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HomeMy WebLinkAboutBuilding Planseneenllll1 GENERAL NOTES: CODES AND STANDARDS 1. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES: 1.1, FLORIDA BUILDING CODE 2017, FBC EXISTING 2017, ASCE 7-10, ASO, AISC, & CITY OF MIAMI BEACH CODE OF ORDINANCES. 2. DIMENSIONS 2.1. BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS TO PROPERLY SIZE OR FIT THE WORK. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED BY THE OWNER RESULTING FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT. 2.2. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH ANY WORK. DIMENSION NOTES: 1. UNLESS SPECIFICALLY DETAILED ON THESE DRAWINGS, CONTRACTOR SHALL FURNISH AND INSTALL ADEQUATE SHORING BRACING AS REQUIRED DURING DEMO, ETC. REQUIRED TO SAFELY SUPPORT ALL CONSTRUCTION LOADS AND SHALL BE FULLY RESPONSIBLE FOR THE SAME. SHORING MUST COMPLY WITH ALL LOCAL AND OSHA REQUIREMENTS. 2. DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED IN ACCORDANCE WITH DETAILS SHOWN FOR SIMILAR CONDITIONS AND MATERIAL. FOUNDATION NOTES: 1. ALL FOUNDATIONS, SLABS, AND FOOTINGS ARE EXISTING TO REMAIN. CUT AND REWORK CONCRETE SLAB TO RELOCATE PLUMBING PER PLANS. NEW CONCRETE AT REAR PATIO SLAB WHICH HAS NON-STRUCTURAL CRACK. THE PATIO SLAB IS TO BE RECONSTRUCTED PER PLANS. 2. BOTTOM OF SLABS/FOOTINGS TO BEAR ON SOIL CAPABLE OF SAFELY SUPPORTING MIN. 2000 PSF. CONTRACTOR TO PROVIDE REPORT OF COMPACTION TEST TO SHOW 95% MODIFIED PROCTOR DENSITY. STRUCTURAL DESIGN CRITERIA: MEAN ROOF HEIGHT 15 OCCUPANCY TYPE RESIDENTIAL CONSTRUCTION TYPE: VB WIND LOAD CHAPTERS 1, 2, 26, & 28 OF ASCE 7-10 WIND VELOCITY 170 MPH; ULTIMATE WIND SPEED WIND VELOCITY 132 MPH; NOMINAL WIND SPEED EXPOSURE "D"; ENCLOSED DESIGN Qz 73 PSF Kz 1.03 LAMBDA HEIGHT & EXPOSURE FACTOR 1.47 ROOF SLOPE 18.4' LOAD COMBINATIONS ASCE 7-10 CHAPTER 2.4: DL+LL; DL+0.6WL; 0.6DL+0.6WL INTERNAL PRESSURE COEFFICIENT +/-0.18 PER TABLE 26.11-1 RISK CATEGORY II ROOF LIVE LOAD 20 PSF ROOF DEAD LOAD 30 PSF (20 PSF TOP, 10 PSF BOT) DEFLECTION CRITERIA: LIVE = L/360 DEAD + LIVE = L/240 WIND (EXTERIOR WALLS) = L/240 MAIN FRAME: MAX. HORIZONTAL LOAD +63 PSF MAX. VERTICAL LOAD -54 PSF DEMO AND INSTALLATION: - 1. PRIOR TO INSTALLATION THE CONTRACTOR WILL VERIFY ALL DIMENSIONS. THE CONTRACTOR UNDERSTANDS THAT THE EXISTING BUILDING WILL REQUIRE MODIFICATION AS SHOWN IN THE DRAWINGS: 2. THE CONTRACTOR IS TO COMPLETELY REMOVE AND DISPOSE OF ALL MATERIALS THAT ARE SO INDICATED INCLUDING WOOD, DRYWALL, AND CONCRETE. 3. THE LOCATION OF ALL EXISTING UTILITIES ARE THE CONTRACTOR'S RESPONSIBILITY. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR EXACT LOCATIONS. PRIOR TO THE START OF DEMOLITION THE CONTRACTOR SHALL VISIT THE SITE AND DETERMINE THE LOCATION AND THE EXISTENCE OF ALL STRUCTURES AND UTILITIES SHOWN OR NOT ON THE PLANS. BUILDING EXISTING NOTES: 1. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND BE AWARE OF ALL EXISTING CONDITIONS AND INTERFERENCES. 2. THE CONTRACTOR SHALL CHECK CONDITION FOR EXISTING WIRING INSULATION AND NOTIFY THE OWNER„ - a ARCHITECT, OR ENGINEER OF ANY DANGEROUS CONDITIONS. 3. THE CONTRACTOR IS TO COMPLETELY REMOVE AND DISPOSE OF ALL ITEMS AND THAT ARE SO INDICATED % i ON THE PLANS WITH THE OWNERS APPROVAL. ' 4. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR HAVING VISITED THE SITE AND HAVING FAMILIARIZED HIMSELF WITH ALL EXISTING CONDITIONS. ANY QUESTIONS OR DISCREPANCIES FOUND WITH REGARD TO 1A "3 THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING ENGINEER BEFORE SUBMITTING A PROPOSAL. FIELD MEASURE EXISTING CONDITIONS PRIOR TO FABRICATION OF ALL MATERIALS. 5. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE FIELD VERIFIED BY THE CONTRACTOR/INSTALLER. 6. IF MATERIALS, QUANTITIES, STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR = - SPECIFICATIONS ARE NOT IN AGREEMENT WITH THESE NOTES, THE BETTER QUALITY AND/OR GREATER QUANTITY, STRENGTH OR SIZE INDICATED, SPECIFIED OR NOTED SHALL BE PROVIDED AND APPROVED BY EOR. " SCOPE OF WORK: RENOVATIONS TO AN EXISTING POOL PUMP ROOM HOUSING STRUCTURE TO INCLUDE: " 1. MOBILIZE 2. DEMO EXISTING ROOF SLAB, ROOF BEAM & ALL STUCCO 3. INSTALL NEW ROOF, BEAM, & FOOTINGS PER PLANS 4. INSTALL NEW DOORS, LOUVERS; & EXHAUST FAN 5. INSTALL NEW CONCRETE ROOF AND ROOF FINISH PER PLANS 6. INSTALL NEW CMU COLUMNS AND BLOCKS AT POOL HEATER AREA PER PLANS 7. STUCCO, PRIME, & PAINT ENTIRE STRUCTURES; OWNER TO SELECT COLOR 8. INSTALL NEW GUTTER & DOWN SPOUT PER PLANS 9. CLEAN SITE & DEMOBILIZE f^yb .t �e ✓8 �.. . ...... AaiF=h r �YY1 Z'" { z F NETTLES riL S iSLAND LOCATION MAP NOT TO SCALE ENLI. RGED LOCATION MAP NOT To SCALE iMex AW£ kvA, 1 r3 SITE SURVEY LO NOT TO SCAT uf�1_1J PROJECT LOCATION m 7illf q a®l✓00I REVIEWED CODE COMPI ST. LUCIE Ct BOCC STRUCTURAL CONS --'RUCTION PLANS ij SHEET DESCRIPTION S-1 COVER SHEET AND GENERAL NOTES S-1.1 GENERAL REPAIR NOTES S-2 EXISTING W/ DEMO & PROPOSED PLANS S-3 NEW ROOF & BEAM PLANS S-4 TYPICAL WALL/ROOF SECTIONS S-5 PROPOSED BUILDING ELEVATIONS S-6 MISC. WALL AND DOOR DETAILS S-7 ROOF AND MISC. MANUFACTURER DETAILS OCEANFRONT POOL PUMP ROOM RESTORATIONS NETTLES ISLAND I 9803 S. OCEAN DRIVE JENSEN BEACH, FL 34957 Ei�GiN E E R I CIVIL • STRUCTURAL . MAR CSM ENGINEERING LLC 208 SW OCEAN BOULEVARD STUART7 FLORIDA 34994 a 772-220-4601 w: www.CSM-E.net CERTIFICATE OF AUTHORIZATION: 29057 THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF CSM ENGINEERING, LLC, THIS DOCUMENT, THE IDEAS, AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS PROPERTY OF CSM ENGINEERING, LLC AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRTTEN AUTHORIZATION OF CSM ENGINEERING, LLC. CSM ENGINEERING, LLC COPYRIGHT 02020 OR PERMIT SET: I`7-20-2020 I�IT NOTES & COMMENTS ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS. ALL SCALES INDICATED PERTAIN TO 24X36' PLOTS 1 2 3 - DESIGNED BY: CHARLES DARDEN DRAWN BY: CHECKED BY: CHARLES DARDEN - --_----- SCALE: AS SHOWN PROJECT 1: -- %% 0 l 1 1 1 if, \ ``` `. �g A. Dm n•,� r; �\ � y1GEN$� ?-�I ✓� •• .. No.76810 ;:.�Q '•, STATE OF•' �'� .FCORIOP.•'• ♦ � Ill ac�o CHARLES A DARDEN JR DATE FLORIDA REGISTERED PROFTSSIONAL:ENGINEER N0. 76910 SHEEP NAME: COVER SHEET rlS-1 GENERAL NOTES: 1. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE ,WITH THE FLORIDA BUILDING CODE & EXISTING FBC 2017; 6TH EDITION AND ASCE 7-10. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE BEFORE CONSTRUCTION HAS BEGUN. ALL OBSERVED DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER. 3. DESIGN LOADS: ALL LOADS ARE EXISTING TO REMAIN; NO NEW LOADING ONLY REPAIRS. 4. CONCRETE: ALL REINFORCED CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS". ALL CONCRETE REPAIR WORK SHALL BE IN ACCORDANCE WITH ACI "CONCRETE REPAIR MANUAL" LATEST EDITION. ACI 311, "RECOMMENDED PRACTICE FOR CONCRETE INSPECTION". ACI 347, "RECOMMENDED PRACTICE FOR CONCRETE FORM WORK". ACI 304R, "GUIDE FOR MEASURING, MIXING, AND PLACING CONCRETE". ALL STRENGTHS NOTED BELOW ARE 28-DAY STRENGTHS: POURED -IN -PLACE STRUCTURAL CONCRETE: 5000 PSI EXTERIOR CONCRETE SHALL HAVE 4% MINIMUM ENTRAINED AIR. 4a. THE MIX DESIGN SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: COMPRESSIVE STRENGTH : 5000 PSI MIN. SLUMP: 5 TO 7 INCHES AIR CONTENT: 4% TO 6% OPTIONAL WATER/CEMENT RATIO: 0.40 PUMPABLE PEA -ROCK MIX MAX. COARSE AGGREGATE : 3/8" TO 3/4" CORROSION INHIBITOR: 2.5 GALLONS PER CUBIC YARD 5. REINFORCING STEEL SHALL BE ASTM A615, GRADE 60. TENSION SPLICES: 48 x BAR 0 FOR #3, #4,. & #5 6. ALL CONNECTIONS EXPOSED TO WEATHER, OF STEEL TO STEEL AND STEEL TO MASONRY/CONCRETE, MUST BE STAINLESS STEEL BOLTS: 7. THESE DRAWINGS ARE NOT VALID UNLESS SIGNED AND SEALED WITH 'AN EMBOSSED SEAL OF AN ENGINEER EMPLOYED BY CSM ENGINEERING,; LLC ANY CHANGES TO THE DOCUMENTS MUST HAVE THE WRITTEN -CON§CNT OF CSM ENGINEERING, LLC. ALL ORIGINAL DRAWINGS, TRACINGS;„ AND SPECIFICATIONS MUST BE RETAINED IN THE OFFICES OF CSM ENGINEERING, LLC AND ARE THE SOLE PROPERTY OF CSM ENGINEERING, LLC. 1. READY -'MIXED CONCRETE SHALL BE MIXED IN ACCORDANCE WITH ACI 304 AND DELIVERED IN ACCORDANCE WITH ASTM C94. 2. SELECT PROPORTIONS FOR NORMAL WEIGHT CONCRETE IN ACCORDANCE WITH ACI 301. 3 CONCRETE SHALL BE CONVEYED FROM MIXER TO PLACE OF FINAL DEPOSIT BY METHODS THAT WILL PREVENT SEPARATION OR LOSS OF MATERIAL. 4. !CONVEYING EQUIPMENT SHALL BE CAPABLE OF PROVIDING A SUPPLY OF CONCRETE AT THE SITE OF PLACEMENT WITHOUT SEPARATION OF INGREDIENTS AND WITHOUT INTERRUPTIONS SUFFICIENT TO PERMIT LOSS OF PLASTICITY BETWEEN SUCCESSIVE INCREMENTS. 51 I DURING HOTWEATHER, PROPER ATTENTION SHALL BE GIVEN TO REINFORCING REPLACEMENT: 1. ALL REINFORCING WITH DETERIORATION OF MORE THAN 15% OF THE ORIGINAL BAR', DIAMETER, AS DETERMINED BY THE ENGINEER, SHALL BE REPLACED. 2. TO PERMIT LAPPING OF THE NEW REINFORCING STEEL, THE CONCRETE SHALL BE REMOVED ALONG THE LENGTH OF THE REINFORCING, A MINIMUM OF 12" BEYOND THE DETERIORATION INTO SOUND CONCRETE TO PERMIT SPLICING OF THE REINFORCEMENT. 3. AFTER THE REINFORCING HAS BEEN PREPARED, LAP THE NEW REINFORCING BESIDE THE ENTIRE LENGTH OF THE EXPOSED REINFORCING, SECURE IN PLACE WITH WIRE TIES. 4. FOLLOW ALL OTHER PROCEDURES FOR THE CONCRETE REPAIR AS INDICATED. INGREDIENTS, PRODUCTION METHODS, HANDLING, PLACING, PROTECTION 5. WHERE THE REMOVAL OF CONCRETE TO ACHIEVE THE REQUIRED LAP AND CURING TO PREVENT EXCESSIVE CONCRETE TEMPERATURES OR LENGTH IS NOT PRACTICAL AS DETERMINED BY THE ENGINEER, BAR WATER EVAPORATION THAT MAY IMPAIR REQUIRED STRENGTH OR DEVELOPMENT' CAN BE ACHIEVED BY EMBEDDING THE REINFORCING SERVICEABILITY OF THE MEMBER STRUCTURE. INTO SOUND CONCRETE A MINIMUM OF 9" WITH SIKADUR 35, HMLV, A HIGH STRENGTH EPDXY GROUT. CONCRETE REBAR AND REPLACEMENT: 6. REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 MINIMUM AND 1. CONCRETE REPAIRS SHALL BE PROVIDED FOR THOSE AREAS IDENTIFIED BE GALVANIZED OR EPDXY COATED. WITH SPALLING, DETERIORATION, AND UNACCEPTABLE CONCRETE. TYPICAL SPALLED 'CONCRETE REPAIR 2 REMOVE ALL UNSOUND CONCRETE IN THE AREA OF THE DETERIORATION. REMOVAL SHALL BE PERFORMED WITH SMALL POINTED TOOLS RATHER THAN WIDE CHISEL EDGES TO PREVENT MICRO CRACKING AND CONTINUED 1, THE CONTRACTOR SHALL LOCATE ALL SPACES BY SOUNDING THE SPALLING OF CONCRETE WHICH IS TO REMAIN. CONCRETE SURFACES, USING A HAMMER, UPON L❑CATI❑N OF THE LOOSE C❑NCRETE' A DISTINCT HOLLOW SOUND WILL BE HEARD; THESE AREAS 3 ',THE AREA OF CONCRETE TO BE REMOVED SHALL EXTEND ALONG THE SHALL BE MARKED WITH CHALK OR PAINT BY THE ENGINEER, 'LENGTH OF THE REINFORCING, BEYOND THE LIMITS OF THE REINFORCING 1 DETERIORATION A MINIMUM OF 2" INTO SOUND CONCRETE. z DELAMINATED, SPALLED, AND UNSOUND CONCRETE AREAS SHALL HAVE THEIR MARKED BOUNDARIES SAW -CUT TO A MINIMUM OF DEPTH OF 1" 4J 'PROVIDE A Y2" MINIMUM DEPTH SAW -CUT, PERPENDICULAR OR SLIGHTLY INT❑ THE CONCRETE SURFACE, ALL EDGES SHALL BE STRAIGHT AND PATCHED AREAS ARE TO BE AS SQUARE AND RECTANGULAR AS iUNDERCUT TO THE CONCRETE SURFACE AT THE LIMITS OF THE REPAIR TO POSSIBLE 'PREVENT FEATHERING OF THE PATCH MATERIAL. IDO NOT CUT ANY (REINFORCING, EXCEPT AS ACCEPTED BY THE ENGINEER. 3, CONCRETE SHALL BE REMOVED USING A 15# CHIPPING HAMMER. 5 REMOVE ALL RUST AND SCALING OF THE REINFORCING THOROUGHLY BY 4, WHERE REINF❑RCEMENT IS EXPOSED BY CONCRETE REMOVAL, EXTRA SAND BLASTING 0R WIRE WHEELING. CAUTI❑N SHALL BE EXERCISED TO AV❑ID DAMAGING DURING REMOVAL OF ADDITI❑NAL UNSOUND CONCRETE. 6 'THOROUGHLY CLEAN THE EXPOSED CONCRETE SURFACE OF ALL TRACES F DIRT, GREASE, OIL DUST_. AND OTHER CONTAMINANTS WHICH MAY 0 D T, G ESE, , 5, _,_• IF RUST IS PRE -SENT ON REINF❑RCEMENT, .ADDITI❑NAL CONCRETE ,PREVENT PROPER BONDING OF THE REPAIR MATERIALS. SHALL BE'REMOVED UNTIL CLEAN, SOUND REINF❑RCEMENT AND CONCRETE IS FOUND AND COVERED WITH "SIKADUR 110, ARMATEK 7. THE -PREPARED CONCRETE SURFACE SHALL BE SATURATED SURFACE DRY` (SSD), BUT FREE OF STANDING WATER. APPLY A° BOND COAT OF SLURRY, 6, UPON REMOVAL OF ALL DAMAGED CONCRETE, AND PRI❑R TO STARTING (PREPARED WITH THE REPAIR CONCRETE," WITH A -STIFF BRISTLE BRUSH REPAIR, A REVIEW BY THE ENGINEER OF RECORD SHALL BE 'COVERING ALL EXPOSED STEEL AND ALL CONCRETE SURFACE AREAS 8. CSM ENGINEERING, LLC. SHALL BE AFFORDED THE OPPORTUNITY TO C❑NDUCTED, PROVIDE CONSTRUCTION OBSERVATION SERVICES DURING THE CONCRETE 8� WHILE SCRUB COAT IS STILL WET, PLACE REPAIR CONCRETE MIX DESIGN 7. ALL EXPOSED CONCRETE AND STEEL SHALL BE SAND -BLASTED OR RESTORATIONS AND REPAIR WORK OF THE STRUCTURAL RETAINING WALL. IIN ACCORDANCE WITH ACI 301 IN A CONTINUOUS POUR. WIRE WHEELED IN THE EVENT THAT CSM ENGINEERING, LLC. IS NOT RETAINED IN THIS CLEAN, A ZINC ANODE SHOULD BE INSTALLED TO BARE STEEL, THEN CAPACITY, CSM ENGINEERING, LLC. CAN ASSUME NO RESPONSIBILITY FOR 9� PERFORM REPAIRS IN ACCORDANCE WITH ICRI GUIDELINE 03730, GUIDE A THIN COAT OF PENETRATING EPDXY SEALER SHALL BE APPLIED THE CONSTRUCTION DEFECTS FOR THE RECOMMENDATIONS -PROVIDED IN THESE FOR SURFACE PREPARATION FOR THE REPAIR OF DETERIORATED OVER THE BARE METAL REINF❑RCEMENT IMMEDIATELY AFTER DOCUMENTS. 'CONCRETE RESULTING FROM REINFORCING STEEL CORROSION. SAND -BLASTING OR WIRE WHEELING. 9. ENGINEER SHALL BE NOTIFIED A MINIMUM OF 24 HOURS PRIOR TO ALL 8, THE CUT AREA OF THE CONCRETE SHALL BE CLEAN AND DRY PRI❑R OBSERVATIONS. C RING OF CONCRETE: TO COMMENCEMENT OF PATCHING. TYPICAL CONCRETE REPAIR 1, A L REPAIR' AREAS SHALL RECEIVE AN APPLICATION OF BURKE'"AQUA 9, REPAIR FOR SPACES LESS THAN 1 1/2" IN DEPTH' 1. CONCRETE SHALL BE REMOVED USING A 15 CHIPPING HAMMER. R SIN" MEMBRANE CURING COMPOUND AFTER FINISHING IN A) THE CONCRETE SURFACE AREA SHALL BE COATED WITH BLINDING # I ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND OR SIMILAR APPROVED AGENT AND ALLOWED TO COMPLETELY DRY 2 WHERE REINFORCEMENT IS EXPOSED BY CONCRETE REMOVAL, EXTRA CAUTION SHALL BE RECOMMENDATIONS OR APPROVED EQUAL. B) THE SPALLED AREA SHALL THEN BE FILLED WITH "SIKAT❑P 123" EXERCISED TO AVOID DAMAGING DURING REMOVAL OF ADDITIONAL UNSOUND CONCRETE. AND FINLSHED FLUSH WITH THE EXISTING CONCRETE SURFACE, 2.I ALL CONCRETE SHALL CURE A MINIMUM OF 28 DAYS PRIOR TO 3. IF RUST IS PRESENT ON REINFORCEMENT, ADDITIONAL CONCRETE SHALL BE REMOVED UNTIL APPLICATION OF ANY COATINGS OR A) THE FINISH CONCRETE SURFACE AREA SHALL BE SCRATCH C❑ATEE FINISHES. 10. REPAIR FOR SPALLS GREATER THAN 1 1/2" IN DEPTH; ' CLEAN, SOUND REINFORCEMENT AND CONCRETE IS FOUND. AND COVERED WITH SIKADUR 110,. I W/ "SIKAT❑P 123", ARMATEK" OR 'THOROC ZINC -RICH PRIMER". THIS WILL ONLY BE DONE AT THE ENGINEERS - 3. AN OBSERVATION SHALL BE CONDUCTED BY THE ENGINEER PRIOR TO APPLICATION OF ANY COATINGS ON THE CONCRETE. ANY CRACKS IN B) APPLY ANOTHER LAYER OF EPDXY GROUT DIRECTLY OVER THE DIRECTION. THE REPAIR AREAS SHALL BE REPAIRED IN ACCORDANCE WITH THE NEW SURFACE AND FLUSH W/ EXIST, SURFACE. 4. UPON REMOVAL OF ALL DAMAGED CONCRETE, AND PRIOR TO STARTING REPAIR, A REVIEW BY REQUIREMENTS FC!R;CRACK REPAIRS. REPAIR OF CRACKS SHALL BE AT THE ENGINEER OF RECORD SHALL BE CONDUCTED. NO ADDITIONAL COST TO THE OWNER. 5, ALL EXPOSED CONCRETE AND STEEL SHALL BE SAND BLASTED CLEAN OR WIRE WHEELED. A CONCRETE -BEAMS: ZINC ANODE SHOULD BE INSTALLED TO BARE STEEL. THEN A THIN COAT OF PENETRATING 1. C BAR: EPDXY SEALER SHALL BE APPLIED OVER THE BARE METAL REINFORCEMENT IMMEDIATELY AFTER 1. 1. TOR BAR AT INTERIOR SUPPORT (IN ADDITION TO TOP CONT. BARS) PLACE SAND BLASTING. IN SAME LAYER AS TOP CONT. BAR (U.N.O.). LOCATE AT RIGHT SUPPORT OF SPAN INDICATED IN SCHEDULE 6. THE CUT AREA OF THE CONCRETE SHALL BE CLEAN AND IN THE STATE OF "SSD" (SURFACE 2. 'D BAR: SATURATED 'DRY) PRIOR TO COMMENCEMENT OF PATCHING 2.1. TOP BAR AT EXTERIOR SUPPORT (IN ADDITION TO TOP CONT. BARS) PLACE IN SAME LAYER AS TOP CONT. BAR (U.N.O.) 3. E BAR: 3.1. DIAGONAL BAR AT EACH CORNER AND EACH SIDE OF BEAM TO COLUMN CONNECTION. BAR TO MAINTAIN 1-1/2" COVER. "D,. Bar Top Cont. 4. CLASS "B" TENSION SPLICE: Top Cont. Class "B" splice 4 - 24 Bar at mid span s - 30" Int. Bar "C" Bar 0.25 L1 0.25 L1 0.25 L2 0.25 L2 6 - 36" Oft. earT_� 7 - 45" 5. WHEN ADJACENT BEAMS OR TIE BEAMS HAVE TOP CONT. BARS OF DIFFERENT SIZE, a THE TRANSITION SHOULD BE MADE A7 MID SPAN OF THE BEAM WITH SMALLER to SCHEDULED , BARS. USE LAP SPLICE LENGTH OF SMALLER SIZE BAR. stirrups' stirrups 6. (20 INDICATES BARS PLACE IN TWO 'LAYERS. WHERE BARS ARE PLACED IN TWO 3" see schedule 3" a 3 seeschedule 3" 31, LAVERS, THE SECOND LAYER BARS MUST BE PLACED DIRECTLY UNDER BARS IN 11 THE FIRST LAYER OR DIRECTLY OVER BAR IN THE FIRST LAYER: PROVIDE 1" CLEAR col t1 (end span) Lz pntedor Span) Ir col 11 DISTANCE BETWEEN LAYERS OR ONE BAR DIAMETER, WHICHEVER IS THE GREATER DISTANCE. RE C. 0 v) ST. L.C1 . OCEANFRONT POOL PUMP ROOM RESTORATIONS NETTLES ISLAND 9803 S. OCEAN DRIVE JENSEN BEACH, FL 34957 3 IL F1191, MR E,NIEERI'N' CIVIL • STRUCTURAL MARINi GSM ENGINEERING, LLC 20B SW ❑LEAN BOULEVARD STUART, FL13RIDA 34994 a 772-220-4601 w: www.CSM-E.net CERTIFICATE OF AUTHORIZATION: 29057 THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EMPRESS WRITTEN PERMISSION AND CONSENT OF CSM ENGINEERING, LLC. THIS DOCUMENT, THE IDEAS, AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS PROPERTY OF CSM ENGINEERING, LLC AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CSM ENGINEERING, LLC. CSM ENGINEERING, LLC COPYRIGHT 02020 N F h li I c nie copy NOTES & COMMENTS BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE Ih' NSIBLE FOR THE COORDINATION OF ALL DIMENSIONS. p-. CALES INDICATED PERTAIN TO 24'X3r PLATS 1 2 3 4 5 DESIGNED BY: CHARLES DARDEN DRAWN BY: CHECKED BY: CHARLES DARDEN SCALE: AS SHOWN PROJECT: No. 76910 Q '• STATE OF ,QNAt- 7 CHARLES A DARDEN JR DATE FLORIDA REGISTERED PROFESSIONAL ENGINEER NO. 76910 SHEET NAME: GENERAL REPAIR NOTES SHEET J: 9 GAUGE DUR—O—WALL HORIZONTAL REINFORCEMENT RSE 8" X 8" X 16" CONCRETE MASONRY UNITS TYPICAL DUR-O-WALL DETAIL VERTICAL TO LINE UP FOR ALL FLOORS GROUT -FILLED CELLS - i FI—INSTALL 3000 PSI ("ICAL) TEMPORARY COVER 0 CLEANOUT DRILL 3/8" TO 1/2" WEEP HOLES IN EACH TEMPORARY CLEAN OUT COVER DRILL HOLES PRIOR TO INSTALLING COVERS. ..... _ _ .-..--.—'-,...._--. ....... ....... ..... THESE HOLES ARE TO BE INSPECTED AS CELLS ARE BEING PUMPED TO ENSURE _ CELLS ARE FILLED COMPLETELY. a _ _ 4 1/2" x 4 1/2" CUT MASONRY INSPECTION ,o & CLEAN -OUT HOLE DOWELS TO MATCH VERT. TYPICAL MASONRY FILLED CELL DETAIL SCALE: N.T.S. DEMOLITION LEGEND r 1. REMOVE DOOR AND DISCARD TO ALLOW FOR NEW DOOR 2. REMOVE EXISTING LOUVERS AND REPLACE 3. DEMO EXISTING CONCRETE ROOF AND BEAM & REPLACE 4. EXCAVATE 24" EXISTING CONCRETE. EXISTING BARS TO REMAIN. 5. DEMO EXISTING WALLS & COLUMNS 6, DEMO PORTION OF EXISTING FLOOR TO INSTALL NEW FOOTINGS 6'-3" DOOR SCHEDULE: DESIGNATION APPRO% OPENING SIZE (WxH) TYPE OUANTffY REMARKS MANUFACTURER PRODUCE APPROVAL N0. EVALUATION AGENCY EXPIRATION DATE MAX, DESIGN PRESSURE EXTERIOR: 1 8035 1 RANG DDDR 1 60 SCHIAGE I FL 14311.1.113 MIAMI DADE 12-31-2020 +70 PSF I —60 PSF IN -SWING DOOR METHOD OF ATTACHMENT 1/4" TAPCONS W/ MIN. 1-1/4" PENETRATION INTO CONCRETE & 2-1/2" MIN. EDGE DISTANCE 0 16" O.C. MAX. FOR HEAD WALL/THRESHOLD, AT 10.5" O.C. MAX. FOR JAMBS. CMODEL NUMBER IS STEEL CRAFT SZ GLASS TYPE IS N/A PANIC HARDWARE IS FALCON (F) 25-V ALLOWABLE DESIGN PRESSURE OF +/- 70 PSF I i J I .. I OP'l I FT3 rV 5 5 INSIDE THE HEATER OPEN ENCLOSURE CMU WALL PER PLANS INSTALL 1/2"'.. EXPANSION JOINT 16 BARS ® 24'O.C. MATERIAL ''.. SLOPE EXISTING SLAB TO EXISTING SLAB TO '.. �— REMAIN REMAIN OUTSIDE GRADE AT OPEN WALKWAY. Jo 3" 2'-0 O. (3) #5 BARS EACH WAY TIE NEW FOOTING INTO EXISTING NA (2) #5 CONT. BARS W/ MIN. 6" ''. EPDXY INTO EXISTING USING FOOTING F- 1 HILTI-RE500 ADHESIVE OR ENGINEER SCALE: 3/4" = 1'-0" APPROVED AND MIN. 18" INTO NEW EXISTING CMU WALL TO REMAIN NEW CMU FILLED CELL CONTRACTOR NOTES: 1. ELECTRICAL & PLUMBING MUST REMAIN OPERATIONAL DURING WORK. DETACH CONDUITS OR PIPING FROM THE WORK AREA AND SUPPORT IN PLACE. CONSTRUCTION MUST BE COMPLETED BY A LICENSED ELECTRICIAN. - 2. POOL PUMPS AND HEATERS MUST REMAIN OPERATIONAL DURING CONSTRUCTION. 3. CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONS TO SHORE AND PROTECT THE ELECTRICAL, PLUMBING, AND POOL PUMP/FILTRATION SYSTEMS. SUBMIT PLAN PRIOR TO COMMENCING WORK. t1^ 8j-4• 15'-3" PROPOSED ALTERATIONS SCALE: 1/2" = l'—O" ALL WALL CORNERS TO HAVE MINIMUM 3x FILLED CELLS AS SHOWN W-1 8" C.M.U. WALL WITH 1x #6 REBAR IN FULLY GROUTED CELL ® 32 ON CENTER MU W/ #5 BAR AT O.C. MAX. W/ FILLED CELLS WALL ONLY ALL CONCRETE TO BE F'c=4,000 PSI 8" x 8 CELL (FULLY GROUTED) REBAR = 1x — #6 PER PLANS (3) 8" x 8" CELL (FULLY GROUTED C2 l Ni REBAR REBAR = 1 x — #6 PER PLANS (4) 8" x 8" CELL (FULLY GROUTED) C3 REBAR = 1x — #6 PER PLANS L I OCEANFRONT POOL PUMP ROOM RESTORATIONS NETTLES ISLAND 9803 S. OCEAN DRIVE JENSEN BEACH, FL 34957 Im s z JEN G IN EER I INC, CIVIL STRUCTURAL • :MARINE CSM ENGINEERING, LLC 208 SW OCEAN E30ULEVARD STUART, FL13RIDA 34994 p o: 772-220-4601 w: www.CSM—E.net CERT ACATE OF AUTHORIZATION: 29057 THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF CSM ENGINEERING, LLC. THIS DOCUMENT, THE IDEAS, AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS PROPERTY OF CSM ENGINEERING, LLC AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CSM ENGINEERING, LLC. CSM ENGINEERING, LLC COPYRIGHT 02020 u I I hrY 8 F I fl d II � l I' r, REVIEWED FOR CODE COMPLIANCE ST" LUCIE COUNTY I' SOCC NOTES & COMMENTS ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE )PkMR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS. ALL SCALES INDICATED PERTAIN TO 24X36" PLOTS 1 2 3 4 DESIGNED BY: CHARLES DARDEN DRAWN BY: CHECKED BY: CHARLES DARDEN SCALE: AS SHOWN PROJECT $: j 1111IIdPt/ ©q,'''%,� .� �F i No. 76910 0 STATE OF t0R1DP.• \ �; CHARLES A DARDEN JR DATE FLORIDA REGISTERED PROFESSIONAL ENGINEER NO. 76910 SHEET NAME: WALL AND BEAM PLAN SHEET 1: S-2 R 3 wl m RB-1 RB-I PROPOSED CONCRETE ROOF PLAIN SCALE: 1/2" = 1'—O" ROOF SLOPE AND -HIGH AND LOW ROOFS SLOPE STAGGER WITH BOT� T MBARS EMP �TCLEAR, TYPICAL8" S #4 BARS AT TOP SLOPE 12" O.C.E.W. . a ? M =a ®12" O.0 TEMP BOTTOM 5@12' O.C. BOTTOM ONE WAY 6" TO 8,25" SLOPED CIP S❑LID ONE-WAY SLAB SECTION As o ALL HORIZONTAL BARS TO EXTEND INTO BEAM MIN. 6" ALL BARS SHALL BE rur #5 BOT. TEMP SUPPORT BOTTOM MAIN BARS GALVANIZED', FROM FACTORY. BARS AT 12" O.C. ON CHAIRS AT 36" O.C. MAX. BOTTOM MARK • #5 BARS AT 12" D.C. i RB-I& WB-I SEE TABLE FOR STEEL SIZE AND SPACING 12 CONCRETE CURB SECTION SCALE:. 1" = 1'-0" WB-1 SIMILAR ALL BARS GALVANIZED FROM FACTORY:. A „- OCEANFRONT POOL PUMP ROOM RESTORATIONS NETTLES ISLAND 9803 S. OCEAN DRIVE JENSEN BEACH, FL 34957 N G I N E E k IN CIVIL STRUCTURAL • MARINE CSM ENGINEERING, LLC 2138 SW OCEAN BOULEVARD STUART, FL13RIDA 34994 o: 772-220-4601 w: www.CSM—E.net CERTIFICATE OF AUTHORIZATION: 29057 THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF CSM ENGINEERING, LLC. THIS DOCUMENT, THE IDEAS, AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS PROPERTY OF CSM ENGINEERING, LLC AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CSM ENGINEERING, U.C. CSM ENGINEERING, LLC COPYRIGHT 02020 00 VIEWED FOh 40COMPLIANCE ST. UCIE COUNTY BOCC a I NOTES & COMMENTS ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS. ALL SCALES INDICATED PERTAIN TO 24'X3V PLOTS N 1 2 3 -- 4 -- -�' 5 n I DESIGNED BY: CHARLES DARDEN DRAWN BY: CHECKED BY: CHARLES DARDEN SCALE: AS SHOWN PROJECT 1: CLEN P No. 76910 — * * * r 0 '• STATE OF rIiHI1 - \0 Ca CHARLES A DARDEN JR _ DATE FLORIDA REGISTERED PROFESSIONAL ENGINEER NO. 76910 SHEET NAME: ROOF PLAN SHEET /: S-3 EDGE TERMINATION PER PRODUCT PRODUCT APPROVAL FL 16758-R12 ALUMINUM DRIP EDGE WITH KYNAR FINISH OVER PT NAILER -TYP. EDGE TERMINATION PER PRODUCT' PRODUCT APPROVAL FL 16758-R12 ALUMINUM DRIP EDGE WITH KYNAR FINISH OVER PT NAILER -TYP. WATERPROOFING UNDER TPO ROOF SYSTEM; PRODUCT APPROVAL TL 16758-R12 NEW #4 TOP BARS 12" 0C.E.W.� 1, NEW CONCRETE ROOF SLAB SLOPED 6" TO 8.25" PER PLAN 'SLOPE 2" G NEW #5 BOTTOM BARS RB-I 8"0.C.E.W GALVANIZED FROM FACTORY '.. -NEW CONCRETE BEAM PER SCHEDULE MIN. 3/8".STUCCO W/ NYLON EXISTING VERTICAL BAR TO REMAIN. LATH OVER 8" CMU -TYP. 4 COAT PER PLANS PRIME AND PAINT ,,-CLEAN OWNER TO SELECT COLOR FOR PAINT ALL NEW BARS TO BE GALVANIZED FROM FACTORY -TYP. ,,-EXISTING CMU TO REMAIN EDGE TERMINATION PER PRODUCT PRODUCT APPROVAL FL 16758-R12 3 T C 9'-0" rI'9A1rGCTC G17-11rlC' =C rT1r-1Ki .'�A" CONCRETE ROOF SCALE: 1/2" = RB-I d ALL VERTICAL BARS TO REMAIN. EXCAVATE CONCRETE & CLEAN AND COAT BARS USING SIKA-ARMATEC 110 EPOCEM -TYP. WATERPROOFING RETURN DOWNWARDSPAST FIRST BLOCK EXISTING CMU TO REMAIN File 4r OCEANFRONT POOL PUMP ROOM RESTORATIONS NETTLES ISLAND 9803 S. OCEAN DRIVE_ JENSEN BEACH, FL 34957 ENGiNEER,IN CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 208 SW OCEAN BOULEVARD STUART, FLORIDA 34994 o: 772-220-4601 w: www.CSM-E.net CERTIFICATE OF AUTHORIZATION: 29057 THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY FORM OR MANNER WHATSOEVER WTTHOUr FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF CSM ENGINEERING, LLC. THIS DOCUMENT, THE IDEAS, AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS PROPERTY OF CSM ENGINEERING, LLC AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CSM ENGINEERING, LLC. CSM ENGINEERING, LLC COPYRIGHT 02020 'SCM1tWED FOR DE COMPLIANCE LUCIE COUNTY Bocc NOTES & COMMENTS _ U ALL DIMENSIONS SHALL BE VERIFIED IN THE. FIELD BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS. ALL SCALES INDICATED PERTAIN TO 24X36" PLOTS 1 2 3 4 5 DESIGNED BY: CHARLES DARDEN DRAWN BY: CHECKED BY: CHARLES DARDEN SCALE: AS SHOWN PROJECT g: No. 76910 FAQ •• STATE OF r f(7f ��..... R -X € ��� COR10P.• \ �� IIIIII 1 pr 0 CHARLES A DARDEN JR DATE FLORIDA REGISTERED PROFESSIONAL ENGINEER NO. 76910 SHEET NAME: PROPOSED SECTIONS I SHEET 1: MENEM MEN , �`I- n4:,'. 3. ��msiF�3l�YuoYM s.... EXISTING 8" CMU TO REMAIN NEW CONCRETE ROOF SLAB AND BEAM -Z TOP ROOF \, NEW MIN. 3/8" STUCCO W/ NYLON — "T T..__ ." 9, _ 7" \, LATHE ALL WALLS RB-1 1r—e• ROOF FLASHING PER PRODUCT APPROVAL BEAM BEYOND PER PLANS TOP RB-1 8RODOF PRIME & PAINT a \�C C�C �C CSC C \ — s' ENTIRE BUILDING \ \ OWNER TO SELECT ". I COLOR RB-1 TOP ROOF . \ _ t OPEN I NEW DOOR I REMOVE AND REPLACE STUCCO WB-1 r PLANS LANS h { f- � n n - 7 4; I GRADE 0'-0" EXISTING STEPS L — — _ _ I _ — _ — — ------- — — — _ _ — — J BOTTOM OF PUMPROOM WEST ELEVATION -2'-0" SCALE: 1/2" = 1'-0" NEW CONCRETE ROOF SLAB AND BEAM PRIME & PAINT ENTIRE BUILDING OWNER TO SELECT EXISTING 8" CMU TO REMAIN COLOR TOP ROOF $„ CMU W/ #5 BARS 9 7n — — AT 32 O.C. -TYP. PRIME &' PAINT NEW CONCRETE ROOF SLAB AND BEAM ENTIRE BUILDING CRICKET OWNER TO SELECT 1" EXPANSION JOINT TOP ROOF COLOR W/ BACKER ROD _, Q 8, Dn AND CAULKING BOTH RB-1 NEW MIN. 3/8" STUCCO W/ NYLON SIDES —TYP. LATHE ALL WALLS —TYP. I ! _ ROOF TOPS,„ • a a s p' 'rt L wB-1 I _ I GRADE BOTTOM SLAB OF PUMP ROOM L—___ ---------------------J BOTTOM OFPUMPROOM EAST ELEVATION -2' - 0" SCALE: 1/2" = 1'—O• EXISTING 8° CMU TO REMAIN NEW MIN. 3 8" STUCCO W NYLON / / LATHE ALL, WALLS NEW CONCRETE ROOF SLAB AND BEAM PRIME & PAINT DECORATIVE CMU BLOCK TO MATCH EXISTING PRIME & PAINT SLOPE —► -� SLOPE ENTIRE BUILDING TOP ROOF OR BY OWNER; NO STUCCO ENTIRE BUILDING TOP ROOF RB-1 OWNER TO SELECT OWNER TO SELECTI — " — : — — — CRICKET COLOR NEW CONCRETE ROOF SLAB AND BEAM COLOR — SLOPE SLOPE — it TOP ROOF �� TOP ROOF '� I— < $,_D„ RB-1 < a —'.'---�. I. "I 8'_0• NEW MIN. 3 8" STUCCO W NYLON / / p f RB- LATHE ALL WALLS I 6 a .. F: ' F .CCCC 0 \ \� CCCDC I "" . .. r �.p n < .W ` SLOPE' ..:_. , ... TOP ROOF NEW 8" CMU COLUMNS C C (� / j� \ CC C l/�\ a. T OP ROOF ' n n 5 —7_ _ 5 —7 PER TANS P P r _ V C\C �/ \ .. r I WEI I CSC _ GRADE GRADE 0'-0" I I 0'-0„ BOTTOM OF PUMPROOM L_ --—— ————————— ——— — — — — —� BOTTOM OF PUMPROOM n -2, _ O —2 — o SOUTH': ELEVATION NORTH ELEVATION SCARE: 1/2" = 1'-0•', ':. SCALE: . 1/2"MEN OCEANFRONT POOL PUMP ROOM RESTORATIONS NETTLES ISLAND 9803 S. OCEAN DRIVE JENSEN BEACH, FL 34957 a 01, bow "ENG IN EERIi IN CIVIC •ufiRUCTURAI IMAi�"�� k CSM ENGINEERING LLC 208 SW OCEAN BOULEVARD STUART, FLORIDA`34994 o: 772-220-4601 w: www.CSM—E.net CERTIFICATE OF AUTHORIZATION: 29057 THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. THESE PUNS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF CSM ENGINEERING, LLC. THIS DOCUMENT, THE IDEAS, AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS PROPERTY OF CSM ENGINEERING, LLC AND 6 NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CSM ENGINEERING, LLC. CSM ENGINEERING, LLC COPYRIGHT 02020 a 1 1 a C, `I 1 i REVIEWED FOR CODE COMPLIANCE 3T. LUCIE COUNTY BOCK NOTES & COMMENTS ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS. ALL SCALES INDICATED PERTAIN TO 24'X36- PLOTS 2 4 5 DESIGNED BY: CHARLES DARDEN DRAWN BY: CHECKED BY: CHARLES DARDEN k SCALE: AS SHOWN PROJECT #: " ,� rr�:• ,�}CENSfi �I � No. 76910 �.0 . . jr Q STATE OF L(7�� QNAL CHARLES A DARDEN JR DATE FLORIDA REGISTERED PROFESSIONAL ENGINEER NO. 76910 SHEET NAME PROPOSED ELEVATIONS SHEET: S-5 INJECT CRACK WITH "SIKADUR 35 HI —MOD LV LPL" AS SPECIFIED DRILL J" DIA. HOLES AND INSTALL PORTS AT 8"O.C. ALONG ENTIRE LENGTH OF CRACK SEAL CRACKS AND SECURE PORTS\ �• WITH "SIKA HI —MOD GEL" VERTICAL CONIC CRACK REPAIR APPLY CAULK DAM ALON( LENGTH OF CRACK H Do ONTAL GRAVITY CONIC POUR NEAT MATERIAL (SIKADUR 32 HI —MOD OR APPROVED EQUAL) INTO PRE VEE—NOTCHED CRACK UNTIL CRACK IS COMPLETELY FILLED. SEAL UNDERSIDE OF SLAB PRIOR TO FILLING IF CRACK REFLECTS THROUGH K REPAI INTERIOR EXTERIOR SCALE: N.T.S. lx P.T. BUCK tu GALVANIC ANUUL SACRIFICIALY CORRODES L CORROSION PREVENTION DETAIL HIELD XP COLUMN REPAIR INSTALLATION SCALE: NTS NOTES 1. REMOVE DA'AGED CONCRETE AS WITH STANDARD REPAIR METHODS. 2• REPLACE/C EAN ',CORRODED REINFORCING STEEL 3. ENSURE ALL EXPOSED STEEL IS SECURELY FASTENED TOGETHER WITH TIE WIRE TO PROVIDE GOOR CONTINUITY 4. ATTACH GALVASHIIELD XP ANODES TO CLEAN REINFORCING STEEL AT SPACING OUTLINED IN CONTRACTOR SPECIFICATION. REFER TO GALVASHIED XP DATA SHEET FOR MAXIMUM SPACING GUIDLINES 5• POUR BACK REPAIR AREA WITH MATERIAL AS PER ENGINEER'S SPECIFICATIONS. — 1/2" GYPSUM WOOD BOARD —PT. WOOD (FURRING PT. W OD BLOCKING PER PANS DOOR FRAME PER PLANS PROPOSED DOOR (SEE PLAN FOR SIZE) TRIM —FLASHING/ ALANT SHALL EXTEND TO THE SURFACE OF THE EX ERIOR WALL FINISH AND SELF -ADHERED FLASHING S ALL COMPLY WITH AAMA 711. SIDING FINISH 8" C M.U. PER PLANS CONC. FILLED CELL. 1/4" DIA ANCHOR W/ 1-1/4" EMBED PER FL PRODUCT APP. -3" MIN. z i—INTERIOR FINISHES EXT. FINISH — SEE 'DOOR DETAILS �y" MAX. SHIM DOOR TYP. HEADER DETAIL DOOR SEALANT 1 P TYP, SILL DETAIL NOTE: MINIMUM EDGE DISTANCE FOR ANCHORS SHALL BE OF DOOR AND SHALL BE NON WATER -DEGRADABLE OR CO FOR FLASHING AND SEALANT. DOOR BUCK AT CM .INTERIOR FINISHES Y MAX. SHIM /�'...1/4" DIA. ANCHOR W/ 1-1/4" / EMBED PER FL PRODUCT APP. DOOR I 1z P.T. BUCK MIN. TYP JAMB DETAIL /4 TAP ON WITH 1-1/4" EMBED ER FL PRODUCT APP. (3) C NTINU US Y" BEADS OF SEALA TO !LEAN CONCRETE 3". SHIMS SH BE }" SHORTER THAN .DEPTH MPRESSI LE. SEE WATERPROOFING DETAIL U DETAIL EXISTING CONCRETE HOLLOW CORE ni 4NK ;e p x 4 SCRATCH COATED FILL WITH "SIKA TOP 123 PLUS" OR STO PATCH REPAIR MORTAR CR211 EXISTING REBAR/TENDON (TYP.) REPAIR IN ACCORDANCE WITH I.C.R.I. GUIDELINE No. 03730 OVERHEAD SPALLED CONCRETE REPAIR ADDITIONAL TOP COATS TOP COAT WITH AGGREGATE TO REFUSAL BACKROLLED INTO WET TOP COAT BASE COAT SUBSTRATE: CONCRETE OR LEVELING OVERLAY REPAIR PROCEDURE:. PRODUCTS SHALL BE SIKAGUARD FLEXCOAT SYSTEM UNLESS NOTED OTHERWISE. 1. ALLOW CONCRETE DECKS TO DRY FOR 48HRS MINIMUM WITHOUT RAINFALL. CONCRETE MUST BE VISIBLY DRY WITH MAXIMUM 4% MOISTURE CONTENT. IF REQUIRED BY THE ENGINEER. A MAT TEST SHALL BE PERFORMED ON ONE OR MORE DECKS PRIOR TO BASE COAT APPLICATION. TEST SHALL COVER AN AREA OF FOUR SQUARE FEET, MAT SHALL BE A 8MIL CLEAR POLYURETHANE SHEET, SEALED ALL AROUND WITH ADHESIVE `-1 TAPE AND IT SHALL REMAIN IN PLACE FOR A MINIMUM OF 16 HOURS. CONCRETE DECKS SHALL BE DRYCLEAN SOUND AND FREE OF ALL CONTAMINANTS WHICH MAY INTERFERE WITH ADHESION OR PROPER CURING. II! 2. APPLY BASE COAT TO TOP OF SLAB AND VERTICAL EDGES PER MANUFACTURERS SPECIFICATIONS AND ALLOW IT TO CURE BEFORE TOP COAT APPLICATION. EXTEND _ APPLICATION TO VERTICAL EDGE OF SLAB AND TO DRIP EDGE IF APPLICABLE. 3. AFTER SUFFICIENT CURE TIME, SURFACE DEFECTS SHALL BE REMEDIED, CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING PONDING AREAS WITH COATINGS.)(8" OR LESS. ALLOW IT TO CURE FOR 72 HOURS MINIMUM BEFORE OPENING THE BALCONY TO TRAFFIC. TOP COAT APPLIED PER MANUFACTURER'S SPECIFICATIONS. BROADCAST SILICA SAND IMMEDIATELY INTO THE WET TOPCOAT AND BACK ROLL TO EVENLY DISTRIBUTE THE AGGREGATE. TOP COAT TO BE COMPATABLE WITH BASE COAT. 4. APPLY FINAL TOP COATS (WHITE) PER MANUFACTURERS INSTRUCTIONS. SLAB WATERPROOFING FILLED CELL, SEE PLAN FOR REINF. (TYP.) . 174 MASONRY PROVIDE PREFAB. "L' JOINT REINFORCING AT ALL CORNERS PROVIDE PREFAB. "T" JOINT REINFORCING AT ALL T-INTERSECTIONS PLAN VIEW tj PLAN VIEW TYPICAL MASONRY DETAILS N.T.S. DETAIL -PLAN VIEW 4 CORNIFR REBAR ARRAN icy - I OCEANFRONT POOL PUMP! ROOM RESTORATIONS I NETTLES ISLAND 9803 S. OCEAN DRIVE JENSEN BEACH, FL 34957 EN iiNEC R iN CIVIL + STRUCTURAL MARINE' CSM ENGINEERINGy LLC 208 SW OCEAN BOULEVARD STUART, ,FLORIDA 34994 o: 772-220-4601 w: www.CSM—E.net CERTIFICATE OF AUTHORIZATION: 29057 THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY g FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE UPRESS WRITTEN PERMISSION AND CONSENT OF CSM ENGINEERING, LLC. THIS DOCUMENT, THE IDEAS, AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS PROPERTY OF CSM ENGINEERING LLC e AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CSM ENGINEERING, LLC. CSM ENGINEERING, LLC COPYRIGHT 02020 �a F I( i I g J �I v a h df kl I ( REVIEV, CODE COMPLL ST. LUCIE COUN'! BOCC 9 NOTES & COMMENTS ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF All DIMENSIONS. ALL SCALES INDICATED PERTAIN TO 24"X36" PLOTS 1 2 3 4 5 DESIGNED BY: CHARLES DARDEN DRAWN BY: ---._ CHECKED BY: CHARLES DARDEN SCAJE: AS SHOWN PROJECT fAt. lllyll1111ff7j7 DM No.76910 _ ^p i e�i ' STATE OF ((t�� @ 0 i '7, f <®NAIL AA C',!!.. CHARLES A DARDEN JR DATE FLORIDA REGISTERED PROFESSIONAL ENGINEER NO. 76910 I SHEET NAME { MISC. DETAILS SHEET 1:. S-6 N.T.S. I JM Single Ply Safety Strip OverTPO Membrane NOTES: L, REFER TD JOHNS I+IAWVILLE W EB$m8 (WLwajM.vYRJ FOR MOSI UP TO-ORTC YMFORMgT[QN. 2. PLEASE SEE SINQLE MY MASHRVE SPlY7P1'GYitXJ$TORA IEJLL OESSA]iRIW'OF" OLSTAUATMN BLSTRPCLTONS AND RFAU REMENM WHICH AM CONSIDERED APAU OFTHM UETXR_ 3. ANY CARPENTRY OR METAL. WORN SHOULD BE DESIGNED AND f.OWIRM-FED IN ACCORDANCE. WITH LOCAL CODE 90ry%OEMFATS ANO(OR PROJECT SPECIP(CATIONS THESE COMPONENTS SHOULD BE RMEWED AND APPROVED BY A URCENSED DERIGNPROFM WNAL 4. PAIRS MEMBRANE SURFACE PRIOR TO INSTALLING IN MINGLE PLY SAHETY STRIP S. MINMUT I7j lALLTNG JM MNQLE PL1F SAFET' }TRIP OVER SE.AM9 AND MEMS LUNE SPLICES WALL / —JM TPO MEMBRANE ADHERED • •T • ET TRS,. ,. •, P•� •R .... . . IEE •• i , R • 1 O iiui■■■iuiiiiiii�i■i■iiiiiuiiiii APPROVED DECK 7 NOTES: 1. REFER TO JOHNS MANVILLE WEBSITE (www.jm.COM) OR MIST UP-TO-DATE INFORMATION. 2. PLEASE SEE SINGLE PLY FLASHING SPECIFICATIONS FOR A FULL DESCRIPTION OF INSTALLATION INSTRUCTIONS AND REQUIREMENTS WHICH ARE CONSIDERED A PART OF THIS DETAIL 3. ANY CARPENTRY OR METAL WORK SHOULD BE DESIG14ED AND CONSTRUCTED IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS AND/OR PROJECT SPECIFICATIONS THESE COMPONENTS: SHOULD BE REVIEWED AND APPROVED BY A LICENSED DESIGN PROFESSIONAL. 4. JM TPO EDGE SEALANT IS REQUIRED ON ALL CUT OR NON -ENCAPSULATED EDGES OF REINFORCED MEMBRANE, THIS INCLUDES FACTORY CUT MEMBRANE (SEE DETAIL T-MS-01). 5. THIS DETAIL IS ALSO SUITABLE FOR TERMINATION 0FLEECE BACKED MEMBRANES. NON FLEECE BACK MEMBRANE IS REQUIRED FOR WALL FLASHINGS. BASE TIE-IN (FASTENER& PLATE) ON WALL RAWING NO. MEMBRANETYPE: I ISSUE DATE Io Namill s I mmaaNroaNNpor.Ncls tlaRersN P MW =1yil JM TPO 7-14-17 nrormaAmroro �VnesytliBcoaPRRTemsrtesslekns w Da.rNlaa upon by yo easa ,asut rzfi pfes al rry naennp tlesR.ana tlpw aaan R�iretl bybuigi,N A de cMh M mappl bl BV Wog res ro n5 ou ag Nry Co mran tlWh y T-FIN-B4 MAXIMUM GUARANTEE TERM SCALE @re M by obnsM Ile Ma IIaaIM1 kelNmN EW DETAIL 30YEAR N.T.B a�egaapotmadaagn ormabu laa.B gym rerialna apgaby Imes a�an iaa. fprll'15 Manville Metal Drip Edge with TPO Cover Tape 1 PEFERTO JOHNS HIMM I I E WEESITE (w•'M,'JMn M) FOR MOST W'TO.DATE 1PNORMATIQN. 2 PLEASE SEE SINGLE PLY'MASHINO SPECTF TIONS MR AFOIL OESORIPWN OF 1MMALLAMN INSTRUCTIONSAND KEOIJIREMENTS WHICH ARE CONSIDERED' A PART OF THIS DETAIL 3, ANY CARPENTRY OR METAL. WORK SHOULD SE DESGNED AND CONSTRUCTED M ACCORDANCE WITH LOCAL CODE REQUIREMENTS AND(OR: PROJECT SPECIFICATIONS. THEN! COMPONENTS SHOULD BE REVJEWED AND APPROVED BY A LLCENSED DE RGN PROFTSSIDNAL 4, JM TPO PEN PRIMER OR IM SINGLE PLY MEMBRANE PRIMER (LOW VCQ MUST BE APPLIED ON ALL 9uRFAC� O3MING. QITO CONTACT WITH AIND PEE48 STICK PRODUCTS. ROIIMEMBRANE WITH HAND ROLLO UNDER PRE$SUREAT SBSN. Maximum Guarantee Term 30Year Wood NailerAttachment NP-TT—S, 1. REFER TO JOHNS MANVILLE WEBSITE (www.Jm.wm) F'ORMOST UP-TO-DATE INFORMATION. PLEASE SEE SINGLE PLY FLASHING SPECIFICATWNS FOR A FULL DESCRIPTION OF 2, INSTALLATION INSTRUCTIONS. AND REQUIREMENTS WHICH ARE CONSIDERED A PART OF THIS DETAIL 3. ANY CARPENTRY OR METAL- WORK SHOULD BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH LOCAL CODE "UIRE(MENTS AND/OR PROJECT SPECIFICATIONS. THESE COMPONENTS SHOULD BE REVIEWED AND APPROVED BY A LICENSED DE516N. PROFESSIONAL. 4-84 fs ._ ENGINEERING F, X57gk',1ESS` WItAl." RN V KI, Ij UCT EVALU, . 7`€,0N REPORT w —`�-N.' m ar deal Pi EVALUNk, , .ram , August 10, 2017 Application Number: FL14311.1-R3 EX Project Number: 14-1937 Product Manufacturer: Corrim Company, LLC Manufacturer Address: 1870 Stillman Drive Oshkosh, WI 54901 Product Name & Description: Fiberglass Outswing Door Large and Small Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Community Affairs (Florida Building Commission) Rule Chapter 61 G20-3.005, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Sixth Edition (2017) and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. SubStal?tltl% Data: • PRODUCT EVALUATION DOCUMENTS EX drawing #14-1937 titled "Fiberglass Outswing Door", sheets 1-9, prepared by Engineering Express, signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. • TEST REPORTS Uniform static structural performance has been tested in accordance with ASTM E330-02 / TAS 202 test standards per test report(s) #0077-0311-05 (signed and sealed by Vinu J. Abraham, PE) by Hurricane Test Laboratory, LLC (HTL). Large missile impact resistance and cyclic loading performance have been tested in accordance with ASTM E1886-02 & E1996-02 / TAS 201 & 203 test standards per test report(s) #0077-0311-05 (signed and sealed by Vinu J. Abraham, PE) by Hurricane Test Laboratory, (LLC). Weathering performance has been determined in accordance with ASTM G26 and ASTM D638 test standards per test report #CCFD-00 1 -02-02 and CCFD-00 1 -02-01 (signed and sealed) b�JCharles L. Thomas, PE) by PRI Asphalt Technologies (PRI). - .�.. Self4gnition temperature, smoke density and rate of burning Origi l' glee I)id�for performance have been determined in accordance with ASTM D1929, D2843 and D635 standards per test report #ETC-04-7 15524.0 (signed and sealed by Joseph L. Doldan. PE) by ET Laboratories (ETC). Fcar�l L.. Bennardo --�z. # i 4054fTATEOFA.. 15E 160 SW PHONE:v(954)5354 0660 UITE 106, D FAX: EERFELD (954)A354-1`Yy4 NAL `%k���` ENGINEERINGEXPRESS.CQFt 1111 "O V:WRO.ECT5114-16378,MRC-UPDATE FL14311(11-COR-D003) STH EDmON FBCLWPI2)17 FBC UPOATE114iQMEVAL-MiQ/1.1.000 p� O 0 EA n U N3'EHIAVLl1P.SP LJ M F! ROOM RESTORATIONS NETTLES ISLAND 9803 S. OCEAN DRIVE JENSEN'BEACH, FL 34957 E'GIEE R NG CIVIL „* STRUCTURAL' MARINE CSM ENGINEERING, LLC ZOEI SW OCEAN BOULEVARD STUART, FLORIDA 34994 o: 772-220-4601 w: www.CSM—E.net CERTIFICATE OF AUTHORIZATION: 29057 THE ENGINEER HEREBY EXPRESSLY RESERVES HIS/HER COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, COPIED, OR ASSIGNED TO ANY THIRD PARTY IN ANY t FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF CSM ENGINEERING, LLC. THIS DOCUMENT, THE IDEAS, AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS PROPERTY OF CSM ENGINEERING, LLC AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CSM ENGINEERING, LLC. CSM ENGINEERING, LLC COPYRIGHT 02020 t i s REVL CODE COMPLIANT: ST. LUCIE COUNTY BOCC p i I i 3 NOTES & COMMENTS i ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL DIMENSIONS. fi ALL SCALES INDICATED PERTAIN TO 24 X36- PLOTS 2 3 4 E i 5 ? DESIGNED BY: CHARLES DARDEN DRAWN BY: CHECKED BY: CHARLES DARDEN SCALE: AS SHOWN PROJECT \Y\\\11IIIIt/t A. D,gR�F.,, •�����S �� Q�'.•'Y.IGENSF .,� i t l No.76910 _ If Qj Q.'• STATE OF 40 :' .�L��_ ���. .FLORTDP;Cad CHARLES A DARDEN JR DATES FLORIDA REGISTERED PROFESSIONAL ENGINEER NO. 76910 SHEET NAME: MISC. DETAILS SHEET 1: S-7