON THE DRAWINGS ARE THE MINIMUM NET MEASUREMENTS OF THE STRUCTURAL MEMBERS. B. CONSTRUCTION: CONSTRUCT FORMS TO THE DIMENSIONS AND SHAPES OF THE CONCRETE MEMBERS AS DETAILED AND SCHEDULED. SET, ASSEMBLE AND BRACE FORMS TO WITHSTAND WET CONCRETE CONSTRUCTION LOADS WITHOUT DEFLECTIONS, MOVEMENT OR LEAKAGE. SECTION 03200: CONCRETE REINFORCEMENT DIVISION 5 - METALS 1.1 MATERIALS SECTION 05400: COLD FORM METAL FRAMING A. REINFORCING BARS: DEFORMED BILLET STEEL MEETING ASTM A 615-82 WITH 1.1 MATERIALS Suite 233N SUPPLEMENTARY REQUIREMENTS (S1), GRADE 60. A. STEEL STUDS SHALL BE IN ACCORDANCE WITH AISI "SPECIFICATIONS FOR THE DESIGN B. REINFORCING FABRIC: WELDED STEEL WIRE FABRIC MEETING ASTM A 185-73. OF COLD FORMED STEEL STRUCTURAL MEMBERS", LATEST ADDITION. C. TIE WIRE: 16 GAUGE ANNEALED STEEL WIRE. B. PARTITION STUDS: NON -LOAD BEARING PARTITION STUDS SHALL BE "SJ" STYLE AS D. ACCESSORIES: ANCHORS, DOWELS, SPACERS, CHAIRS, BOLSTERS AND OTHER DEVICES MANUFACTURED BY USG OR AN APPROVED EQUAL AND MEETING THE REQUIREMENTS OF -EQUIPMENT NOT USED ( ) FOR SUPPORTING AND FASTENING REINFORCEMENT WHICH ARE NORMALLY CONSIDERED AS ASTM A-446, GRADE A WITH A MINIMUM YIELD STRENGTH OF 33,000 PSI. ACCESSORIES TO THE CONCRETE WORK. FRESH "STANDARDCRETE TO THE JOB SHALL MEET EMENTS OF ASTM C 94-78A A. INSTAL INSULATIONINSULATION WITH VAPOR BARRIER ON THE WARM SIDE OR `INSIDE AS THE CASE 1. SIZES: AS SHOWN ON DRAWINGS 1.2 INSTALLATION 2. GAUGE: 25 UNLESS OTHERWISE SHOWN. A. GENERAL: REINFORCEMENT SHALL MEET REQUIREMENTS OF ACI 318-177, "BUILDING 1.2 INSTALLATION CODE REQUIREMENTS FOR REINFORCED CONCRETE." B. LABORATORY DESIGN MIX: 1. AFTER APPROVAL OF AGGREGATE AND OTHER MATERIALS, PROVIDE MIX DESIGN IN 1. CUT THE MATERIAL TO FIT SNUGLY AROUND ALL OBSTRUCTIONS WITH EDGES AND JOINTS BUTTED TIGHT SO THAT THERE WILL BE NO GAPS OR BREAKS IN THE DIVISION A. ATTACH FLOOR RUNNERS TO CONCRETE SLABS USING POWER DRIVEN FASTENERS OR B. PLACING: ASSEMBLE REINFORCING STEEL IN THE FORMS WIRED AND FASTENED SECURELY MACHINE SCREWS AND EXPANSION SHIELDS. LOCATE FASTENERS AT CORNERS, AT SO THAT IT REMAINS IN POSITION WITHOUT DISPLACEMENT WHILE CONCRETE IS PLACED. RUNNER ENDS, AND SPACED NO MORE THAN 24" O.C. SECTION 03300: CAST -IN-PLACE CONCRETE 2. FRICTION FIT INSULATION INTO PLACE SO THAT INSULATION DOES NOT SAG OR SETTLE. DIVISION 14 -CONVEYING SECTION 05500: METAL FABRICATIONS 1.1 JOB CONDITIONS A. ENVIRONMENTAL REQUIREMENTS: 1.1 DESCRIPTION 1. DO NOT PLACE CONCRETE WHEN TEMPERATURE IS BELOW 40 DEGREES FARENHEIT. A. WORK INCLUDED: THIS. WORK COMPRISES FABRICATING AND INSTALLING MISCELLANEOUS 1.5 CONCRETE FLOOR AND SLAB FINISHES METAL WORK AND RELATED ITEMS. DIVISION 2. DURING HOT WEATHER, TAKE SPECIAL CARE TO PREVENT HIGH TEMPERATURES IN THE 1,2 SUBMITTALS FRESH CONCRETE. USE A SET RETARDING ADMIXTURE TO ASSURE CONCRETE REMAINS WORKABLE, FOR FLATWORK, USE A SPRAY -ON EVAPORATION RETARDANT "C.S. 309" AS A. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS OR PRODUCT DATA, AS PERTINENT, FOR EACH ASTM -A-525-75, COATING DESIGNATION G90. MANUFACTURED BY W.R. MEADOWS OR AN APPROVED EQUAL. INSTALL IN STRICT ITEM SCHEDULED, TO THE ARCHITECT FOR REVIEW BEFORE ANY WORK IS FABRICATED. ACCORD WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 1.3 FASTENERS B. COORDINATION: NOTIFY OTHER TRADES AND CONTRACTORS WELL IN ADVANCE OF PLACING A. FOR EXTERIOR USE AND WHERE BUILT INTO EXTERIOR WALLS, PROVIDE ZINC -COATED B. SMOOTH TROWEL FINISH FOR SLABS. CONCRETE TO ALLOW THEM SUFFICIENT TIME IN WHICH TO INSTALL WORK WHICH IS TO BE FASTENERS. BUILT OR CAST INTO THE CONCRETE. B. PROVIDE FASTENERS OF TYPE, GRADE AND CLASS REQUIRED FOR THE PARTICULAR USE. 1.2 CONCRETE MATERIALS 1.4 OTHER MATERIALS A. CEMENT: PORTLAND CEMENT OF DOMESTIC MANUFACTURE MEETING ASTM C 150-78, TYPE 1. A. PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A B. FINE AGGREGATE: WASHED SAND MEETING ASTM C 33-78 AND WITH A FINENESS COMPLETE AND PROPER INSTALLATION, AS SELECTED BY THE CONTRACTOR SUBJECT TO MODULUS OF BETWEEN 2.50 AND 3.00. THE APPROVAL OF THE ARCHITECT. C. COARSE AGGREGATE: CLEAN CRUSHED STONE OR WASHED GRAVEL MEETING ASTM C33-78. 1.5 SHOP PAINT D. ADMIXTURE: WATER -REDUCING ADMIXTURE: MASTER BUILDERS "POZZOLITH" GIFFORD-HIL A. PRIMER: USE "10-99" TNEMEC PRIMER OR "RUSTOLEUM" NUMBER 5769 PRIMER. "PSI" OR EQUAL MEETING ASTM C 494-79 TYPES "A", "D" AND "E". B. FOR REPAIR OF GALVANIZING, USE A HIGH ZINC -DUST CONTENT PAINT COMPLYING WITH MIL -P-21035. E. WATER: CLEAN AND POTABLE. 1.6 MISCELLANEOUS METAL SCHEDULE 1.3 SELECTING PROPORTIONS FOR CONCRETE A. GENERAL: THE FOLLOWING IS A GENERAL LIST OF THE METAL WORK TO BE FURNISHED A. STRENGTH: SELECT PROPORTIONS FOR A MIX DESIGNED TO PRODUCE CONCRETE WITH A UNDER THIS SECTION OF THE SPECIFICATIONS. OTHER ITEMS OF MISCELLANEOUS METAL 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, UNLESS OTHERWISE NOTED OR WORK SHOWN AND NOTED ON THE DRAWINGS AND NOT MENTIONED ELSEWHERE IN THE SPECIFIED. SPECIFICATIONS SHALL BE FURNISHED AS THOUGH SPECIFICALLY DESCRIBED HEREIN. B. ADMIXTURE: USE ADMIXTURE IN ALL CONCRETE. SELECT THE TYPE (NORMAL, RETARDED 1. THRESHOLDS: EXTRUDED ALUMINUM OR FERROGRIT SADDLES OF THE TYPES AND OR HIGH EARLY) BEST SUITED FOR THE TEMPERATURE CONDITIONS AT THE TIME THE SIZES DETAILED, COPE ENDS TO FIT THE INTENDED FRAMED OPENINGS. CONCRETE IS PLACED AND FINISHED. 2. MISCELLANEOUS ITEMS: FURNISH MISCELLANEOUS ANGLES, CHANNELS, CLIPS, BOLTS, C. SLUMP: SELECT PROPORTIONS TO PRODUCE CONCRETE WITH THE FOLLOWING MAXIMUM ANCHORS, STEEL SHAPES AND THE LIKE SHOWN THROUGHOUT THE DRAWINGS AND NOT SLUMP: SPECIFICALLY CALLED FOR TO BE FURNISHED WITH ANOTHER ITEM OR UNDER ANOTHER SECTION OF THE WORK. REINFORCED FOOTINGS ---------------- 5" 1.7 INSTALLATION REINFORCED WALLS, BEAMS AND SLABS ----- 4" A. DELIVER, STORE AND ERECT METAL WORK IN SUCH MANNER THAT THE PARTS ARE NOT D. CONCRETE TESTING: DAMAGED OR DEFORMED. 1. MOLDED CONCRETE CYLINDERS: B. ANCHORAGE SHALL BE ADEQUATE TO SAFELY RESIST ALL STRESSES TO WHICH THE WORK a. PROVIDE THREE TEST CYLINDERS FOR EACH 75 CU. YDS„ OR FRACTION THEREOF, WILL NORMALLY BE SUBJECTED. OF EACH CLASS OF CONCRETE OF EACH DAY'S PRESENT. b. TEST ONE CYLINDER FOR SEVEN DAYS, TWO AT 28 DAYS, UNLESS DIRECTED DIVISION 6 - WOOD AND PLASTICS (NOT USED) OTHERWISE BY THE ARCHITECT. c. REPORT THE MIX, SLUMP, GAGE, LOCATION OF CONCRETE IN THE STRUCTURE AND TEST RESULTS. d AND TEST IN ACCORDANCE WITH THE APPLICABLE ASTM STANDARD �+' DIVISION DIVISION 7 - THERMAL AND MOISTURE PROTECTION STAKE PECIFICATIONS. 2. CORE TEST: SECTION 07210: BUILDING INSULATION a PROVIDE ONLY WHEN SPECIFICALLY Cr) DIRECTED BY THE ARCHITECT BECAUSE OF DIVISION 8 - DOORS AND WINDOWS SECTION 08411: ALUMINUM -FORMED STOREFRONT (IMPACT RESISTANT PART 1 GENERAL 1.01 SUMMARY A. A. SECTION 08411 - ALUMINUM -FRAMED ENTRANCES & STOREFRONTS (IMPACT RESISTANT) B. PART I - GENERAL 1. Furnish all necessary materials, labor, and equipment for the complete installation of the aluminum storefront system as shown on the drawings and specified herein. 2. 1.01 SUMMARY 1. Section includes: Aluminum Storefront Systems YKK AP Series YHS 50 FS Impact Resistant Storefront System (Monolithic Glazing) 3. Related Sections: 1. Sealants: Dow Corning® 995 Structural Silicone Sealant. 2. Glass and Glazing: Refer to Division 8 Glass and Glazing Section for glass and glazing requirements. 4. Single Source Requirement: All products shall be by the same manufacturer. C. 1.02 SYSTEM DESCRIPTION 1. Performance Requirements: Provide aluminum curtain wall systems that comply with performance requirements indicated, as demonstrated by testing manufacturer's assemblies in accordance with South Florida Building Code Test Protocols TAS 201, TAS 202 and TAS 203. 1. Air Infiltration: Completed storefront systems shall have 0.06 CFM/FT2 (1.10 m3/h•m2) maximum. 2. Allowable infiltration when tested in accordance with ASTM E 283 at differential static pressure of 6.24 psf (299 Pa). 3. Water Infiltration: No uncontrolled water when tested in accordance with ASTM E 331 at test pressure differential of: 12 PSF (575 Pa) (or when required, field tested in accordance with AAMA 503). Fastener Heads must be Seated and sealed against Sill Flashing on any fasteners that penetrate through the Sill Flashing. 4. Wind Loads: Completed storefront system shall withstand wind pressure loads normal to wall plane indicated: 2. Exterior Walls: 2.1.Positive Pressure: 70 psf. 2.2 Negative Pressure: 90 psf. 2.3 Deflection: Maximum allowable deflection in any member when tested in accordncewith ASTM E 330 With allowable stress in accordance with AAMA Specifications for Aluminum Structures. 2.4 Withthout Horizontals: L/175 or 3/4" (19.1 mm) maximum. 2.5 With Horizontals: L/175 or L/240 + 1/4" (6.4mm) for spans greater than 13'-6" (4.1m) but less than 40'-0" (12.2m). 3. Thermal Movement: Provide for thermal movement caused by 180 degrees F. (82.2 degrees C.) surface temperature, without causing buckling stresses on glass, joint seal failure, undue stress on structural elements, damaging loads on fasteners, reduction of performance, or detrimental effects. DIVISION 9 - FINISHES (NOT USED) LOW CYLINDER TEST RESULTS. b. CUT FROM LOCATIONS DIRECTED IN ACCORDANCE 1.1 MATERIALS DIVISION 10 -SPECIALTIES (NOT USED) BY THE ARCHITECT, SECURING A. BATT INSULATION: SPUN MINERAL WOOL OR GLASS FIBER BLANKETS OR BATTS 3-1/2" Suite 233N Oak Brook, Illinois 60523 WITH ASTM C42, AND PREPARE AND TEST IN ACCORDANCE WITH ASTM C39. AND 6" THICK WITH ALUMINUM FOIL VAPOR BARRIER MEMBRANE ON ONE FACE. MINIMUM 1.4 MIXING AND DELIVERY INSULATION THERMAL RESISTANCE R-11 IN WALLS AND R-19 IN CEILINGS RESPECTIVELY. DIVISION 11 -EQUIPMENT NOT USED ( ) A. THE MEASUREMENT OF THE CONCRETE MATERIALS AND THE MIXING AND DELIVERY OF 1.2 INS TrLLATION FRESH "STANDARDCRETE TO THE JOB SHALL MEET EMENTS OF ASTM C 94-78A A. INSTAL INSULATIONINSULATION WITH VAPOR BARRIER ON THE WARM SIDE OR `INSIDE AS THE CASE DIVISION 12 - FURNISHINGS (NOT USED) SPECIFICATION FOR READY-MIXEDTHE CONCRETE". B. LABORATORY DESIGN MIX: 1. AFTER APPROVAL OF AGGREGATE AND OTHER MATERIALS, PROVIDE MIX DESIGN IN 1. CUT THE MATERIAL TO FIT SNUGLY AROUND ALL OBSTRUCTIONS WITH EDGES AND JOINTS BUTTED TIGHT SO THAT THERE WILL BE NO GAPS OR BREAKS IN THE DIVISION 13 - SPECIAL CONSTRUCTION (NOT USED) ACCORDANCE WITH ACI 613. INSULATION. 2. -PROVIDE DESIGNS FOR ALL MIXESPREPARED BY A LICENSED CIVIL "ENGINEER. 2. FRICTION FIT INSULATION INTO PLACE SO THAT INSULATION DOES NOT SAG OR SETTLE. DIVISION 14 -CONVEYING SYSTEMS (NOT USED) 3. FLY ASH IN THE MIX SHALL BE USED ONLY WITH THE STRUCTURAL' WRITTEN APPROVAL SECTION 07620: SHEET METAL FLASHING AND TRIM OF THE ARCHITECT. 1.5 CONCRETE FLOOR AND SLAB FINISHES 1.1 MATERIALS DIVISION 15 - MECHANICAL (NOT USED) A. SHEET METAL: ZINC COATED (GALVANIZED) COOPER STEEL SHEET MEETING A. BRUSH: PROVIDE A TEXTURE FINISH FOR EXTERIOR CONCRETE PLATFORM SLABS AND ASTM -A-525-75, COATING DESIGNATION G90. SIDEWALKS. B. SEALANT: ONE PART POLYSULFIDE POLYMER BASE SEALANT MEETING FEDERAL SPEC. DIVISION 16 - ELECTRICAL (NOT USED) B. SMOOTH TROWEL FINISH FOR SLABS. TT -S -00230C, TYPE IL DIVISION 4 - MASONRY SECTION 04200: UNIT MASONRY 1.1 MATERIALS A. ALL BRICK AND BLOCK DESIGN AND CONSTRUCTION SHALL CONFORM TO "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES," ACI 530/ACSE 5, AND "SPECIFICATIONS FOR MASONRY STRUCTURES," ACI 530.1-88/ASCE 6. B. MASONRY MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE FOLLOWING ASTM SPECIFICATIONS: 1. CLAY BRICK: ASTM C-216 (FACE BRICK) GRADE SW, TYPE FBS, UNLESS NOTED OTHERWISE IN THE ARCHITECTURAL SPECIFICATIONS. 2. LOADBEARING CMU: ASTM C-90, TYPE I (OR REINFORCED) MINIMUM COMPRESSIVE STRENGTH = 1900 PSI (THREE UNITS) 3. MORTAR: ASTM C-270, TYPE S - MINIMUM COMPRESSIVE STRENGTH = 1800 PSI AT 28 DAYS 4. GROUT: ASTM C-476, MINIMUM COMPRESSIVE STRENGTH = 3000 PSI AT 28 DAYS 5. MASONRY REINF.: ASTM A-82, GALVANIZED 1.2 INSTALLATION A. PRIOR TO DELIVERY OF MASONRY UNITS TO THE JOB SITE, FURNISH THE OWNER WITH AFFIDAVITS FROM AN APPROVED TESTING LABORATORY CERTIFYING THAT ALL UNITS CONFORM TO THEIR RESPECTIVE ASTM REQUIREMENTS. B. GROUT ALL CAVITIES CONTAINING REINFORCEMENT IN LIFTS NOT TO EXCEED 5'-0". DO NOT DISPLACE THE REINFORCING WHILE PLACING THE GROUT. C. SPLICED REINFORCING SHALL BE LAPPED 48 BAR DIAMETERS OR 24 INCHES, WHICHEVER IS GREATER. SPLICED BARS SHALL BE WIRED TOGETHER. D. MORTAR SHALL BE TESTED BY AN APPROVED TESTING LABORATORY IN ACCORDANCE WITH ASTM C-780. TWO SETS OF THREE MORTAR CUBES SHALL BE TAKEN AT RANDOM FOR EACH DAY OF THE MASONRY WORK. TEST ONE CUBE OF EACH SET AT 7 DAYS AND 28 DAYS. TEST THE THIRD CUBE AT 56 DAYS ONLY IF REQUIRED BY THE ARCHITECT. E. PROVIDE STANDARD DUR-O-WALL OR EQUIVALENT REINFORCEMENT, 9 GA. MINIMUM WIRE DIAMETER, AT EVERY SECOND BLOCK COURSE, 16" ON CENTER VERTICALLY, IN ALL WALLS UNLESS NOTED OTHERWISE. INSTALL JOINT REINFORCEMENT IN THE FIRST AND SECOND BED JOINTS, EIGHT (8) INCHES O.C., IMMEDIATELY ABOVE AND BELOW OPENINGS. EXTEND THE REINFORCEMENT IN THE SECOND BED JOINTS, ABOVE AND BELOW, EXTEND REINFORCEMENT TWO (2) FEET BEYOND JAMBS, MINIMUM. F. MASONRY CONTROL JOINTS ARE REQUIRED (INTERIOR AND EXTERIOR) AT A MAXIMUM HORIZONTAL SPACING BETWEEN JOINTS OF 24'-0". SEE THE ARCHITECTURAL DRAWINGS FOR THE EXACT LOCATIONS. CONTRACTOR NOTE: NO JOINTS SHALL BE LOCATED WITHIN 2'-0" OF STEEL BEAM BEARINGS. G. PROVIDE FLEXIBLE MASONRY JOINTS AT ALL SIDES OF STEEL BEAMS AND/OR STEEL JOISTS THAT PENETRATE NON-BEARING MASONRY WALLS. MAINTAIN A MINIMUM 1-1/2" CLEAR DISTANCE BETWEEN THE STEEL AND MASONRY. H. NO EXTERIOR MASONRY SHALL BE LAID WHEN THE OUTSIDE AIR TEMPERATURE IS LESS THAN 407., UNLESS THE RECOMMENDATIONS IN "SPECIFICATIONS FOR MASONRY STRUCTURES," ACI 530.1 /ASCE 6, ARE STRICTLY FOLLOWED. THE SPECIFICATIONS FOR LAYING MASONP.Y IN HOT WEATHER, CONTAINED IN THE SAME REFERENCE, SHALL ALSO BE STRICTLY FOLLOWED. ALL MASONRY BELOW GRADE SHALL BE SET WITH TYPE 'S' MORTAR AND SHALL BE SOLID BLOCK OR HAVE ALL VOIDS GROUTED SOLID. BRACE ALL FOUNDATION AND/OR BASEMENT WALLS, AS REQUIRED, TO PREVENT DAMAGE DUE TO THE BACKFILLING OPERATIONS. SECTION 07900: JOINT SEALERS 1.1 MATERIALS A. EXTERIOR SEALANT: 1 • FOR JOINTS LESS THAN 1" WIDE; PECORA "GC -9 SYNTHACAULK", SONNEBORNE "SONOLASTIC ONE -PART" OR APPROVED EQUAL ONE -PART POLYSULFIDE POLYMER BASE SEALANT MEETING FED. SPEC. TT -S -00230C, TYPE II, COLOR AS SELECTED. 2• FOR JOINTS 1" WIDE AND LARGER; SONNEBORNE "NP -11", MULTI -PART, NON -SAG POLYURETHANE RUBBER SEALANT MEETING FED. SPEC. TT -S -00227E, TYPE II, COLOR AS SELECTED. A. INTERIOR SEALANT: PECORA "AC -20", SONNEBORNE "SONOLAC" OR APPROVED EQUAL, ACRYLIC LATEX, GENERAL PURPOSE, GUN GRADE SEALANT. B. THRESHOLD SEALANT: PROVIDE ONE -PART BUTYL RUBBER POLYMERIC SEALANT MEETING FED. SPEC. TT -S-001657, COLOR AS SELECTED. C. PRIMER: SYNTHETIC RESIN SOLUTION RECOMMENDED BY THE SEALANT MANUFACTURER. D. BACKING MATERIAL: CLOSED -CELL POLYURETHANE OR POLYETHYLENE ROD STOCK AS RECOMMENDED BY MANUFACTURER OF SEALANT. 1.2 PREPARATION A. CLEAN OUT JOINTS IMMEDIATELY BEFORE INSTALLING JOINT SEALERS TO COMPLY WITH RECOMMENDATIONS OF JOINT SEALER MANUFACTURER. B. JOINTS TO BE CAULKED SHALL BE AT LEAST 1/4" WIDE. CUT OR GRIND JOINT IF NECESSARY TO MAINTAIN WIDTH. C. REMOVE ALL FOREIGN MATERIAL FROM JOINTS SUBSTRATES WHICH COULD INTERFERE WITH ADHESION OF JOINT SEALER, INCLUDING DUST, PAINTS, EXCEPT FOR PERMANENT, PROTECTIVE COATING TESTED AND APPROVED FOR SEALANT ADHESION AND COMPATIBILITY BY SEALANT MANUFACTURER; OLD JOINT SEALERS; OIL; GREASE; WATERPROOFING; WATER REPELLENTS; WATER; SURFACE DIRT AND FROST. D. IN OPEN JOINTS AND WHERE DETAILED, INSTALL ROD STOCK AS BACKING MATERIAL. E. WHERE SEALANT IS TO BE APPLIED AGAINST SMOOTH METAL SURFACES, WIPE THESE SURFACES CLEAN WITH A SUITABLE KETONE SOLVENT IMMEDIATELY PRIOR TO CAULKING. 1.3 APPLICATION A. PRIME JOINT SUBSTRATE WHERE RECOMMENDED BY JOINT SEALER MANUFACTURER BASED ON JOINT SEALER -SUBSTRATE TESTS OF PRIOR EXPERIENCE. B. DEPTH OF SEALANT: SEALANT JOINTS TO BE A DEPTH NO GREATER THAN JOINT WIDTH, BUT NEVER LESS THAN 1/4" DEEP. C. APPLY SEALANT WITHIN RECOMMENDED TEMPERATURE RAGE. D. TOOL JOINTS CONCAVE UNLESS SHOWN OTHERWISE. E. CAULK THE INSIDE AND OUTSIDE JOINTS ADJACENT TO WALL CONSTRUCTION AROUND THE PERIMETER OF ALL METAL FRAMES IN EXTERIOR WALLS. 1.4 CLEANING A. CLEAN OFF EXCESS SEALANTS OR SEALANT SMEARS ADJACENT TO JOINTS WITH CLEANING MATERIALS APPROVED BY MANUFACTURERS OF JOINT SEALERS AND PRODUCTS IN WHICH JOINTS OCCUR. l.F �.f ,y ASSOCIATES, INC FL. LIC. #AA0003104 258 S.E. 6th Avenue Suite 3 Delray Beach, Florida 33483 Phone•561.330.0826 Fax 561.330.9707 2625 Butterfield Road Suite 233N Oak Brook, Illinois 60523 Phone•630.230.1020 www.dzarch.com ® 2016 D-ZM ASSOCLATES, INC. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RErAIN ALL COMMON LAW, S'ATUTORY AND OTHER RIGHTS. INCLUDING COPYRIGHT. Rev. No. Description Date: -ISSUED FOR 07/01/16 BID AND PERMIT 08.01.16 4 - EXPIRATION 02.28.17 WINDOW ADDITION ONLY FOR: DR. LEVINE MEDICAL- OFFICE 3280 OLD BOYNTON BEACH BOYNTON BEACH, FLORIDA PROJECT SPECIFICATIONS Date: 07/01 /16 Drawn J.M. Sheet No.: A3.0 Project No.: Rev'd. 16.073 R.D.