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CONSTRUCTION PLAN
ANGLES DESIGN ARCHITECTURE AA-0002900 INTERIOR DESIGN IB-0000933 ANGLES DESIGN ASSOCIATES INC. 13312 S.W. 29 STREET MIAMI, FLORIDA 33175 TEL (305) 554-1809 TEL (772) 285-0585 MANGLES@MAARCHDESIGNS.COM • • • WWW.ANGLESDESIGN.COM CONNECTICUT . FLORIDA GEORGIA ILLINOIS MARYLAND MICHIGAN NEW JERSEY NEW YORK NORTH CAROLINA SOUTH CAROLINA UTAH . VIRGINIA Lu Lzz Ic�o3 ri w CY_ w CONSTRUCTION DOCUMENTS W Q W W zU�Q INDEX F DRAWINGS W � � z O �, � ,� � W � U CONTRACTOR: LL1 O ARCHITECTURAL: � Z ~ � t J w I C I PALITY O CS-1.0 COVER SHEET �� �� CS- SITE LOCATION, GENERAL INFORMATION, GENERAL NOTES Z � Q �D SP-1.0 EXISTING SITE PLAN �� A-1.0 EXISTING CONDITIONS - 15T. & 2ND. FLOOR PLANS Q a° ST. LUCIE COUNTY �D A-1 ,l DEMOLITION PLANS - 1ST, & 2ND. FLOORS � �D A-1.2 NEW 1ST. FLOOR PLAN OO N G CODE �� A-1.3 NEW 2ND. FLOOR PLAN = �D A-1.4 1ST. & 2ND. LEVELS ENLARGEMENT PLANS -NEW ELEVATOR �D A-2,0 EXISTING CONDITIONS -ROOF PLAN p U ors, QQ� W ��w Z j-Z Lu =o° zz- Na'z ��¢ U W w �� wV �T3 H Q Qo Lu ❑Q� zz° 30= afl� 0� up nZU � J W Q Q Paz �w WW OUF- U W y =mom =w a o o Wzu Uaz �Q0 MANuaANGLESNCARB,AIA,LEEDAP �P•' �� ~''^'c'•:o� ; �; 23 c�, c•�T, '�',a;FRED"P� ,�,�",,,,e AR 9238 REVISIONS: DRAWN BY: D.G. DATE DRAWN: 11/03/21 DATE ISSUED: DATE PLOTTED: 12/09/21 COMM. NC7; SHEET NO: 1 CS— I •0 PERMIT SET OF: A 2.1 NEW ROOF PLAN A-3.0 EXISTING CONDITIONS - BUILDING ELEVATIONS A-3.1 NEW BUILDING ELEVATIONS A-3.2 NEW BUILDING ELEVATIONS A-4.0 NEW ELEVATOR SECTIONS A-5.0 DOOR, WINDOW, & FINISH SCHEDULES A-6.0 MISCELLANEOUS DETAILS STRUCTURAL: S-1 FOUNDATION PLAN S-2 2ND. FLOOR & ROOF FRAMING PLAN S-3 ELEVATION S-4 SECTIONS S-5 TYPICAL DETAILS S-6 TYPICAL DETAILS S-7 STRUCTURAL NOTES ELECTRICAL: E-1 FIRST FLOOR POWER PLAN E-2 ELECTRICAL NOTES RISER AND PANEL SCHEDULE i �. 1 F MECHANICAL: M-1 FIRST FLOOR HVAC PLAN �� ��MP�i ' UMBIN PLUMBING: P-1 FIRST FLOOR PLUMBING PLAN BUILDING CODE IN EFFECT: FLORIDA BUILDING CODE (F.B.C.) 2020 7th EDITION & FLORIDA BUILDING CODE 2020 EXISTING BUILDING - 7th EDITION PROJECT I OWNER: MR. & MRS. TED WEISE 1206 N.W. WINTERS CREEK RD. PALM CITY, FLORIDA APPLICABLE ENGINEERING CODES SITE M 2020 NATIONAL ELECTRICAL CODE, N.F.P.A. 70 2020 FLORIDA BUILDING CODE -PLUMBING 2020 FLORIDA BUILDING CODE - MECHANICAL UNINCORPORATED APPLICABLE FIRE CODE ZONING ALL WORK SHALL BE IN ACCORDANCE WITH THE FFPC/NFPA, FLORIDA FIRE PREVENTION CODE 5TH EDITION & NATIONAL FIRE PROTECTION ASSOCIATION LIFE SAFETY CODE 2015 EDITION, U.O.N. CODE OF ORDINANCES ST. LUCIE COUNTY, FLORIDA �D O O OCCUPANCY ZONING CODE DATA - REQUIREMENTS O O OCCUPANCY IS: SINGLE FAMILY RESIDENTIAL - PER F.B.C. 2020 CHAPTER 3 PROJECT ZONE DISTRICT: PUD PLANNED UNIT DEVELOPMENT LOT 4 - SANDPINE VILLAGE, ST. LUCIE COUNTY, FLORIDA O O O O BUILDING DATA O - SCOPE O F WORK REQUIRED/ ALLOWED PROPOSED O MAXIMUM NUMBER OF STORIES: 2 2 O THE PROPOSED PROJECT CONSIST OF THE ADDITION OF A NEW ELEVATOR AT THE REAR ELEVATION (NORTHEAST) WITHIN EXIST. COVERED PORCH OF AN EXISTING 2-STORY RESIDENCE BUILDING LOCATED AT - - ; PALM CITY, FLORIDA. i 2-&0 Na) t�i c e p`" A A NEW SINGLE HUNG WINDOW WILL BE ADDED AT THE KITCHEN SIDE WALL (SOUTHEAST) AS SHOWN ON PLANS. BUILDING SETBACKS: MIN. FRONT SETBACK: 25'-p" MIN. SIDE SETBACK: 15-0 „ MIN. REAR SET BACK: 15'-0" 25'-0" 1 -0 „ 15'-0" O O O LOCATION MAP O r�* � x -w r a n►n , x �t 0 w » 1206 N.W. WINTERS CREEK RD. PALM CITY, FLORIDA O SITE INFORMATION: a AREA CALCULATIONS LOT 4 AREA = +/-0.482 ACRES=+/-21,036 SQ. FT, ENTRY PORCH AREA = +/- 326 SQ. FT. REAR PORCH AREA _ +/- 366 SQ. FT. GARAGE AREA = +/- 990 SQ. FT. SCREEN ENCLOSED POOL DECK AREA = +/-1,775 SQ. FT." GROUND FLOOR A/C AREA = +/-3,352 SQ. FT. GROUND FLOOR TOTAL AREA = +/-6,809 5Q. FT. SECOND FLOOR A/C AREA = +/- 878 SQ. FT. 1. QUALITY ASSURANCE: A. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE FLORIDA BLDG. CODE 2020 7TH EDITION. B. USE ADEQUATE NUMBER OF SKILLED WORKERS WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR THE PROPER PERFORMANCE OF THE WORK OF SPECIFIED HEREIN. C. COORDINATE DIMENSIONS OF ALL DISCIPLINES WITH ARCHITECTURAL DRAWINGS. 2. THE CONTRACTOR SHALL VISIT THE PREMISES AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL DETAILS OF THE WORK AND WORKING CONDITIONS. VERIFY ALL DIMENSIONS IN THE FIELD, AND ADVISE THE ARCHITECT / ENGINEER OF ANY DISCREPANCY BEFORE PERFORMING THE WORK. 3, THE CONTRACTOR SHALL PERFORM ALL WORK REQUIRED UNDER THIS CONTRACT FOR A COMPLETE INSTALLATION AND IN SUCH MANNER THAT SURFACES NOT AFFECTED BY REMOVAL OF EXISTING OR FROM NEW WORK SHALL REMAIN UNDISTURBED AND NORMAL ACTIVITIES AT THE INSTALLATION MAY CONTINUE WITH THE LEAST POSSIBLE INTERFERENCE. ALL DEBRIS SHALL BE REMOVED FROM THE SITE OF THE WORK AT THE END OF EACH WORKING DAY. MATERIALS AND EQUIPMENT SHALL BE STORED ONLY AT LOCATIONS APPROVED BY THE ARCHITECT / ENGINEER AND OWNER'S REPRESENTATIVE. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE STRUCTURES AND PERSONNEL DURING THE WORK UNDER THIS CONTRACT. ALL ALTERING, CUTTING, DRILLING OF PAVEMENT, FLOOR AND OTHER MODIFICATIONS SHALL BE NEATLY AND CAREFULLY DONE BY SKILLED MECHANICS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO EXISTING WORK, MATERIALS, AND EQUIPMENT AS A RESULT OF HIS OPERATIONS. ALL DAMAGED WORK SHALL BE REPAIRED OR REPLACED WITH MATERIALS OF LIKE TYPE, QUALITY AND FINISH BY SKILLED MECHANICS OF THE TRADES INVOLVED AT NO ADDITIONAL COST TO THE OWNER AND TO THE FULL SATISFACTION OF THE ARCHITECT / ENGINEER. 6. DISPOSAL OF ALL MATERIAL NOT SPECIFIED OR SHOWN TO BE SALVAGED AND / OR REUSED RESULTING FROM REMOVAL OPERATIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL COSTS IN CONNECTION WITH DISPOSING OF THE MATERIALS WILL BE AT THE CONTRACTOR'S EXPENSE. ALL LIABILITY OF ANY NATURE RESULTING FROM THE DISPOSAL OF THE MATERIALS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 7. CONTRACTOR SHALL PROVIDE AND MAINTAIN ACCESS TO ALL EXISTING FACILITIES AND THOSE UNDER CONSTRUCTION IN THE IMMEDIATE VICINITY, AT ALL TIMES DURING CONSTRUCTION OF PROPOSED PROJECT. 8. CONTRACTOR SHALL INSTALL SECURITY FENCING AND BARRICADES AS REQUIRED BY THE LOCAL AUTHORITIES, AND/OR DIRECTED BY ARCHITECT / ENGINEER. 9. VERIFICATION OF EXISTING CONDITIONS: EACH CONTRACTOR SHALL DETERMINE AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE BUILDING SITE AND SHALL BE RESPONSIBLE FOR SAME BEFORE COMMENCING THE WORK. DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT AND/OR ENGINEER AND SHALL BE RESOLVED BEFORE RESUMING THE WORK. DIMENSIONS SHALL BE READ AND NEVER SCALED OR ESTIMATED FROM THE ARCHITECTURAL DRAWINGS. 10. CODE COMPLIANCE: EACH CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2020 7TH EDITION, AND WITH ALL OTHER CODES AND GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER HIS PORTION OF THE WORK, EACH CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR SAFETY PRECAUTION AND PROGRAMS IN CONNECTION WITH HIS PORTION OF THE WORK. 1 1 . EXAMINATION OF THE CONTRACT DOCUMENTS AND SITE: EACH CONTRACTOR FOR THIS PROJECT SHALL STUDY AND FAMILIARIZE HIMSELF WITH THE SITE AND WITH ALL THE DRAWINGS FOR ALL TRADES AND PARTS OF THE WORK. SHOULD ANY CONTRACTOR HAVE THE OPINION THAT THERE EXISTS IN THE ARCHITECTURAL DRAWINGS ANY ERRORS OR DISCREPANCIES, OR THAT CONDITIONS OF THE WORK OF ANY OTHER CONTRACTOR IS SUCH THAT IT WILL PREVENT HIM FROM COMPLETING HIS WORK IN A COMPETENT MANNER, HE SHALL NOTIFY THE ARCHITECT OF SUCH BEFORE PROCEEDING WITH HIS WORK. THE CONTRACTOR SHALL HAVE AT THE BUILDING SITE, FROM START TO FINISH OF CONSTRUCTION, A RESPONSIBLE FOREMAN. IN ADDITION, THE CONTRACTOR SHALL GIVE HIS PERSONAL SUPERVISION TO THE WORK. THE FOREMAN SHALL BE ON DUTY DURING ALL WORKING HOURS. ANY INSTRUCTIONS OR NOTICES GIVEN TO HIM SHALL HAVE THE SAME IMPORTANCE AS IF GIVEN TO THE CONTRACTOR IN PERSON. IF ABBREVIATIONS A A ANCHOR H H.V.A.C. HEATING/VENTILATION/AIR COND. A/C AIR CONDITIONING HM HOLLOW METAL ACOUST ACOUSTICAL HT HEIGHT ACP ACOUSTICAL CEILING PANEL HORIZ HORIZONTAL A.F.F. ABOVE FINISH FLOOR H.B. HOSE BIBB A.H.U. AIR HANDLING UNIT I I.D. INTERIOR DIMENSION AL OR ALUM ALUMINUM INSTAL. INSTALLATION ANOD. ANODIZE INSUL. INSULATION APPROV. APPROVAL INTERM. INTERMEDIATE APPROVD. APPROVED J JAN. JANITOR A.W.P. ARCHITECTURAL WALL PANEL L LOW-E LOW EMISSIVITY GLASS B BD BOARD M MFR. MANUFACTURER B.F.F. BELOW FINISH FLOOR MAT MATERIAL BLK'G BLOCKING MAX MAXIMUM BLK BLOCK M.E.P. MECHANICAL/ELECTRICAL/PLUMBING BM BEAM MIN MINIMUM C CEM CEMENT MTL METAL CER CERAMIC N NIC NOT IN CONTRACT C.F.V. CONTRACTOR FIELD VERIFY NEOPR NEOPRENE C.J. CONTROL JOINT N.T.S. NOT TO SCALE CLG CEILING O O.D. OUTSIDE DIMENSION COL COLUMN O.C. ON CENTER CONC CONCRETE O.S. OVERFLOW SCUPPERS CONT CONTINUOUS P PTN PARTITION COVER'G COVERING Pi PANEL JOINT D DBL DOUBLE PL PLATE DIM DIMENSION L.P. LIGHT POLE DET. DETAIL/S PLYWD PLYWOOD D.F. DRINKING FOUNTAIN PNL PANEL DWGS. DRAWINGS PLAM PLASTIC LAMINATE E E.A. EACH P.T. PRESSURE TREATED ELECT/ELEC ELECTRICAL PH. TELEPHONE EL. ELEVATION R R.C.P. REFLECTED CEILING PLAN ELEC. ELEVATOR REINF. REINFORCING ELEV. ELEVATOR REQ'D REQUIRED EXH. EXHAUST REV. REVERSED EXIST. EXISTING RM ROOM EXP. EXPANSION R.D. ROOF DRAIN EXT. EXTERIOR S SCHED. SCHEDULE F F.D. FLOOR DRAIN SEC. SECTION/S F.E. FIRE EXTINGUISHER SHT. SHEET FIRE EXT. CAB. FIRE EXTINGUISHER CABINET S.STL STAINLESS STEEL F.O.I.C. FURNISHED BY OWNER, STL. STEEL. INSTALLED BY CONTRACTOR STD, STANDARD FLUOR FLUORESCENT SEC. SECTION FL FLOOR SIM SIMILAR FIN. FINISH SPECS SPECIFICATIONS FV FIELD VERIFY STRUC. STRUCTURAL/STRUCTURE G GA GAUGE SC SOLID CORE WOOD GTWH GAS TANKLESS WATER HEATER T TEMP TEMPERED GALV. GALVANIZED T.O. TOP OF GS GALVANIZED STEEL T.B.D. TO BE DETERMINED GL GLASS TYP. TYPICAL GWB GYPSUM WALL BOARD V VCT VINYL COMPOSITION TILE GYP. BD. GYPSUM BOARD VERT VERTICAL V.I.F. VERIFY IN FIELD GENERAL NOTES THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TEMPORARY PROVISIONS SUCH AS TOILETS, WATER SUPPLY, LIGHT AND POWER AS WELL AS ANY OTHER DEEMED NECESSARY FOR THE COMPLETION OF THE BUILDING. ANY ITEM OF WORK NECESSARY TO THE PROPER COMPLETION OF CONSTRUCTION WHICH IS NOT SPECIFICALLY COVERED IN THESE DOCUMENTS SHALL BE PERFORMED IN A MANNER DEEMED GOOD INDUSTRY STANDARD PRACTICE OF THE TRADE INVOLVED. 12. INSTALLATION/APPLICATION: INSTALL THE WORK SPECIFIED HEREIN IN STRICT ACCORDANCE WITH THE ORIGINAL DESIGN, THE APPROVED SHOP DRAWINGS, PERTINENT REQUIREMENTS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION, AND THE MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES AS APPROVED BY THE ARCHITECT, ANCHORING ALL COMPONENTS FIRMLY IN ACCORDANCE TO MANUFACTURERS SPECS. A. ALL DETAILS AND SECTIONS SHOWN IN THE CONSTRUCTION DOCUMENTS ARE INTENDED TO BE TYPICAL AND TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE PROJECT, EXCEPT OTHERWISE INDICATED. B, ALL CONTRACTORS ARE TO FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS, MATERIALS AND QUANTITIES PRIOR TO SUBMITTING BID. IF DISCREPANCIES ARE FOUND NOTIFY ARCHITECT IMMEDIATELY. C. GENERAL CONTRACTOR SHALL CHECK ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR WALL MOUNTED AND CEILING MOUNTED DEVICES PRIOR TO INSTALLATION OF GYPSUM BOARD AND CEILING, AND SHALL ASSUME FULL RESPONSIBILITY FOR THEIR PROPER LOCATIONS. D. ELECTRICAL COVER PLATES, PANELS, SWITCHES, RECEPTACLES, SMOKE DETECTORS, ETC. ARE TO BE WHITE AND ARE TO BE APPROVED BY OWNER. E. SUPPORT WIRES OF ANY EQUIPMENT OR MATERIAL ARE NOT TO BE CONNECTED TO ANY MECHANICAL, PLUMBING, ELECTRICAL, OR FIRE PROTECTION PIPING. F. PROVIDE TEMPORARY BARRIERS AND BARRICADES AS NECESSARY TO ENSURE PROTECTION AND SAFETY OF THE PUBLIC TO COMPLY W/ O.S.H.A. REQUIREMENTS FOR SITE AND BUILDING WORK. G. PROVIDE FIRE EXTINGUISHERS IN WORK AREA DURING CONSTRUCTION. H. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE TO BE PRESSURE TREATED. I. IF CONTRACTOR/SUBCONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED PLANS, THEN IT IS THE CONTRACTOR/SUBCONTRACTOR RESPONSIBILITY TO PROVIDE THE ARCHITECT WITH FOUR COPIES OF THE PROPOSED CHANGES FOR APPROVAL BEFORE PROCEEDING WITH THE WORK. J. THE CONTRACTOR/SUBCONTRACTOR IS RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM BUILDING AUTHORITIES FOR THE PROPOSED CHANGES, BEI ORE PROCEEDING WITH THE WORK. THE CONTRACTOR/SUBCONTRACTOR ARE ALSO RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVAL FROM BUILDING AUTHORITIES DUFFING THE EXECUTION OF THE WORK. K. GENERAL CONTRACTOR, SUBCONTRACTOR, VENDORS, SUPPLIERS, ETC., ARE RESPONSIBLE TO REVIEW ALL PLANS PROVIDED FOR THIS RENOVATION AND PROVIDE FOR A COMPLETE INSTALLATION OF ANY AND ALL WORK NECESSARY AND RELATED TO EACH PART. L. G.C. IS RESPONSIBLE FOR COORDINATION AND LOCATION OF MECH., ELEC., PLUMBING PRIOR TO POURING OF CONC. SLAB - IF APPLICABLE. 13. PERMITS, FEES AND TAXES: THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, FEES LICENSES AND DEPOSITS AND BE LIABLE FOR ALL STATE AND FEDERAL SALES TAXES, AND ALL OBLIGATION UNDER THE FEDERAL SECURITY ACT. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL OBTAIN CERTIFICATES OF COMPLIANCE, APPROVAL OR ACCEPTANCE FROM ALL AUTHORITIES HAVING JURISDICTION OVER THE WORK AND DELIVER THESE CERTIFICATES TO THE OWNER ALONG WITH OFFICIAL RECEIPTS FOR SAME. MATERIAL LEGEND CONCRETE BLOCK POURED CONCRETE �l PRECAST CONCRETE ✓ERNMEN� BRICK NORTH ARROW COLUMN GRID REFERENCE WALL TYPE ODOOR NUMBER 14, PERFORMANCE OF WORK: NO SUBCONTRACTOR SHALL BEGIN HIS WORK UNLESS THE PREVIOUS TRADES, UPON WHOM HE IS DEPENDENT, HAS PERFORMED THEIR WORK SATISFACTORILY ACCORDING TO THE PLANS AND SPECIFICATIONS, ONCE THE CONTRACTOR HAS STARTED HIS WORK, HE ASSUMES FULL RESPONSIBILITY FOR THAT WORK, BOTH FOR MATERIALS AND LABOR PERFORMED. ALL SUBCONTRACTORS ARE RESPONSIBLE FOR REMOVING DEBRIS RESULTING FROM THEIR WORK FROM THE PREMISES. 15. CLEANUP: IN ADDITION TO THE REMOVAL OF ALL CONSTRUCTION DEBRIS FROM THE PREMISES, IT IS THE FINAL SPOTS F RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL SMUDGES, S O S O PLASTER, PUTTY, , CAULKING COMPOUND, ADHESIVE, PAINT AND PENCIL MARKINGS, TAGS AND DESTINATION LABELS NOT CALLED FOR AS BEING PERMANENT. THE CONTRACTOR SHALL ALSO CLEAN EACH AREA SEPARATELY, INCLUDING THE WASHING OF ALL WINDOWS AND VACUUMING OR WAXING OF ALL FLOORS, PRIOR TO HANDING THE COMPLETED PROJECT OVER TO THE OWNER. 16. MATERIALS: ALL MATERIALS SHALL BE NEW, AS CALLED FOR IN THE DRAWINGS, AND THE BEST OF THEIR RESPECTIVE KINDS. NO SUBSTITUTIONS SHALL BE MADE BY THE CONTRACTOR WITHOUT PRIOR WRITTEN APPROVAL BY THE OWNER, UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS. FOR PORTIONS OF THE WORK NOT SHOWN IN DETAIL, BUT WHICH ARE SHOWN GENERALLY, OR ARE REASONABLY INFERABLE AS BEING REQUIRED FOR A COMPETENT AND COMPLETE INSTALLATION, THE MATERIAL METHODS AND WORKMANSHIP SHALL CONFORM AS A MINIMUM TO THE TYPICAL OR REPRESENTATIVE. 17. FIRE RESISTANCE / UNDERWRITERS LABORATORY RATINGS: WHERE ASSEMBLIES OR THEIR VARIOUS COMPONENTS, MATERIALS OR CONSTRUCTION SYSTEMS ARE INDICATED TO HAVE FIRE RESISTANCE RATINGS / UNDERWRITERS LABORATORY RATINGS., ALL SUCH SHALL BE COMPOSED OF MATERIALS AND BE ASSEMBLED SO AS TO CONFORM TO THE STANDARDS ESTABLISHED IN GOVERNING CODES IN ORDER TO ACHIEVE THE REQUIRED RATING IN THE COMPLETED WORK. 18. CUTTING AND PATCHING: EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CUTTING, FITTING, PATCHING AND MATCHING OF HIS NEW WORK TO EXISTING WORK WHERE APPLICABLE AND INDICATED IN THE DRAWINGS. NO CONTRACTOR SHALL ENDANGER ANY WORK OF ANY OTHER CONTRACTOR BY EXCAVATING CUTTING OR OTHERWISE ALTERING ANY WORK OF ANY OTHER CONTRACTORS. 19. PLUMBING: ALL PLUMBING WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE FLORIDA PLUMBING CODE AND ALL LOCAL CODES GOVERNING. 20. ELECTRICAL: ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE FLORIDA ELECTRICAL CODE. THE NATIONAL ELECTRICAL CODE AND ALL LOCAL CODES GOVERNING. 21. SHOP DRAWING SUBMITTALS: REVIEW SHOP DRAWING, CATALOG CUTS,PRODUCT DATA, AND SAMPLES BEFORE SUBMISSION. DETERMINE AND VERIFY: A. FIELD MEASUREMENTS. B. FIELD CONSTRUCTION CRITERIA C. CONFORMANCE WITH CONSTRUCTION DOCUMENTS D, COORDINATE EACH SUBMITTAL WITH REQUIREMENTS OF WORK AND OF CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL SUBMIT A MINIMUM OF FOUR (4) SETS OF SHOP DRAWINGS FOR REVIEW AND APPROVAL. EACH SUBMITTAL SHALL BE INCLUSIVE OF. BUT NOT LIMITED TO, DADE COUNTY PRODUCT: APPROVAL, MANUFACTURER'S SPECIFICATIONS, INSTALLATION, RECOMMENDATIONS, COLOR SAMPLES, AND WARRANTIES. DO NOT ORDER OR FABRICATE MATERIALS,UNTIL SHOP DRAWINGS HAVE BEEN REVIEWED AND AND APPROVED BY A/E. ALWAYS MAINTAIN AND HAVE AVAILABLE FOR REFERENCE A FIELD COPY OF ACCEPTED SHOP DRAWINGS AT THE JOB SITE. SHOP DRAWING REQUIRED: WINDOWS, DOORS, AND HURRICANE SHUTTERS (IF APPLICABLE), AND ANY OTHER SPECIALTY ITEMS DEPICTED ON THIS SET OF DRAWINGS. W00z SLATE ROUGH WOOD (BLOCKING) COMPACTED FILL MORTAR BED / STUCCO �— III tt-��ttil�lth STEEL BLANKET INSULATION 101-1 - FINISH WOODS I' RIGID INSULATION SYMBOLOGY DETAIL NO. SHT. ON WHICH DETAIL IS SHOWN WALL SECTION SECTION NO. A SHT. ON WHICH SECTION IS SHOWN ROOM NAME ROOM NAME 101 ROOM No. 11�rAi ELEVATION DATUM POINT 1❑ KEYNOTE LEGEND REFERENCE 2 ELEVATION NO. A 1 s.o 3 4 SHEET ON WHICH ELEVATION IS SHOWN OA WINDOW TYPE z!5,REVISION NUMBER NOTE: ALL SYMi OLS AND ABBREVIATIONS MAY NOT BE USED. 22. CLEANING: IN ADDITION TO REMOVAL OF RUBBISH AND LEAVING BUILDINGS "BROOM CLEAN" A. REPLACE BROKEN GLASS B. REMOVE PAINT SPOTS AND SMEARS,STAINS,MARKS,AND DIRT TO PROVIDE CLEAN SURFACE. C. CLEAN GLASS, HARDWARE, FIXTURES, CASEWORK, AND EQUIPMENT. D. WASH CONCRETE SURFACES,TILE FLOORS, TILE WALLS AND ANY OTHER IMPERVIOUS FLOOR AND WALL SURFACES. 23. ENVIRONMENTAL PROTECTION: CONTROL AMOUNT OF DUST RESULTING FROM CONSTRUCTION OR DEMOLITION TO PREVENT SPREAD OF DUST TO OTHER AREAS OF THE BUILDING AND TO AVOID CREATION OF A NUISANCE IN SURROUNDING AREAS.USE OF WATER TO CONTROL DUST WILL NOT BE ALLOWED WHEN IT WILL RESULT IN, OR CREATE HAZARDOUS OR OBJECTIONABLE CONDITIONS SUCH AS FLOODING. TRAFFIC MAINTENANCE: CONDUCT REMOVAL OPERATIONS TO MAINTAIN TRAFFIC ALONG EXISTING STREETS AND WALKS. KEEP PAVED STREETS AND WALKWAYS FREE OF DEBRIS. REMOVE MATERIAL AND OTHER MATTER TRACKED OR FALLEN ONTO TRAFFIC SURFACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION MATERIALS INCLUDING DEBRIS AND DUST, AND DISPOSE OF LEGALLY OFF SITE. USE METHODS APPROVED BY A/E BEFORE BEGINNING CLEANUP OPERATIONS.USE OF BLOWERS TO DISTRIBUTE DUST IS NOT ALLOWED, 24, SAFEGUARDS DURING CONSTRUCTION; SAFETY PROVISIONS DURING CONSTRUCTION AND PROTECTION OF ADJACENT PUBLIC AND PRIVATE PROPERTIES. ACCORDING TO CHAPTER 13 OF THE EXISTING FLORIDA BUILDING 2010 EDITION. THE REQUIRED EXIT DOORS SHALL BE A SIDE -HINGED DOOR NOT LESS THAN 3 FEET IN WITH AND 6 FEET 8 INCHES IN HEIGHT. OTHER DOORS SHALL NOT BE REQUIRED TO COMPLY WITH THESE MINIMUM DIMENSIONS. REFER TO DOOR SCHEDULE. ALL LOCKS OR LATCH ON EGRESS DOOR SHALL BE READILY OPERABLE FROM THE SIDE FROM WHICH EGRESS IS TO BE MADE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE KEY CHANGES OR LOCKING AUXILIARY SINGLE DEAD BOLT WITH HARDENED BOLT. JAMBS OF ALL EXTERIOR OFFSET TYPE IN SWING DOORS SHALL BE RIBBETED, OR OF SIMILAR FABRICATION, TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND THE INTEGRITY OF THE LOCKS AND LATCHES. HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON -REMOVABLE PINS AND NON -EXPOSED SCREWS. GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARDS INSTITUTES STANDARD 297.1. VISION PANEL EXTERIOR DOORS OTHFR THAN GLAZING WITHIN 40" OF THE INSIDE LOCKING ACTIVATION DEVICE OF LOOSE AND SWING DOORS SHALL COMPLY WITH THE ANSI STANDARD 297.1. ALL WINDOW, DOORS, GLASS AND GLAZING SHALL BE AS SET OF CHARTER 24 OF F.B.C. BUILDING 2020 7TH EDITION, ALUMINUM WINDOWS SHALL COMPLY WITH SECTION 2403.03 OF F.B.C. BUILDING 2020 7TH EDITION. IF APPLICABLE, ALL EGRESS WINDOWS TO HAVE A CLEAR OPENING OF NOT LESS THAN 30" IN WIDTH AND 24" IN HEIGHT, MINIMUM 5.7 SY, IN AREA HEIGHT TO OPENING SHALL NOT EXCEED 361, ABOVE FINISH FLOOR, CONTRACTOR TO VERIFY ALL AS-BUIL`F OPENINGS PRIOR TO FABRICATION. ANGLES DESIGN ARCHITECTURE AA-0002900 INTERIOR DESIGN I B-0000933 ANGLES DESIGN ASSOCIATES INC. 13312 S.W. 29 STREET MIAMI, FLORIDA 33175 TEL (305) 554-1809 TEL (772) 285-0585 MANGLES4MAARCH DES IGNS.COM WW W.ANGLESDESIGN.COM CONNECTICUT . FLORIDA GEORGIA ILLINOIS MARYLAND MICHIGAN NEW JERSEY NEW YORK NORTH CAROLINA SOUTH CAROLINA UTAH . VIRGINIA w > ❑ w ry w ne UJ QA'lie t� W W O V rv, I`✓ - LL a Z W 0 I u— z W o LL Z ~ Q W U 6 C Lu Lu W � • < J W J Z C— Q O � N U O 0 W ZZ Who 0W °Z= po <�° o°z p a" a i= W moo 3 ce .0Z a �gz g60 3imU U+r� Qo:� UZO i y ?aW z oar rzW W ,+. N V Z ? \ �a a U_RW r- {] W U �Na �( W dohWes_ Z Z Z J ne o�w ono N O Q jUz U.Q W Q J �Z W oar = W z2:� oho �wZ " Z Y W U �c� ao�, Utz LiQo MANUEL ANGLES NCARB, AIA, LEED AP OF .v �• -3 -C� • t 2/D8� AR 9238 REVISIONS: DRAWN BY: D.G. DATE DRAWN: 11/03/21 DATE ISSUED: DATE PLOTTED: 12/09/21 COMM. NO: SHEET NO: CS-1.1 PERMIT SET OF: SITE LOCATION, GENERAL INFORMATION, GENERAL NOTES I A% ry U-i I— z 0 I i 25'-0" BUILDING SETBACK I � I LANDSC. AREA i i i RELOCATED EXIST. SCREEN DOOR N I II T II EXPANDED --� i RAISED DECK " & STEPS TO POOL DECK (BELOW) NEW _ ELEVATOR SHAFT — —' ROOF I II REFER TO SHEET A-2.1 EXIST. BALCONY II it II li II ,I EXIST. II POOL DECK (BELOW) I' I �I & SCREEN -----------_ ENCLOSURE --- I i TO REMAIN II II II II II II II I' �I II I' P I' II II -------T----f--===_________- ------------------- -- EXIST. POOL DECK SCREEN ENCLOSURE TO REMAIN EXIST. POOL TO REMAIN EXIST. SPA O w O U w z w w U x w 0 POC L EQUIP : 0 NOTES: 1. REFER TO SHEET A-1.4 FOR NEW EXPANDED RAISED DECK ENLARGEMENT PLAN & ADDITIONAL INFORMATION. 2. REFER TO RIGHT SIDE BLDG. ELEVATION, SHEET A-3.2, FOR SCREEN DOOR & POOL DECK SCREEN ENCLOSURE RECONFIGURATION INFORMATION. NEW POOL DECK PLAN SCALE: 1 /8"=1-0" I LANDSC. AREA II LANDSC. AREA I O� II c� Z m . N NEW —� EXPANDED RAISED DECK &� REFER TO NEW m ELEVATOR SHAFT NEW SCREEN DOOR LOCATION POOL DECK PLAN L I L_ THIS SHEET, I I REFS-R TO I SHEET A-1.1 I ST F7EXIST. SCREEN DOOR I --_ TO BE RELOCATED I -------------------- -------__-______-___---_- _-_ I H II � II EXIS T II I I II RAIS ECK I EXIST. I I II I I y I TRELLIS - I N - � C`�UILDING I EXIST. II _ I < \ MOTORCOURT 2-STO SIDENCE —� I I I I I R I I II II EXIST. i i i EXIST. ENTRY PORCH ; ; BALCONY I I I I I I I I I I I I I I I I I I I I i t I I J I i EXIST. ----------- r-�_____ �T------- - POOL DECK T--------- - --- ------TT----- I I I -- L----I I I j T--------- I- -- — ------- --------------I I i i I I & SCREEN ------- _-jJ I i i i ENCLOSURE ------- I I ---------------- ---------- -------- ------ ------------- =-1-- TO REMAIN __________ __ ___ _-_____ ____-_ ---_ _ _--__-_-_- i li � ;I II Ij II II II _J I I I I I I -J tw EXIST. - I TRELLIS IJ I I I' I I I I II I II li II II II II II II ,I II I I I ---- --- --- -- -- ----- ----- ---- -- —r-----=�--r--=----�_-----C-- I--=-C---==_]_=----I== -___-_ __�_---_-_-_-_-_-_-_ -�_ -____________- ------ - ' EXIST. SCREEN --- " DOOR TO REMAIN LANDSC. AREA OU 4 a m NEW WINDOW LuLOCATION LANDSC. AREA REFER TO SHEET A-1.1 �xEiBAC G ro W I Q, I i O Iw I z I W I EXIST. ' Z I w I POOL fy w u TO REMAIN I X I I'w I EXIST. SPA 1 _._.—._......_.�.. AS -BUILT PLANS NOTE: ALL INFORMATION & DIMENSIONS OF EXISTING CONDITIONS SHOWN ON THIS PLANS ARE BASED ON EXISTING THIRD PARTY CONSTRUCTION DOCUMENTS TO BE VERIFIED PRIOR TO REMODELING - ALL DIMENSIONS TO BE FIELD VERIFIED. Is 0 15'-0" BUILDING SETBACK I LANDSC. AREA I LEGAL DESCRIPTION: LOT 4, SANDPIPE VILLAGE, ST. LUCIE COUNTY, FLORIDA, CONTAINING 0.482 ACRES MORE OR LESS. SITE NOTES: REFER TO COVER SHEET CS-1.0 FOR SITE & ZONING INFORMATION EXIST. CONDITIONS - SITE PLAN SCALE: 1 /8"=1-0" ANGLE DESIGI ARCHITECTURE AA-0002900 INTERIOR DESIGI IB-0000933 ANGLES DESIGt ASSOCIATES INC 13312 S.W. 29 STR MIAMI, FLORIDA 33 TEL (305) 554-180' TEL (772) 285-058,, MANGLESQMAARCHDESIGNS WWW.ANGLESDESIGN.0 CONNECTICUT . FLOF GEORGIA ILLIN MARYLAND MICHI( NEW JERSEY NEW Y NORTH CAROLI SOUTH CAROLI UTAH . VIRGIP 6 w ry W LL O V z -j Q U a z LL, V) W O H �z Q ui �. } to Lu ��`► � J W m � N O t7 ar. 0 MANUEL ANGLES NCARB, AIA, LE OF F Ell �'- N rf1• '� AR 9238 7mNlem''s DRAWN BY: o. DATE DRAWN: i DATE ISSUED: DATE PLOTTED: COMM. NO: SHEET NO: EXISTING SITE PLAN sp-1.0- [—PERMIT SET OF: PLAN LEGEND: EXISTING MASONRY WALL EXISTING EXTERIOR SWING DOOR EXISTING INTERIOR EXISTING EXTERIOR PARTITION WINDOW NEW INTERIOR EXISTING SLIDING PARTITION EXTERIOR DOOR NOTES: 1. REFER TO GENERAL NOTES, SHEET CS-1.1 2. REFER TO DEMOLITION PLANS, SHEET A-1.1 FOR DEMOLITION INFORMATION AND NOTES. 2. REFER TO SHEET A-3.1 & A-3.2 FOR NEW BLDG. ELEVATIONS. 3. REFER TO SHEET A-2.1 FOR NEW ROOF AREAS. _0" -----------------------per- - EXISTING INTERIOR "EXIST. SWING DOOR I '4� HALL u 11 I I ii ii I I I I I I II II I I I i I I I II I I I I I,EXIST. O II II i I MCu I I II NEW EXTERIOR i - - - - - - - - - - - - - - - - - - - - - - - i L-------� WINDOW I - - - - - - - - - -_ EXIST. EXIST �r EXIST. rN�. OGARAGE It- XIS _ Ol T. NEW SLIDING II 11 rXIST. I CL. EXTERIOR DOOR II II = u li II II A E 11 II I I HALLI I�,I II I I I I T. CP EXIST. BEDROOM m o; rpo- pol �•HALL �% . Am EXIST. CONDITIONS - FLOOR PLAN - 2ND. LEVEL SCALE: l /8"=1-0" O i EXIST. FOYER EXIST. EXIST, RFnQnnnA DINING ROOM EXIST. DEN EXIST. SITTING ROOM ' FxST, cL. ----- L---- — - ------ — -----7 EXIST. LIVING ROOM ' KITCHEN EXIS REF. I0 EXIS . KT. N QVE: S T. I (� EXIST. I L_____________� BREAKFAST EXIST, CONDITIONS - FLOPR PLAN - 1 ST. LEVEL SCALE: EXIST. - PORCH EXIST. FAMILY ROOM EXIST EXIST, POOL DECK & SCREENED ENCLOSURE REFER TO SITE PLAN SHEET SP-1.0 NOTL: REFER TO SHEET A-1.3 FOR NEW 2ND. FLOOR PLAN NOTE: REFER TO SHEET A-1.2 FOR NEW 1 ST, FLOOR PLAN ANGLES DESIGN ARCHITECTURE AA-0002900 INTERIOR DESIGN B-0000933 ANGLES DESIGN ASSOCIATES INC. 13312 S.W. 29 STREET MIAMI, FLORIDA 33175 TEL (305) 554-1809 TEL (772) 285-0585 MANGLES@MAARCHDESIGNS.COM WW W,ANGLESDESIGN.COM CONNECTICUT . FLORIDA GEORGIA ILLINOIS MARYLAND MICHIGAN NEW JERSEY NEW YORK NORTH CAROLINA SOUTH CAROLINA UTAH . VIRGINIA w Lu w ry w ry Lu W W z Q V ry Z /W'1 it/71 � L'V ` U O F— ry z F_ Q W { C) L'1 UQ C w 0 W j > � -C J w J Z CL CD m C � N U O Ole n' O MANUEL ANGLES NCARB, AIA, LEED AP O F �E .... <p e�Q, ••� •� •.•• ,A', AN •. woe AR 9236 REVISIONS: DRAWN BY: D.G. DATE DRAWN: 11/03/21 DATE ISSUED: DATE PLOTTED: 12/09/21 COMM, NO: SHEET NO: AS-BUIL T PLANS NOTE: ALL INFORMATION & DIMENSIONS OF EXISTING CONDITIONS SHOWN ON THIS PLANS ARE BASED ON EXISTING THIRD PARTY CONSTRUCTION DOCUMENTS TO BE VERIFIED PRIOR TO REMODELING - ALL DIMENSIONS TO BE FIELD VERIFIED. EXISTING CONDITIONS - 1 ST. & 2ND. FLOOR PLANS A-1.0 PERMIT SET OF: Aw NO MODIFICATIONS -- ---------A4T-THfS AREA-- - - I L j EX-ST. 2DO A EXIST. 4' GARAGE Ff-F ::::TXIST. LcLATF I I 1 NO MODS. AT-T-HiS- AREA I I i Amd _ IST. ,EXIST. BEDR CL. ME �4 a HALLS EXIST. BEDROOM NO MODS. AT THIS AREA IST MT. BATE _ EXIST. \ FOYER it I I II II LL--------- EXIST, DINING ROOM DEMOLITION FLOOR PLAN - 2ND. LEVEL SCALE: 1/8"=1-0" II 2 II II I I J Jr % EXIST. DEN EXIST, 1xIsDER XIST. SITTING ROOM``.\ X!S . A I 4_4 1 1 II �. .I 0-t ��;�-o 2 o i S 5 1 1 NO MODIFICATIONS AT THIS AREA EXIST. EXIST. LIVING ROOM — , — P49RCH i I I I I i I I tXIJI. KITCHEN FIF] ISM EXIS KT. OVE T_ 5 T, I I EXIST, BREAKFAST 7 EXIST, FAMILY ROOM DEMOLITION FLOOR PLAN - 1 ST. LEVEL SCALE: 1 /8"=1-0" EXIST. RAISED I DEC STEPS// 1 EXIST, POOL DECK & SCREENED ENCLOSURE REFER TO SITE PLAN SHEET SP-1.0 AS -BUILT PLANS NOTE: ALL INFORMATION & DIMENSIONS OF EXI:" TING CONDITIONS SHOWN ON THIS PLANS ARE BASED ON EXISTING THIRD PAPTY CONSTRUCTION DOCUMENTS TO BE VERIFIED PRIOR TO REMODELING - ALI DIMENSIONS TO BE FIELD VERIFIED. DEMOLITION GENERAL NOTES 1. THE CONDITIONS SHOWN ON THIS PLANS DENOTE THE BEST INFORMATION AVAILABLE AT THE TIME THE PLANS WERE PREPARED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS AND INFORMING THE ARCHITECT (IN WRITING) OF ANY SITUATION WHICH WILL IMPEDE THE CONTRACTOR FROM CARRYING OUT THE INSTRUCTIONS AS SET FORTH IN THE PLANS. 2. BEFORE COMMENCING THE WORK OF DEMOLITION, LOCATE ALL UTILITY AND SERVICES TO THE SITE. TO PROTECT THEM AND OTHER EXISTING PHYSICAL PROPERTY FROM DAMAGE. - ALL GAS, ELECTRIC, WATER AND OTHER SERVICES SHALL BE TURNED OFF AND THE SUPPLY LINES DISCONNECTED AT THE WORK AREA WITHOUT AFFECTING OR INTERRUPTING SERVICES TO OCCUPIED RESIDENCE AREAS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE EXISTING BUILDING FROM SUSTAINING DAMAGE FROM EXPOSURE TO THE WEATHER AS A RESULT FROM DEMOLITION AND/OR REMOVAL OF EXISTING ROOF, WALLS, EXT. DOORS OR WINDOWS. 4. DAMAGED AREAS WHERE WALLS HAVE BEEN REMOVED SHALL BE PATCHED TO MATCH ADJACENT AREAS AND FINISHED TO MATCH EXIST'G. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY REMOVAL AND DISPOSAL OF DEBRIS FROM INTERIOR AND EXTERIOR AREAS. 6. FLOORS AND OTHER PLACES SHALL BE EFFECTIVELY WET DOWN, AT FREQUENT INTERVALS, WHEN THE DUST FROM SUCH OPERATIONS WOULD CAUSE A MENACE OR HARDSHIP TO ADJOINING BUILDINGS OR PREMISES. 7. ALL AREAS OF DANGER IN DEMOLITION OPERATIONS SHALL BE PROPERLY ENCLOSED AND DANGER SIGNS POSTED. SUFFICIENT WATCHMEN SHALL BE PROVIDED TO WARN WORKERS OF IMPENDING DANGERS, AND ALL UNAUTHORIZED PERSONS SHALL BE EXCLUDED FROM PLACES WHERE DEMOLITION IS IN PROGRESS. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SURVEYING AND/OR VERIFICATION OF ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO ANY DEMOLITION WORK. 9. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY UPON FINDING OF ANY CONFLICTS OR DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN ON THE PLANS. 10. ALL ITEMS REMOVED ARE TO BE LEGALLY DISCARDED OFF -SITE, I I . CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL DEMOLITION WORK WITH ALL TRADES, INCLUDING BUT NOT LIMITED TO ELECTRICAL, MECHANICAL, PLUMBING, STRUCTURAL AND ARCHITECTURAL TRADES. 12.CONTRACTOR SHALL TAKE ALL PRECAUTIONS NOT TO AFFECT OCCUPIED AREAS OF THE RESIDENCE ADJACENT TO THE CONSTRUCTION SITE W/ ALL NECESSARY MEANS, SUCH AS BARRIERS, ETC., TO AVOID DISRUPTION DUE TO DUST, NOISE, OR ANY OTHER CONS, QUENCE OF THE CONSTRUCTION WORK, DURING THE DURATION OF THE DEMOLITION AND CONSTRUCTION. DEMOLITION PLAN KEYNOTES: NOTE: REFER TO STRUCTURAL DWGS. FOR EXISTING STRUCTURAL MEMBERS TO BE REMOVED OREMOVE PORTION OF EXISTING MASONRY WALL OREMOVE EXISTING PARTITION CAREFULLY REMOVE FLOOR TILE & SAVE TO BE RE -USED ON NEW FLOOR - REFER TO PLANS ® REMOVE EXIST. CONC. RAISED DECK OREMOVE INTERIOR DOOR AND FRAME ® REMOVE EXTERIOR DOOR AND FRAME OCUT PORTION OF EXISTING MASONRY WALL TO ALLOW FOR NEW WINDOW OPENING - REFER TO NEW 1ST. FLOOR PLAN 8 REMOVE PORTION OF EXISTING FRAMED WALL FOR NEW ELEVATOR SHAFT - REFER TO NEW 2ND, FLOOR PLAN ® REMOVE EXTERIOR DOOR, FRAME, & SIDELIGHT 1 O CUT PORTION OF EXISTING FLOOR SLAB FOR NEW ELEVATOR PIT & SHAFT - REFER TO PLANS, SECTIONS, & STRUC. DWGS, 1 1 CUT PORTION OF EXISTING FLOOR TRUSSES FOR NEW ELEVATOR SHAFT - REFER TO PLANS, SECTIONS, & STRUC. DWGS. REMOVE EXTERIOR WINDOW AND FRAME FOR NEW SLIDING DOOR REFER TO NEW 2ND. FLOOR PLAN 3 REMOVE EXISTING RAILING - REFER TO NEW 2ND. FLOOR PLAN DEMOLITION PLAN LEGEND: ANGLES DESIGN ARCHITECTURE AA-0002900 INTERIOR DESIGN IB-0000933 ANGLES DESIGN ASSOCIATES INC. 13312 S.W. 29 STREET MIAMI, FLORIDA 33175 TEL (305) 554-1809 TEL (772) 285-0585 MANGLES@MAARCHDESIGNS.COM WW W.ANGLESDESIGN.COM CONNECTICUT . FLORIDA GEORGIA ILLINOIS MARYLAND MICHIGAN NEW JERSEY NEW YORK NORTH CAROL INA SOUTH CAROLINA UTAH . VIRGINIA 0 w Lu fY "'t3 ry Q = W W W U '� Q z r Q � . LJL UJ W U O H 1C z ~ Q W U 6 � � LLJ W , c") 1.0 J Z IL Q �o 0 m � N U O r— CL 0 MANUEL ANGLES NCARB, AA, LEED AP OF Co�S 12/08/2 J. AR 9238 REVISIONS: EXISTING EXISTING EXISTING EXTERIOR MASONRY WALL EXTERIOR WINDOW DOOR EXISTING INTERIOR PARTITION EXISTING INTERIOR DOOR : EXISTING EXTERIOR WINDOW TO BE DRAWN BY: D.G. — — DATE DRAWN: 11/03/21 REMOVED DATE ISSUED: T DATE PLOTTED: 12/09/21 EXISTING INTERIOR // \ DOTTED LINES COMM, NO: PARTITION TO BE REMOVED _ DENOTE - = DEMOLITION SHEET NO: NOTES: 1. REFER TO GENERAL NOTES, SHEET CS-1.1 & DEMOLITION NOTES, THIS SHEET. 2. REFER TO EXIST. BLDG. ELEVATIONS SHEET A-3.0 FOR DEMOLITION INFORMATION ON ELEVATIONS. A-1 1 3. REFER TO EXIST. ROOF PLAN SHEET A-2,0 FOR ADDITIONAL INFORMATION ON ROOF AREAS TO BE REMOVED. . PERMIT SET DEMOLITION PLANS - 1 ST. & 2ND. FLOORS OF: TRELLIS BELOW PLAN LEGEND: EXISTING MASONRY WALL EXISTINt INTERIOR PARTITIbN NEW INTERIOR Lb PARTITIbN EXISTING INTERIOR EXISTING EXTERIOR SWING DOOR SWING DOOR EXISTING EXTERIOR NEW EXTERIOR WINDOW WINDOW fll EXISTING SLIDING NEW SLIDING EXTERIOR DOOR EXTERIOR DOOR REFER TO 1ST. LEVEL - NEW ELEVATOR ENLARGEMENT PLAN ON SHEET A-1.4 FOR INFO THIS AREA r �. — .— , —I NEW WINDOW LOCATION L lorilymol 1. REFER TO GENERAL NOTES, SHEET CS-1.1 2. REFER TO DEMOLITION PLANS, SHEET A-1.1 FOR DEMOLITION INFORMATION AND NOTES. 2. REFER TO SHEET A-3.1 & A-3.2 FOR NEW BLDG. ELEVATIONS. 3. REFER TO SHEET A-2.1 FOR NEW ROOF AREAS. I. ANGLES DESIGN ARCHITECTURE AA-0002900 INTERIOR DESIGN IB-0000933 ANGLES DESIGN ASSOCIATES INC. 13312 S.W. 29 STREET MIAMI, FLORIDA 33175 TEL (305) 554-1809 TEL (772) 285-0585 MANGLES14-WAARCH DES IGNS.COM WWW,ANGLESDESIGN.COM CONNECTICUT . FLORIDA GEORGIA ILLINOIS MARYLAND MICHIGAN NEW JERSEY NEW YORK NORTH CA ROLI N A SOUTH CAROLINA U T A H . V I R G I N I A m MANUEL ANGLES NCARB, AJA, LEED AP `t'j'llfllo" / OF 8 C-) % ®EKED PR 0111 AR 9238 REVISIONS: DRAWN BY: D.G. DATE DRAWN' 11/03/21 DATE ISSUED: DATE PLOTTED: 12/09/21 COMM, NO: SHEET NO: A-1.2 PERMIT SET OF: PLAN LEGEND: EXISTING MASONRY WALL EXISTING INTERIOR PARTITION 6 NEW INTERIOR PARTITION EXISTING EXTERIOR SWING DOOR SWING DOOR O EXISTING EXTERIOR NEW EXTERIOR WINDOW WINDOW O1 EXISTING SLIDING NEW SLIDING EXTERIOR DOOR EXTERIOR DOOR REFER TO 2ND. LEVEL - NEW ELEVATOR ENLARGEMENT PLAN ON SHEET A-1.4 FOR INFO THIS AREA I- NEW ELEVATOR SHAFT L I NOTES: 1. REFER TO GENERAL NOTES, SHEET CS-1.1 2. REFER TO DEMOLITION PLANS, SHEET A-1.1 FOR DEMOLITION INFORMATION AND NOTES. 2. REFER TO SHEET A-3.1 & A-3,2 FOR NEW BLDG. ELEVATIONS. 3. REFER TO SHEET A-2.1 FOR NEW ROOF AREAS, 2ND. FLUUK FLAN SCALE:1 /4"=1-0" NEW 2ND. FLOOR PLAN ANGLES DESIGN ARCHITECTURE AA-0002900 INTERIOR DESIGN I B-0000933 ANGLES DESIGN ASSOCIATES INC. 13312 S.W. 29 STREET MIAMI, FLORIDA 33175 TEL (305) 554-1809 TEL (772) 285-0585 MANGLES4MAARCH DES IGNS.COM WWW,ANGLESDESIGN.COM CONNECTICUT . FLORIDA GEORGIA ILLINOIS MARYLAND MICHIGAN NEW JERSEY NEW YORK NORTH CAROLINA SOUTH CAROLINA UTAH . VIRGINIA 6 w ui w r W LJJ Q = u-i U J zU aI. j� 1� L.G. LLLL 2: ui F-- O 0 ry I..L � F— ~ t�I1 Q LU CC to W � � G C) w J Z IL Q �/ 0 00 r� O V fO V MANUEL ANGLES NCARB, AIA, LEED AF AR 9238 REVISIONS: DRAWN BY: D.G. DATE DRAWN: 1 L/03/2 DATE ISSUED: DATE PLOTTED: 12/09/2 COMM. NO: SHEET NO: A-1.3 [-PERMIT SET OF: PLAN LEGEND: EXISTING MASONRY WALL EXISTING INTERIOR PARTITION NEW INTERIOR NOTE: REFER TO PARTITION PARTITION DETAILS, SHEET A-6.0 EXISTING EXTERIOR SWING DOOR EXISTING EXTERIOR WINDOW EXISTING SLIDING EXTERIOR DOOR EXISTING INTERIOR SWING DOOR NEW EXTERIOR WINDOW NEW SLIDING EXTERIOR DOOR KInTFC- 1. REFER TO GENERAL NOTES, SHEET CS-1 .1 2, REFER TO DEMOLITION PLANS, SHEET A-1.1 FOR DEMOLITION INFORMATION AND NOTES. 2. REFER TO SHEET A-3.1 & A-3.2 FOR NEW BLDG. ELEVATIONS. 3. REFER TO SHEET A-2.1 FOR NEW ROOF AREAS. FLOOR PLAN KEYNOTES: \ EXIST, C.B.S. WALL / COLUMN TO REMAIN 1 1 EXIST. BALCONY FLOOR TO BE CUT FOR NEW ELEVATOR SHAFT - REFER TO NEW ELEVATOR SECTIONS, SHEET A-4.0 21 DOTTED LINES DENOTE NEW ELEVATOR CABIN LOCATION - REFER TO SECTIONS & ELEVATOR PROVIDER FOR SPECS. \ EXIST. FRAME WALL TO REMAIN 12 REFERBTO BLDG. ELEVS. ALCONY IG TO REMAIN 22 RECOMELEVATOMENDIATIONSTION -REFER TO ELEVATOR PROVIDER EXIST. INTERIOR PARTITION TO REMAIN 13 NEW CO.NCSTARTER COLUMN REFER TO STRUC. DWGS. 23 REFER TO ELEVATOR SECTIONS & STRUC. DWGSNEW CONC, ELEVATOR PIT - PROVIDE WATER . - a NEW EXPANDEDCONC. REFER TO CROSS STRUC. - 14 NEW 8" MASONRY WALL AT Cu, GROUND LEVEL OF NEW ELEVATOR FT - REFER TO NEW ELEVATOR SECTIONS, 24 NEW STAIR 42" H. RAILING AT 2ND. LEVEL LANDING -TO MATCH EXIST, SHERMANUFACTURER TO BALUSTRPROVIDE HOP SECTION T& SHEET ALRAILING bWGSOFF RADETAILS a RECONFIGUREDEXIST, POOL DECK SCREEN ENCLOSURE TO BE 0 N W FOR NEW EXPANDED T 15 NEW Z'x6" IOR D STUD FRAMED WALL AT NEW 6" O NEW DHEQE@T 1 25 EXIST. HURRICANE SHUTTER TO REMAIN A & R GHT SI SIDEBLDG. LER POOL DECK ION ELEVATOR SECTIONS, ©C STRUC. \ EXIST. STEPS TO POOL DECK TO REMAIN 16 REFER O M.E.PNDP,E GS. SNERGY CALCULATIONS - 26 REFER TO CROSS SECTION THIS SNEW CONC, STEPS FROM LHEEE C& STORUC.. DWGS.POCLK \ EXIST. SLIDING DOOR TO REMAIN 17 STUCCO FIN. - TEXTURE & TO MATCH EXIST. - 27 AREFULLY NEW FLOR FIN. TO MATCH EXIST. ©ORE REFER O NEW REAR ELEVATIIONPANTFINISH REMOVED DURING DEMOLITION TO UISED. \ NEW SLIDING DOOR - LI 18 STUCCO OVER SELF FURRING WIRE LATH, 15# BLDG. PAPER TO ODGESTUCCO TEXT. & FIN. TO ON /4 EXRE 28 NEW POCKET FRENCH DOORS - REFER TO DOOR SCHED. REFER DOOR SCHEDULE & BLDG. ELEVS EXIST. ER \ EXIST, WINDOW TO REMAIN - REFER TO BLDG. ELEVS j 9 NEW LANDING DOOR - REFER TO DOOR SCHED. 29 REMNEW POCKET DOOR VE EXIST. GYP.ED. FRO DOOR SCNDOF OEFOR ER T SIDE EMRFTHIS EXIST. CONC. SLAB ON GRADE TO BE CUT NEWHEE AEAVATOR - R FER TO NEW ELEVATORR SECTIONS, SHEET O RECOMOME DATQNS EQUIP. PER EREFERTOR TTO E EOCVIDER DWGS. 30 TION MATCH EXISTT.. - NEW GYP. B.ORE ER TO PARTITION- PAINT FIN. DETAILS S EETQ 2p 10 1SHAFT D. LEVEL - NEW ELEVATOR ENLARGEMENT PLAN SCALE: 3/8" = V-9' Z. NOT ' TO SHEET A-1,3 FOR OVERALL NEW 2ND, FLOOR PLAN, REFE . EXPANDED RAISED DECK EXIST. DOOR TO REMOVE EXIST. FLOOR TILES & SAFE TO BE EXIST. REMAIN - REFER TO DEN PLAN &REAR ELEV. RE -USED ON EXPANDED RAISED DECK - REFER TO PLAN. EXIST. FLOOR FIN. & SLAB Z 7'-4" - 7-6" V.I.F. TO REMAIN EXIST. FOOTIWZ , \\\ -DOTTED LINES DENT AS DEPICTED It��\�\�\ �\ �\ EXIST. RAISED DECK T EXIST. 3RD. PAR T'\\\\\\� \\\ BE REMOVED - REFER DOCUMENTS - TO STRUC. DWGS. FIELD VERIFY \�\\�\\ LLJ= � a d NEW STEPS CONC. FOOTING - REFER TO STRUC, DWGS. VAPOR BARRIER SHEETING ON COMPACTED SOIL BASE ('A"RAISED CONCRETE DECK - CROSS SECTION A-1,4 SCALE: 3/4" = V-0" NOTE: FIELD VERIFY ALL CONDITIONS - REFER TO STRUC. DWGS. 1 ST. LEVEL - NEW ELEVATOR ENLARGEMENT PLAN SCALE: 3/8" = l'-U' NOTE: REFER TO SHEET A-1.2 FOR OVERALL NEW 1ST. FLOOR PLAN. IdL FIN. FL. 1ST, LEVEL _ EL. +0'-0" CV NEW EXPANDED CONC. RAISED DECK SLAB & STEPS - REFER TO PLAN & STRUC. DWGS, \ EXIST, FLOOR TILES TO BE RE -USED ON EXPANDED RAISED DECK - REFER TO PLAN EXIST. POOL DECK LEVEL EL. -2'-2 1 /2" EXIST. CONC. POOL DECK TO REMAIN - REFER TO STRUC. DWGS. PATCH & REPAIR EDGE AS REQUIRED. ANGLES DESIGN ARCHITECTURE AA-0002900 INTERIOR DESIGN IB-0000933 ANGLES DESIGN ASSOCIATES INC. 13312 S.W. 29 STREEI MIAMI, FLORIDA 3317" TEL (305) 554-1809 TEL (772) 285-0585 MANGLES�9MAARCHDESIGNS.COI WW W.ANGLESDESIGN.COA CONNECTICUT . FLORID, GEORGIA ILLINOI MARYLAND MICHIGA NEW JERSEY NEW YOR NORTH CAROLIN, SOUTH CAROLIN, UTAH . VIRGINI, w w � Lu W I.. i Z U J Q /.', L.L.. J Z u u.jI— W U O r/ Z F_— Q W u to L1J J w Z 0- Q � O co N 0 F- I� O U Uw Z 5W w =W oz o o° z < IL Q� �o 3� -o 0� oa ;n MANUEL ANGLES NCARB, AA, LEED P ```e�U 111�1I/rr '���E•.OF•:c�0 r AR 9238 REVISIONS: DRAWN BY, D.G. DATE DRAWN: 11/03/ DATE ISSUED: DATE PLOTTED: 12/04/ COMM. NO: SHEET NO: A-1.4 PERMIT SET OF: 1 U A. 9K]n I FVFI c. IZKII A la(~_F-t APKIT PI TIC - I\IFW FI FVAMP TRELLIS BELOW EXIST, POOL DECK BELOW REFER TO SITE PLAN SHEET SP-1.0 Px00F PLAN SCALE: l /4"=1-0" ANGLES DESIGN ARCHITECTURE AA-0002900 INTERIOR DESIGN I B-0000933 ANGLES DESIGN ASSOCIATES INC. 13312 S.W. 29 STREET MIAMI, FLORIDA 33175 TEL (305) 554-1809 TEL (772) 285-0585 MANGLES@MAARCHDESIGNS.CON WW W.ANGLESDESIGN.COM CONNECTICUT . FLORIDA GEORGIA ILLINOI: MARYLAND MICHIGAl' NEW JERSEY NEW YORN NORTH CAROLINA SOUTH CAROLINA UTAH . VIRGINI/ 0 w w ry w Lu 1-1-1 UJ ❑ oc Z `J Q � � LJL z Z;;) L uLu I— U O oi� Z F= Q ui U Cf) j w a W � J Z Q 1.10 �O � V Q r— cV iY 0 U MANUEL ANGLES NCARB, AIA, LEED 7 • 7 ems' • 1078 ®,FREDofljjj.PR AR 9238 REVISIONS: DRAWN BY: D.G. DATE DRAWN: 11/03/1, DATE ISSUED: DATE PLOTTED: 12/09/,' COMM. NO: SHEET NO: AS -BUILT PLANS NOTE: ALL INFORMATION & DIMENSIONS OF EXISTING CONDITIONS SHOWN ON THIS PLANS ARE BASED ON EXISTING THIRD PARTY CONSTRUCTION DOCUMENTS TO BE VERIFIED PRIOR TO REMODELING - ALL DIMENSIONS TO BE FIELD VERIFIED. EXISTING CONDITIONS - ROOF PLAN A-2.0 PERMIT SET OF: EXIST. ROOF BEYOND MODIFIED BITUMEN BUILT-UP ROOF. DRIP EDGE TO MATCH ROOF TILE TO MATCH EXIST. TNING ROD NOTE: fD. LIGHTNING ROD _D AS PER INSTALLER ZICATOR SPECS. :W ROOF FOR :VATOR SHAFT EXIST, POOL DECK BELOW REFER TO SITE PLAN SHEET SP-1.0 1 1 1 EXIST. ROOF ON PRE -FABRICATED WOOD TRUSS SYSTEM TO REMAIN 19 I tX131. KUUI- VALLtT IU KtMAIN �,/` 21 EXIST. ROOF OVERHANG RE -USE EXIST. ROOF TILES THAT WERE CAREFULLY REMOVED, PRESERVED, & DURING DEMOLITION. 4] FASCIA BOARD ON 2X8 SUB -FASCIA TO MATCH EXIST. @ 0" OVERHANG - REFER TO FASCIA DETAIL THIS SHEET. 5 CONT. METAL DRIP EDGE (TO MATCH EXIST.) ANCHORED TO WOOD FASCIA - REFER TO FASCIA DETAIL THIS SHEET. NEW FLAT ROOF - JOHN'S MANVILLE APP. MODIFIED BITUMEN ROOFING aOVER WD. DECK - N.O.A. NO.21-0303.08, DATE: 06/14/2026 - REFER TO SECTIONS, DETAILS, & STRUC. DWGS. 10 COPPER FLASHING & COUNTER FLASHING 12" ON EA. DIRECTION 11 2xl2 EXT. GRADE WOOD RAFTER @ FASCIA @ 16" O.C. 12 EXIST. WOOD PLATE BELOW. 13 NEW ELEVATOR SHAFT WOOD PLATE BELOW - REFER TO SECTIONS & STRUC. DWGS. 14 NEW LIGHTNING ROD - 12"X5/8" STD. LIGHTNING ROD GROUNDED AS PER INSTALLER AND FABRICATOR SPECS. ROOF NOTES: 1. FOR DETAILS AND WIND LOAD INFORMATION AND FRAMING REFER TO STRUCTURAL ROOF DWGS. 2. EXISTING STRUCTURE - WHEN RETROFITTING EXIST, STRUCTURAL ELEMENTS, G.C. TO PROVIDE PROPER SHORING & SUPPORT @ REMAINING STRUCTURE TO PREVENT PROPERTY DAMAGE. 3. FIELD VERIFY ALL CONDITIONS - REFER TO STRUC. DWGS. FOR REMOVAL & RETROFITTING ROOF WOOD TRUSSES FOR NEW ELEVATOR SHAFT ROOF, ANGLES DESIGN ARCHITECTURE AA-0002900 INTERIOR DESIGN I B-0000933 ANGLES DESIGN ASSOCIATES INC. 13312 S.W. 29 STREET MIAMI, FLORIDA 33175 TEL (305) 554-1809 TEL (772) 285-0585 MANGLES@MAARCH DES IGNS.COM WW W.ANGLESDESIGN.COM CONNECTICUT . FLORIDA GEOR'GIA ILLINOIS MARYLAND MICHIGAN NEW JERSEY NEW YORK NORTH CAROLINA SOUTH CAROLINA UTAH . VIRGINIA ry ` Y uj uj U ry Lu F— 7 �Z 0 N u cz O J H FF— u J CL 6 W w W tY OC Q C) z U O Q z w d tn J z 4 ca 0 cV oe GL O As MANUEL ANGLES NCARB, AIA, LEED AP OF F ,.....,,Cp, f7 . _/. )• 44s ♦ 2 FRED PR \ 01111110��� AR 9238 REVISIONS: DRAWN BY: D.G. DATE DRAWN: 11/03/21 DATE ISSUED: DATE PLOTTED: 12/09/21 COMM, NO: SHEET NO: A-2.1 PERMIT SET OF: 77 EXIST. CHIMNEY & CRICKET TO REMAIN IEXIST. ROOF RIDGE TO REMAIN 15 EXIST. TRELLIS & PILASTERS TO REMAIN NEW ROOF PLAN T.O. BM. EL. +20'-2" FIN. FL,- 2ND EL. +11'-0" OIL FIN, FL, EL. +0'-9' T.O. BP EL. +21 mk T.O. BP EL, +1 SLAB EXISTING CONDITIONS BUILDING ELEVATION - FRONT SCALE: 1 /8"=1-0" OL T.O. BM. EL. +20'-2" EL. 16- FIN. FL. EL. +0'-U' EXISTING CONDITIONS BUILDING ELEVATION - REAR SCALE: 1 /8"=1-0" EXISTIIIG CONDITIONS BUILDING ELEVATION - RIGHT SIDE SCALE: 1 /8"=1-0" EXISTING CONDITIONS BUILDING ELEVATION - LEFT SIDE SCALE: 1 /8"=1-0" FIN. FL: 2ND. LEVEL EL. +11'-0" FIN. FL. EL. +0'-0" NOTE: REFER TO SHEET A-3.1 FOR NEW BUILDING ELEVATIONS. ANGLES DESIGN ARCHITECTURE AA-0002900 INTERIOR DESIGN I B-0000933 ANGLES DESIGN ASSOCIATES INC, 13312 S.W. 29 STREET MIAMI, FLORIDA 33175 TEL (305) 554-1809 TEL (772) 285-0585 MANGLESPDMAARCHDESIGNS.COM WW W.ANGLESDESIGN.COM CONNECTICUT . FLORIDA GEORGIA ILLINOIS MARYLAND MICHIGAN NEW JERSEY NEW YORK NORTH CAROLINA SOUTH CAROLINA UTAH . VIRGINIA W u Z W LLJ Q:� W to W i ry sz uj Lu w u G/7 Lu H z_ Z 0 C V r-i F- u C L a w w w oO—c J J 4 u Z u 0 Q Z W 0 W J Z Q m C4 cV ry n CL I MANUEL ANGLES NCARB, AIA, LEED AP 11 c s AR9A23., AR 9238 REVISIONS: DRAWN BY: D.G. DATE DRAWN: 11/03/21 DATE ISSUED: DATE PLOTTED: 12/09/21 COMM. NO: SHEET NO. AS-B1nLT PLANS NOTE: ALL II° uWORMATION & DIMENSIONS OF EXISTING CONDITIONS SHOWN ON THIS PLAN', ARE BASED ON EXISTING THIRD PARTY CONSTRUCTION DOCUMENTS TO BE VE vIFIED PRIOR TO REMODELING - ALL DIMENSIONS TO BE FIELD VERIFIED. EXISTING CONDITIONS - BUILDING ELEVATIONS T.Q. BM. ----------------------- EL. +20'-2" T.Q. BM. ----- E L. + 161-211 lmd�*WKOR EL. +6'-8" T.O. BM. EL. +20'-2" T.O. B M - EL. + 16'-2" FIN. FL. EL. +0'-a - - - - - - - - - - - - - - - - - - - r- -_ I . -I NEW ELEVATOR SHAFT L -- -i 17— — I — , —I NEW WINDOW LOCATION L � -i NEW BUILDII-NG ELEVATIOtl - REAR SCALE: 1/4"= 1 -0" T.Q. BM. ELMIF--- FIN. FL.- 2ND. LEVEL EL. +11'-0" T.O. BM. EL. + 16'-2" NEW m BUILDING ELEVATION - RIGHT SIDI SCALE: 1 /4"=1 -0" BUILDING ELEVATION KEYNOTES: 11:1 5/8" MIN. STUC"kuo - TEXTURE & PAINT FIN. TO MATCH EXIST. a NEW WD. FASk IA - DIMENSIONS & FIN, TO MATCH EXIST, NNEW ROOF - ROOF TILE & FIN. 10 MATCH EXIST. NEW WINDOW - SINGLE HUNG - TYPE & FIN. TO MATCH EXIST. - REFER TO PLAN & WINDOW SCHEDULE. 5� NEW STUCCO TRIM - DIMENSIONS & FIN. TO MATCH EXIST. EXIST. SCREENED ENCLOSURE DOORTO BE RELOCATED. PROVIDE VERT. & HOR. ALUM. FRAMES & COMPONENTS AS REQ'D. FOR NEW SCREEN DOOR LOCATION INSTALLATION &TO ENCLOSE EXIST. GATE OPENING - DIMENSIONS & FIN. TO MATCH EXIST. 12"X5/&'STD. LIGHTNING ROD GROUNDED, AS PER INSTALLER AND FABRICATOR SPECS, F-91 EXIST. CLERESTORY WINDOW TO REMAIN. DQ EXIST. WINDOW TO REMAIN. HEXIST. BAY WINDOW TO REMAIN. 1121 EXIST. STUCCO TRIM TO REMAIN. 18 NEW DOOR - SLIDING - TYPE & FIN, TO MATCH EXIST. - REFER TO PLAN & DOOR SCHEDULE. Fl 4] EXIST. DOOR TO REMAIN. 15 EXPANDED RAISED CONC. DECK TO RE'PLACE EXIST. AT POOL DECK - REFER TO PLAN, SECTION ON SHEET A-1.4, & STRUC. DWGS. ANGLES DESIGN ARCHITECTURE AA-0002900 INTERIOR DESIGN I B-0000933 ANGLES DESIGN ASSOCIATES INC. 13312 S.W. 29 STREET MIAMI, FLORIDA 33175 TEL (305) 554-1809 TEL (772) 285-0585 MANGLES' 9MAARCHDESIGNS.CO� WWW.AN GILES DES I GN.CO/v CONNECTICUT . FLORIDi GEORGIA ILLINOI; MARYLAND MICHIGAt NEW JERSEY NEW YOR NORTH CA R 0 L I N) SOUTH CARO I -I N) U T A H VIRGINI) Z3 Lu < wUt xa LU L ape 0z! zoo oe 02-, T= Z L z 0 Lu O > V w = ; ri uj lac 0 z Lu < o o 14 =) Lu U-i Q �Cl)- cz - QZ< 0 -7 UDe <> L LLJ v) 0 uj Q, �Z-2 C):� LLI M: Lu , �: Lu 0 u K ry 7' F— z U-j V) LLI Lu • 0 ou; <0 z rl < -0 ca 0 CN 0 uw( O 0Z1 o u 0 is � U Rai -3 T i z 0: 0 u 0 i ZI w : 00! z m MANUEL ANGLES NCARB, AJA, LEED A IF % s AIR92 •C-) AR 9238 REVISIONS: 16 NEW EPS FROM EXPANDED RAISED CONC. DECK TO POOL DECK REFER TO PLAN, SECTION ON SHEET A-1 .4, & STRUC. DWGS. DRAWN BY: D.G. DATE DRAWN: 11/03/: 17] EXIST. BALCONY RAILING TO REMAIN. DATE ISSUED: DATE PLOTTED: 12/09/'. EXIST. POOL DECK SCREEN ENCLOSURE TO BE MODIFIED PER PLAN COMM. NO: 8 REFER TO NEW POOL DECK PLAN ON SHEET SP-1.0 & BLDG. ELEVATIONS ON SHEETS A-3.0 & A-3,2, SHEET NO: F, 91 EXIST. ROOF TC3 REMAIN. A-3-1 PERMIT SET NEW BUILDING ELEVATIONS OF: e 10 L SCREEN DOOR RELOCATION BUILDING ELEVATION KEYNOTES: ❑1 5/3" MIN. STUCCO - TEXTURE & PAINT FIN. TO MATCH EXIST, 2] NEW WD. FASCIA - DIMENSIONS & FIN. TO MATCH EXIST. NEW ROOF - ROOF TILE & FIN. TO MATCH EXIST. 4 NEW WINDOW - SINGLE HUNG - TYPE & FIN. TO MATCH EXIST. - REFER TO PLAN & WINDOW SCHEDULE. 5❑ NEW STUCCO TRIM - DIMENSIONS & FIN. TO MATCH EXIST. EXIST. SCREENED ENCLOSURE DOOR TO BE RELOCATED. ❑PROVIDE VERT. & HOR. ALUM. FRAMES & COMPONENTS AS REQ'D. 7 FOR NEW SCREEN DOOR LOCATION INSTALLATION & TO ENCLOSE EXIST. GATE OPENING - DIMENSIONS & FIN. TO MATCH EXIST. 12"X5/8" STD. LIGHTNING ROD GROUNDED AS PER INSTALLER AND FABRICATOR SPECS. EXIST, CLERESTORY WINDOW TO REMAIN, 10 EXIST. WINDOW TO REMAIN. 11 EXIST. BAY WINDOW TO REMAIN. 12 EXIST. STUCCO TRIM TO REMAIN. 13 NEW DOOR - SLIDING - TYPE & FIN. TO MATCH EXIST. - REFER TO PLAN & DOOR SCHEDULE. 14 EXIST. DOOR TO REMAIN. 1 EXPANDED RAISED CONC. DECK TO REPLACE EXIST. AT POOL DECK - REFER TO PLAN, SECTION ON SHEET A-1.4, & STRUC. DWGS, 16 NEW STEPS FROM EXPANDED RAISED CONC. DECK TO POOL DECK - REFER TO PLAN, SECTION ON SHEET A-1.4, & STRUC. DWGS. 17 EXIST. BALCONY RAILING TO REMAIN. EXIST. POOL DECK SCREEN ENCLOSURE TO BE MODIFIED PER PLAN - 1$ REFER TO NEW POOL DECK PLAN ON SHEET SP-1.0 & BLDG. ELEVATIONS ON SHEETS A-3.0 & A-3.2. 19 EXIST. ROOF TO REMAIN. NEW BUILDING ELEVATION - RIGHT SIDE SCALE: 1 /4"=1-0" ANGLES DESIGN ARCHITECTURE AA-0002900 INTERIOR DESIGN 18-0000933 ANGLES DESIGN ASSOCIATES INC. 13312 S.W. 29 STREET MIAMI, FLORIDA 33175 TEL (305) 554-1809 TEL(772) 285-0585 MANGLES@MAARCH DES IGNS.COM WW W,ANGLESDESIGN.COM CONNECTICUT . FLORIDA GEORGIA ILLINOIS MARYLAND MICHIGAN NEW JERSEY NEW YORK NORTH CAROLINA SOUTH CAROLINA UTAH . VIRGINIA LJJ u Z Lu a uo- uj iy— uj LJJ C 6 Y ui cy— u v J ui Z Z CN r— f w �n L � 0 TZz 5 ❑ 3 4'WQ Q wom _o =a �ww Wph Qzx ZO- O;--:2 N � _O O�Z a�Q w =on y w Y = D Q Q Z O>O w� 3aU �01 OJ x ceQae Uz0 � � W w z o Q �Qw Z OQO Z w�w = ur d ZOo 4-Z O�Q Q= U � yLL LOU cW = L < � v 1 N Q °d w Q � � w U --<O 0�ZJ Z 3Q= oe�� ❑-w fl wo NOa U U-�O Z �U J .LLI Q Q J W 7 Urcw azt� DDO� oul z � x w z 0 Oa U�U oho �wz H Z w � zU < ne oe H Utz �-=¢p MANUEL ANGLES NCARB, AIA, LEED AP AI!;... 3S c ;c'SjF !' AR 9238 REVISIONS: DRAWN BY: D.G. DATE DRAWN: 11/03/21 DATE ISSUED: DATE PLOTTED: 12/09/21 COMM. NO: SHEET NO: NEW BUILDING ELEVATIONS A-3.2 PERMIT SET OF: J 2-HOUR FIRE 2-HOUR FIRE RATED EXIST. ROOF TRUSSES & RATED CLG. PARTITION ASSEMBLY CEILING TO REMAIN 2-5/8" TYPE "X" GYP. BD. LAYERS ON EA. SIDE OF 3-5/8" MTL. STUD. ANCHORED TO EXIST, ROOF TRUSS ABOVE FIRE RATED DOOR - REFER TO DOOR SCHEDULE & ELEVATOR MFR. SPECS. FOR REQUIREMENTS. ADJUSTABLE SHELF - TYP.- EXIST. MASTER BEDROOM to 2-HOUR FIRE RATED PARTITION ASSEMBLY ao 2-5/8" TYPE "X" GYP. BD. LAYERS ON EA, SIDE OF 3-5/8" MTL. STUD. ANCHORED T. & B. TO EXIST. ROOF TRUSS & FLOOR TRUSS 3/4" CDX PLYWOOD MILLWORK CASEMENT STYLE, SHEATHING FOR EQUIPMENT SIZE, & FIN. TO MATCH EXIST. INSTALLATION BACKING ANCHORED TO MTL, STUD. ELEVATOR EQUIP. - COORD. W/ ELEV. MFR, I NEW FLOOR FIN. TO MATCH FOR SIZE & INSTALLATION EXIST. FLOOR FIN. REQUIREMENTS I EXIST. GYP, BD. SOFFIT - —� REFER TO 1 ST. FLOOR PLAN EXIST. FLOOR TRUSSES & CEILING TO REMAIN MILLWORK CASEMENT STYLE, SIZE, & FIN. TO MATCH EXIST. NEW POCKET DOORS TRACK & FRAME - REFER TO 1ST. FLOOR PLAN, DOOR SCHEDULE. EXIST. I III EXIST. LIVING ROOM SITTING ROOM EXIST. GYP, BD. CORNER - REFER TO 1ST, FLOOR PLAN NEW POCKET FRENCH DOORS - REFFR TO 1 ST. FLOOR PLAN, DOOR SCHI DULE & TYPE DETAIL. EXIST, FLOOR FIN. & SLAB II EXIST. FLOOR FIN. — TO REMAIN \ TO REMAIN FINISH NOTES: 1. GYP. BOARD SURFACES TEXTURE & FINISHES TO MATCH EXIST. 2. NEW FLOOR FINISHES TO MATCH EXIST. 3. FOR NEW FRENCH POCKET DOOR BETWEEN THE LIVING AND SITTING ROOM, REMOVE GYP. BOARD FROM INTERIOR FACE OF SITTING ROOM FOR POCKET DOOR FRAME INSTALLATION TO MAINTAIN PARTITION FACE TO LIVING ROOM AS IS. 4. NEW DOORS FINISH TO MATCH EXISTING DOORS - REFER TO DOOR SCHEDULE AND FLOOR PLAN. ELEVATOR SHAFT C WALL SECTION - CROSS SECTION A-4.0 SCALE: 3/4" = 1'-0" NOTE: FIELD VERIFY ALL CONDITIONS - NOTIFY ARCHITECT OF AN FOUND DISCREPANCIES. 12 EXIST 5 EXIST. ROOF TRUSSES & CEILING TO REMAIN PLATE - 2-2x6 P,T, EXT, WD PLANKS W/ MTL. STRAP PE STRUC. DWGS. EXIST, MASTER BEDROOM LANDING DOOR - REFER — TO DOOR SCHED. 0 oa EXIST. FLOOR FIN. TO REMAIN EXIST. FLOOR TRUSSES & CEILING TO REMAIN EXIST. SITTING ROOM LANDING DOOR - REFER - TO DOOR SCHED. 0 zo EXIST, FLOOR FIN. & SLAB TO REMAIN in j EXIST. FOOTM AS DEPICTED II EXIST. 3RD.. PAI DOCUMENTS - FIELD VERIFY EXIST. ROOF BEYOND 12 \ EXIST. 15 COPPER FLASHtf< & COUNTER FLASHING, 12" ON EA. DIRECTION REMOVE, PRESERVE, & RE -USE EXIST. ROOF TILE 2" S T 2xl2 @ 16, O.C. NEW FLAT ROOF - JOHN'S MANVILLE APP. MODIFIED BITUMEN ROOFING OVER WD. DECK - N.O.A. NO. 21-0303.08 EXP. DATE: 06/14/2026 - - 4=_05�C_HT ION OF EXIST. ROOF . & FASCIA TO BE REMOVED FOR SHAFT WATERPROOFING MEMBRANE ON HOISTWAY SURFACES - KEMPER, THOROSEAL, OR (I APPROV. EQ. I I II I I II I lilliliilli II llllillllli II I I) I I I ELEVATOR CAB II I llllillll I I I � w ELEVATOR, S+fA T 0 > U t— Lu ' = U° CV � 1_- 11 D ��Lu I I I I ( II I I — I ( I I I I II I I I I llillllllll I I ELEVATOR CAB lllllllllll I I II I 11111111111 II I WATERPROOFING I _ MEMBRANE - KEMPER, THOROSEAL, OR -APPROV. EQ. - — — — — w — - W W o ELEVATOR g 3 ° PIT N 60 NEW PIT CONC. SLAB & Q � ° FOOTING - REFER TO STRUC. O DWGS. ° 0 ELEVATOR SHAFT e WALL S ECCTI N CROSS SECTION A-4.4 SCALE: 3/4" = 1'-0" NOTE: FIELD VERIFY ALL CONDITIONS - REFER TO STRUC, DWGS, FOR REMOVAL & RETROFITTING OF FLOOR & ROOF WOOD TRUSSES, ELEVATOR PIT & FOUNDATION FOR NEW ELEVATOR SHAFT. EXIST. ROOF BEYOND NOTE: FIELD VERIFY O.H. CONDITION - DETAILtIEDGE BASED ON EXIST. DWGS. & PARTIAL FIELD OBSERVATION. NEW ROOF TILETO MATCH EXIST.T.O. BEAM EL. +20'-2" NEW ROOF & FASCIA DETAIL TO MATCH EXIST. - REFER TO FASCIA COPFtE"LASH �IIIII Ill L! I. I� \I � DETAIL- '__ — — — — — — — — SECTION OF EXIST, ROOF .H. & FASCIA TO E E REOVED FOR SH FT -NEW PLATE & STRAP PER STRUC. DWGS. - NEW ROOF & FASCIA 14NEW PLATE & STRAP REFER TO FASCIA DETAIL DETAIL TO MATCH EXIST. - PER STRUC. DWGS. - REFER TO FASCIA DETAIL REFER TO FASCIA DETAIL I \ WATERPROOFING LANDING C OOR T -STUCCO OVER SELF NG WIRE LATH, ON I D 15# BLDG. PAPER ON 3/4I CDX EXT. p WAY SURFACES - REFMEMBRANE ER ERTO 2ND\FL. PL. & PLYWOOD - STUCCO TEXT. & FIN. TO I KEMPER, THOROSEAL, OR DOOR SCHED. MATCH EXIST. - REFER TO BLDG. ELEV, APPROV. EQ. \ I EXIST. EXIST. BALCONY BALCONY I \ I -2x6 EXTERIOR WD. STUDS @ 16" O.C. - 2x6 EXT. WD. STUDS @ 16" \ REFER TO BLDG. ELEV. O.C. - REFER TO BLDG. ELEV. I -R 30INSULATION R-30 INSULATION 1 I � I STUCCO OVER SELF FURRING WIRE LATH, IS# BLDG. PAPER ON 3/4' / CDX EXT- PLYWOOD - STUCCO TEXT. & FIN. I I MATCH EXIST. / ELEVATOR CAB I / REMOVE SECTION OF BALCONY FLOOR, TRUSSES COPPER FLASHING & & TILES FOR SHAFT- REFER TO STRUC. DWGS. COUNTER FLASHING TO NOTE: FLOOR TILES TO BE SAVED MATCH EXIST. CONDITIONS COPPER FLASHING & COUNTER FLASHING TO MATCH EXIST, FIN, FL,- 2ND. LEVEL CONDITIONS_EL. +l 1'-U' II EXIST. TILE DECK 1 _ ELEVATOR RETROFIT EXIST. 16" - DECK TRUSSES '- _ SHAFT - REMOLLE SECTION OF B)1CONY BOOR, TRUSSES I & TILES FOR SHAFT - REFER TO STRUC D S., O T.O. EXIST. TIE BEAM EL. +9'-2" u _ EXIST, FLOOR TRUSSES EXIST, FLOOR TRUSSES ° ELEVATOR DRIVE - REFER TO `4 TO BE RETROFITTED - TO BE RETROFITTED - I I PLAN & ELEVATOR MFR. DWGS. REFER TO STRUC. DWGS. REFER TO STRUC. DWGS. .. ° \ \ LANDING C QOR TO SITTING ROOM - \ REFER TO 1ST. FL. P . & DOOR SCHED. \ EXIST, EXIST. SCREENED PORCH SCREENED PORCH \ \ NEW 8" MASONRY UNIT @ GROUND LEVEL - STUCCO FIN, - TEXTURE NEW 8" MASONRY UNIT \ REFER TO STRUC. DWGS, & PAINT FINISH TO @ GROUND LEVEL - MATCH EXIST, - REFER TO REFER TO STRUC, DWGS. NEW REAR ELEVATION STUCCO FIN. - TEXTURE & PAINT FINISH TO MATCH EXIST. - REFER TO NEW REAR ELEVATION i REMOVE SECTION OF SLAB & TILES FOR SHAFT - REFER TO STRUC, DWGS, / NOTE: FLOOR TILES TO BE SAVED — � FIN. FL. 1ST. LEVEL — _ — — — � _ — — _ — — EL. +0'-(Y jk ° ELEVATOR PIT „Lu TERRACE LEVEL — — — — EL. 4, ° ° I REMOVE SECTION OF p — --SLAB-&itLES-F0R�xH✓CT — j\\ \\ \\ \\ \\ \\ \\ CUT BACK SLAB - \\ \\ \\ \\ \\ o . — — — -- REFER TO STRUC. DWGS. �� RESET TILE - /\//\//\//\//\// O PATCH &SET /\\/\\/\\/\\/\\/ ° ° U MEMBRANEAS EXIST. THOROSEAL, OR APPROV, Q -KEMPER, ELEVATOR PIT fk Ilko ELEVATOR NOTES: 1. ELEVATOR EQUIP. PER MFR. SPECS. \ 2. COORD. W/ ELEVATOR PROVIDER DIMENSIONS. /// //% EQUIPMENT, & LOCATIONS, PRIOR TO PURCHASE & A/ j\\\ INSTALLATION. j�\\ /. 1 3. ELEVATOR CABIN & ALL ELEVATOR EQUIP. BY OTHERS. G.C. TO SUBMIT SHOP DWGS. FOR APPROV. \\/ EXISTING STRUCTURE NOTE: ELEVATOR SHAFT WHEN RETROFITTING EXIST. STRUCTURAL ELEMENTS, G.C. TO PROVIDE PROPER SHORING & SUPPORT @ REMAINING A WALL SECTION - CROSS SECTION STRUCTURE TO PREVENT PROPERTY DAMAGE. A-40 SCALE: 3J4" = 1'-0" NOTE: FIELD VERIFY ALL CONDITIONS - REFER TO STRUC. DWGS. FOR REMOVAL & RETROFITTING OF FLOOR & ROOF WOOD TRUSSES FOR NEW ELEVATOR SHAFT. 12 Ems. EXIST. ROOF TRUSSES & CEILING TO REMAIN EXIST. FRAME WALL TO REMAIN EXIST. bAASTER BEDROOM EXIST. FLOOR FIN. TO REMAIN EXIST. FLOOR TRUSSES & CEILING TO REMAIN EXIST. DEN EXIST, SLIDING DOOR OPENING TO BE REDUCED W/8" MASONRY UNIT - REFER TO FLOOR PLAN & STRUC. DWGS. 5/8" GYP. W.B. ON 3/4" FURRING - FIN.'TO MATCH EXIST. - REFER TO 1ST. FLOOR FLAN R-11 INSULATION - REFER TO MECH. DWGS. ENERGY CALLS. WALL_ BASE - DIMS. & FIN, TO MATCH EXIST. EXIST, FLOOR FIN, & SLAB TO REMAIN � DEPICTED IN ,.PXA TY DOCUMENTS - IFY ANGLES DESIGN ARCHITECTURE AA-0002900 INTERIOR DESIGN I B-0000933 ANGLES DESIGN ASSOCIATES INC. 13312 S.W. 29 STREET MIAMI, FLORIDA 33175 TEL (305) 554-1809 TEL (772) 285-0585 MANGLES@MAARCHDESIGNS.COM WW W.ANGLESDESIGN.COM CONNECTICUT . FLORIDA GEORGIA ILLINOIS MARYLAND MICHIGAN NEW JERSEY NEW YORK NORTH CAR OLINA SOUTH C A R O L I NA UTAH . VIRGINIA M L�zz o W �a� ©z= 6R� R Ho OZz �wp F=a =2n 3zz Lwl o< ago W w— of 3oU ° 5 LJJ Q = u z o I"I"I w 0 aZw a 0< Q tY Z Z U L.wL� Z. Lul o 1 Z w W Zo ❑ L� - o- L!J W 11,-- CD O c a Q 'U pay/ Z LL. S W ~ _ U `J\J� u \ � 1J f� Y 0 0 Qpr W W �y > ' • > J uj (� < Ci z ? ^� J Z V n Q Q ;N _0 W . d m ❑ n o CJpd Q Y+tU ©qz N UFO _ lgg;�llW< l •h' v_ � W oe W 0- D� HEz 2 W 0a= aQ0 a ru w z �Z;0 o- Uoz 'zo MANUEL ANGLES NCARB, AIA, LEED AP OF -C• •L�e AST . 12/0 •� •].• AR 9238 REVISIONS: DRAWN BY: D.G. DATE DRAWN: 11/03/21 DATE ISSUED: DATE PLOTTED: 12/09/21 COMM. NO: MOTE: ®_4 g 0 FER TO SHEET A-1.4 FOR NEW ELEVATOR ENLARGEMENT PLANS / e F R 1ST. &2ND. LEVELS PERMIT SET ELEVATOR SHAFT - DETAILS & SECTIONS OF: MEN e� 4'-d" M.O. 0 A WINDOW Cig 1ST. LEVEL KITCHEN SINGLE HUNG IMPACT RESISTANT GLASS WINDOW TYPES: SCALE: 1 /4"=1-0" 5-0" V.I.F. 4'-0" 2'-6" 2'-6" 2'-0" 2'-0" I• 04 INTERIOR POCKET FRENCH DOUBLE DOORS - DEN @ 1ST, LEVEL CLASS II, SAFETY GLASS 01 SWING INTERIOR DOOR - ELEVATOR LANDING DOOR DOOR TYPES: SCALE: 1 /4"=1-0" s SINTERIOR SWING DOUBLE DOORS - ELEVATOR EQUIP, CL, @ 2ND, LEVEL 2-HR. FIRE RATED 10'-0" M.O. V.LF. 06 EXTERIOR SLIDING DOOR - @ MASTER BEDROOM - 2ND. LEVEL IMPACT RESISTANT GLASS _ 5-0" V.I.F. 6-0" V.I.F. 2'-6"-- 2'-6" I 02 EXTERIOR SLIDING DOOR - @ DEN - 1ST. LEVEL IMPACT RESISTANT GLASS �3 INTERIOR POCKET FRENCH DOUBLE DOORS - SITTING ROOM @ 1 ST. LEVEL CLASS II, SAFETY GLASS FINISHES GENERAL INFORMATION NOTES: 1. ALL INT. SURFACES TO BE GYP. BOARD - 5/8" DENSE ARMOR DRYWALL BY GEORGIA PACIFIC OR EQUAL. GYP, BOARD FINISH - LEVEL 5 FINISH. ALL NEW WALLS TO BE PRIMED AND PAINTED. 2. GYPSUM WALL BOARD TO BE TAPED, SPACKLED & JOINTS SANDED. - PAINTED - COLORS TO MATCH EXISTING. 3. ALL WALL & FLOOR FINISHES TO MATCH EXISTING. 4. ALL MILLWORK TO MATCH EXISTING IN STYLE, DIMENSIONS, & FINISH. 5, ALL INTERIOR FINISHES TO BE CLASS "C", FLAME SPREAD RATII`IG, GENERAL NOTES: -ALL EXTERIOR WINDOWS AND DOORS CALLED AS IMPACT RESISTANT, SHALL BE DESIGNED TO MEET THE WIND LOAD PRESSURES OF THE 2020 FL., BUILDING CODE CHAPTER 16 AND SECTIONS 1707.4.1 & 1707.4.3. ALL EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101 /IS2 STDS. AND BEAR AND AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS, AND APPROVED PRODUCT TESTING ENTITY IN ACCORDANCE WITH F.B.C. 1707.4.2.1 -ALL WINDOWS AND DOORS SHALL BE ANCHORED PER PUBLISHED MANUF. RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURES REQUIRED. ALL WOOD BUCKS SHALL BE PRESSURE TREATED, 1/2" MIN. THICKNESS, SET IN FULL BED OF SEALANT AND ANCHORED PER ABOVE REFERENCED SPECIFICATIONS IN COMPLIANCE WITH F.B.C. 1707.4.1 IF LESS THAN 1-1/2" WINDOWS AND DOORS SHALL BE ANCHORED THROUGH THE JAMB INTO THE STRUCTURAL SUBSTRATE TO COMPLY WITH 1707.4.4.2 -MULLIONS AND ADJACENT DOOR ASSEMBLIES ARE REQUIRED TO BE TESTED OR ENGINEERED TO TRANSFER 1,5 TIMES THE DESIGNED LOADS TO THE ROUGH OPENING SUBSTRATE IN ACCORDANCE WITH 2O20 F.B.C. SECTIONS 1707.4.5.1 AND 1707.4.5 -CONTRACTOR SHALL SUBMIT HARDWARE SCHEDULE INCLUDING ALL HARDWARE, DOOR CLOSERS, DOOR STOPS AND HOLDERS, DEAD LOCKS, HINGES, WEATHERSTRIPPING, THRESHOLDS, ETC. -NO DOOR IN ANY MEANS OF ESCAPE SHALL BE LOCKED AGAINST EGRESS WHEN THE BUILDING IS OCCUPIED. ALL LOCKING DEVICES WHICH IMPEDE OR PROHIBIT EGRESS OR WHICH CAN NOT BE EASILY ENGAGED SHALL BE PROHIBITED -ALL EXTERIOR DOORS TO COMPLY WITH N.O.A. -SUBMIT SHOP DRAWINGS & N.O.A. FOR REVIEW -ALL DOORS AND FRAMES SHALL BE REINFORCED AS REQUIRED FOR THE INSTALLATION OF STANDARD HARDWARE. -ALL EXTERIOR DOORS SHALL BE PROVIDED WITH WEATHER STRIPPING & THRESHOLDS. THRESHOLDS SHALL NOT EXCEED 1 /2" IN HEIGHT ABOVE FINISH FLOOR. -DOOR MANUFACTURER SHALL PROVIDE CERTIFICATION, SIGNED AND SEALED BY A STATE OF FLORIDA REGISTERED ENGINEER, THAT DOORS SHALL BE ABLE TO WITHSTAND WIND LOADING AS REQUIRED BY THE STANDARD BUILDING CODE LATEST EDITION. WINDOWSCHEDULE *} MASONRY OPENING (VERIFY IN FIELD) MARK SIZE (W x H) TYPE MATERIAL N.O.A. REMARKS EX EXISTING (VARIES) EXISTING WINDOW TO REMAIN - REFER TO PLANS & BUILDING ELEVATIONS AO 4'-0" x 4'-10" (*) SINGLE HUNG ALUM/GLASS NO. 20-0401.12 EXP. 08/23/2023 SINGLE HUNG WINDOW BY PGT - SH7700A WHITE ALUM. FRAME & GREY TINT TO MATCH EXIST. NOTES: 1. ALL NEW WINDOW GLAZING TO BE IMPACT RESISTANT GLASS. 4, G.C. TO VERIFY ALL MASONRY OPENINGS WITH WINDOW MANUFACTURER, AND VERIFY M.O. AT JOB SITE BEFORE 2. ALL EXTERIOR WINDOWS TO BE "PGT" OR APPROVED EQUAL. ORDERING AND FABRICATION OF WINDOWS. 3. ALL NEW WINDOWS FRAME COLOR TO BE WHITE ALUM. TO MATCH EXISTING. GLAZING COLOR 5. ALL EXTERIOR WINDOWS TO MEET PRODUCT CONTROL APPROVAL TESTING. SUBMIT PRODUCT APPROVAL NO. TO BE GREY TINT TO MATCH EXIST, COORDINATE WITH ARCHITECT/OWNER. AND INFORMATION. DOOR SCHEDULE MARK SIZE (W x H x TH'K) TYPE MATERIAL FRAME pTDHA ES�HnOuDT HARDWARE N.Q.A. REMARKS EX EXISTING (VARIES) EXISTING DOOR TO REMAIN - REFER TO PLANS & BUILDING ELEVATIONS Ol 3'-0" x 8'-0" SWING FIBER OGLASS LID WOOD PER ELEVATOR PROVIDER RECOM. PEROF.OSPECS. MAN ELEVATOR LANDING DOOR (SEE DOOR TYPE) 02 6'-d" X $'-0" SLIDIN(a ALUM./GLASS ALUM./GLASS PER DOOR MANUF. PER DOOR N.O.A. NO. 20-0429.03 EXP. 08 02 2022 DEN @ 1ST, LEVEL- PGT-CLASSIC VIEW EXTERIOR SLIDING GLASS DOOR - IMPACT RESISTANT GLASS (SEE DOOR TYPE) - GREY TINT TO MATCH EXIST, - PROVIDE WEATHER STRIPPING 03 2(2'-6" x 8'-0") V,LF, POCKET WOOD / GLASS WOOD PER TRACK SET OF 2 - POCKET FRENCH DOORS (SEE DOOR TYPE) - REFER TO 1ST. FLOOR PLAN SET OF 2 -POCKET FRENCH DOORS (SEE DOOR TYPE) -REFER TO 1ST. FLOOR PLAN ® 2(2'-6" x 8'-0") V.I.F. POCKET WOOD / GLASS WOOD PER MANUF,CK OS O 2 ( 2'-d" x 8'-0"} SWINCa SLIDING 2 HR FIRE RATED MTL. PER DOOR MFR. RECOMMENDATIONS PER DOOR MANUF. SPECS. ELEVATOR EQUIPMENT CLOSET DOORS-SWING2-FIR. FIRE RAIEDSOUDDOOR - (SEEDOORTYPE)- DOOR & FRAME COLOR TO MATCH EXISTING INTERIOR MILLWORK. MASTER BEDRM. @ 2ND. LEVEL - PGT-CLASSIC VIEW EXTERIOR SLIDING GLASS DOOR - IMPACT RESISTANT GLASS SEE DOOR TYPE - GREY TINT TO MATCH EXIST. - PROVIDE WEATHER STRIPPING O6 10'-©° X S'-O" ALUM./GLASS ALUM./GLASS PER DOOR MANUF. PER DOOR N.O.A. NO. 20-0429.03 EXP. 08 02 2022 NOTES: 1. ALL EXTERIOR GLAZING TO BE IMPACT RESISTANT GLASS. -INTERIOR GLAZING TO BE CLASS II, SAFETY GLASS, OR EQUAL, 2. ALL EXTERIOR DOORS BY "PGT" OR APPROVED EQUAL. 3. G.C. TO VERIFY ALL MASONRY OPENINGS WITH DOOR MANUFACTURER - VERIFY M. O. AT JOB SITE BEFORE ORDERING AND FABRICATION OF DOORS. 4. ALL NEW DOORS FRAME COLOR TO BE WHITE ALUM. TO MATCH EXISTING - GLAZING COLOR TO BE GREY TINT TO MATCH EXIST. COORDINATE WITH ARCHITECT/OWNER. 5. ALL EXTERIOR DOORS TO MEET PRODUCT CONTROL APPROVAL TESTING. SUBMIT PRODUCT APPROVAL NO. AND INFORMATION. HARDWARE: NOTES: 1, ALL NEW DOORS HARDWARE TO MATCH EXISTING & INSTALLED BY G.C. - UNLESS HARDWARE FOR EXTERIOR DOORS IS REQUIRED TO MEET PRODUCT CONTROL APPROVAL TESTING. SUBMIT N.Q.A./PRODUCT APPROVAL NO. AND INFORMATION. FINISH SCHEDULE LEVEL ROOM NAMES FLOOR BASE WALL CEILING REMARKS NORTH SOUTH EAST WEST MATERIAL HEIGHT 1ST. EXIST, SITTING ROOM F4 B1 W1 W1 W1 W1 CI (EXIST.) REFER TO PLANS, ELEVATIONS, & SECTIONS FOR ADDITIONAL INFORMATION 1ST. EXIST. DEN F2 81 W1 W1 W1 W1 Ci (EXIST.) REFER TO PLANS, ELEVATIONS, & SECTIONS FOR ADDITIONAL INFORMATION 1 ST, EXIST. PORCH F1 - W2 W2 C2 (EXIST.) REFER TO PLANS, ELEVATIONS, & SECTIONS FOR ADDITIONAL INFORMATION 2ND. EXIST, STAIRS LANDING @ 2ND, LEVEL F4 Bl W1 Wl W1 W1 C1 (EXIST.) REFER TO PLANS, ELEVATIONS, & SECTIONS FOR ADDITIONAL INFORMATION 2ND. EXIST. MASTER BEDROOM F3 B1 W1 W1 W1 Wi C1 (EXIST.) REFER TO PLANS, ELEVATIONS, &SECTIONS FOR ADDITIONAL INFORMATION 2ND. ELEVATOR EQUIPMENT CLOSET F5 B1 W5 W5 W5 W5 C1 (EXIST.) REFER TO PLANS, ELEVATIONS, & SECTIONS FOR ADDITIONAL INFORMATION ELEVATOR SHAFT F6 W4 W4 W4 W4 C4 REFER TO PLANS, ELEVATIONS, & SECTIONS FOR ADDITIONAL INFORMATION ELEVATOR CABIN F5 W6 W6 W6 W6 C5 REFER TO ELEVATOR MFR. DOCUMENTS FOR ADDITIONAL INFORMATION NOTE: ALL INTERIOR FINISHES TO BE CLASS "C", FLAME SPREAD RATING. * VERIFIED ALL CLG. HT. IN FIELD - REFER TO ELEC. PLAN & MECH. DWGS. FINISH MATERIALS FLOOR FINISH BASE WALL FINISH CEILING FINISH F 1 STONE PAVERS TO MATCH EXIST. B I WALL BASE - STYLE, DIMENSIONS, & FIN. TO MATCH EXIST. W1 GYPSUM WALL BOARD- FINISH & PAINT TO MATCH EXIST. C 1 EXIST. GYPSUM BOARD - PATCH & FIN. AS REQ'D. TO MATCH EXISTING F2 CARPET TO MATCH EXIST. @ DEN W2 EXIST. STUCCO FINISH REFER TO BLDG. ELEVATIONS C2 EXIST. STUCCO FINISH - PATCH & FIN. AS REQ'D, TO MATCH EXISTING F3 CARPET TO MATCH EXIST. @ MASTER BEDROOM W3 STUCCO FINISH - FINISH & PAINT TO MATCH EXIST. REFER TO BLDG. ELEVATIONS C3 2-HR. FIRE RATED CEILING - PAINTED TO MATCH EXIST, REFER TO ELEVATOR CLOSET SECTION F4 WOOD FLOOR FIN, TO MATCH EXIST. W4 STUCCO OVER SELF FURRING WIRE LATH - WATER PROOF. MEMBRANE - REFER TO NEW ELEVATOR SECS. C4 STUCCO OVER SELF FURRING WIRE LATH - WATER PROOF. MEMBRANE - REFER TO NEW ELEVATOR SECS. F5 ELEVATOR PORCELAIN TILE T,B,D. W5 2-HR. FIRE RATED GYPSUM WALL BOARD- FINISH & PAINT TO MATCH EXIST. -REFER TO ELEVATOR CLOSET SECTION C5 PER ELEV, CAB, MANUF. F6 CONC. SLAB - WATER PROOF. MEMBRANE - REFER TO NEW ELEVATOR SECTIONS W6 PER ELEV. CAB. MANUF, ANGLES DESIGN ARCHITECTURE AA-0002900 INTERIOR DESIGN I B-0000933 ANGLES DESIGN ASSOCIATES INC. 13312 S.W. 29 STREEI MIAMI, FLORIDA 3317r TEL (305) 554-1809 TEL (772) 285-0585 MANGLES@MAAIRCH DES IGNS.COI WW W.ANGLESDESIGN.CON CONNECTICUT . FLORID) GEORGIA ILLINOI MARYLAND MICHIGAI NEW JERSEY NEW YOR NORTH CAROLIN) SOUTH CAROLIN) UTAH . VIRGINI) ri w 1 ry ``'3 0-1 ui W C O Z U tv a LJ L Z Lu �.._ ` U O LwZF- Q ui U V) W a w � J Z CL Q � 0 m N o 0 MANUEL ANGLES NCARB, AA, LEED P S`j • /C18/ RED P AR 9238 REVISIONS: DRAWN BY: D.G. DATE DRAWN: 11/03/ DATE ISSUED: DATE PLOTTED: 12/09/ COMM. NO: SHEET NO: DOOR, WINDOW, & FINISH SCHEDULES A-5.0 PERMIT SET OF: I HR FIRE RATED ASSEMBLY SOUND GA SKETCH AND DESIGN DATA FIRE RATING RATING FILE: DETAILED DESCRIPTION FIRE SOUND STC NO. CONSTRUCTION TYP: GYPSUM WALLBOARD, METAL STUDS 1 HR. 40 TO 44 WP 1200 ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR VENEER BASE APPLIED AT RIGHT ANGLES OR PARALLEL TO EACH SIDE OF 3 5/8" METAL STUDS 24" O.C. WITH 1" TYPE S DRYWALL SCREWS THICKNESS 4 ]" 8" O.C. TO INTERMEDIATE STUDS. LIMITING HEIGHT: 17' 3" STAGER ALL VERTICAL AND APPROX. WEIGHT: 6 psT HORIZONTAL JOINTS 24" O.G. EACH FIRE TEST: FM WP-45, 6-19-68 SIDE INLBj OSU T-1770, 4/61 SOUND TEST: NGC 2385, 7-28-70 2x4 OR 2x6 FASTENED TC NOT LESS THAN 2 STUDS 2x P,T. WD. FASTENED TO CONC. SLAB W/DN& "HILTI" SHOTS @ 16 O.C. OR TO WOOD FLOOR W V WOOD SCREWS @ 16" LINE OF CONC. SLAB STUD GA. 20 TRACK FASTENED TO WOOD MEMBER W/1" WOOD SCREWS @ 16" O.C. OR TO CONC. SLAB W/ DN37P8 "HILTI" SHOTS @ 16 O.C. 3 5/8" METAL STUD GA.20 OR 2x4 WD. STUD @ 16" O.C. MAX OR 2x6 WD. STUD @ 24" O.C. MAX 5/8" G.W.B. NAILED TO STUDS (REFER TO FASTENING NOTES) BASEBOARD FLOOR FINISH LINE OF CONC. SLAB 5/8" TYPE "X" G.W.B. ON EACH SIDE 3 5/8" METAL TRACK TO CONC. SLAB FL W/3/16"xl 3/4" TAP SCREWS @ 24" O.C. @ I ANCHORED )OR CONS rt I V /8'METAL STUDS CJ 16" O.C. ATT INSULATION AT VERTICAL WALLS 4" CONCRETE SLAB (SEE STRUCTURAL DWGS) WALL DETAIL (1 HR FIRE RATED) ONOT TO SCALE SOUND INSULATION STC OF 65 OR GREATER WALL HUNG CABINET A FIXTURES IN INT. PARTITIC 2x4 OR 2x6 FASTENED Tt NOT LESS THAN 2 STUDS GWB. NOTE: DENSE SHIELD @ ALL WE (REFER TO INTERIOR DESGGI FOR FINISHES) 2x P,T. WD. FASTENED TO CONC. SLAB W/DN37F "HILTf' SHOTS @ 16 O.C. OR TO WOOD FLOOR W/ 1" WOOD SCREWS @ 16" C (2 HR FIRE RATED) UNDERSIDE OF EXIST. FRAMING STUD GA. 18 TRACK FASTENED TO WOOD MEMBER W/1" WOOD SCREWS @ 16" O.C. 3 5/8" METAL STUD GA. 20 OR 2x WD. STUD @ 24" O.C. MAX 5/8" G.W.B. NAILED TO STUDS (REFER TO FASTENING NOTES) �B��AEESEEEBRROAARD BOTH SIDES FLQFQR FINISH DESIGN SET} (REFER TO INT. DESIGN SET) CORK UNDERLAYMENT LINE EXIST. OF CONC. SLAB ANGLES DESIGN ARCHITECTURE AA-0002900 INTERIOR DESIGN I B-0000933 ANGLES DESIGN ASSOCIATES INC. 13312 S.W. 29 STREET MIAMI, FLORIDA 33175 TEL (305) 554-1809 TEL (772) 285-0585 MANGLES@MAARCHDESIGNS.COM WWW,ANGLESDESIGN.COM CONNECTICUT . FLORIDA GEORGIA ILLINOIS MARYLAND . MICHIGAN NEW JERSEY NEW YORK NORTH CAROLINA SOUTH CAROLINA UTAH . VIRGINIA WALL HUNG CABINET AND FIXTURES A TYPICAL INTERIOR PARTITION DETAIL O NOT TO SCALE w INTERIOR PARTITION DETAILSfy W NOT TO SCALE W LLU O FASTENING NOTE: U _ R702.3.6 FASTENING. zU SCREWS FOR ATTACHING GYPSUM BOARD TO WOOD FRAMING SHALL BE TYPE W OR TYPES IN L u 00 J Z ACCORDANCE WITH ASTM C 1002 AND SHALL PENETRATE THE WOOD NOT LESS THAN 5/8 INCH (15.9 ❑ Ll — MM). SCREWS FOR ATTACHING GYPSUM BOARD TO LIGHT -GAGE STEEL FRAMING SHALL BE TYPE S IN 00 Lu u ACCORDANCE WITH ASTM C 1002 AND SHALL PENETRATE THE STEEL NOT LESS THAN 3/8 INCH (9.5 t„ MM). SCREWS FOR ATTACHING GYPSUM BOARD TO STEEL FRAMING 0.033 INCH TO 0.112 INCH (0.838 z I--- Q MM TO 2.84 MM) THICK SHALL COMPLY WITH ASTM C 954. L1J t ti V W WALL HUNG CABINET AND FIXTURES w _j o IN INT. PARTITION NOTE: z CL Q NON BEARING PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL 0 m BE NOT LESS THAN 2"x4", WHERE SPACED NOT MORE THAN 16" O.C. A MINIMUM 2"x4" HORIZONTAL WOOD MEMBER, SECURELY FASTENED TO NOT LESS THAN 2 SUCH STUDS, SHALL BE INSTALLED FOR THE N ATTACHMENT OF EACH WALL HUNG PLUMBING FIXTURE AND WALL CABINET. 2 E2 APPLICATION OF FINISH MATERIAL o OVER GYPSUM BOARD NOTES: 1. BATHTUB, SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A FULL HEIGHT ABOVE THE FLOOR. 2. CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH ANSI Al08.1, Al08.4, A108.5, A108.6, A108.11, Al 18.1, Al 18.3, A]36.1 AND A137.1 3. GYPSUM BOARD UTILIZED AS THE BASE OR BACKER FOR ADHESIVE APPLICATION OF CERAMIC TILE OR OTHER NONABSORBENT FINISH MATERIAL SHALL CONFORM WITH ASTM C 630 OR C 1178. WATER-RESISTANT GYPSUM BACKING BOARD SHALL BE PERMITTED TO BE USED ON CEILINGS WHERE FRAMING SPACING DOES NOT EXCEED 12 INCHES (305 MM) ON CENTER FOR ''/z-INCH-THICK (12.7 MM) OR 16 INCHES (406 MM) FOR 5 / 8 INCH -THICK (15.9 MM) GYPSUM BOARD. WATER-RESISTANT GYPSUM BOARD SHALL NOT BE INSTALLED OVER A VAPOR RETARDER IN A SHOWER OR TUB COMPARTMENT. ALL CUT OR EXPOSED EDGES, INCLUDING THOSE AT WALL INTERSECTIONS, SHALL BE SEALED AS RECOMMENDED BY THE MANUFACTURER, 4. WATER-RESISTANT GYPSUM BACKING BOARD SHALL NOT BE USED IN THE FOLLOWING LOCATIONS: -OVER A VAPOR RETARDER IN A SHOWER OR BATHTUB COMPARTMENT. -WHERE THERE WILL BE DIRECT EXPOSURE TO WATER, OR IN AREAS SUBJECT TO CONTINUOUS HIGH HUMIDITY, 5. A SKIM COAT OF ADHESIVE COMPLYING WITH ANSI A 136.1, AMERICAN NATIONAL STANDARD FOR ORGANIC ADHESIVES FOR INSTALLATION OF CERAMIC TILE, TYPE I OR TYPE 11, SHALL BE APPLIED OVER ALL SURFACES THAT HAVE BEEN FINISHED WITH JOINT COMPOUND AND ALLOWED TO CURE BEFORE THE APPLICATION OF TILE BEGINS, 6. CUT EDGES AND OPENINGS AROUND PIPES AND FIXTURES SHALL BE CAULKED FLUSH WITH WATERPROOF, FLEXIBLE SEALANT OR ADHESIVE COMPLYING WITH ANSI A 136.1, AMERICAN NATIONAL STANDARD FOR ORGANIC ADHESIVES FOR INSTALLATION OF CERAMIC TILE, TYPE I OR TYPE II. THE TILE, WALL PANEL, OR OTHER SURFACING MATERIAL MANUFACTURER'S SPECIFICATIONS SHALL BE FOLLOWED. 7. TILE OR WALL PANELS SHALL BE APPLIED DOWN TO THE TOP SURFACE OR EDGE OF THE FINISHED SHOWER FLOOR, RETURN, OR TUB AND SHALL OVERLAP THE TOP LIP OF THE RECEPTOR, SUB -PAN, OR TUB. 8. TUBS WITHOUT SHOWERHEADS - SURFACING MATERIAL SHALL EXTEND NOT LESS THAN 6 IN ABOVE THE RIM OF THE TUB(b) TUBS WITH SHOWERHEADS - SURFACING MATERIAL SHALL WHICHEVER IS HIGHER. 9. SHOWER STALLS- SURFACING MATERIAL SHALL EXTEND NOT LESS THAN 6 FT. ABOVE THE `SHOWER DAM OR 6 IN. ABOVE THE HEIGHT OF THE SHOWERHEAD, WHICHEVER IS HIGHER. 10. GYPSUM BOARD WINDOW SILLS AND JAMBS IN SHOWER OR TUB ENCLOSURES SHALL BE COVERED TO A HEIGHT NOT LESS THAN AS SPECIFIED FOR THE WALL. 11. SURFACING MATERIAL SHALL BE APPLIED TO THE FULL SPECIFIED HEIGHT FOR A DISTANCE OF NOT LESS TAN 4 IN. ( 100 mm) BEYOND AN OUTSIDE CORNER ARE EXCLUDED. NOTE: VERIFY ALL EXIST. CONDITIONS IN FIELD PRIOR TO CUTTING OPENING ON EXIST. MASONRY WALL FOR NEW WINDOW. a D v Dv D v o D a p v D EXIST. CONC. 1'-0" 6" TIE BE 2x6 P.T. WOOD BUCK FASTENED W/1 /4" DIA. x 3 1 /4" PENETRATION TAPCON EXIST. SCREW INTO CONC. FRAME EXIST. C.M.U. ALL AROUND (TYP.) R C.M.U. CONCRETE SILL 1E �o i a D 8i a a D i a i V 4, ELEVATION 4" NOTE: FINAL DESIGN OF THIS DETAIL SHALL BE PERFORMED PER WINDOW N.O.A. OR PRODUCT APPROVAL DOCUMENTS - SUBMIT SIGNED AND SEALED SHOP DWGS. FOR APPROVAL. TYP. WOOD BUCK DETAIL SCALE: 3/4"= V-0" NOTE: FIELD VERIFY ALL CONDITIONS EXIST. HANDR EXIST. WOOD BALUSTRADE EXIST. WOOD NEWELL POST NEW GYP. BD. WALL - REFER TO 2ND, FLOOR PLAN. NEW WOOD HANDRAIL TO MATCH EXIST. HANDRAIL DIMENSIONS, MATERIAL, & FIN. RAILING GAP TO REJECT A 4" DIA. SPHERE NEW WOOD BALUSTRADE TO MATCH EXIST. BALUSTRADE DIMENSIONS, MATERIAL, & FIN. TYP. RAILING MANUFACTURER PICKETS EQ. SPACED TO PROVIDE SHOP DWGS. TO REJECT A 4" DIA. FOR APPROVAL OBJECT FINISH NOTES: 1. NEW RAILING STYLE, DIMENSIONS, MATERIALS, & FINISHES TO MATCH EXIST, RAILING, 2. NEW FLOOR FINISHES TO MATCH EXIST. STAIR RAILING AT 2ND. LEVEL LANDING 2 RAILING ELEVATION DETAIL A'6,0 SCALE: 3/4" = Y-0" NOTE: FIELD VERIFY ALL CONDITIONS OUTSIDE HATCH PATTERN INDICATES EXIST. — EXTERIOR WALL TO REMAIN \—CONT. SEALANT @ ALL INSIDE CORNERS 20 GA. 3/4" GALV. MTL. FURRING "HAT" CHANNEL @ 16" O.C. FASTENED TO EXIST. v 20 GA. 3/4" GALV. MTL. FURRING "HAT" CHANNEL @ 16" O.G. FASTENED TO EXIST. MASONRY WALL VERTICALLY (TYP.) CONT. CORNER BEAD INSIDE W/PLASTER SKIM COAT "J" MTL. CHANNEL @ (TYP.) ALL OUTSIDE CORNERS (TYP.) (1) LAYER 5/8" GYP. BD. ANCHORED TO MTL. CHANNEL W/ GYP. BD. FASTENERS - TAPE AND SPACKLE JOINTS. LEVEL 5 SMOOTH FINISH - PAINTED (TYP.) MASONRY WALL ` RIGID INSULATION BETWEEN G.W.B. & C.M.U. WALL - VERTICALLY (TYP.) REFER TO M.E.P. DWGS. & ENERGY CALCULATIONS INSIDE GYP. BOARD ON FURRING @ EXTERIOR MASONRY WALL 1 EXTERIOR WALL PLAN DETAIL �A-6.0 SCALE: 3"=1'-0" MISCELLANEOUS DETAILS SCALE AS SHOWN W Ua3 �Wa wo goy W °z= 60 Sg0 O°z =o _Q'.� Xa Eiu>, =00 Z z boa �Qz O>0 =o� 3�U 0¢ a J w�U 10=o az� aW Q W Z al O � o > W J J =moo z00 �Wz �a ULLW _L_ �_�U n H a � N N Q 0 � � O �Z Z J 2 OD� v U �aa U U�O h z U Oa J -J W Paz � W WW 7 a�� ry Z z = w ow- °�u 0 0-0 wwz W w U OQZ 4'z0 =aU MANUEL ANGLES NCARB, AIA, LEED AP �`��• OF •;�<p'% ems• •. 1 8/2 E PR AR 9238 REVISIONS: DRAWN BY: D.G. DATE DRAWN: 11/03/21 DATE ISSUED; DATE PLOTTED: 12/09/21 COMM. NO: SHEET NO: A-6.0 PERMIT SET7 OF: CVICT WACr)KIDV %A/AI I w U PARTIAL FOUNDATION & GROUND FLOOR PLAN SCALE 1/, -, -o REFER TO NOTE "B" 4#5 VERT. #3 TIES @ 8-O.C. C-1 COMPRESSION SPLICE LENGTH SCHEDULE (Lc) #3 THRU USE 30 BAR DIAMETER #11 BARS FOR ALL CONC. STRENGTHS. #14 THRU LAP SPLICE NOT #18 BARS PERMITTED; USE MECH. SPLICES PER ACI 318, SECTION 12.14.3 CONC. COLUMN NOTES A. PROVIDE #7 DOWELS x S-6" LONG. DRILL & EPDXY GROUT 6" MIN. INTO FOUNDATION AND CONC. BEAM B. PROVIDE #4 DOWELS ® 16" O.C. DRII-L & EPDXY GROUT 4" MIN. INTO FULLY GROUTED CELL OR COLUMN. C. ALL SPECIFIED EPDXY ADHESIVE MATERIAL SHALL BE "SET XP" EPDXY ADHESIVE MANUFACTURED BY SIMPSON STRONG -TIE CO. UNDER FL 16230-R1 PRODUCT APPROVAL CONIC. COLUMN DETAILS SCALE : 3/4"=V-0" CONCRETE FOOTING SCHEDULE MARK ELEV. TOP OF FOOTING WIDTH THICK REINFORCING REMARKS CONTINOUS TRANSVERSE F-6x9.0 -2'-0" 6'-O"x9'-O" 18" #5 @ 8" O.C. EA. WAY BOTTOM #5 0 8" O.C. EA. WAY TOP ISOLATED FOOTING NOTE: DATUM ELEVATION = +0'-0" NOTE: ALL SPECIFIED EPDXY ADHESIVE MATERIAL SHALL BE "SET XP" EPDXY ADHESIVE MANUFACTURED BY SIMPSO STRONG -TIE CO. UNDER FL 16230-R1 PRODUCT APPROVAL TIE DOWN DETAIL SCALE: �W' = 1'-0" EXIST. CONC. BEAM VERT. DOWEL, DRILL 6" EXISTING CONCRETE & SET IN EPDXY GROUT. EXISTING MASONRY WALL (TO REMAIN) PROVIDE NEW VERT. REINF. (REFER TO PLAN FOR SIZE & LOCATION) KNOCK —OUT EXISTING MASONRY WALL AND INSTALL DOWELS AND VERT. FILL W 3,000 PSI PUMP MIX GROUT rvuimuNl lviv PLAN NOTES: 1. FINISH FLOOR ELEVATION, +0'-0". COORDINATE W/ARCHITECTURAL DRAWINGS. 2. COORDINATE W/ARCHITECTURAL & OTHER DRAWINGS FOR INFORMATION NOT SHOWN ON THIS PLAN. 3. COORDINATE ALL WINDOW, DOOR AND OPENING LOCATIONS WITH ARCHITECTURAL DRAWINGS. 4. UNLESS OTHERWISE NOTED, VERTICAL WALL REINFORCEMENT SHALL BE AS FOLLOWS: - ELEVATOR WALLS (ZONE 4) #5 @ 32" O.C. - F'm= 1500 PSI. 5. TYPICAL WALL FOOTING ELEVATION = TO MATCH EXISTING ISOLATED FOOTING PADS ELEVATION = TO MATCH EXISTING. 6. ALL FOOTINGS SHALL BE CENTERED UNDER WALLS & COLUMNS, U.O.N. & SHALL BE A MIN. 12" BELOW GRADE PER FBC. 7. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ELEVATIONS, DRAINS, DRAINAGE SLOPE, ETC. NOT SHOWN. 8. ALLOWABLE SOIL BEARING PRESSURE IS 2000 PSF. REFER TO GENERAL NOTES AND SOIL STATEMENT. 9. GROUND FLOOR SLAB SHALL BE 4" CONCRETE SLAB -ON -GRADE REINF. W/6x6-W1.4xW1.4 W.W.F. OVER 6 MIL VAPOR BARRIER SUPPORTED ON COMPACTED LIMEROCK BASE 95% MODIFIED PROCTOR PER ASTM D1557 & FBC REQUIREMENTS. SOIL STATEMENT: BASED UPON VISUAL INSPECTION BY THIS ENGINEER TO THE PROJECT SITE, THE SOIL CONSISTS OF UNDISTURBED LIMEROCK BASE MIXED WITH SAND OR SAND ROCK WITH A MAXIMUN ALLOWABLE BEARING CAPACITY OF 2000 PSF AS PER 2020 FBC. AT TIME OF EXCAVATION FOR FOUNDATIONS, THIS ENGINEER SHALL SUBMIT TO THE BUILDING OFFICIAL A SIGNED AND SEALED LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE SOIL CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED. TERMITE PROTECTION STATEMENT: ALL BUILDINGS SHALL HAVE PRE -CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES AS PER 2020 FBC. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH THE RULES & LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE & CONSUMER SERVICES". LEGEND NEW FOOTING LOAD BEARING CMU WALLS nnrirn EXIST. FOOTING Ll1:/1L11i CONCRETE COLUMNS EXISTING CMU WALLS � -----� CONCRETE WALL BELOW SLAB EDGE REFERENCE NOTES: 1. SEE GENERAL NOTES ON SHEET S-7. 2. SEE COMPONENT & CLADDING WIND PRESSURES ON SHEETS S-3. 3. SEE STANDARD DETAILS ON SHEET S-5 THRU S-6. 4. SEE BEAM SCHEDULE ON SHEET S-2. 5. SEE COLUMN DETAILS ON SHEET S-1. KEY PLAN hill//f EN °N0. 6073 a °,� . TO THE BEST OF MY KNOWLEDGE THESE PLANS CONFOFj9 -C TO THE STRUCTURAL REQUIREMENTS, OF F.B.C. 2020, LATE, ' REVISIONS, INCLUDING SECTIONS " PERTAINIIJG TO- H:V.H:?,� :{ ENGINEER OF RECORD HEREBY EXPRESSL i' RESERVES HIS COMMON "LAW CO Alm AND OTHER PROPERTY RIGHTS I E PLANS. THIS DESIGN AND DRAW ARE NEITHER TO BE REPRODUCED, COPIED, NOR CHANGED 0 ANY FORM OR MANNER WHAT- ALEXANDER ROCHELL SO EVER ► OR ASSIGNED TO ANY PARTY 60735P.E. WITHOUT FIRST OBTAINING THE EXPRESS FL # WRITTEN PERMISSION AND CONSENT OF 1500 NW 89th Court, Suite 212 ROCHELL ENGINEERING, INC. Doral, Florida 33172 TEL: 305.649.4049 — FAX: 305.649.4149 ANGLES DESIGN r I " Ilt •11 INTERIOR pro : t�• C ANGLES DESIGN ASSOCIATES INC. 13312 S.W. 29 STREET MIAMI, FLORIDA 33175 TEL (305) 554-1809 TEL (772) 285-0585 MANGLES@MAARCHDESIGNS.COM WWW,ANGLESDESIGN.COM CONNECTICUT . FLORIDA GEORGIA ILLINOIS MARYLAND MICHIGAN NEW JERSEY . NEW YORK NORTH CAROLINA SOUTH CAROLINA UTAH . VIRGINIA 0 w 0 w w w W W Q � Uc zvElf X J _j w O Q Q vJ _j U z ry Li- W W o �z I_ Q W�—�CJ z c� U) w w 0 W > >� J ,[� ` w J " Z Z Q c� o m .- N N 0 N � 0 a O U MANUEL ANGLES NCARB, AIA, LEED A P AR 9238 REVISIONS: DRAWN BY: M.V./A.R DATE DRAWN: DATE ISSUED: DATE PLOTTED: COMM. NO: SHEET NO: S-1 OF: �E t.. 3B;.r EXISTING: WD LOAD BEARING WALL (TO REMAIN I YP) 614101 N f 4 1 PLAN NOTES. 1. DATUM ELEVATION=+0'-0" 2. EXIST. TIE —BEAM ELEVATION = +9'-2", (V.I.F.) 3. EXISTING SECOND FLOOR CONSIST OF WD. TRUSSES TO REMAIN WHERE SHOWN ON PLANS. 3. COORDINATE ALL WINDOW, DOOR AND OPENING LOCATIONS WITH ARCHITECTURAL DRAWINGS, 4. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ELEVATIONS, DRAINS, DRAINAGE SLOPE, ETC. NOT SHOWN. 5. COORDINATE W/ARCHITECTURAL & OTHER DRAWINGS FOR INFORMATION NOT SHOWN ON THIS PLAN. 6. CONTRACTOR TO COORDINATE W/ARCHITECTURAL AND MEP DRAWINGS FOR A/C, MECHANICAL & PLUMBING OPENINGS, CONCRETE BEAM SCHEDULE SIZE TOP OF REINFORCING #3 TIES U.O.N. MARKS BEAM REMARKS ELEVATION j� SPACING W ® BOT. TOP 88S »��BD 'C' TB-1 8 12 SEE PLAN 2#5 2#5 `� l 4#3 @ 12" OAD E.E. TYP. TIE —BEAM I REM. @ 24" O.C. NOTES; 1. DATUM ELEVATION = +0'-0" 2. PROVIDE 135` HOOKS FOR ALL BEAM STIRRUPS, U.O.N. 3. BEAM REINFORCING SHALL BE CONTINUOUS AND LAPS FOR TOP AND BOTTOM REINFORCING SHALL BE STAGGERED. 4. PROVIDE MINIMUM 30"00" CORNER BARS AT CORNERS AND INTERSECTIONS. 5. WHERE TIE —BEAM OCCURS ADJACENT TO A DESIGNED BEAM, THE TIE —BEAM REINFORCING SHALL BE EXTENDED A MINIMUM OF 36" INTO THE DESIGNED REAM. REFERENCE N TES® 1. SEE GENERAL NOTES ON SHEET S-7. 2. SEE COMPONENT & CLADDING WIND PRESSURES ON SHEETS S--3. 3. SEE STANDARD DETAILS ON SHEET S-5 THRU S-6. 4. SEE BEAM SCHEDULE ON SHEET S-2. 5. SEE COLUMN DETAILS ON SHEET S-1. DENOTES PROPOSED ----- WALL BELOW DENOTES SLAB EDGE ?' --- EXIST. WD. BEARING WALL NEW WD. BEARING WALL PARTIAL ROOF FRAMING PLAINA\7 ROOF' ANCHOR & CONNECTORCHEDUL".E. PRODUCT I ALLOW. ALLOW. SEAT/BEAM/LEDGER !,STRAP/JOIST/TRUSS L1 1-2 PRODUCT 1 ANCHOR CODE MANUFACTURER 1 GRAVITY UPLIFT FAST. SCHEDULE FAST. SCHEDULE (POUNDS) (POUNDS) APF'ROVAL� EXP. DATE ® NVRT-36 NU—VUE N/A 991 (8)—V�"0 TAPCONS (7)-16D NAILS N/A N/A 20-0519.03 7/30/2025 j W 1 Yi PENETRATION I TO THE BEST OF MY KNOWLEDGE THESE FLANS TO THE STRUCTURAL REQUIREMENTS C F F.B.G _20 REVISIONS, INCLUDING SECTIONS P.E�,Rr9,x-f4df i \\\al fPtl/s1 R 0 �``/,,, No60735 a _ g CONFORM 9jr 2fl. LA m STATE OF e � ,� 0--: a ENGINEER OF RECORD HERMY_*PRESSLY RESERVES HIS COMMON LAW COPYRI AND OTHER PROPERTY RIGHTS IN ESE PLAINS, THIS DESIGN AND DRAWINGS ARE NEITHER TO BE REPRODUCED, d PIED, NOR CHANGED IN ANY FORM DR j NER WHAT- SO SOEVER NOR ASSIGNED TO A,LEXANDER ROCHELL ,. WITHOUT FIRST OBTAINING THANY PARTY WRITTEN PERMISSION AND CIE EXPRESS Fl. F".E. 60735 ROCHELLENGINEERING, INC ROCHELL ENGINEERING. INC. ',ONSENT OF 1500 NW 89th Court, Suite 212 STRUCTURAL CONSULTING ENGINEERS Deroh Florida 33172 _ _ n � _ CERT, OF AUTHORIZATION No. 27054 r CONNECTICUT . FLORIDA GEORGIA ILLINOIS MARYLAND MICHIGAN NEW JERSEY . NEWYORK NORTH CAROLING SOUTH CAROLINA UTAH . VIRGINIA u_wg Uz0 zt'a 0 :F u biLLa wz Oo>0) m po a aw�zo w �oz *OV wag O5,0 x�rrz � �Qo aww w adz w K-+Z �o zy— p0 ¢O� U) �W¢ Uj w�w� — ='Z ��¢ daJ ?mow z o<L _ 000 F U Uj LIJ U)aw.zoo va z 0� L.L.. d c; ro j ; ] 1 p 7 o �I , lVi Z F y d , � QO OO w 800 LIJU) ® zva <'w w w J �F z opw � pUw J N F w f2 � t.J % �] z . w r ( U 2w V O w U Z H N oD=z U m wz =00 Xzz M✓ gn�N ONy EE ;W0 0 >- 0 fz0 O = 0oZw tl W U -. g O 0 1w NQ� w~WE Wwz= �t=O �0< claw ww0 MANUEL ANGLES NCARB, AIA, LEER A P AR 9238 REVISIONS: DRAWN DATE DRAWN: DATE ISSUED: DATE " • COMM.f BUILDING ELEVATION - RIGHT SIDE. SCALE '. 1/4= 1'-0" STOP OF BEAM EL. = +20'-2" j jTOP OF SLAB - EL, = +11'-0" __STOP OF SLAB EL. = +0'-0" G RESIDENCE BUILDING ELEVATION -REAR w4ts NOTES: a - (0' -O' I ® I n L----� - as� HPPED ROOF 7'<GM' a 1. COMPONENT & CLADDING PRESSURES SHOWN HEREIN ARE GROSS & ARE BASED UPON Kd=0.85 & ALLOWABLE STI7ESS DESIGN METHOD (ASD) PER ASCE 7-16 & FLORIDA BUILDING CODE 2020 & SHALL NOT BE FURTHER REDUCED BY A FACTOR OF 0.6. ANGLE; DESIGN .. 000•00 INTERIOR IBMS09613 ANGLES DESIGN ASSOCIATES INC. 13312 S.W. 29 STREE MIAMI, FLORIDA 3317 TEL (305) 554-1809 TEL (772) 285-0585 MANGLES@MAARCHDESIGNS.O WWW.ANGLESDESIGN.CC CONNECTICUT . FLORI[ GEORGIA ILLINO MARYLAND MICHIG) NEW JERSEY. NEW YOI NORTH CAROLIN SOUTH CAROLIN U T A H . VIRGIN I 2. THESE PRESSURES ARE PROVIDED AS GENERAL GUIDELINES & ARE TO BE USED AS GENERAL INFORMATION & PERMIT ONLY. w 3. IT IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUFACTURER AS A SPECIALTY V ENGINEER TO CALCULATE & DETERMINE EA. WINDOW/DOOR WIND PRESSURES AS z REQUIRED BY THE 2020 FBC CODE TO RESIST THE SPECIFIED DESIGN WIND PRESSURES w SHOWN ON THIS PLAN. Q 4. ROCHELL ENGINEERING, INC. WILL NOT BE RESPONSIBLE FOR ANY DEFICIENCIES CREATED BY IMPROPER DESIGN, ERECTION, INSTALLATION OR OTHER OPERATIONS RELATED TO THE w WINDOW/DOOR SYSTEM PART OF THIS PROJECT. 5. ALL EXTERIOR WINDOW & DOOR ASSEMBLY PRODUCT APPROVALS (NOA) SHALL BE w SUBMITTED ALONG WITH THE CONTRACT DRAWINGS TO THE AGENCY HAVING JURISDICTION FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. WIND LOADS PER ASCE 7-16 & 2020 FBC w THIS STRUCTURE HAS BEEN DESIGNED AS "ENCLOSED" & REQUIRES IMPACT RESISTANT GLASS OR SHUTTERS TO COMPLY WITH FBC SECTIONS 1609.1.2 & 1626 WIND LOADS ON COMPONENTS & CLADDING ZONE 10 SQ. FT. 20 SQ. FT. 50 SQ. FT. 100 SQ. FT. 200 SQ. FT. 500 SQ. FT. -54.1 -45.3 -37.9 -37.9 -37.9 2E84.2 -75.4 -64.1 -53.6 -45.7 -45.7 2R -84.2 -75.4 -64.1 -53.6 -45.7 -45.7 Q3 -�84.2 -75.4 -64.1 -53.6 -45.7 -45.7 ® -49.5 -47.5 -44.9 -42.5 -40.5 -37.9 �5 -61.1 -57.0 -51.8 -47.0 -43.1 -97.9 0&U5 +46.0 +43.6 +41.0 +38.6 +36.6 +34.0 LVALUES TO BE USED FOR ROOFING PRESSURES TO THE BEST OF MY KNOWLEDGE THESE PLANS CONFORM TO THE STRUCTURAL REQUIREMENTS OF F.,B:C. "2020 TEST REVISIONS, INCLUDING SECTIONS P AI ING TO H Z r ENGINEER OF Ri RESERVES HIS :CORD HEREBY EXPRESSLY AND OTHER PRtCO h10N""LAW COPYRI PLANS. THt Ef�TY RIGHTS IN SE NEITHER TOV GN AND DRAW ARE CHANGED I PRODUCED, CO ED, NOR SO EVER NORM OR MANNER WHAT - WITHOUT FIRST AWMED TO ANY PARTY WRITTEN PERMIOBTAINING THE EXPRESS ROCHELL ENGIN ER NG, ND CONSENT OF ALEXANDER ROCHELL FL P.E. #60735 1500 NW 89th Court, Suite 212 Dora6 Florida 33172 TEL 305.649.4049 - FAX: 305.649,4149 F :,DeI$I N. 60735 ' 0 ry v w w VJ L.L.. w z_ z C0 O N 0 LL U 11 0 w w U) Ill ry Q) h :z Q U Z U O v7 Q z (D w 0 w J C`] Z Q in N 0 N O H _ } a O U MANUEL ANGLES NCARB, AIA, LEI A AR 9238 REVISIONS: DRAWN BY: M.V./A DATE DRAWN: DATE ISSUED: DATE PLOTTED: COMM. NO: SHEET NO: S-3 SHEATHING .(TOAIN) (REFER TO PLA ,�/ EXIST. PLYWOOD SHEATHING EXIST. WD. PRE-FAB WD. 0 REMAIN) (REFER TO TRUSSES (TO REMAIN) AID) PREFER TO PLAN) PRO IDD��CHOR (REFER TO'RLAN _k SCHED.) �., PROVIDE ANCHOR (REFER TO PLAN & SCHED.) PROVIDE ANCHOR C (REFER TO PLAN & PROVIDE (2)-2x4 WD. TOP ANCHOR SCHED.) PLATE WD. HEADER PLATE (REFER DETAIL E/S-12). 1 PROVIDE (2)-2x6 WD. TOP PLATE W/"SIMPSON" SP6 STUD PLATE TIES FAST. W/(6)-10DN 11/2" 1 INTE IOR IN ! I INTERIOR DOOR OPENING (REFER TO PLAN & ELEVATI ON S) CONC. COLUMN (BEYOND) (REFER TO PLAN) EXIST. PLYWOOD SHEATHING (TO REMAIN) (REFER TO PLAN) END FL. 2ND LEVEL a EL. _ +11 -0 EXIST. WD. PRE-FAB WD. TRUSSES (TO REMAIN) 1 EXIST. ANCHOR (TO REMAIN) (REFER TO PLAN) EXIST. CONC. BEAM (TO REMAIN) (REFER TO PLAN) INTERIOR DOOR OPENING (REFER TO PLAN & ELEVATIONS) CONC. COLUMN (BEYOND) (REFER TO PLAN) EXIST. CONC. SLAB (TO REMAIN) (REFER TO PLAN) f RILL & EPDXY W/4" 's MIN. EMBEDMENT INTO ' EXIST. CONC. (TYP.) PROVIDE #4 X 24" @ 16" O.C-------, DRILL & EPDXY W/4" MIN. EMBEDMENT INTO EXIST. CONC. (TYP.) TOP OF FOUNDATION _ EL. = (-3'-4") TO MATCH EXIST. EXIST. MASONRY STEM WALL (TO REMAIN) (REFER TO PLAN) EXIST. FOUNDATION (TO REMAIN) ROOF TRUSS-/ ANCHOR (REFER TO SCHED.) �-CONC. BEAM (BEYOND) (TO REMAIN) (REFER TO I PLAN) ,k TOP OF CONC. BEAM EL. = +9'-2" (TO MATCH EXIST.) INTERIOR PROVIDE WD. JOIST (REFER TO PLAN) TOP OF WD. BEAM - _ EL. = +20'-2" PROVIDE (2)-2x6 WD. TOP PLATE W/"SIMPSON" SP6 STUD PLATE TIES FAST. W/(6)-10D x11/2" NAILS. 2x6 WD. STUD WALL @ 16" O.C.(TYP. @ EXTERIOR WALL) (REFER TO PLAN) EXTERIOR 2x6 WD. BLOCKING @ MID -HEIGHT W/(2)-16D NAILS EA. CONN. & W/5/8" COX PLYW SHEATHING FAST. W/10D RING SHANK NAILS @ 16" O.C. PORTION OF EXIST. TRUSSES (TO BE REMOVED) i i i i EXTERIOR f J TOP OF FOUNDATION .� 9 = EL. 2'- 0" PROVIDI -EXIST. PLYWOOD SHEATHING (TO REMAIN) (REFER TO PLAN) EXIST. WD. PRE-FAB WD. TRUSSES (TO REMAIN) (REFER TO PLAN) PROVIDE 5/8" PLYWOOD SHEA' 4'-0" LONG AT EA. SIDE OF WD. TRUSS & FAST. W/10d RINGSHANK NAILS @ 6" O.C. ROWS PROVIDE 2x4 WD. VERT. BRACit ALLOW FAST. OF PLYWOOD EA. SIDE OF EXIST. TRUSS.) PROVIDE 2x6 WD. BASE PLATE FAST. W/zY4"O EXP. ANCHOR @ 16" O.C. (EMB.=43/4") (TYP. @ EXTERIOR WALLS) PROVIDE (2)-2x6 WD. BASE PLATE W/"SIMPSON" SP6 STUD PLATE TIES FAST. W/(6)-10D x11/2" NAILS. PROVIDE STD. HOOKS @ BEAMS CONC. BEAM (REFER TO PLAN & SCHED.) 8" MASONRY WALL (REFER TO PLAN FOR REINF. SIZE & SPACING) 8" CONC. CAST -IN -PLACE CONC. STEM WALL (REFER TO PLAN) PROVIDE 1/2" MIN. EXP. MATERIAL (TYP.) EXIST. CONC. SLAB {30--REMAINS ___ _ (REFER TO PLAN) s � , � • :. . , • - - � WATER STOP • 4 (REFER TO ARCH.) a. ® (TYP.) 11/2"x31/2" CONT. SHEAR KEY (TYP.) APPLY 2 COATS OF ! , BITUMASTIC WATERPROFING ' ALL AROUND AS SHOWN OR COMPACTED EQUAL ARCHITECT -APPROVED SOIL BASE SECTION 1 SCALE 3/n"=1'-0" REMAIN) (REFER TO PLAN) EXIST. PLYWOOD SHEATHING (TO REMAIN) PROVIDE WD. (REFER TO PLAN) JOIST (REFER TO PLAN) X, WD. PRE-FAB WD. PROVIDE ANCHOR 4 TRUSSES (TO REMAIN) (REFER TO PLAN (REFER TO PLAN & PROVIDE ED ANCHOR SCHED.) OUT OC-__.--------------------- EXIST. (REFER TO PLAN) ,r jj TOP OF WD. BEAM PROVIDE ANCHOR (REFER TO PLAN & ANCHOR SCHED.) PROVIDE ANCHOR ® � PROVIDE (2)-2x6 WD. TOP PROVIDE (2)-2x6 WD. TOP (REFER TO PLAN & PLATE W "SIMPSON" SP6 ANCHOR SCHED.) / PLATE W/"SIMPSON" SP6 STUD PLATE TIES FAST. STUD PLATE TIES FAST. -------------------- ---------_____ W/(6)-10D xlV2" NAILS. W/(6)-10D x1 %2" NAILS. 2x6 WD. STUD WALL @ 16" O.C.(TYP. @ 2x6 WD. STUD WALL EXTERIOR WALL) @ 16" O.C.(TYP. @ i (REFER TO PLAN) EXTERIOR WALL) 2x6 WD. BLOCKING (REFER TO PLAN) MID -HEIGHT W/(2)-16D NAIL EA. CONN. & W/%' CDX PLYW SHEATHING FAST. 2x6 WD. BLOCKING @ W/10D RING SHANK NAILS @ MID -HEIGHT W/(2)-161D 16" O.C. NAILS EA. CONN. & P PROVIDE 2x6 WD. BASE W/-Y8" COX PLYW PLATE FAST. W/;Y4"0 EXP. SHEATHING FAST. W/10D ANCHOR @ 16" O.C. RING SHANK NAILS @ 16" !, (EMB.=4;Y4") (TYP. @ O.C. I EXTERIOR WALLS) Ei PROVIDE (2)-2x6 WD. BASE PLATE W/"SIMPSON" SP6 EXTERIOR INTERIOR ' STUD PLATE TIES FAST. W/(6)-10D AV2 NAILS. PROVIDE 3x6 P.T. WD. NAILER FAST. W/(2)-16D FASTEN ROOF PLYWOOD SHEATHING NAILS EA. STUD WALL @16" PERIMETER W/16D x 11/2" EXIST. PLYWOOD O.C. CONN. TO ALLOW SHEATHING TO REMAIN FASTENING OF PLYWOOD ALV. RING -SHANK NAILS @ 6" O,C• (REFER TO PLAN) ) 0 WD. NAILER BELOW (TYP.) EXIST. PLYWOOD I SHEATHING (TO REMAIN) END FL. 2ND LEVEL (REFER TO PLAN) EY L = +11'-0" ` EXIST. WD. PRE-FAB WD. TRUSSES (TO REMAIN) (REFER TO PLAN) { f TOP OF CONC. BEAM EL. = +9'-2" II \--EXIST. WD. PRE-FAB PROVIDE 2x6 WD. BASE CONC. BEAM (BEYOND) WD. TRUSSES (TO PLATE FAST. W/,Y4"O EXP. (TO REMAIN) (REFER TO ' » ; , � : ;%r REMAIN) ANCHOR @ 16 O.C. ; PLAN) (EMB.=4-Y4") (TYP. @ I _I '_ (REFER TO PLAN) EXTERIOR WALLS) EXIST. CONC. BEAM PROVIDE (2)-2x6 WD. TOP (TO REMAIN) (REFERTO PLAN) PLATE W/"SIMPSON" SP6 STUD PLATE TIES FAST. W/(6)-10D x11/2" NAILS. PROVIDE STD. HOOKS @ BEAMS CONC. BEAM (REFER TO PLAN & SCHED.) i INTERIOR EXTERIOR � � EXTERIOR 8" MASONRY WALL 8" MASONRY WALL (REFER TO PLAN FOR (REFER TO PLAN FOR REINF. SIZE & SPACING) REINF. SIZE & SPACING) v <J 8" CONC. CAST -IN -PLACE _QJ vq-i °" CONC. STEM WALL (REFER Q a I I Q EXIST. CONIC. SLAB (TO REMAIN) TO PLAN) m < !00 m ¢ (REFER TO PLAN) PROVIDE 1/2" MIN. EXP. 00 Z v Z MATERIAL (TYP.) PIT WALL ui i EXIST. CONC. SLAB (BEYOND) (TO REMAIN) - (REFER TO PLAN)Ail TOP OF FOUNDATIONDRILL ,.� &EPDXY W 4" / EL. = -2'-0" MIN. EMBEDMENT INTO PROVIDE HYDROPHILIC EXIST. CONC. (TYP.) WATER STOP (REFER TO ARCH.) < . , ` ., . • ! ; ,.., ,. _ _� PROVIDE #4 X 24" @ 16" O.0 (TYP.) a m< 4 � DRILL & EPDXY W 4" MIN. / z - EMBEDMENT INTO EXIST. CONC. a % . . b `44. .�A (TYP.) 11/2"x31/z" CONT. SHEAR . • .. �Q n �` • i KEY (TYP.) � TOP OF FOUNDATION APPLY 2 COATS OF .. - EL. = (-3'-4") TO MATCH EXIST. WATERPROFING BITUMASTIC ALL AROUND AS SHOWN OR COMPACTED SOIL BASE,, EXIST. MASONRY STEM EQUAL ARCHITECT -APPROVED WALL (TO REMAIN) (REFER TO PLAN) EXIST. FOUNDATION (TO REMAIN) SECTION 2 SCALE : 3/4"=V-0" AS PER ELEVATOR REQUIREMENTS his L4x3x-5is"x CONT. VERIFY SIZE WITH ELEVATOR SELECTED L4"x4"x-V1s"xO'-6" LONG. @ 16" O/C WITH (2)-%" 0 x5" HEADED STUDS 2 # 5 CONT. REBAR DETAIL SCALE 3/a"=1'-0" APPLY 2 COATS SUMP PIT OF` BITUMASTIC DWGS. WATERPROOFING ALL AROUND SUMP PIT (REFER TO - MEP DWGS.) • #4 DOWELS @ 12" • O.C. W/STD. 90' HOOKS ALL AROUND —U a _ 0- 3: • �° • two 9 v d 3 • • •° d U > d, 4 a' d 4 d d: d a . 4. q a A d 4 � d d d Q q .. d �e ,�r°`,:, � ,�r'r',`�.`',\`r\,r/✓ � ,'\,'' �,,,✓ j�r rrr�\,,/rr;�; . °•��,�or , DETAIL B SCALE 3/a"=1'-0" y� N0� 60755 TO THE BEST OF MY KNOWLEDGE THESE PLANS CONFORM r 'uv TO THE STRUCTURAL REQUIREMENTS �_f.�`2020, LATEST REVISIONS, INCLUDINt; SECTION21RTAINiNG TO H.Z. -S, ENGINEER OF RECORD HEfj ,EXPRESSL _ I, RESERVES HIS COMMOwFHT�' COPYRIGHT AND OTHER PR¢, � INTH PLANS. THIS IGN AND DRAWIN ARE NEITHER TO REPRODUCE C NOR CHANGED IN FORM OR MANNER WHAT- ALEXANDER ROCHELL SO EVER NO ASSIGNED TO ANY PARTY 60735 P.E. WITHOUT FIRST OBTAINING THE EXPRESS FL # WRITTEN PERMISSION AND CONSENT OF 1500 NW 89th Court. Suite 212�s ROCHELL ENGINEERING, INC. e Doral, Florida 33172 TEL 305.649.4049 —FAX: 305.849.4149 i�� �; ANGLES DESIGN ARCHITECTURE AA-0002900 INTERIOR 113DWS091313 ANGLES DESIGN ASSOCIATES INC. 13312 S.W. 29 STREET MIAMI, FLORIDA 33175 TEL (305) 554-1809 TEL (772) 285-0585 MANGLES@MAARCHDESIGNS.COM WWW.ANGLESDESIGN.COM CONNECTICUT . FLORIDA GEORGIA ILLINOIS MARYLAND MICHIGAN NEW JERSEY. NEW YORK NORTH CAROLINA SOUTH CAROLINA UTAH . VIRGINIA oFo �X o Quo N W F oo>v) Fop a> Z0z < �oz W PY N (3 �aa WOLLU 4 Q OZ)U 0 L�>O aLL Z w >: 0 Q< ry w Wiz W LL) w New "z° en QOo W w 0OLL Z>X6)� U JW z w Z. 0 —� Z 2 <11 <� U_ UOZ LL L w w �- o aPmx � U) �°ox zQ z w�0 Z _U W�� U) pO°� w o° 219 U W Q w "zWa J 0 .0 Z a-t� °"_ z .Q, r- Q 1xiz%Z'�^O(WZ O U W w ZW� N oo _O zoOUX02 0uaixn /n Z _ _V ° fqy c~iwZO ?- x- z-w W O OWZ W U 0x OphW.- )aW W L) ❑ _ W W Z ax= UCH W W O LL MANUEL ANGLES NCARB, AIA, LEED A P AR 9238 REVISIONS: DRAWN BY: M.V./A.R DATE DRAWN: DATE ISSUED: DATE PLOTTED: COMM. NO: SHEET NO: OF: DROP CONCRETE BEAM — OVER ALL OPENINGS AND ADD (2)—#5 BOTTOM WITH 8" MIN. BEARING EA. SIDE. 8" MIN. — BEARING (TYP.) PROVIDE WOOD BUCKS — & FASTENERS AS PER DETAILS. 8" MIN. CONC. CAP W/(2)—#5 EXTENDED INTO ADJACENT CELLS FOR MIN. OF 8" @ MID —DEPTH. 8" MIN- BEARING (TYP.) CONC. FOUNDATION (REFER TO PLAN & SCHEDULE) ENMENNEEN I I COOR W ARCH. DWGS. DOOR WINDOW OPENING DETAIL SCALE: 3/8" = 1'-0" F LL. = Jtt CONC. BEAM (TYP.) PROVIDE #308" O.C. TIES AT DROP CONC. BEAM. PROVIDE VERTICAL STEEL FOR ALL OPENINGS AS PER PLAN NOTES. MASONRY WALL (REFER TO PLAN FOR SIZE & REINF.) rEL. = SEE PLAN PROVIDE 1 VERT. BAR @ MIDDLE OF OPENING. TOP OF FOUNDA FI = SFF PLAN MASONRY BLOCK WALL 9 GA. LADDER TYPE HORIZ. (REFER TO PLAN FOR REINF. (PLACED EVERY SIZE &REINF.) OTHER BLOCK COURSE) VERT. REINF. CENTERED IN FILLED CELL DOWELS SAME SIZE AS (SEE PLAN) w VERT. BARS CONC. SLAB —ON —GRADE Q (REFER TO PLAN) In rn m ¢ 8" MIN. CONC. PROVIDE #4@24" O.C. 00 THICKENED EDGE x 4'-0" LONG `t z W/2#5 CONT. W/HOOKED END 0„ u (REFER TO PLAN) TOP OF SLAB X=—s=-� ==,_- Y EL. =SEE PLAN ,—GRADE VAPOR BARRIER (REFER TO GEN. NOTES), / `r /\;EOP O SE FUN O PLDN110N GONG. FOUNDATION ,. ;`j',��°(REFER TO PLAN) NOTES: 1. HORIZ. REINF. SHALL BE EMBEDDED 4" MIN. INTO ADJACENT CONCRETE COLUMNS (IF APPLICABLE). 2. LAPPING OF HORIZ. REINF. SHALL BE 16" MIN. (ONE BLOCK LENGTH). TYP. FILLED CELL DETAIL SCALE: 3 /4"=V-0" a 4 _ a a 1 4- 4 � Q ° tt 12» �. �a AX. (MAX.) N X L1/4" 0 x 2-'4" LONG FLAT Q HEAD TAPCON (TYP.) (EMB. = 13/4") h -A a 4 3/4" MAX THICKNESS ,. e a' P.T. WD. BUCKS MASONRY OPENING ° (REFER TO PLAN) .. .' a A °... A . ►/AC`r1AIMV IAIAI I BUCK (TYP.) DOOR & WINDOW BUCK DETAIL_ B SCALE: 1%." = V-0" NOTES: 1. DETAIL TO BE USED FOR REINFORCEMENT IN WALLS, FOOTINGS, CONCRETE BEAMS & GRADE BEAMS. 2. ALL CORNER BARS SHALL BE PLACED AT TOP & BOTTOM OF CONCRETE MEMBLRS. REINF. DEVELOPMENT DETAIL SCALE: 3/4"=1 '-0" • • • • • • • • OR CANTILEVER • • • •� CANTILEVER TOP BARS CONTINUOUS :A• ••IHOOKS CONC.• SUPPORT NOTES: 1. SPLICE TOP BARS AT MID —SPAN W/ CLASS "B" TENSION LAP SPLICES IF CONTINUOUS BARS ARE NOT POSSIBLE. 2. SPLICE S—BARS AT SUPPORTS W/ CLASS "B" TENSION LAP SPLICES, 3. BOTTOM BARS SHALL BE LAPPED W/ CLASS "B' SPLICE AT INTERMEDIATE COLUMNS & HOOKED AT END COLUMNS TYP. BEAM BAR LAYOUT SCALE: 1 /2"=1'-0" Q� � � INTERIOR Q N m� CO TPROVIDE END COLUMN REINF. W/(2)—#5 VERT. DRILL &EPDXY HORIZONTAL JOINT REINF. AT 16" O.C. VERTICALLY GROUT A MIN. 6" INTO EXIST. TIE —BEAM & FOUNDATION EXIST. WALL DRILL & EPDXY GROUT (TO REMAIN) (2)—#5 x 3'-0" LONG J i DOWELS INTO EXISTING FOUNDATION AS SHOWN NEW FOUNDATION TOP OF EXIST. / FOUNDATION TOP OF NEW FOUNDATION / as EL.= TO MATCH EXIST. 3 COVER EXIST. .�/'a°.•�\,/\'fs'`�, ;�*'"e''```,`'�`%;;``'/°'�`F`"t'''''��''f�`'f°'`, FOUNDATION % /i' �� 6" 2 —6 --- FOUNDATION REINF. (TO REMAIN) EMB. SPLICE LENGTH (SEE SCHED.) NOTE: ALL SPECIFIED EPDXY ADHESIVE MATERIAL SHALL BE "SET XP" EPDXY ADHESIVE MANUFACTURED BY SIMPSON STRONG —TIE CO. UNDER FL 16230—R1 PRODUCT APPROVAL FO U N DATI C SCALE: 3/4" = 1' N SPLICE DETAIL G _ 0" NOTE: ALL SPECIFIED EPDXY ADHESIVE MATERIAL SHALL BE "SET XP" EPDXY ADHESIVE MANUFACTURED BY SIMPSON STRONG —TIE CO. UNDER FL 16230—R1 PRODUCT APPROVAL LJ I L*—'J,: I ILj .- -- --------Li L-------- LJ IL '�--------- --------L-------- --------J--------- Lill L----1 -------- EXIST. OPENING TO BE BLOCKED INFILLED (M.I.P.) (REFER TO PLAN) MASONRY UNITS TO BE AS REQ.'D REINF. AS PER PLAN (TYP.) EXTERIOR MASONRY INFILL PANEL M.I.P. DETAIL SCALE : Y4" = V-0" EXISTING BEAM PROVIDE 11/2"x3V2" CONT. SHEAR KEY (TYP.) 6" 36" NOTE: ALL SPECIFIED EPDXY ADHESIVE MATERIAL SHALL BE "SET XP" EPDXY ADHESIVE MANUFACTURED BY SIMPSON STRONG —TIE CO. UNDER FL 16230—R1 PRODUCT APPROVAL SPLICE BEAM DETAIL H SCALE: 3/4"=V-0" 4" EXIST. COLUMN/ MASONRY WALL (TYP.) PROVIDE #3 DOWELS @ 16" O.C. 4,0PERRoo le .® -4 rs No, 607 35 _ �z_ TO THE BEST OF MY KNOWLEDGE THESE PLANS CONFOO TO THE STRUCTURAL REQUIREMENTS OF F B.C. TE 202g _ �° a REVISIONS, INCLUDING SECTION .; '1y'ERTAI NG TO ENGINEER OF RECORD HEREBY_bXp'q� RESERVES HIS COMMON LAW COPY AND OTHER PROPERTY RIGHTS Iti' PLANS. THI DESIGN AND DRAW°�r NEITH€R TO E REPRODUCED, COPI ANY, CHANGED IN FORM OR MANNER, ARE SO EVER NOR TO ANY NORP. WITHOUT FIRST OBTAINING THE ExpyT_ WRITTEN PERMISSION AND CONSE,pHy7' ROCHELL ENGINEERING, INC. ALEXANDER ROCHELL FL P.E. #60735�� k ' PRESS T OF 1500 NW 89th Court, Suite 212 Dora[, Florida 33172 'r TEL 305.849.4049 - FAX:305.649.4149 „ 3 ANGLES DESIGN ARCHITECTURE AA-0002900 INTERIOR I BMS0903 ANGLES DESIGN ASSOCIATES INC. 13312 S.W. 29 STREET MIAMI, FLORIDA 33175 TEL (305) 554-1809 TEL (772) 285-0585 MANGLES@MAARCHDESIGNS.COM WWW.ANGLESDESIGN.COM CONNECTICUT . FLORIDA GEORGIA ILLINOIS MARYLAND MICHIGAN NEW JERSEY. NEW YORK NORTH CAROLINA SOUTH CAROLINA UTAH . VIRGINIA LL W 2 ' O=O o2u- ¢woo N LL H OO>N o r=- d Q>z Zod w- d'No(7 �0d WOU d d OZU ri I=-}'Z W Zd LL ' Q � rZ XO X o W W a V= O ►/ AV■i U) W W mW of sg ow U<Z w Q (n duo 0Wa W w o (_� W�U�i CU 'J1z: LL Z1=-WLL W w o nW=l-d ---I z ° p x 0 W Z w 0 a rZ �Z cn Q �aoa m O w-U Z zd� U ui �,0°0 W �o0 W J dZ W Q W J Z ��W �0c7 zW Z °" U)Q� `t 1W� Cfl m " Z 0 W o c- U j W CV o zto r- OD=Z C� co UO� cl D = U) Z_ IX 0WZ CL a Z �o W ;0,_ O U 0 W Z W L)co 0 c, F- Z V 04w W U O W W Z Lqro a=� Uxm d x W W o MANUEL ANGLES NCARB, AIA, LEED A P AR 9238 REVISIONS: DRAWN BY: M.V./A.R DATE DRAWN: DATE ISSUED: DATE PLOTTED: COMM. NO: SHEET NO: OF: S-5 DRILL & EPDXY #4x1'-0" BARS 4" INTO EXIST. COLUMN @ 16" O.C. IF CONC. COLUMN IS NOT FOUND, PROVIDE 16 GA. GALVANIZED 1"x5" CORRUGATED ANCHORS ATTACH TO EXISTING CMU WALL W/MI6"O TAPCONS, W/4" PENETRATION INTO THE CMU. r------------------ 1 3'-0» 6„ 1 . . d NEW CONC. BEAM (REFER TO PLAN ' & SC HED.) z, DRILL & EPDXY r (2)—#5 x3'-6" r DOWELS 6" INTO EXISTING BEAM @ MID —DEPTH 4— :..��.,/ r HORIZONTAL — JOINT REINF. (TYP.) a f. rrr NEW TIE COLUMN (REFER TO PLAN) NEW MASONRY — WALL (REFER TO PLAN FOR REINF. SIZE & SPACING) REFER TO v COMPRESSION SPLICE LENGTH SCHED. FOR SPLICE LENGTH(Lc.)rG ;'rr t rr/ f ,r 1 NEW FOUNDATION_. s Me / Y✓� i (REFER TO PLAN) d}' 1 1 1 d. .d . to f MTM �lw —►ow-01111 1 _ 1 TOP OF EXIST. BM. / 1 EL. = SEE PLAN f' 1 ' r i f � EXIST. MASONRY WALL (TO REMAIN) NOTE: ALL SPECIFIED EPDXY ADHESIVE MATERIAL SHALL BE "SET XP" EPDXY ADHESIVE MANUFACTURED BY SIMPSON STRONG —TIE CO. UNDER FL 16230—R1 PRODUCT APPROVAL EXIST. COLUMN OR NEW CONC. FILLED CELL EXIST. FOUNDATION (REFER TO PLAN) TOP OF EXIST. FOUND. FI = qFF PI DRILL & EPDXY (2)—#5 x3'-0" DOWELS 6" INTO EXIST. FOUNDATION STARTER COL. DETAIL SCALE: 3/4" = 1'-0" COMPRESSION SPLICE LENGTH SCHEDULE (Lc) #3 THRU USE 30 BAR DIAMETER #11 BARS FOR ALL CONC. STRENGTHS. #14 THRU LAP SPLICE NOT #18 BARS PERMITTED; USE MECH. SPLICES PER ACI 318, SECTION 25.5.7 TOP OF SLAB BEAM 2"CLR. EL. = SEE PLAN . d d d qa, CONC. BEAM NO OFFSET FOR #5 & #6 BARS PROVIDE STD. 90' HOOK @ COLUMN ADD 4 TIES TERMINATION @ 4" O.C. COMPRESSION SPLICE LENGTH SCHEDULE (Lc) #3 THRU USE 30 BAR DIAMETER #11 BARS FOR ALL CONC. STRENGTHS. #14 THRU LAP SPLICE NOT #18 BARS PERMITTED; USE MECH. SPLICES PER ACI 318, SECTION 25.5.7 TIES AS SHOWN ON COLUMN DETAILS OR COLUMN SCHEDULE 2" COVER TYP. REFER TO DOWELS SAME SIZE COMPRESSION SPLICE &QUANTITY AS LENGTH SCHED. FOR COL. VERT. REINF. SPLICE LENGTH(Lc.) 4. CONCRETE SLAB e. (REFER TO PLAN) 16" PREMOLDED TOP OF SLAB (TYP.) JOINT FILLER EL. = SEE PLAN _ a M X x X X. 1 X' X-- X X ' @ BARRIER EFER TO GEN. NOTES) TOP OF FOUNDATION 'RVEL. = SEE PLAN (TYP.) CONCRETE FOUNDATION (REFER TO PLAN) TYP. CONC. COLUMN DETAIL SCALE: 3/4" = 1'-0" (INTERIOR CONDITION EXISTING W_ BEAM 6A EXISTING BEAM mi NOTE: ALL SPECIFIED EPDXY ADHESIVE MATERIAL SHALL BE "SET XP" EPDXY ADHESIVE MANUFACTURED BY SIMPSON STRONG —TIE CO. UNDER FL 16230—R1 PRODUCT APPROVAL SPLICE BEAM DETAIL SCALE: 4'4 = 1 —0 = SEE PLAN NEW CONC. BEAM a SECTION A —A BOUNDARY EDGE CONTINUOUS EDGE INTERIOR REGION OTHER EDGE 7 i—T�—= — —= —1—T — =— --'--�—T=--=—= —"-7 T— ----------- 'I—T----- ---- I I I 1 1 I I I I I I I I I I I I I I I PROVIDE 2x P.T. STRUCTURAL I I I II �I FASCIA FASTENED TO TRUSSES EA. CONNECTION W/ I t i l 1 1 I I I I (2)-16d NAILS(REFER TO I• I ,• i I• i I, I I I PLAN) I I I I 11 I I 1 1 I I I I IL------------------ L----------------J I ------- —--------- JI L-----------------Ji L------------- 1I 1 1 i t I t I I i i I I I I I I I I I I I I I I I f I I I I I I I I I I I I I I ! 1 I I I I PRE—FAB WOOD TRUSS @24"O.C. (TYP.) (REFER TO I I I I I I I I I I 1 ROOF PLAN) FASTEN WD. BLOCKING TO TRUSS TOP CHORD W/(2)-16D NAILS EA. { I ' END. i----- - I --- - ----11,------------------I r------------------I r----------------- ------------ Ir-----------------I r------------------I r----------------� r-- - - ---------I r-- -------- ' 2 x 4 MIN. WOOD HORIZONTAL BLOCKING BETWEEN TRUSSES @ JOINTS & FASTEN W/10d NAILS @ (REFER TO PLA ) NOTES: 24" O.C. 6" O.C. (TYP. @ TRUSS TOP CHORD) 1. ALL PLYWOOD SHEATHING SHALL BE MIN. 5/8" C—D OR C—C WITH 2x BLOCKING AT ALL UNSUPPORTED EDGES IN ACCORDANCE TO APA 32/16 SPECIFICATIONS AND PLACED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. 2. 10d RINGSHANK NAILS 0 4" O.C. AT BOUNDARY & CONTINUOUS EDGES 6" O.C. AT ALL OTHER EDGES 6" O.C. AT INTERIOR REGIONS BLOCKED PLYWOOD DIAPHGRAM DET. SCALE: V2" = 1'-0" PROVIDE 1/2" CDX PLYWOOD SHEATHING @ UNDERSIDE OF EXPOSED TRUSSES FAST. W/10D NAILS @ 6" O.C. (EA. SIDE) 2x6 P.T. WD. PLATE FAST. W/1/2"O EXP. ANCHOR @ 12" O.C. ---------------------------- jhTOP OF PLATE EL.= SEE PLAN (2)-2x6 WD. TOP PLATE 2x6 WD. STUDS @ 12" O.C. 2x6 WD. BLOCKING @ MID —HEIGHT W/ (2)-16D NAILS PER CONN. PROVIDE (2)-2x6 WD. TOP PLATE W/"SIMPSON" SP6 STUD PLATE TIES FAST. W/(6)-10D x1 V2" NAILS. _JkT.O. GROUND FLOOR EL.= SEE PLAN —EXIST. CONC. SLAB (REFER TO PLAN) TYP. WD, STUD WALL DETAIL SCALE: -Y4" = 1'-0" ,Or� PN noc °do _Ir08 O.6073Fa_ 10 qTAXE OF :: TO THE BEST OF MY KNOWLEDGE THESE PLANS CONFORItif TO THE STRUCTURAL REQUIREMENTS OF F.B.C: 2020, LATEST-°� 4 t REVISIONS, INCLUDING SECTIONS,,PERTAINING TO ENGINEER OF COR HEREBY,, RESERVES HIOM AND OTHER PN. ROO lAW "G`OF'YRIG _ �• . PLANS. THIS RIGHTS IN T AID __j92 NEITHER TO 8Et'REPROAND DRAWIN ARE .- CHANGED IN AW FORWLICED, COP! NO SO EVER NO'$ ASSIM OR MANNER WHAT— ALEXANDER ROCHELL WITHOUT n 'OBTAINED TO ANY PARTY FL P.E. # 60735 WRITTEN PERMISSIONNING THE EXPRESS ROCHELL ENGINEERIN4 AND CONSENT OF 1500 NW 89th Court, Suite 212 INC. Dorai, Florida 33172 TEL 305.649.4049 — FAX: 305.649.4149 ANGLES.., DESIGN ARCHITECTURE AA-0002900 INTERIOR 113ElE M09151i3 ANGLES DESIGN ASSOCIATES INC. 13312 S.W. 29 STREEI MIAMI, FLORIDA 3317! TEL (305) 554-1809 TEL (772) 285-0585 MANGLES@MAARCHDESIGNS.CC WWW.ANGLESDESIGN.COP CONNECTICUT . FLORID GEORGIA ILLINOI MARYLAND MICHIGA NEW JERSEY. NEW YOR NORTH CAROLIN SOUTH CAROLIN. UTAH . VIRGINI of om U_ LL ao 7~ a> z W W r= uj ' N p 3:o Uj 0 oZ � W ~z �a Q U � Z O a ry W W~ Q p7 � ao I.IJ Ll.l W 0 =` V o ZWX W J U rY J¢ J W LE = W -� LL L W U O z� z Qo U LL U WW,- oa I- �Z Q (0 m W U z to W O _+� .r.\/�. w W zo U W S W J X C �0 0 o < Z Q- UI z oU ,n a Cfl ¢ ;X Z W O r CV o U ,7 F w Wm To H 0 a_ _0 Ocn U W �- O cf Z U Q W UK 00 W Z d ~ W I_ U W W J ~ ox U Q F_F_ MANUEL ANGLES NCARB, AIA, LEE A AR 9238 REVISIONS: DRAWN BY: M.V.IA.F DATE DRAWN: DATE ISSUED: DATE PLOTTED: COMM. NO: SHEET NO: OF: S-6 1. GENERAL A. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY ALL GRADES, DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING WORK. IF DISCREPANCIES EXIST, CONTRACTOR SHALL NOTIFY IN WRITING ANY ERRORS, INCONSISTENCIES, OR OMISSIONS ON THE DRAWINGS TO THE ENGINEER FOR CLARIFICATION, PRIOR TO FABRICATION & INSTALLATION OF ANY STRUCTURAL MEMBERS. B. THE CONTRACTOR IS RESPONSIBLE AND SHALL COMPLY WITH THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE AND ALL LOCAL, STATE AND FEDERAL LAWS. C. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT LIMITED TO: BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. INSPECTION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. D. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR UPDATING HIS CONSTRUCTION DOCUMENTS WITH ANY REVISED DRAWINGS AND SPECIFICATIONS, OR CLARIFICATION SKETCHES ISSUED DURING THE COURSE OF CONSTRUCTION. E. THE CONTRACTOR SHALL ADEQUATELY PROTECT HIS WORK, ADJACENT PROPERTY AND THE PUBLIC, AND BE RESPONSIBLE FOR DAMAGE OR INJURY DUE TO HIS ACT OR NEGLECT. F. NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE REDUCED IN SIZE OR STRENGTH WITHOUT PRIOR APPROVAL IN WRITING FROM THE STRUCTURAL ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL COSTS INCURRED. G. CONTRACTOR SHALL COORDINATE STRUCTURAL AND OTHER DRAWINGS WHICH ARE PART OF THE CONTRACT DOCUMENTS FOR ANCHORED, EMBEDDED OR SUPPORTED ITEMS WHICH MAY AFFECT THE STRUCTURAL DRAWINGS. H. THESE DRAWINGS ARE INTENDED TO SHOW THE GENERAL ARRANGEMENT, DESIGN AND EXTENT OF THE WORK AND ARE PARTLY DIAGRAMMATIC. THESE DRAWINGS ARE NOT INTENDED TO BE SCALED OR TO SERVE AS SHOP DRAWINGS OR PORTIONS THEREOF. I. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. J. DEFICIENT WORK SHALL BE REPLACED OR REPAIRED, AS DETERMINED BY THE ENGINEER, AT NO COST TO THE OWNER, INCLUDING ENGINEERING COSTS INCURRED. K. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL SAFETY PRECAUTIONS AND REGULATIONS DURING THE DURATION OF THE PROJECT WORK. THE STRUCTURAL ENGINEER WILL NOT ADVISE ON NOR ISSUE DIRECTION AS TO SAFETY PRECAUTIONS. L. ALL STRUCTURAL ELEMENTS OF THE PROJECT HAVE BEEN DESIGNED BY THE STRUCTURAL ENGINEER TO RESIST THE CODE -REQUIRED VERTICAL AND LATERAL FORGES THAT COULD OCCUR IN THE FINAL COMPLETED STRUCTURE ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL REQUIRED BRACING DURING CONSTRUCTION TO MAINTAIN THE STABILITY & SAFETY OF ALL STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PROCESS UN11L THE LATERAL -LOAD RESISTING OR STABILITY -PROVIDING SYSTEM IS COMPLETELY INSTALLED AND THE STRUCTURE IS COMPLETELY 11ED TOGETHER. M. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT WHEN PLACED ON FLOOR OR ROOF, LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ACHIEVED DESIGN STRENGTH. N. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE SPECIFICA11ONS ISSUED BY THE ARCHITECT. DISCREPANCIES SHALL BE BROUGHT TO ATTENTION TO THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. 0. ANY MATERIALS OF PRODUCTS SUBMITTED FOR APPROVAL THAT ARE DIFFERENT FROM THOSE SPECIFIED IN THE STRUCTURAL PLANS WILL BE REVIEWED AND APPROVED ONLY IF THE FOLLOWING CRITERIA ARE SATISFIED: 1. A COST SAVINGS TO THE OWNER IS DOCUMENTED & SUBMITTED WITH THE REQUEST. 2. THE MATERIAL OR PRODUCT HAS BEEN APPROVED BY THE FLORIDA BUILDING CODE AND THE PRODUCT APPROVAL REPORT IS SUBMITTED WITH THE REQUEST. P. WHEN PERFORMING WORK BELOW GRADE, CARE SHALL HE TAKEN TO AVOID DAMAGING ANY EXISTING UTILITIES. ALL UNKNOWN UTILITIES DISCOVERED DURING CONSTRUCTION SHALL BE BROUGHF TO THE ATTENTION OF THE ARCHITECT/ENGINEER. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPORTED TO ALL AFFECTED PARTIES, INCLUDING THE ARCHITECT/ENGINEER. Q. THE CONTRACTOR SHALL USE EXTREME CAUTION IN THI. DEMOLITION OF EXISTING STRUCTURES. SUCH DEMOLITION SHALL BE PERFORMED IN SUCH A MANNER AS TO MAINTAIN THE STRUCTURAL INTEGRITY OF ALL EXISTING STRUCTURES TO REMAIN. PROVIDE TEMPORARY SHORING WHERE REQUIRED. R. THE CONTACTOR SHALL VISIT THE SITE AND BECOME FULLY AWARE OF THE EXISTING CONDITIONS & EXTENT OF WORK REQUIRED TO COMPLETE THE PROJECT PRIOR TO THE START OF WORK. S. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY WORK PERMITS AND APPROVALS REQUIRED BY THE LOCAL AGENCY HAVING JURISDICTION TO PERFORM THE WORK INDICATED. 2. CONCRETE A. CONCRETE DESIGN AND REINFORCEMENT SHALL BE IN ACCORDANCE WITH "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" (ACI 318-14) AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (ACI 301), PRODUCTION OF CONCRETE, DELIVERY, PLACING AND CURING TO BE IN ACCORDANCE WITH "HOT WEATHER CONCRETING" (ACI 305). B. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE (145 PCF) & ACHIEVE A 28-DAY COMPRESSIVE STRENGTH (F'c) OF 3000 PSI, THE DESIGN MIX SHALL HAVE A MAXIMUM WATER -CEMENT RATIO OF 0.50 BY WEIGHT, & A MINIMUM OF 5 BAGS OF CEMENT IN EA. CUBIC YARD OF CONCRETE. SUBMIT PROPOSED MIX DESIGN FOR REVIEW PRIOR TO FIELD POURING. MIX SHALL BE IDENTIFIED BY MIX NUMBER OR OTHER POSITIVE IDENTIFICATION. C. ALL CEMENT SHALL CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 11/2' FOR FOOTINGS & Y4" FOR WALLS, BEAM & SLABS CONFORMING TO ASTM C33. D. FOR ALL CONCRETE TO BE PLACED IN SLABS (INCLUDING SLABS ON GRADE) AND WALL PANELS, THE SLUMP SHALL NOT EXCEED 4" (t1"). NO WAIVERS OF THIS REQUIREMENT SHALL BE CONSIDERED. SLUMP FOR PUMPED CONCRETE SHALL NOT EXCEED 7(t1")" E. PLACING OF CONCRETE IN ALL REINFORCED COLUMNS AND WALLS SHALL BE IN EQUAL LIFTS NOT EXCEEDING 7'-6" IN HEIGHT. ALL DOWELS FOR COLUMNS AND WALLS SHALL BE SECURED IN POSITION PRIOR TO CONCRETING. F. ALL CONCRETE STRUCTURAL COMPONENTS SHALL HAVE ITS STRENGTH TESTED IN ACCORDANCE WITH ASTM STANDARDS & ACI 318-14. MINIMUM FOUR TEST CYLINDERS MUST BE TAKEN EVERY 50 CUBIC YARDS OR LESS OF CONCRETE PRIOR TO POURING. TESTS SHALL BE MADE FOR 7 DAYS, TWO AT 28 DAYS & ONE HELD IN RESERVE. CONTRACTOR SHALL PROVIDE THE STRUCTURAL ENGINEER'S OFFICE COPIES OF THE CONCRETE TEST RESULTS FOR REVIEW, AS WELL AS COPIES OF THE CONCRETE MIX DESIGN TO BE APPROVED PRIOR TO USE. G. MINIMUM CONCRETE COVER TO REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 318-14 AND SHALL BE AS FOLLOWS: ELEMENT: BOTTOM ;- TOP: SIDES: FOUNDATION.................................................... 3 ...................... 2 .......................... 2" BEAMS............................................................ 1Y2a....................1 Y........................ 1X¢" COLUMNS/WALLS ............................................. - ..................... 1 Y2"......................1 Y2" SLABON GRADE ............................................. 2 ................... ....1 "..........................1 " INTERIOR STRUCT. SLAB ................................. '4"................ ....4 .......................... 1" EXTERIOR STRUCT. SLAB...............................1 " H. SLAB OPENING SHALL BE MADE BY BLOCKING OUT PRIOR TO PLACING CONCRETE OR BY CORE DRILLING. NO CHIPPING OF ANY TYPE WILL BE PERMITTED. THE LOCATION OF ALL OPENINGS SHALL BE COORDINATED WITH THE PLUMBING, ELECTRICAL & MECHANICAL PLANS. I. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWINGS. J. CONCRETE ON EXPOSED BALCONIES, SLABS, BEAMS AND STAIRS SHALL HAVE THE TOP SURFACE COATED WITH "ALKYL-ALKYOXY SILANE SEALER" OR ENGINEER -APPROVED EQUAL. K. THE CONTRACTOR SHALL EVACUATE ALL WATER FROM WITHIN FORMWORK BEFORE PLACEMENT OF ANY CONCRETE. AFTER DEWATERING AND BEFORE PLACING CONCRETE, RINSE THE REINFORCING STEEL CLEAN AND FREE OF ALL DELETIRIOUS MATERIAL. L. THE MAXIMUM TIME ALLOWED FROM THE TIME THE MIXING WATER IS ADDED UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 1 V2 HOURS. IF FOR ANY REASON THERE IS A LONGER DELAY, THE CONCRETE MUST BE DISCARDED. 3. MASONRY A. ALL MASONRY CONSTRUCTION TO BE IN ACCORDANCE WITH "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES" (TMS 402-16), AND THE 2020 EDITION OF THE FLORIDA BUILDING CODE. ALL MASONRY WALLS TO BE CONSTRUCTED OF UNITS CONFORMING TO ASTM C-90-14 AND REINFORCED WITH #9 GAGE HORIZONTAL REINFORCING LOCATED AT 16" O.C., LADDER TYPE. ALL MASONRY TO BE LAID IN TYPE "M" MORTAR (2500 PSI) WITH FULL HEAD AND BED JOINTS. B. BLOCK CELLS AT WALL ENDS, CORNERS, INTERSECTIONS AND ADJACENT TO ALL OPENINGS SHALL BE FILLED WITH GROUT AND REINFORCED WITH MINIMUM ONE #5 VERTICAL REINFORCING BAR. DOWELS SHALL BE USED TO PROVIDE CONTINUITY INTO THE STRUCTURE. C. MASONRY NET AREA COMPRESSIVE STRENGTH (F'm) SHALL BE 1500 PSI AND THE NET AREA COMPRESSIVE STRENGTH OF THE MASONRY UNITS SHALL BE 1850 PSI, PER TMS 402-16. D. ALL REINFORCED MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE PROVISIONS OF CONCRETE REINFORCEMENT, CAST -IN -PLACE CONCRETE AND CONCRETE MASONRY. VERTICAL REINFORCING SHALL ANCHOR INTO SUPPORTING CONCRETE MEMBERS A CLASS "C" LAP LENGTH PLUS 3" OR FULL DEPTH, PLUS A STANDARD HOOK. ALL VERTICAL CELLS WITH REINFORCING SHALL BE FILLED WITH COARSE GROUT CONSISTING OF 3000 PSI CONCRETE WITH #8 COARSE AGGREGATE. WHERE HEIGHT OF MASONRY WALL EXCEEDS 4'-0", USE HIGH -LIFT GROUTING TECHNIQUE WHICH REQUIRES A CLEAN -OUT OPENING AT THE BOTTOM OF ALL CELLS AND PLACING THE GROUT IN MAXIMUM 4'-0" LIFTS WITH A 30 TO 60 MINUTE DELAY BETWEEN LIFTS. GROUT SHALL CONFORM TO ASTM C476-19. SLUMP SHALL BE BETWEEN 8" AND 10". E. MORTAR SHALL COMPLY WITH ASTM C-270-14, TYPE 'V, WITH A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI. STRUC T U RAL NOTES F. HORIZONTAL REINFORCEMENT SHALL BE DUR-O-WALL STANDARD (9 GA.), ASTM CLASS B-2, HOT DIPPED GALVANIZED OR APPROVED EQUAL. G. VERTICAL REINFORCEMENT SHALL CONFORM TO ASTM A615/A615M-15, GRADE 60. FILL ALL REINFORCED CELLS WITH 3000 PSI CONCRETE OR GROUT. SEE PLAN FOR SIZE AND SPACING OF VERTICAL REINFORCING. H. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF MASONRY WALLS DURING CONSTRUCTION. ALL NECESSARY PRECAUTIONS MUST BE TAKEN TO PREVENT INJURY TO PERSONS RESULTING FROM MASONRY WALL FAILURE. 4. STRUCTURAL STEEL A. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FIFTEENTH EDITION OF THE ALLOWABLE STRESS DESIGN (ASD) "MANUAL OF STEEL CONSTRUCTION" OF THE AISC, PUBLISHED IN 2017. B. UNLESS OTHERWISE NOTED, ALL MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING ASTM SPECIFICATIONS: MEMBER ASTM MIN. STRENGTH STRUCTURAL TUBING (HSS) .................... A500 (GRADE B) .............................. 46 KSI STEEL PIPE .............................................. A53 (GRADE B) .............................. 35 KSI WSHAPES ................................................ A992................................................. 50 KSI OTHER ROLLED PLATES/SHAPES ............. A36................................................... 36 KSI CONNECTION BOLTS .................................. A325................................................. 92 KSI ANCHOR BOLTS ......................................... F1554................................................ 58 KSI C. HEADED STUDS SHALL BE NELSON GRANULAR FLUX -FILLED HEADED ANCHOR STUDS AND SHALL BE MADE FROM C-1015 COLD ROLLED STEEL AND SHALL( CONFORM TO ASTM SPECIFICATION A-108, GRADES 1015-1020 WITH MINIMUM TENSILE STRENGTH OF 60 KSI. D. UNLESS OTHERWISE NOTED, ALL CONNECTIONS SHALL BE SHEAR TYPE CONNECTIONS AND DESIGNED BY THE FABRICATOR FOR THE FACTORED SHEAR FORCES INDICATED ON PLAN IN ACCORDANCE WITH THE ASTM SPECIFICATIONS FOR ALLOWABLE DESIGN. ALL BOLTS SHALL BE SHEAR/BEARING TYPE BOLTS AND BE "SNUG -TIGHT". E. ALL WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1 USING E70-XX ELECTRODES. (SMAW) UNLESS OTHERWISE NOTED, PROVIDE CONTINUOUS MINIMUM SIZED FILLET WELDS AS PER AISC REQUIREMENTS. ALL FILLER MATERIAL SHALL HAVE A MINIMUM YIELD STRENGTH OF 58 KSI. ALL WELDING TO BE PERFORMED BY CERTIFIED WELDERS AS REQUIRED BY AWS & 2020 FLORIDA BUILDING CODE. SLAG SHALL BE REMOVED FROM ALL WELDS FOR INSPECTION. F. HOLES IN STEEL SHALL BE DRILLED OR PUNCHED. ALL SLOTTED HOLES SHALL BE PROVIDED WITH SMOOTH EDGES. BURNING OF HOLES AND TORCH CUTTING AT THE SITE IS NOT PERMITTED. G. ALL STRUCTURAL STEEL PERMANENTLY EXPOSED TO VIEW SHALL BE SHOP PAINTED WITH ONE COAT OF SSPC 15-68, RED OR GRAY OXIDE -TYPE PAINT. H. COLUMNS, ANCHOR BOLTS, BASE PLATES, ETC. HAVE BEEN DESIGNED FOR THE FINAL COMPLETED CONDITION AND HAVE NOT BEEN INVESTIGATED FOR POTENTIAL LOADINGS ENCOUNTERED DURING STEEL ERECTION AND CONSTRUCTION. ANY INVESTIGATION OF THE COLUMNS, ANCHOR BOLTS, BASE PLATES, ETC. FOR ADEQUACY DURING THE STEEL ERECTION AND CONSTRUCTION PROCESS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 1. STEEL FABRICATORS SHALL BE AN AISC CERTIFIED SHOP FOR CATEGORY I STEEL STRUCTURES AND MAINTAIN DETAILED QUALITY CONTROL PROCEDURES AS REQUIRED TO SATISFY THE SPECIAL INSPECTION REQUIREMENTS OF THE 2020 FBC. J. ALL STRUCTURAL STEEL PERMANENTLY EXPOSED TO WEATHER, SHALL BE HOT -DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A153-09 AND A123/A123M-09. PROVIDE GALVANIZED BOLTS FOR STEEL PERMANENTLY EXPOSED TO WEATHER. GALVANIZING SHALL BE DONE BY BOLT MANUFACTURER. K. FIELD CUTTING OF STRUCTURAL STEEL IS NOT PERMITTED EXCEPT WHERE ACCEPTED BY THE ENGINEER OF RECORD IN WRITING. CUTTING OR ENLARGEMENT OF BOLT HOLES WITH TORCHES IS STRICTLY PROHIBITED. L. CONTRACTOR TO OBTAIN ALL FIELD MEASUREMENTS REQUIRED FOR PROPER FABRICATION AND INSTALLATION OF WORK PRIOR TO DETAILING. PRECISE MEASUREMENTS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. M. FOR FIREPROOFING REQUIREMENTS AND ASSEMBLIES REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. N. A REGISTERED PROFESSIONAL ENGINEER SHALL INSPECT THE WELDING AND BOLTING OF STRUCTURAL STEEL FRAMINGS AS PER SECTION 2214.3.4 OF THL 2020 FLORIDA BUILDING CODE. 0. GROUT FOR COLUMN BASE PLATES AND PRESET BEARING PLATES SHALL BE NON -SHRINK, NON-METALLIC GROUT WITH A COMPRESSIVE STRENGTH OF AT LEAST 5,000 PSI IN 28 DAYS. 5. WOOD/TIMBER A. ALL STRUCTURAL WOOD PRODUCTS USED SHALL CONFORM TO THE NDS, LATEST EDITION AND THE 2020 EDITION OF THE FBC. B. ALL WOOD FRAMING MEMBERS SHALL BE NO. 2 SOUTHERN PINE OR BETTER WITH A MINIMUM ALLOWABLE BENDING STRESS OF 800 PSI, MODULUS OF ELASTICITY OF 1,600,000 PSI, MINIMUM ALLOWABLE SHEAR STRESS OF 175 PSI AND 19% MOISTURE CONTENT IN ACCORDANCE WITH NDS AND AITC STANDARDS. C. ALL WOOD MEMBER SIZES SHOWN ON THESE PLANS REFER TO STANDARD NOMINAL. D. ALL MECHANICAL METAL CONNECTORS USED IN THE CONNECTIONS OF WOOD MEMBERS SHALL HAVE A PRODUCT APPROVAL FROM MIAMI-DADE COUNTY OR THE 2020 FBC. ALL FASTENERS SHALL BE ADHERED TO AS STATED AND SHOWN ON THESE PLANS AND THE MIAMI-DADE NOTICE OF ACCEPTANCE (NOA) OR FBC APPROVAL FOR ALL CONNECTORS. E. PRESSURE TREATMENT WHERE REQUIRED HEREIN SHALL CONFORM TO AWPI SPECIFICATIONS. A TREATMENT WITH A MINIMUM RETENTION IN POUNDS PER CUBIC FOOT OF 0.40 FOR TIMBER ABOVE GROUND AND WATER 0.60 FOR TIMBER IN DIRECT CONTACT WITH THE GROUND. ALL PRESSURE TREATED WOOD SHALL BE SOUTHERN PINE, MEETING NATIONAL FOREST PRODUCTS ASSOCIATION GROUP 3 BOLT DESIGN VALUES. F. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PREASSURE TREATED (P.T.). 6. REINFORCING STEEL A. TO BE NEW BILLET STEEL CONFORMING TO THE LATEST ASTM A615 GRADE 60 SPECIFICATIONS, FABRICATED IN ACCORDANCE WITH MANUAL OF STANDARD PRACTICE OF THE CRSI & PLACED IN ACCORDANCE WITH ACI 315 & ACI MANUAL OF STANDARD PRACTICE. B. COLUMN REINFORCEMENT: DOWELS TO BE SAME SIZE AND NUMBER AS VERTICALS ABOVE. LAP 36 BAR DIAMETER OR MINIMUM OF 18" U.O.N. PROVIDE STANDARD HOOKS FOR ALL VERTICAL REINFORCEMENT AT NON -CONTINUOUS COLUMNS. C. ALL REINFORCING STEEL SHALL BE TIED DOWN AND INDEPENDENTLY SUPPORTED ON CHAIRS AND SUPPORT BARS. REINFORCEMENT =IHALL BE FREE OF MUD OIL OR OTHER NONMETALLIC COATINGS THAT ADVERSELY AFFECT BONDING CAPACITY. D. ALL REINFORCING STEEL SHALL BE TIED DOWN AND INDEPENDENTLY SUPPORTED ON CHAIRS AND SUPPORT BARS. REINFORCEMENT SHALL BE FREE OF MUD OIL OR OTHER NONMETALLIC COATINGS THAT ADVERSELY AFFECT BONDING CAPACITY. E. WELDED WIRE FABRIC (W.W.F.) SHALL CONFORM TO ASTM A-185. MINIMUM LAP OF W.W.F. SHALL BE 6 IN. OR ONE FULL MESH, WHICHEVER IS GREATER. F. ALL REINFORCING BARS MARKED "CONTINUOUS" SHALL BE LAPPED 36 BAR DIA. AT SPLICES AND CORNERS UNLESS OTHERWISE NOTED. LAP CONTINUOUS TOP BARS AT CENTER BETWEEN SUPPORTS AS REQUIRED. TERMINATE CONTINUOUS BARS AT NON -CONTINUOUS ENDS WITH STANDARD HOOKS. U.O.N. G. ALL WALLS AND COLUMNS SHALL BE DOWELED INTO FOOTINGS, WALLS, BEAMS, OR SLABS WITH BARS OF THE SAME SIZE AND SPACING AS THE BARS ABOVE. USE A (30) BAR DIAMETER LAP EXCEPT WHERE SPECIFICALLY INDICATED. H. FOR EXTERIOR SLABS SUCH AS BALCONIES, THAT ARE EXPOSED TO WEATHER, TOP REINFORCING SHALL BE EPDXY COATED IN ACCORDANCE WITH THE STANDARD SPECIFICATION FOR EPDXY COATED REINFORCING STEEL BARS, ASTM A775. MINIMUM COVER FOR THESE BARS SHALL BE 1Y2". (CONCRETE WATER CEMENT' RA110 SHALL NOT EXCEED 0.40 BY WEIGHT AND ALSO A SURFACE PENETRANT OF THE ALKYL-ALKYOXY SILANE CLASSIFICATION OR APPROVED EQUAL SHALL BE APPLIED AFTER PROPER SURFACE PREPARATION AT THE ABOVE MENTIONED AREAS). AS AN ALTERNATE TO (EPDXY -COATING THE GENERAL CONTRACTOR MAY SUBMIT FOR APPROVAL BY THE ARCHITECT/ENGINEER A CONCRETE MIX DESIGN CONTAINING AN APPROVED CORROSION INHIBITOR ADMIXTURE IN CONFORMANCE TO ASTM C494 TYPE C. I. ALL REINFORCEMENT SHALL BE BENT COLD, UNLESS OTHERWISE PERMITTED BY THE PROFESSIONAL ENGINEER IN WRITING. ALL TIES SHALL HAVE A 135 DEGREE HOOKS. J. ALL NEW REINFORCING STEEL THAT WILL BE WELDED SHALL MEET THE REQUIREMENTS OF ASTM A706 GRADE 60 DEFORMED BARS. 7. FOUNDATION: A. FOUNDATIONS ARE DESIGNED TO BEAR ON LIMEROCK FILL WITH AN ALLOWABLE BEARING CAPACITY OF 2000 PSF IN ACCORDANCE WIHT THE PROVISIONS OF THE 2020 FLORIDA BUILDING CODE. B. SHOULD ANY DISCREPANCIES BE FOUND WITH THE RECOMMENDATIONS AND FINDING OF SUCH REPORT, DURING SITE PREPARATION AND/OR FOUNDATION EXCAVATIONS, ALL WORK SHALL IMMEDIATELY STOP AND THE ARCHITECT AND ENGINEER OF RECORDS SHALL BE NOTIFIED OF SUCH DISCREPANCIES BEFORE ANY FURTHER WORK IS TO CONTINUE. C. UPON EXCAVATION, BACKFILLING AND COMPACTION, THE SOIL SHALL BE TREATED FOR SUBTERRANEAN TERMITE PREVENTION AS REQUIRED BY THE FBC SECTION 1816. D. CONTRACTOR SHALL PROVIDE FOR DEWATERING OF EXCAVATION FROM EITHER SURFACE WATER, GROUND WATER OR SEEPAGE. E. ALL EXCAVATIONS SHALL BE PROPERLY BRACED AND/OR SHORED TO COMPLY WITH FLORIDA STATUTE SECTION 553.60 AND 2020 FBC REQUIREMENTS. F. CONTRACTOR SHALL EXCAVATE FOOTINGS TO THE REQUIRED DEPTH, INSPECT THE BOTTOM OF THE EXCAVATIONS FOR SOIL SUITABILITY AND STABILITY. IF UNSUITABLE MATERIAL SUCH AS ORGANIC SOIL OR SOFT CLAYS IS ENCOUNTERED IT MUST BE REMOVED AND REPLACED WITH SUITABLE STRUCTURAL FILL OR GRADED AGGREGATES AND RE -COMPACTED. G. ALL STRUCTURAL FILL SHOULD BE PLACED IN 8 TO 12 INCH LIFTS AND COMPACTED TO A MINIMUM OF 95% OF THE MATERIALS MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) AND BE FREE OF ORGANICS, ROOTS OR OTHER DELETERIOUS MATERIALS. H. THE CONCRETE FOR EACH ISOLATED FOOTING SHALL BE PLACED IN ONE CONTINUOUS POUR. THE CONCRETE FOR WALL FOOTINGS SHALL BE PLACED IN ONE CONTINUOUS POUR OR PROVIDE CONSTRUCTION JOINT REINFORCEMENT AT DIFFERENT AND/OR INTERRUPTED POURS. PER DETAILS SHOWN ON THESE DRAWINGS. 8. STRUCTURAL DESIGN CRITERIA: A. THIS STRUCTURE HAS BEEN DESIGNED TO COMPLY WITH THE LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE (2020 EDITION) AND OTHER REFERENCED CODES & SPECIFICATIONS. B. THE STRUCTURE IS DESIGNED FOR THE FOLLOWING LOADING: SUPER IMPOSED Lb& DEAD LOADS LOADS ROOF.....................................................................25 PSF.........................................................30 PSF SECONDFLR...........................................................35 PSF.........................................................40 PSF GROUNDFLR...........................................................35 PSF.........................................................40 PSF C. WIND LOADS ARE BASED ON ASCE 7-16 & 2020 FBC REQUIREMENTS, 3 SECOND SUSTAINED WIND GUSTS OF 160 MPH AT HURRICANE OCEAN LINE, EXPOSURE "D" & IMPORTANCE FACTOR OF 1.0, INTERNAL PRESSURE COEFFICIENTS (GCPI)=t0.18, WIND DIRECTIONALITY FACTOR, Kd =0.85 & CATEGORY II BLDG. CLASSIFICATION. THIS STRUCTURE HAS BEEN DESIGNED AS "ENCLOSED" & REQUIRES IMPACT RESISTANT GLASS OR SHUTTERS TO COMPLY WITH FBC SECTIONS 1609.1.2 & 1626. 9. SHOP DRAWINGS A. SUBMIT SHOP DRAWINGS FOR A/E REVIEW & APPROVAL BEFORE STARTING FABRICATION. ALL SHOP DRAWINGS SHALL BE APPROVED BY BUILDING DEPARTMENT PRIOR TO ANY INSTALLATION OR FABRICATION OF SUCH ELEMENTS. B. NO SHOP DRAWINGS SHALL SUBMITTED FOR A/E REVIEW UNTIL AFTER THEY HAVE BEEN REVIEWED AND NOTED FOR CONSTRUCTION METHOD, DIMENSIONING AND OTHER TRADE REQUIREMENTS BY THE CONTRACTOR AND STAMPED WITH THE CONTRACTOR'S APPROVAL SEAL. ENGINEER ASSUMES NO RESPONSIBILITY FOR DIMENSIONS, QUANTITIES, ERRORS OR OMISSIONS AS A RESULT OF CHECKING AND REVIEWING ANY SHOP DRAWINGS. C. ALL CHANGES AND ADD111ONS MADE ON RE -SUBMITTALS MUST BE CLEARLY FLAGGED AND NOTED. SHOP DRAWING REVIEW IS LIMITED TO A MAXIMUM OF 2 REVIEWS, THEREAFTER; ADD'L FEES SHALL BE PAID BY OWNER/CONTRACTOR TO ENGINEER FOR ADD'L REVIEWS. D. THE REVIEW OF ALL STRUCTURAL SUBMITTALS BY THE STRUCTURAL ENGINEER OF RECORD SHALL BE TO INSURE THAT HIS INTENT HAS BEEN UNDERSTOOD AND THAT THE SPECIFIED CRITERIA HAS BEEN USED. A COPY OF ALL SHOP DRAWING SUBMITTALS WILL BE RETAINED BY THE ENGINEER. E. THE CONTRACTOR SHALL SUPPLY THE ENGINEER OF RECORD A MINIMUM OF THREE (3) COPIES OF SHOP DRAWINGS AND CALCULATIONS. F. SHOP DRAWINGS SUBMITTALS TO STRUCTURAL ENGINEER SHALL INCLUDE, BUT NOT LIMITED 10 THE FOLLOWING: - CONCRETE TEST REPORT FOR CAST -IN -PLACE CONCRETE. - MASONRY TEST REPORT AND CUT -SHEETS FROM SUPPLIER. - REINFORCING STEEL SHOP DRAWINGS. - PRE -FABRICATED ROOF TRUSSES SHOP DRAWINGS AND CALCULATIONS. - STRUCTURAL STEEL SHOP DRAWINGS. - PRE -CAST CONCRETE JOISTS SHOP DRAWINGS AND CALCULATIONS. - BRACING AND SHORING SHOP DRAWINGS AND CALCULATIONS. RAILINGS/SAFEGUARDS SHOP DRAWINGS AND CALCULATIONS. TO THE BEST OF MY KNOWLEDGE THESE PLANS CONFORMP _ TO THE STRUCTURAL REQUIREMENTS OF F.B.C. 2020, LATE�-T 0,,�,', REVISIONS, INCLUDING SECTIONS,,,,PERT"A(N1NG`"T� H.V.H Z'✓ u�'` F t ENGINEER OF RECORil HEREBY EXP ifs 3t1' RESERVES HIS COME40N LAW; OPYE AND OTHER PROPERT.Ir° RIGHTS IN TH PLANS. THIS ��?aESIG1i'AND DRAWINGS ARE NEITHER T BE REPRyDUCED, COPIED, NOR CHANGED ANY FOR OR MANNER WHAT - SO EVE tNOR ASSRM WITHOUT FIRST_ oinPNED TO ANY PARTY WRITTEN PERMISSI01'INING THE EXPRESS ROCHELL ENGINEERING AND CONSENT OF U, INC. ALEXANDER ROCHELL FL P.E. #60735 kOCHEL 1500 NW 89th Court, Suite 212 STRU6NRAE Dorol, Florida 33172 CERT. OF F TEL-305.649.4049 - FAX: 305.649.4149 ANGLES DESIGN .. AA-0002900 INTERIOR ANGLES DESIGN ASSOCIATES INC. 13312 S.W. 29 STREET MIAMI, FLORIDA 33175 TEL (305) 554-1809 TEL (772) 285-0585 MANGLES@MAARCHDESIGNS.COM WWW.ANGLESDESIGN.COM CONNECTICUT . FLORIDA GEORGIA ILLINOIS MARYLAND MICHIGAN NEW JERSEY . NEW YORK NORTH CAROLINA SOUTH CAROLINA UTAH . VIRGINIA C1 w Li Li ry w Ile w W W Q = UW o O W _ U) W LL or_ Q O Z f U Z 2 _ w W J w J " Z a. Z Q � 0 m N o � r O F- C7 d O U MANUEL ANGLES NCARB, AIA, LEED A P AR 9238 REVISIONS: DRAWN BY: M.V.iA.R DATE DRAWN: DATE ISSUED: DATE PLOTTED: COMM. NO: SHEET NO: S-7 OF: 1 p F- � : BELL ",; NEW COMPRESSOR UNIT FOR 2 A.H.U. IN GARAGE AND STORAGE BAY. SCALE: 1 /4" = 1 ' -0" HMB ENGINEERING r SERVICES P.A. CA 28443 Hector M. Blasco P.E. Reg#56115 15374 SW 14 Lane B ��� Miami FI 33194 S ` L Phone: 786-586-6284 D L�Ic ARCHITECTURE AA-0002900 INTERIOR DESIGN IB-0000933 ANGLES DESIGN ASSOCIATES INC. 13312 S.W. 29 STREET MIAMI, FLORIDA 33175 TEL (305) 554-1809 TEL (772) 285-0585 MANGL.ES@MAARCHDESIGNS.COM WWW.ANGLESDESIGN.COM CONNECTICUT . FLORIDA GEORGIA ILLINOIS MARYLAND MICHIGAN NEW JERSEY NEW YORK NORTH CAROLINA SOUTH CAROLINA UTAH . VIRGINIA W u Z Lu _a f� v J W 4 L' W tLLj /) F- F- � f — i U 7- U O N vi /Z V W . C� Lu Z Q m FN 0 04 H 6- O,. W N ' Z -_> O 0 > lY W Q Q � K = d �- W W � O N O Z zO�SS- O Q G 0- z�0 Q w Q `- 0w > LL z w 0 Q Q Z O>O _oQ 0 �wV FE QO� � Q � uzo Q Q w 0 z_ >Fz J W N 0 z z0� Zwz o< VLLw LL w = w � U v�i Q Qw n y � Q0r �Q�O z z; Z 30Q Qm� 000 �w ;OQ ✓i - � z U�0 ZO KW�a < w , �< OZ� z0 V6 Y = � �0� �w� U�U -0 o wwZ �z0 �ZU � w � U�Z =z0 Q U HECTOR M P.E. 0 61 STA F R {�I J PE# 56115 l REVISIONS: DRAWN BY: D.G. DATE DRAWN: 11/03/21 DATE ISSUED: DATE PLOTTED: 12/08/21 COMM. NO: SHEET NO: OF: EXISTING METER 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE NEC 2017, THE FLORIDA BUILDING CODE 2020, 7TH EDITION AND OTHER APPLICABLE CODES AND STANDARDS. 2. THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING EXISTING FIELD CONDITIONS BY VISITING THE SITE AND REPORT ANY DISCREPANCIES TO THE ENGINEER, PRIOR TO COMMENCING/BIDDING WORK. 3- THE CONTRACTOR SHALL SATISFACTORILY REPAIR/REPLACE EQUIPMENT STRUCTURE DAMAGED OR PART OF AS A RESULT OF HIS WORK. SURFACES AND FINISHED AREAS SHALL BE RESTORED TO MATCH ADJACENT AREAS. 4. APPROVAL SHALL BE OBTAINED FROM THE ENGINEER PRIOR TO CUTTING OR DRILLING ANY STRUCTURAL SUPPORT MEMBER. 5. ALL DEVICE BOXES SHALL BE INSTALLED FLUSH AND CONDUITS RUN CONCEALED IN FINISHED AREAS EXCEPT AS SPECIFICALLY SHOWN, NOTED OTHERWISE OR APPROVED BY ARCHITECT. 6. INSTALL POWER AND CONTROL WIRING & REQUIRED CONTROL COMPONENTS FOR AIR CONDITIONING SYSTEMS AS SHOWN/ NOTED ON THESE DRAWINGS AND PER OTHER APPLICABLE DRAWINGS/ INSTRUCTIONS. SEE AIR CONDITIONING DRAWINGS. 7. ALL MATERIALS REMOVED SHALL BE DISPOSED OF AS DIRECTED BY OWNER. 8- MINIMUM WIRE SIZE SHALL BE #12 THHN/THWN UNLESS OTHERWISE NOTED ON PLANS. CONDUCTORS /6 AND LARGER SHALL BE THW. 9. ALL CONDUCTORS SHALL BE COPPER. 10. ALL CONDUCTOR SHALL BE RUN IN CONDUIT (METALLIC TYPE). MC CABLE AND NON METALLIC SHEATHED CABLE "ROMEX" ARE ACCEPTABLE WHERE ALLOWED BY CODE. 11. ALL MATERIALS SHALL BE U.L APPROVED. 12. ALL BRANCH CIRCUITS SHALL BE PROPERLY PHASE BALANCED. EXISTING 200A, 2P � EXISTING 3#3/0 + 1 #6 MAIN DISC. SWITCH (GND) IN 2" CONDUIT AMAIN F—MAIN-1 FEXIST-1 FEXIST__1 �M� , �%2 2/2 I PANEL PANEL A NII I i�L t } f EXISTING 3#3/0 I + 1 #6 (GND) IN I 2" CONDUIT I am — _ I EXISTING GROUNDING I SYSTEM TO REMAIN EXISTING UTILITY _�I—_— SERVICE ELECTRICAL RISER DIAGRAM N.T.S. 13. CONTRACTOR SHALL FIELD VERIFY THAT THE EXISTING PORTION OF THE HOUSE IS EQUIPPED WITH 120V HARDWIRED SMOKE DETECTORS WITH BATTERY BACK—UP INSIDE AND OUTSIDE THE SATHROMS AND WILL ADD REPLACE OR MODIFY THEM AS NECESSARY TO COMPLY WITH THIS REQUIREMENT AS PART OF THE CONTRACT AT NOT ADDITIONAL COST OF THE OWNER 14. ALL EMPTY CONDUITS TO BE PROVIDED WITH NYLON PULL STRINGS. 15. FUSES SHALL BE DUAL ELEMENT TIME DELAY TYPE, UNLESS OTHERWISE NOTED. 16. A/C EQUIPMENT WIRING, BREAKER WITH FUSE SIZES ARE BASED ON A/C EQUIPMENT SPECIFIED ON CONTRACT DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL WIRING, BREAKER AND FUSES SIZES IN ACCORDANCE WITH A/C EQUIPMENT NAMEPLATE REQUIREMENTS IF DIFFERENT FROM THAT SPECIFIED ON DRAWINGS, AS WELL AS ANY FEEDER CHANGES BEING AFFECTED BY THIS CHANGE. CONTRACTOR SHALL MAKE ABOVE MENTIONED CHANGES AT NO EXTRA COST. 17. CONTRACTOR SHALL COORDINATE ALL HIS WORK WITH OTHER TRADES IN ORDER TO FURNISH AND INSTALL ALL CONTROL WIRING AND RACEWAYS AS SHOWN ON THE AIR CONDITIONING DRAWINGS OR SPECIFICATIONS. IF AIR CONDITIONING DRAWINGS REFER TO MANUFACTURER'S WIRING DIAGRAMS, THE CONTRACTOR SHALL VERIFY WITH SAID MANUFACTURER ALL REQUIREMENTS AND INCLUDE ALL RELATED WORK IN HIS CONTRACT. 18. ALL LUMINARIES SHALL BE PROPERLY SUPPORTED IN ACCORDANCE WITH THE CEILING SYSTEM MANUFACTURER RECOMMENDATIONS AND LOCAL CODE REQUIREMENTS. 19. RISERS ARE DIAGRAMMATIC ONLY. THEY DO NOT SHOW EVERY BEND REQUIRED FOR THE INSTALLATION. 20. THIS DRAWING IS A GUIDE FOR THE INSTALLATION OF ELECTRICAL SYSTEMS. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE A FUNCTIONING SYSTEM. 21. ALL CABLES SHALL BE RUN WITHOUT SPLICES EXCEPT OTHERWISE INDICATED. 22. ALL PULL AND JUNCTION BOXES SHALL BE ACCESSIBLE AT ALL TIMES. 23• EXACT POINT AND METHOD OF CONNECTIONS SHALL BE DETERMINED IN FIELD. 24. ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. 25• UNLESS NOTED OTHERWISE, ALL LIGHT FIXTURES AS SELECTED BY OWNER. INSTALLED BY THIS CONTRACTOR. 26. PROVIDE RACEWAYS AND PREWIRE TELEPHONE SYSTEM COMPLETELY WITH TELE—PHONE JACKS, AS PER OWNER REQUIREMENTS. 27. PROVIDE RACEWAYS AND PREWIRE DATA SYSTEM COMPLETELY WITH DATA JACKS, AS PER OWNER REQUIREMENTS. 28. ALL WIRE RUN FREEWIRE INSIDE PLENUM, SHALL BE PLENUM RATED. 29. ALL 120—VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS EXCEPT TOILET ROOMS SHALL BE PROTECTED BY A LISTED ARC FAULT CIRCUIT INTERRUPTER (AFCI), COMBINATION —TYPE CIRCUIT BREAKERS PER NEC 210.12. 30. ALL 120—VOLT. SINGLE PHASE, 15 AND 20 AMPERE RECEPTACLES INSTALLED IN THIS DWELLING UNIT SHALL BE LISTED TAMPER RESISTANT RECEPTACLES PER NEC 406.12. 31. MINIMUN 75% OF LAMPS SHALL BE HIGH EFFICACY PER FBC RE 404. EXISTING PANEL AMPS VOLTAGE CIRCUITS WIRE PHASE MAIN/AIC MOUNTING LOCATION CATALOG NUMBER B 200 120/240 40 3 1 LUGS ONLY FLUSH SEE PLANS LOAD CENTER CKT. NO. WIC CON INCH CKT BKR SERVING WATTS CKT. NO. WIRE INCH KR CKT K' POL SERVING WATTS POL 8 3/4 2 40 OVEN 6000 2 - - 2 30 EXIST. DRYER 5000 3 8 3/4 2 40 OVEN 6000 {' - - 2 30 EXIST WH 3500 - - 2 20 EXIST. POOL EQUIP. 1500 - - 2 30 EXIST WH 3500 flg 12 13 - - 1 20 EXIST. ICE MAKER 1000 14 _ _ 2 30 EXIST WH 3500 15 - - 1 20 EXIST. WASHER 1500 16 11 - - 1 20 EXIST. TRASH 500 18 - - 1 20 EXIST. GOLF CAR CHAR. 500 19 - - 1 20 EXIST. SMALL APP 1500 20 - - 1 20 EXIST. GARAGE MOTOR 500 21 - - 1 20 EXIST. GENERAL LIGHT * 22 - - 1 20 EXIST. SMALL APP 1500 23 - - 2 0 EXIST. GARBAGE DISP. 700 24 - - 1 20 EXIST. SMALL APP 1500 25 - - P20 EXIST. DISHWASHER 1200 26 12 1 2 1 20 REFRIGERATOR 1000 21 - - 1 15 EXIST. GENERAL LIGHT * 28 12 1 2 1 20 DRAWER 1000 29 - - 15 EXIST. GENERAL LIGHT * * 30 - - 1 15 EXIST. GENERAL LIGHT 31 - 1 15 EXIST. GENERAL LIGHT 32 - - 1 15 EXIST. GENERAL LIGHT 33 - 1 15 EXIST. GENERAL LIGHT 34 36 _ _ 2470 EXIST. POOL HEATER 8000 35 - - 1 15 EXIST. GENERAL LIGHT 31 - - 1 15 EXIST. GENERAL LIGHT 38 - - - SPACE - 40 - - SPACE - 39 12 1 2 1 20 HOOD 500 TOTAL - TOTAL - TOTAL WATTS LINE TOTAL AMPS LINE TOTAL WATTS NEUTRAL TOTAL AMPS NEUTRAL FEEDER THEM CU: SEE RISER DIAGRAM SIEMENS, GENERAL ELECTRIC OR SQUARE-D WILL BE APPROVED, CATALOG NUMBER SHOWN: - EXISTING PANEL AMPS VOLTAGE CIRCUITS WIRE PHASE MAIN/AIC MOUNTING LOCATION CATALOG NUMBER A 200 120/240 40 3 1 LUGS ONLY FLUSH SEE PLANS LOAD CENTER CKT. NO. WIRE CCNIC INCH CKT ISKR SERVING WATTS CKT. NO. WIRE cxxc INCH CKT E KR SERVING WATTS POL AM POLOAMPE — — 2 60 EXIST. AHU 7500 2 — — 2 20 EXIST. CU 3000 3 — — 2 30 EXIST AHU 4000 — — 2 30 EXIST. CU 4500 8 9 - - 2 20 EXIST. CU 2500 10 - - 2 30 EXIST. CU 4000 11 12 13 - - 2 45 EXIST. AHU 5000 14 - - 1 15 EXIST. GENERAL LIGHT 15 16 - - 1 15 EXIST. GENERAL LIGHT I1 - - 1 20 EXIST. VACUUM 500 IS - - t 15 EXIST. GENERAL LIGHT 19 - - 1 20 EXIST. REFRIGERATOR 1000 20 - - t 1 15 EXIST. GENERAL LIGHT 21 - - 1 15 EXIST. GENERAL LIGHT * 22 - - 1 15 EXIST. GENERAL LIGHT 23 - - 1 15 EXIST. GENERAL LIGHT * 24 - - 1 15 EXIST. GENERAL LIGHT 25 - - 1 15 EXIST. GENERAL LIGHT * 26 - - 3 1 15 EXIST. GENERAL LIGHT 21 - - 1 15 EXIST. GENERAL LIGHT * 28 30 - - 15 EXIST. GENERAL LIGHT 29 - - 1 15 EXIST. GENERAL UGHT - - 1 20 EXIST. GENERAL LIGHT 31 - - 1 15 EXIST. GENERAL LIGHT 32 - - 1 20 EXIST. GENERAL LIGHT 33 - - 2 60 EXIST. AHU 7500 10 1 /2 2 30 ELEVATOR 2500 35 36 31 12 1 2 1 20 U.C. REFRIGERATOR 1000 Be - - - - SPACE 39 10 1 1 2 1 30 ELEVATOR CAB LIGHT 1 500 40 - - - - SPACE - TOTAL - TOTAL - TOTAL WATTS LINE TOTAL AMPS LINE TOTAL WATTS NEUTRAL TOTAL AMPS NEUTRAL FEEDER TWIN CU: SEE RISER DIAGRAM SIEMENS, GENERAL ELECTRIC OR SQUARE-D WILL BE APPROVED, CATALOG NUMBER SHOWN: - HMB ENGINEERING SERVICES P.A. CA 28443 ' Hector M. Blasco P.E. Reg#56115 15374 SW 14 Lane EB Miami FI 33194 Phone: 786-586-6284 kl_,...^ ARCHITECTURE AA-0002900 INTERIOR DESIGN IB-0000933 ANGLES DESIGN ASSOCIATES INC. 13312 S.W. 29 STREET MIAMI, FLORIDA 33175 TEL (305) 554-1809 TEL (772) 285-0585 MANC45(9MAARCHDESIGNS.00M WW W.ANGLESDESIGN.COM CONNECTICUT . FLORIDA GEORGIA ILLINOIS MARYLAND MICHIGAN NEW JERSEY . NEW YORK NORTH CAROLINA SOUTH CAROLINA UTAH . VIRGINIA R Lij W uj U� ZU w 0 Z I ui W LLB sue'' N Paz °wo ?o a 3ov zo< vzo } y Q Z � � Q W °�z z�0 > Z W � W W m � =NO _o_ 0 O WZ Q Q V v�W W N N Q W � � H `r0> W lL 0 Q K Z ZZ� �o= �mN 000 mod OHz O rzo w°Q � W owW ozW0 o6°T U' =m� =w z°:E o,=) U,U 0 °moo WWz w�O ZU d W w UC,Z Fz0 Q V _CTOR /v4 BLASCU 5 15 o e ;r e e e J. t S P 0' f 1i «1 15 REVISIONS DRAWN BY: D.G. DATE DRAWN: 11/03/21 DATE ISSUED: DATE PLOTTED: 12/08/21 COMM, NO: SHEET NO: WN HVAC NOTES 1. GENERAL All mechanical systems are to be installed in accordance with all applicable sections of the NFPA Standards, ANSI standards, Florida Building Code 2020, the local building code, noise & height ordinances, plans and specifications. A. DRAWINGS: Refer to all drawings for coordination of the HVAC work. B. ARRANGE AND PAY for all permits licenses, inspections and tests. Obtain the required certificates and present to owner. C. GUARANTEE: The completed installation shall be fully guaranteed against defective materials and/or improper workmanship for a minimum of one year for material and labor. Compressors shall be guranteed for a period of five years. D. As built drawings shall be submitted to owner at the completion of project. 2. SHOP DRAWINGS: Contractors shall submit for approval, within 30 days after signing contract, a minimum of five copies of fully descriptive literature, including but not limited to: fans, air conditioning units, air outlets. No work shall proceed without approval of these submittals. 3. ELECTRICAL CONTROLS AND POWER WIRING: Under electrical contract. 4. EQUIPMENT SPECIFIED BY manufacturer's number shall include all accessories, controls, etc., listed in the catalog as standard with the equipment. Optional or additional accessories shall be furnished as specified. 5. MATERIALS: A. DUCTWORK: a. All exhaust ductwork shall be galvanized Meet metal duct not lighter than 26 gage. b. All duct dimensions are clear inside dimensions. 6. Mechanical plans in general, are diagrammatic in nature, and are to be read in con juction with arch. Plumbing, electrical and structural plans and shall be considered as one set of documents. Duct and piping offsets, bends and transitions will be required to provide and install a complete functional system and shall be provided by the contractor at no additional cost to the owner. 7. Contractor shall verify job conditions prior to ordering, fabrication or installation of materials or equipment. Notify architect/engineer of any conflicts before fabrication. 8. Provision must be taken to prevent HVAC duct surface contact with the Foam insulation, either during application of after the foam dried up to prevent a voided listing of the A/C ductworks (both flexible and fiberglass duct board). I i p ! I � p i I p I 0 I p I I f � I I I I i I I I I I I i I IL_-- — — — — — — — — — — — — — — — — — — — — — — — — — —— i I — — — — — — — — — — 1 NEW COMPRESSOR UNIT FOR 2 A.H.U. IN GARAGEAND STORAGE BAY. UP F— �— n n II N I1 11 ll II I! II I! !I �{_B- u u TRELLIS BELOW n n r it II I1 II IH IH 11 II II II EXIST WASH. EDRXISIERT. SCALE: 1 /4" = 1 ' —0" I I 1 I I I V-11 I I 1 I I 1 I I I I I I I N�NOWAIMM HVAC P' �" N LA i / UP NEW JU TION BOX A CEILI FOR NEW SUS MO TFAN_, 7GLPOCKET DO RS - IN DWR.—S ---_ RELOCATED REF. CONNECT NEW HOOD FAN TO EXISTING 8" ROUND HOOD EXHAUST DUCT 1 1 NEW { PANT Y 1 I I 1 NEW NEW D/W NEW U.C. REF I SK. LOCATION L— I �I 1r 0� it 01 r------ X- NEW WINDOW N CENTERED W/ EXIST. CLERESTORY ABOVE I EXIST. BAY WINDOW SCOPE OF WORK CONNECT NEW HOOD FAN TO EXISTING EXISTING HOOD EXHAUST DUCT. NO OTHER MECHANICAL WORK 'GLASSPOC DOORS- r CLOSEJOP ING HDWR. ESSED HR LES PROPOSED SLIDING DOOR: PGT CLASSIC VIEW SLIDING DOOR WHITE ALUM. FRAME & GREY TINT TO MATCH EXI` b'Wx&H_ I NEW JUNCTION BOX T CEILING V FOR NEW FAN - PRODE DOWNROD FOR FAN O BEAT APPROXIMATELY 10'-1 " OR ALIGNED W/ CLEREST RY WINDOW SILL 0go ARCHITECTURE AA-0002900 INTERIOR DESIGN IB-0000933 ANGLES DESIGN REFER TO SITE PLAN SHEET SP- ASSOCIATES INC. FOR SCREENED ENCLOSURE 1 13312 S.W. 29 STREET MIAMI, FLORIDA 33175 TEL (305) 554-1809 TEL (772) 285-0585 MANGLES@MAARCHDESIGNS.COM WWW.ANGLESDESIGN.COM I I CONNECTICUT . FLORIDA GEORGIA ILLINOIS I EXPANDED RAISED MARYLAND MICHIGAN I I DECK NEW JERSEY . NEW YORK NORTH CAROLINA I SOUTH CAROLINA { UTAH . VIRGINIA 1 & SCREENED ENCLOSURE TO REMAIN REFER TO SITE PL SHEET SP-1.0 HMB ENGINEERING SERVICES P.A. CA 28443 ' Hector M. Blasco P.E. Reg#56115 15374 SW 14 Lane Miami F133194 W i € ,: Rhnna• 7RF,-4;RR-R7Rd C LLI ® U. LL u; LL <C ED WL (' Z t�� V 0 W H� (� LL- LJJ LU I— >— C z v` Iry Z I-- " w ? U z LL r LL C CL Y C G§ t. H _Q n_ w w�0 von � w Q =tea oW ZO- OQ� ?,° 02z MZ0 ai`- Z '-'w w`t' O o ZZ TOa 5az 050 =w� 0 SOU WOU <� L,Do ors QZ� w o�Z Z0U >�z w uJm TZ 0 Z Z 00 ZwZ 0�Q d�U ULL� w N N Q LL i,_ao WZ ZZ- �EOa ¢m= W,- 0 N � -2' O 00U R 0 Q OQZ VO ZU w0¢ � w U.1W 0ZU' Z�= U w z02 w- OLO p _w `"Z Z V w =3 UC,Z �QU TOR M. B O P.E. ENS 0 r 4- 05115 , TE= OF C0Ft10P-' �C 9 2021 PF'll :max REVISIONS: SHEET NO: OF: f'LUM51N GENERAL NOTES: OTHE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND ALL BELOW GROUND SANITARY AND STORM PIPING AND FITTING EQUIPMENT NECESSARY FOR THE INSTALLATION OF A COMPLETE SHALL BE CAST IRON. IN CONFORMANCE WTH ONE OF THE STANDARDS PLUMBING SYSTEM IN ACCORDANCE WITH THESE DRAWINGS, THE LISTED IN TABLE 1022 FBC (PLUMBING) 2020 1TH EDITION OF THE FLORIDA BUILDING CODE, and 1TH Edition of ABC :ALL � ALL UNDERGROUND WATER PIPING SHALL BE CPVC PIPE ASTM D 2846 OTHER APPLICABLE STATE, COUNTY AND LOCAL CODES AND .J ALL ABOVE GsRO M PIPING SHALL BE COPPER TYPE 'L' (ASTM-B-30 ). ORDINANCES. lJ THE CONTRACTOR SHALL PAY ALL COSTS OF PERMIT, (;-`1 ALL HOT WATER PRESSURE AND TEMPERATURE RELIEF PIPIWi INSPECTIONS AND ALL OTHER COSTS INCIDENTAL TO THE L/ MALL BE COPPER TYPE 'K' (ASTM B-306). COMPLETION AND TESTING OF THIS WORW, UPON FINAL ACCEPTANCE, A CERTIFICATE FROM THE LOCAL INSPECTION ALL PLUMBING FIXTURES SHALL BE PROVIDED WITH ALL AUTHORITY SHALL BE FURNISHED TO THE OWNER t4 NECESSARY ACCESSORIES SUCH AS STOP VALVES, 'P' TRAPS, SUPPORTS, P 4 T VALVES, ETC., AS REQUIRED. ALL EXPOSED PIPING DALL MATERIALS AND EQUIPMENTS SHALL BE NEW, OF U.S. AT FIXTURES AND EQUIPMENT SHALL CHROME PLATED BRASS MANUFACTURER AND OF GOOD QUALITY OF RESPECTIVE KIND AND PIPE TUBE. PROVIDE SHUT OFF VALVES AND UNIONS ALL GRADE, AND MUST BE FURNISHED SO AS TO PREVENT ANY DELAY IN S, ETC., REQUIRING WATER SUPPLY. PROVIDE DIELECTRIC THE PROGRESS OF THE WORK. ALL WORK THROUGHOUT SHALL BE COUPLINGS AS REQUIRED. FOR ALL COPPER PIPING: CONTRACTOR COUPLINGS PERFORMED IN A WORKMANLIKE MANNER BY SUFFICIENT NUMBER OF MUST USE %/5 SOLDER. PROVIDE WATER HAMMER ARRESTORS SKILLED WORKMEN. TO EACH FIXTURE AS REQUIRED. �� JJ CONTRACTOR SHALL VISIT THE SITE AND REVIEW ALL PERTINENT / PROVIDE CLEA.NOUTS (WITH CHROME PLATED WALL OR FLOOR UTILITY DRAWINGS TO FAMILIARIZE HIMSELF WITH THE LOCATION OF ACCESS FRAMES AND COVERS AS REQUIRED) AT T14E BASE OF ALL ALL EXISTING AND/OR PROPOSED UTILITY STUB OUTS, PIPING, INVERT, WASTE AND/OR VENT STACKS. PROVIDE PITCH PANS 4 LEAD EQUIPMENT, ETC., AND MAKE DUE ALLOWANCES FOR ANY CONDITION FLASHING: FOR ALL SANITARY SYSTEM VENTS. AFFECTING HIS WORK. ALL HORIZONTAL WASTE PIPING: 3' AND LARGER SHALL BE SLOPPED THE LOCATION OF ALL ITEMS SHOWN ON THE DRAWINGS ARE NOT DEFINITELY �J AT 1/8 PER FOOT. LJ FIXED BY DIMENSIONS ARE APPROXIMATE ONLY.THE EXACT LOCATIONS (�'� ALL 2' HORIZONTAL WASTE PIPING SHALL BE SLOPPED NECESSARY TO SECURE THE BEST CONDITIONS AND RESULTS MUST BE tiJ AT 1/4 PER FOOT. DETERMINED BY THE CONTRACTOR AT THE PROJECT AND SHALL BE APPROVAL BEFORE ACTUAL INSTALLATION. ALL POTABLE WATER USE FIXTURES SHALL COMPLY WITH 'NO -LEAD' ALL PLUMBING LINES SHOUN ARE IN THE APPROXIMATE LOCATION ONLY. REQUIREMENTS. FINAL PLUMBING LINES EXACT LOCATION WILL BE DETERMINE AT PROJECT /ni ALL FIXTURES SHALL BE PROVIDED WITH FLEXIBLE SITE IN RESPONSE TO FIELD CONDITIONS. lJ (NON -HARDENING) W141TE SILICON TYPE GROUT WHERE AGAINST FINISHED WALL 4 FLOOR SURFACES. OALL CUTTING REQUIRED TO PERFORM THE WORK UNDER THIS CONTRACT WILL BE DONE BY MECHANICAL CONTRACTOR. ANY CUTTING OF STRUCTURE ALL FIXTURES SUPPLIES AND STOPS SHALL ISE CHROME PLATED (Cp.) MUST BE APPROVED BY STRUCTURAL ENGINEER PRIOR TO EXECUTION OF WORK. 21 ALL EXPOSED FIXTURE 'P-TRAPS' SHALL BE MINIMUM 11 GAL. 4 CHROME PLATED CAST BRASS OR 316 STAINLESS STEEL. GENERAL CONTRACTOR TO COORDINATE LOCATIONS AND SIZES OF rd ALL ACCESS DOORS WITH ARCHITECTURAL DRAWINGS. zs PROVIDE ANTI -SCALDING VALVE s IIO°F ON ALL TUBS AND SHOWERS. INSTALL CONCRETE SUPPORT AT BASE (UNDERGROUND CONNECTION) OF OF THE THERMOSTATIC AND PRESSURE BALANCED TYPE ( ASSE 1016) lJ SOIL STACK, RAIN LEADER, ETC. FITTINGS as PLUI11BM CONTRACTOR TO COORDINATE ALL WORK WITH OTHER TRADES. OALL ABOVEGROUND SANITARY AND STORM DRAINAGE PIPING AND SHALL BE SOLID CORE SCH 40 PVC. IN CONFORMANCE WITH ONE OF THE STANDARDS LISTED IN TABLE 1022 FBC (PLUMBING) I I I I I I I I I I I I P I I I I I I I I ( 1 I I I I I I ► I I I I I I I ! I I i t I I I I i t I I { I II L_-- — — — — — — — — — — — — — — — — — — — — --— — — — — — — J i I I I ---- — — — — ---� %t NEW COMPRESSOR UNIT FOR 2 A.H.U. IN GARAGEAND STORAGE BAY. UP �� n n -n—fr �1=1� !! II !! II !I fI !1 !f I! !1 =I=1= -H—iL u u TRELLIS BELOW n n in rffr- p =R -i1 fl fl !f I! II !I II 11 =l=1k J1_IL u u EXIST WAS''. EXIST, DRIER (!ram 11 (G 11 l NEW_ 'LUMBING PLAN SCALE: 1/4 = i'-0" / UP O� ---- � � n I I I I I I I I NEW PANT Y I f NEW JU TION BOX AT CEILI FOR NEW SU ACE MO T FAN — 7 NEW GL POCKET DO RS- SOFT SE/OPENIN DWR. REC ED HANDLES --- ---- ---------�\ RELOCATED REF. I I © NEW I NEW D/W INEW U.C. REF. I LOCATION L--X, I [:O { O----�___. NEW WINDOW CENTERED W/ EXIST. CLERESTORY ABOVE I EXIST. BAY WINDOW REMOVE AND REPLACE EXISTING PLUMBING FIXTURES NO OTHER PLUMBING WORK KGLASSPOC DOORS - CLOSE/OP ING HDWR ESSED HA LES , PROPOSED SLIDING DOOR: PGT CLASSIC VIEW SLIDING DOOR WHITE ALUM. FRAME & GREY TINT TO MATCH EXI: 6'Wx8'H. E NEW JUNCTION BOX AT CEILING FOR NEW FAN - PROVEY DOWNROD FOR FAN BE AT APPROXIMATELY 10'-1OR ALIGNED Wf CLEREST WINDOW SILL I REFER TO SITE PLAN SHEET SP- FOR SCREENED ENCLOSURE I 1 s I i EXPANDED RAISED I I DECK I I & SCREENED ENCLOSURE TO REMAIN REFER TO SITE PL SHEET SP-1.0 FLUME FRE FL .4 ® CONNECT TC ®EXISTING LX REPLACED PROVIDE Ni HMB ENGINEERING SERVICES P.A. } CA 28443 Hector M. Blasco P.E. F Reg#56115 15374 SW 14 Lane Miami FI 33194 Phnnn 7RA_r,RA_A7Rd ARCHITECTURE AA-0002900 INTERIOR DESIGN I B-0000933 ANGLES DESIGN ASSOCIATES INC. 13312 S.W. 29 STREET MIAMI, FLORIDA 33175 TEL (305) 554-1809 TEL (772) 285-0585 MANGLES@MAARCHDESIGNS.COM WWW.ANGLESDESIGN.COM CONNECTICUT . FLORIDA GEORGIA ILLINOIS MARYLAND MICHIGAN NEW JERSEY NEW YORK NORTH CAROLINA SOUTH CAROLINA UTAH . VIRGINIA W N W � U' w�Q Q N W Oz= zo�E OQg ago O-z 'MZ0 { � W w Y0 LL i Z '=Z 0a C; > 6, 0 5: O � c d Q U-SOU LL r N LL z O Q A / '§a:-U w� Lu < S I vz0 "v» W 11 1 n w Ls !O> v Qw 0 V 1� _i�Z 20 f♦ 1 �✓/ � W -Z W (%) O J ( wZo z zo LL 0 u.l t per"¢ w � V7 i U , W � x -. < _ - Lu V) �, LLJ ¢p> L'1") LL V) S a o Z 0 30¢ CL z am= Q LL o=)� p° O0- ce CN O ZUZ OUZO UJ �ZU w0,Q �- V U w w 11' 0pzC9 Q � -, ( ) m = w Z 0 2 o�0 WWZ ,,, z 0 _ZU xzo x<0 HECTOR M. BLASC E. r \\ �� C) ° LO DEC 0 0 2021 P REVISIONS: DRAWN BY: D.G. DATE DRAWN: 11/03/21 DATE ISSUED: DATE PLOTTED: 12/08/21 COMM. NO: SHEET NO: OF: