The URL can be used to link to this page

Home My WebLink AboutPUMP ROOM RESTORATIONS)DES AND STANDARDS THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES: 1.1. FLORIDA BUILDING CODE 2017, FBC EXISTING 2017, ASCE 7-10, ASD, AISC, & CITY OF MIAMI BEACH CODE OF ORDINANCES. 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. IMENSION NOTES: 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 V ALL LOCAL AND OSHA REQUIREMENTS. DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED IN ACCORDANCE WITH DETAILS SHOWN FOR SIMILAR CONDITIONS AND MATERIAL. OUNDATION NOTES: 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. 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. TRUCTURAL DESIGN CRITERIA: TOTD CHAPTERS T, -2,-26, Sc 28 OF ASCE 7-10 VELOCITY 170 MPH; ULTIMATE WIND SPEED VELOCITY 132 MPH; NOMINAL WIND SPEED SURE "D"; ENCLOSED DESIGN 73 PSF 1.03 DA HEIGHT & EXPOSURE FACTOR 1.47 SLOPE 18.4' COMBINATIONS ASCE 7-10 CHAPTER 2A DL+LL; DL+0.6WL; 0.6DL+0.6WL NAL PRESSURE COEFFICIENT +/-0.18 PER TABLE 26.11-1 CATEGORY II LIVE LOAD 20 PSF DEAD LOAD 30 PSF (20 PSF TOP, 10 PSF BOT) -CTION CRITERIA: = L/360 DEAD + LIVE = L/240 WIND (EXTERIOR WALLS) = L/240 FRAME: HORIZONTAL LOAD +63 PSF 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. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND BE AWARE OF ALL EXISTING CONDITIONS AND INTERFERENCES. THE CONTRACTOR SHALL CHECK CONDITION FOR EXISTING WIRING INSULATION AND NOTIFY THE OWNER, ARCHITECT, OR ENGINEER OF ANY DANGEROUS CONDITIONS. THE CONTRACTOR IS TO COMPLETELY REMOVE AND DISPOSE OF ALL ITEMS AND THAT ARE SO INDICATED ON THE PLANS WITH THE OWNERS APPROVAL. N6 \ 5?ti `5.0 , 5`f' ,,.IN 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 �15 536 5gA -10 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. b ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE FIELD VERIFIED BY THE CONTRACTOR/INSTALLER. 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. 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 ,569 NETTLES ISLAND_ OCEANFRONT PUMP ROOM RESTORATIONS H U T C H I N S 0 N ISLAND SOUTH 'o 4 N i p1r m 0 da F �< Shuckers Q °oq i !Icttlgy ehp land ,a a Q Nettles Island Marina F(� N O io 51 O LOCATION MAP NOT TO SCALE PROJECT LOCATION ENLARGED LOCATION MAP NOT TO SCALE ':5eE ..fir S; ....:. .5:T1 �1 . C¢t4eETE; F12 5 , 5.6� 0�— a �� •• ,. 'sRl Z,y853A .5 5'P .5S g, Aq3 & 5� w s. 5.. Aq2 5pZ gp5 3h3�19 � 5 Al 55R �8 � g b1E b;6fr EIECRaC era« PA1£Ri LIFT STATION POOL BUILDING SITE SURVEY LOCATION MAP NOT TO SCALE PROJECT LOCATION PROJECT LOCATION I� 142.56'(C) 3LACH ARFA n STRUCTURAL CONSTRUCTION PLANS 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 A D SC M F CT ER DETAILS C—R QnnQ DQnnl ITT ADDQn\/AI QD�-rc OCEANFRONT POOL PUMP ROOM RESTORATIONS NETTLES ISLAND 9801 S. OCEAN DRIVE JENSEN BEACH, FL 34957 csm ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 206 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 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 PERIOT SET: -3-2020 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 1Q ENSIGNS PER FOR 8-25-2020 DESIGNED BY: HARLES DARDEN DRAWN BY: CHECKED BY: HARLES DARDEN SCALE: AS SHOWN PROJECT �: A. DA6 \CE,0 , ��\Q`�•' •. i rP. I gr`�1��signed C h a d $ A..A..r charles A. "Dardef. Dar . JrA EDTate: 0.08.26 F�S.F<oRO§•>-04'00' CHARLES A DARDEN AR DATE FLORIDA REGISTERED PROFESSIONAL ENGINEERI N0. 76010 SHEET NAME: COVER SHEET sHEEr #: 0 GENERAL NOTES: 1. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE & EXISTING FBC 2017; 6TH EDITION AND ASCE SHALL VERIFY ALL DIMENSIONS AND CONDITIONS CONSTRUCTION HAS BEGUN. ALL OBSERVED DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER. DESIGN LOADS: ALL LOADS ARE EXISTING TO REMAIN; NO NEW LOADING ONLY REPAIRS. ACI "CONCRETE REPAIR MANUAL LATEST EDITION. ACI 311. RECOMMENDED PRACTICE FOR CONCRETE INSPECTION . IACI 304R, "GUIDE FOR MEASURING, MIXING, AND PLACING CONCRETE".I 4a. THE MIX DESIGN SHALL MEET THEFOLLOWING INIMUM UI M N : COMPRESSIVE STRENGTH : 5000 PSI MIN. LU AIR CONTENT: 4% TO 6% OPTIONAL WATER/CEMENT RATIO: 0.40 PUMPABLE PEA -ROCK MIX MAX. COARSE AGGREGATE : 3/8" TO 3H 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. EMBOSSED SEAL OF AN ENGINEER EMPLOYED BY CSM ENGINEERING, LLC ANY CHANGES TO THE DOCUMENTS MUST HAVE THE WRITTEN CONSENT 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. CSM ENGINEERING, LLC. SHALL BE AFFORDED THE OPPORTUNITY TO PROVIDE CONSTRUCTION OBSERVATION SERVICES DURING THE CONCRETE RESTORATIONS AND REPAIR WORK OF THE STRUCTURAL RETAINING WALL. IN THE EVENT THAT CSM ENGINEERING, LLC. IS NOT RETAINED IN THIS CAPACITY, CSM ENGINEERING, LLC. CAN ASSUME NO RESPONSIBILITY FOR THE CONSTRUCTION DEFECTS FOR THE RECOMMENDATIONS PROVIDED IN TH DOCUMENTS. ENGINEER SHALL BE NOTIFIED A MINIMUM OF 24 HOURS PRIOR TO ALL CONCRETE SHALL BE REMOVED USING A 15# CHIPPING HAMMER. WHERE REINFORCEMENT IS EXPOSED BY CONCRETE REMOVAL, EXTRA CAUTION SHALL BE EXERCISED TO AVOID DAMAGING DURING REMOVAL OF ADDITIONAL UNSOUND CONCRETE. IF RUST IS PRESENT ON REINFORCEMENT, ADDITIONAL CONCRETE SHALL BE REMOVED UNTIL CLEAN, SOUND REINFORCEMENT AND CONCRETE IS FOUND AND COVERED WITH "SIKADUR 110, ARMATEK" OR "THOROC ZINC -RICH PRIMER". THIS WILL ONLY BE DONE AT THE ENGINEERS DIRECTION. UPON REMOVAL OF ALL DAMAGED CONCRETE, AND PRIOR TO STARTING REPAIR, A REVIEW BY THE ENGINEER OF RECORD SHALL BE CONDUCTED. ALL EXPOSED CONCRETE AND STEEL SHALL BE SAND BLASTED CLEAN OR WIRE WHEELED. A ZINC ANODE SHOULD BE INSTALLED TO BARE STEEL. THEN A THIN COAT OF PENETRATING EPDXY SEALER SHALL BE APPLIED OVER THE BARE METAL REINFORCEMENT IMMEDIATELY AFTER SAND BLASTING. THE CUT AREA OF THE CONCRETE SHALL BE CLEAN AND IN THE STATE OF "SSD" (SURFACE SATURATED DRY) PRIOR TO COMMENCEMENT OF PATCHING READY -MIXED CONCRETE SHALL BE MIXED IN ACCORDANCE WITH ACI 304 AND DELIVERED IN ACCORDANCE WITH ASTM C94. SELECT PROPORTIONS FOR NORMAL WEIGHT CONCRETE IN ACCORDANCE WITH ACI 301. CONCRETE SHALL BE CONVEYED FROM MIXER TO PLACE OF FINAL DEPOSIT BY METHODS THAT WILL PREVENT SEPARATION OR LOSS OF MATERIAL. 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. DURING HOT WEATHER, PROPER ATTENTION SHALL BE GIVEN TO INGREDIENTS, PRODUCTION METHODS, HANDLING, PLACING, PROTECTION AND CURING TO PREVENT EXCESSIVE CONCRETE TEMPERATURES OR WATER EVAPORATION THAT MAY IMPAIR REQUIRED STRENGTH OR CONCRETE REPAIRS SHALL BE PROVIDED FOR THOSE AREAS IDENTIFIED WITH SPALLING, DETERIORATION, AND UNACCEPTABLE CONCRETE. 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 SPALLING OF CONCRETE WHICH IS TO REMAIN. THE AREA OF CONCRETE TO BE REMOVED SHALL EXTEND ALONG THE LENGTH OF THE REINFORCING, BEYOND THE LIMITS OF THE REINFORCING DETERIORATION A MINIMUM OF 2" INTO SOUND CONCRETE. PROVIDE A Y2" MINIMUM DEPTH SAW -CUT, PERPENDICULAR OR SLIGHTLY UNDERCUT TO THE CONCRETE SURFACE AT THE LIMITS OF THE REPAIR PREVENT FEATHERING OF THE PATCH MATERIAL. DO NOT CUT ANY REINFORCING, EXCEPT AS ACCEPTED BY THE ENGINEER. REMOVE ALL RUST AND SCALING OF THE REINFORCING THOROUGHLY BY SAND BLASTING OR WIRE WHEELING. THOROUGHLY CLEAN THE EXPOSED CONCRETE SURFACE OF ALL TRACES OF DIRT, GREASE, OIL, DUST, AND OTHER CONTAMINANTS WHICH MAY PREVENT PROPER BONDING OF THE REPAIR MATERIALS. THE PREPARED CONCRETE SURFACE SHALL BE SATURATED SURFACE DRY (SSD), BUT FREE OF STANDING WATER. APPLY A BOND COAT OF SLURRY, PREPARED WITH THE REPAIR CONCRETE, WITH A STIFF BRISTLE BRUSH COVERING ALL EXPOSED STEEL AND ALL CONCRETE SURFACE AREAS. WHILE SCRUB COAT IS STILL WET, PLACE REPAIR CONCRETE MIX DESIGN IN ACCORDANCE WITH ACI 301 IN A CONTINUOUS POUR. PERFORM REPAIRS IN ACCORDANCE WITH ICRI GUIDELINE 03730, GUIDE FOR SURFACE PREPARATION FOR THE REPAIR OF DETERIORATED ALL REPAIR AREAS SHALL RECEIVE AN APPLICATION OF BURKE "AQUA RESIN" MEMBRANE CURING COMPOUND AFTER FINISHING IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS OR APPROVED EQUAL. ALL CONCRETE SHALL CURE A MINIMUM OF 28 DAYS PRIOR TO APPLICATION OF ANY COATINGS OR FINISHES. AN OBSERVATION SHALL BE CONDUCTED BY THE ENGINEER PRIOR TO APPLICATION OF ANY COATINGS ON THE CONCRETE. ANY CRACKS IN THE REPAIR AREAS SHALL BE REPAIRED IN ACCORDANCE WITH THE REQUIREMENTS FOR CRACK REPAIRS. REPAIR OF CRACKS SHALL BE AT '.C.' Bar — "El" Be Top Cont. "E" Bar Int. Bar 0.25 L1 0.25 L1 =°o I ott. Bar IN U a stirrups 3" see schedule 3" col L1 (End Span) Top Cont. Class "B" splice at mid span "C" Bar 0.25 L2 0.25 L2 stirrups 3 see schedule 3" L2 (Interior Span) col 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. 5. WHERE THE REMOVAL OF CONCRETE TO ACHIEVE THE REQUIRED LAP LENGTH IS NOT PRACTICAL AS DETERMINED BY THE ENGINEER, BAR DEVELOPMENT CAN BE ACHIEVED BY EMBEDDING THE REINFORCING INTO SOUND CONCRETE A MINIMUM OF 9" WITH SIKADUR 35, HMLV, A HIGH STRENGTH EPDXY GROUT. 6. REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 MINIMUM AND TYPICAL SPALLED CONCRETE REPAIR CONCRETE SURFACES, USING A HAMMER, UPON L❑CATI❑N OF THE LOOSE CONCRETE A DISTINCT HOLLOW SOUND WILL BE HEARD; THESE AREAS SHALL BE MARKED WITH CHALK OR PAINT BY THE ENGINEER. DELAMINATED, SPALLED, AND UNSOUND CONCRETE AREAS SHALL HAVE THEIR MARKED B❑UNDARIES SAW -CUT TO A MINIMUM OF DEPTH OF 1" INT❑ THE CONCRETE SURFACE, ALL EDGES SHALL BE STRAIGHT AND PATCHED AREAS ARE TO BE AS SQUARE AND RECTANGULAR AS POSSIBLE. CONCRETE SHALL BE REMOVED USING A 15# CHIPPING HAMMER. WHERE REINF❑RCEMENT IS EXPOSED BY CONCRETE REMOVAL, EXTRA CAUTION SHALL BE EXERCISED TO AVOID DAMAGING DURING REMOVAL OF ADDITI❑NAL UNSOUND CONCRETE. IF RUST IS PRESENT ON REINFORCEMENT, ADDITIONAL CONCRETE SHALL BE REMOVED UNTIL CLEAN, SOUND REINF❑RCEMENT AND CONCRETE IS FOUND AND COVERED WITH "SIKADUR 110, ARMATEK', UPON REMOVAL OF ALL DAMAGED CONCRETE, AND PRI❑R TO STARTING REPAIR, A REVIEW BY THE ENGINEER OF RECORD SHALL BE CONDUCTED. ALL EXPOSED CONCRETE AND STEEL SHALL BE SAND -BLASTED OR WIRE WHEELED CLEAN, A ZINC ANODE SHOULD BE INSTALLED TO BARE STEEL. THEN A THIN COAT OF PENETRATING EPDXY SEALER SHALL BE APPLIED OVER THE BARE METAL REINFORCEMENT IMMEDIATELY AFTER SAND -BLASTING OR WIRE WHEELING. THE CUT AREA OF THE CONCRETE SHALL BE CLEAN AND DRY PRI❑R TO COMMENCEMENT OF PATCHING. REPAIR FOR SPALLS LESS THAN 1 1/2' IN DEPTH: A) THE CONCRETE SURFACE AREA SHALL BE COATED WITH B❑NDING OR SIMILAR APPROVED AGENT AND ALLOWED TO COMPLETELY DRY, B) THE SPALLED AREA SHALL THEN BE FILLED WITH "SIKATOP 123' AND FINISHED FLUSH WITH THE EXISTING CONCRETE SURFACE. 10. REPAIR FOR SPALLS GREATER THAN 1 1/2' IN DEPTH: A) THE FINISH CONCRETE SURFACE AREA SHALL BE SCRATCH COATED W/ "SIKAT❑P 123 B) APPLY ANOTHER LAYER OF EPDXY GROUT DIRECTLY OVER THE CONCRETE BEAMS: 1.1. TOP BAR AT INTERIOR SUPPORT (IN ADDITION TO TOP CONT. BARS) PLACE IN SAME LAYER AS TOP CONT. BAR (U.N.O.). LOCATE AT RIGHT SUPPORT OF SPAN INDICATED IN SCHEDULE 2. "D" BAR: 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. 4. CLASS "B" TENSION SPLICE: #4 - 24" #5 - 30" #6 - 36" #7 - 45" 5. WHEN ADJACENT BEAMS OR TIE BEAMS HAVE TOP CONT. BARS OF DIFFERENT SIZE: THE TRANSITION SHOULD BE MADE AT MID SPAN OF THE BEAM WITH SMALLER SCHEDULED BARS. USE LAP SPLICE LENGTH OF SMALLER SIZE BAR. 6. (2L) INDICATES BARS PLACE IN TWO LAYERS. WHERE BARS ARE PLACED IN TWC LAYERS, THE SECOND LAYER BARS MUST BE PLACED DIRECTLY UNDER BARS IN THE FIRST LAYER OR DIRECTLY OVER BAR IN THE FIRST LAYER. PROVIDE 1" CLEAR DISTANCE BETWEEN LAYERS OR ONE BAR DIAMETER, WHICHEVER IS THE GREATER OCEANFRONT POOL PUMP ROOM RESTORATIONS NETTLES ISLAND 9801 S. OCEAN DRIVE JENSEN BEACH, FL 34957 Csm ENGINEERING 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 WITHOUT FIRST OBTAINING THE EXPRESS WRTTEN 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 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 0 0 0 DESIGNED BY: HARLES DARDEN DRAWN BY: CHECKED BY: HARLES DARDEN SCALE: AS SHOWN PROJECT �: AT DAB \P�� 'E' 9� signed C h a rf �� 5' A.7by Charles A. s 'Dardep. Da rd40.. J; Date: 0.08.26 ' F`°Al 6-04'00' CHARLES A DARDEN JR DATE FLORIDA REGISTERED PROFESSIONAL ENGINEERI N0. 76010 SHEET NAME: IGLNERAL REPAIR N sHFFr #: S-1.1 DOOR SCHEDULE: ESIGNATION APPROX OPENING SIZE (WzH) I TYPE QUANTfTY MARKS ANUFACTURER APPROVAL N0. EVAGENCON EXPDIRAEION PRESSUREN EXTERIOR: Eu I NWI ISN1NG DOOR SCNLAGE R 14311.1.R3 I IMIAMI DADE I 12-31-2020 I +70 P -50 PSF IN -SWING DOOR METHOD OF ATTACHMENT 1/4" TAPCONS W/ MIN. 1-1/4" PENETRATION INTO CONCRETE & 2-1/2" MIN. EDGE DISTANCE ® 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 FOOTING F-2 SCALE: 3 4 = 1 -0 EXISTING PLAN WITH Li SCALE: 1/2" = 1'-0" 11-11 NEW CMU FILLED CELL SIZE OF BUILDING OTAL ROOF i ® Al 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 NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO WORK 6'-3° as 0 XISTING CONC 0 0 01 5-0" DECORATIVE BLOCK ° d d ° d d ° d d d 4 d O � a � � Q 4 4 a ° NEt 5" SLAB W/ FIBER d Q a O 4 d d I® FILL D IV INK SEE ELEVATIONS S-5 d 4 d '01 d I w 1 d p [0,011 I ° 4 d 4a O dl° 4 a 4I °d I d XISTING CONCRETE SLAB TO REMAINa a a d d 2 4 6'-4" d a 4 a . d El El EXISTING STAIRS TO REMAIN NEW EXHAUST FAN FINAL 0 El LOCATION PER NETTLES EXISTING CMU WALL TO REMAIN EXISTING CONCRETE SLAB TO REMAIN N XISTING FOUNDATION TO REMAIN 3 � 3 O 3 � El El - I l 0 El El El oa o ao 8'-4" PROPOSED ALTERATIONS SCALE: 1 2 = V-0" � WALL SCHEDULE 8" C.M.U. WALL WITH 1x #6 REBAR IN FULLY GROUTED CELL @ 32" ON CENTER n N I8" CMU W/ #5 BAR AT 32" O.C. MAX. W/ FILLED CELLS THIS WALL ONLY O COLUMN SCHEDULE ALL CONCRETE TO BE F'c=4,000 PSI C1 8" x 8" CELL (FULLY GROUTED) REBAR = ix — #6 PER PLANS 0 O (3) 8" x 8" CELL (FULLY GROUTED) Q REBAR = ix — #6 PER PLANS (4) 8" x 8" CELL (FULLY GROUTED) L 00 REBAR =ix — #6 PER PLANS OCEANFRONT POOL PUMP ROOM RESTORATIONS NETTLES ISLAND 9801 S. OCEAN DRIVE JENSEN BEACH, FL 34957 csm ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 206 SW OCEAN BOULEVARD STUART, FLORIDA 34994 o: 772-220-4601 w: www.CSM—E.net :2:905]7 CERTIFICATE OF AUTHORIZATION: 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 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 0 ENSIGNS PER FOR 8-25-2020 DESIGNED BY: HARLES DARDEN DRAWN BY: CHECKED BY: HARLES DARDEN SCALE: AS SHOWN PROJECT �: r? ` ' Ti�igi>signed by C h a rfOs A rE'IlarlOs* Darden - :• 'Jr. Da rcf ;i'..J�:Date,..- 10.08.26 �O•�'�-04'00' CHARLES A DARDEN JR DATE FLORIDA REGISTERED PROFESSIONAL ENGINEER N0. 76910 SHEET NAME: WALL AND BAM AN sHEEr N: S-2 9'-0" — WB-1 FRB-1 RB-1 FRB-1 PROPOSED CONCRETE ROOF PLAN SCALE: 1/2" = 1'-0" SLOPE 8" #4 BARS AT I SLOPE 12' O.C.E.W. o �= I '- #5 BOT. TEMP BARS AT 12" O.C. #5 BARS AT 12" O.C. 1211 CONCRETE CURB SECTION SCALE: 1" = 1'-0" ROOF SLOPE AND WIND PRESSURES -HIGH AND LOW ROOFS SCALE: 1 2 = 7-7 #4�12" O.C.E.W. TOP TEMP STAGGER WITH BOTT M BARS ®12" O.0 TEMP BOTTOM AY 6" T❑ 8,25' SLOPED CIP S❑LID ONE—WAY SLAB SECTI❑N ALL HORIZONTAL BARS TO EXTEND INTO BEAM MIN. 6" ALL BARS SHALL B SUPPORT BOTTOM MAIN BARS GALVANIZED FROM FACTORY. ON CHAIRS AT 36" O.C. MAX. 8' 1)/2" CLEAR, TYPICAL TOP • BOTTOM MARK RB-1 & WB-1 MARK TOP OF BEAM SIZE WxD REINFORCING STEEL TOP MIDDLE BOTTOM #3 STIRRUPS REMARKS RB-1 VARIES I " x 12" 112 # 5 — 2 # 5 24° O.C. 8" OVER OPENINGS WB-1 SIMILAR ALL BARS GALVANIZED FROM FACTORY. OCEANFRONT POOL PUMP ROOM RESTORATIONS NETTLES ISLAND 9801 S. OCEAN DRIVE JENSEN BEACH, FL 34957 csm ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 208 SW OCEAN BOULEVARD STUART, FLORIDA 34994 o: 772-220-4601 w: www.CSM—E.net CERUICATE 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 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 1Q ENSIGNS PER FOR 8-25-2020 DESIGNED BY: HARLES DARDEN DRAWN BY: CHECKED BY: HARLES DARDEN SCALE: AS SHOWN PROJECT �: �, 1111111//, ?. dig+1�t signed V; Cha rigs A.•.6by ChajFpS A. Dardelllr. Da rdd'. �1^:=r�ate;�o.os.26 %Fss/FGORIQ�' 7-04'00' �NAI „,, CHARLES A DARDEN JR DATE FLORIDA REGISTERED PROFESSIONAL ENGINEERI N0. 76910 SHEET NAME: R LA SHEET #: S-3 /rj jV 1. INSTALL 2x4 PT LUMBER AROUND PERIMETER PER PLANS � u � 2 INSTALL JM 1.5' ENERGY-3 ISO INSULATION USING TWO PART URETHANE ADHESIVE 3. INSTALL JM 60 MIL SINGLE PLY WHITE TPO MEMBRANE SYSTEM USING JM LOW VOC ADHESIVE, MEMBRANE PRIMER, T-JOINT PATCH, CUT EDGE SEALANT, AND A COVER TAPE PT TIMBER EDGE NAILER 4. INSTALL DRIP EDGE PER PLANS WATERPROOFING UNDER TPO ROOF NEW CONCF SYSTEM; PRODUCT APPROVAL SLOPED 6" VECT TO CONCRETE ROOF SLAB W/ 1/4"0 TAPCONS 1 AT 12 CC. MAX. FL 16758-R12 FINISH OVER PT NAILERI CONNECT TO CONCRETE ROOF SLAB W/ 1/4"0 TAPCONS a• • a • d• • a •a a • i a • • a a o4 NEW #5 BOTTOM BARS RB-1 8"O.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. CLEAN & COAT PER PLANS PRIME AND PAINT OWNER TO SELECT COLOR FOR a PAINT ALL NEW BARS TO BE GALVANIZED FROM FACTORY -TYP. v v 9'-01, CONCRETE ROOF SECTION IIAII CALE: 1" = 1'-0 SLOPE 2" CONCRETE ROOF SECTION IIBII SCALE: 1/2" = 1'-0" EXCAVATE CONCRETE & CLEAN AND COAT BARS USING SIKA-ARMATEC 110 EPOCEM -TYP. WATERPROOFING RETURN DOWNWARDS PAST FIRST BLOCK OCEANFRONT POOL PUMP ROOM RESTORATIONS NETTLES ISLAND 9801 S. OCEAN DRIVE JENSEN BEACH, FL 34957 csm ENGINEERING CIVIL • STRUCTURAL • MARINE CSM ENGINEERING, LLC 20S 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 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 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 1Q ENSIGNS PER FOR 8-25-2020 DESIGNED BY: HARLES DARDEN DRAWN BY: CHECKED BY: HARLES DARDEN SCALE: AS SHOWN PROJECT �: \X 11111111 L2TX, A. DAR igned by C h a rf- 5 A,76harles kDarden Da rd" . J�,,Nte:.2 .08.26 .FtoT ;2-04'00' S20NAl-1E?.. CHARLES A DARDEN JR DATE FLORIDA REGISTERED PROFESSIONAL ENGINEER NO. 76910 SHEET NAME: IN SHEET #: S-4 I I BOTTOM SLAB OF PUMP ROOM L J EAST ELEVATION SCALE: 1/2" = 1'-0" SOUTH ELEVATION SCALE: 1/2" = 1'-0" EXISTING 8" CMU TO REMAIN NEW CONCRETE ROOF SLAB AND BEAM VXIbIING 101' HOO�j 5� TO REMAIN TOP DOOR 5� 6 -8 REMOVE AND REPLACE STUCCO :I171[ITLi1TiY1PI�CZII1]bl , NEW MIN. 3/8" STUCCO W/ NYLON LATHE ALL WALLS DECORATIVE CMU BLOCK TO MATCH EXISTING PRIME & PAINT SLOPE OR BY OWNER; NO STUCCO ENTIRE BUILDING OWNER TO SELECT COLOR NEW CONCRETE ROOF SLAB AND BEAM SLOPE RB-1 ° .I �L7 ��a 00 00 NEW 8" CMU COLUMNS DDa DDa DD Boa Boa i 1: PER PLANS 0 0 0 0 0 ° ° Boa Boa Boa Boa Boa Boa Boa Boa Boa m �I 77 0 0 077 a I { a; oa Boa Boa Boa oa a ° ° i i Boa Boa Boa Boa Boa a i � Boa Boa Boa Boa Boa I— — — — — — — — — — — — — — — — — — — — — I NORTH ELEVATION SCALE: 1/2" = 1'-0" OCEANFRONT POOL PUMP ROOM RESTORATIONS NETTLES ISLAND 9801 S. OCEAN DRIVE JENSEN BEACH, FL 34957 csm ENGINEERING 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 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 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 1Q ENSIGNS PER FOR 8-25-2020 DESIGNED BY: HARLES DARDEN DRAWN BY: CHECKED BY: HARLES DARDEN SCALE: AS SHOWN PROJECT �: A. DA6,0 ,. �P... \y� fig. %isigned Char1�s ky, *- Dar(I Dar'20.08.26 oR+oN �87-04'00' �NAQ /''TLllllll+�`` CHARLES A DARDEN JR DATE FLORIDA REGISTERED PROFESSIONAL ENGINEERI N0. 76010 SHEET NAME: L VA S-5 VERTICAL CONIC CRACK REPAIR 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 APPLY CAULK DAM ALONG: _- LENGTH OF CRACK HORIZONTAL GRAVITY CONIC CRACK REPAIR IIR11iT� 7[i7 7 NOTES HLORIDE ONTAMINATED ONCRETE CORRODED REINFORCING STEEL ICONCRETE I SURE ALL EXPOSED STEEL IS SECURELY FASTENED TOGETHER WITH TIE WIRE TO PROVIDE GOOR CONTINUITY \TTACH GALVASHIELD XP ANODES TO CLEAN REINFORCING STEEL AT SPACING OUTLINED IN CONTRACTOR SPECIFICATION. REFER TOI 3ALVASHIED XP DATA SHEET FOR MAXIMUM SPACING GUIDLINES 1/2" GYPSUM WOOD BOARD LOCKING �IUVVK YKHML F'tK F'LHIV JI a 1121ROCOSED DOOR! a a a ZE) TRIM EXTERIOR iO LASHING/SEALANT SHALL EXTEND TO THE SURFACE F THE EXTERIOR WALL FINISH AND SELF —ADHERED LASHING SHALL COMPLY WITH AAMA 711. 8" C.M.U. PER PLANS FL_Y_P17A__LT00R JAMB FLASHING DETAIL SCALE: N.T.S. IIYH. JAMB QUAILI TYP. HEADER DETAIL DOOR SEALANT 1/4" TAPCON WITH 1-1/4" EMBED PER FL PRODUCT APR. 0 0 (3) CONTINUOUS Ya" BEADS OF ` N SEALANT TO CLEAN CONCRETE LL A L NOTE: MINIMUM EDGE DISTANCE FOR ANCHORS SHALL BE 3". SHIMS SHALL BE }" SHORTER THAN DEPTH OF DOOR AND SHALL BE NON WATER -DEGRADABLE OR COMPRESSIBLE. SEE WATERPROOFING DETAIL FOR FLASHING AND SEALANT. DOOR BUCK AT CMU DETAIL V�SCRATCH COATED rILL WITH "SIKA TOP 123 PLUS" OR TO PATCH REPAIR MORTAR CR211 EXISTING REBAR/TENDON (TYP.) H .I. GUIDELINE No. 03730 H EAD SPALLED CONCRETE REPAIR 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 TAPE AND IT SHALL REMAIN IN PLACE FOR A MINIMUM OF 16 HOURS. CONCRETE DECKS SHALL BE DRY, CLEAN, SOUND AND FREE OF ALL CONTAMINANTS WHICH MAY INTERFERE WITH ADHESION OR PROPER CURING. 2. APPLY BASE COAT TO TOP OF SLAB AND VERTICAL EDGES PER MANUFACTURER'S 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 31e 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 MANUFACTURER'S INSTRUCTIONS. SLAB WATERPROOFING FILLED CELL SEE PLAN PLAN VIEW TYPICAL MASONRY DETAILS FTq MINA WITH STD. 90' HOOKS DETAIL -PLAN VIEW lm!NwAwkfi�i�7:7�1�:a:»:fie\:�_\:�:L\�[!7'�1/1'm► ��7SI_\I[� OCEANFRONT POOL PUMP ROOM RESTORATIONS NETTLES ISLAND 9801 S. OCEAN DRIVE JENSEN BEACH, FL 34957 csm ENGINEERING 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 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 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 a a a a DESIGNED BY: HARLES DARDEN DRAWN BY: CHECKED BY: HARLES DARDEN SCALE: AS SHOWN PROJECT �: \`\ 11111111LTTY / `gi} signed Char s°�' .'�Cna*ksA. `Darderkk o . Dardo, JC:te:�o.os.26 NA *s,13-04'00' /AATI1111111��\ CHARLES A DARDEN JR DATE FLORIDA REGISTERED PROFESSIONAL ENGINEERI N0. 76910 SHEET NAME: MISC. DETAILS SHEET #: S-6 6NRY WALL CCO B4SECOAT WER CCO FINISH, REMOVE SECTION FOR FLASHING ' GAP ABOVE FLASHING, TTH ACRYLIC COATING TO -X STING FINISH WALL FLASHING WITH FLASHING, SEE DETAIL 3ULA71ON AND 1E, SEE DEWLS STUCCO FLASHING DETAIL 17" intenesundesdi 0A APPROVED WALL/SUBSTRATE JM TPO MEMBRANE ADHERED TO WALL WITH JM APPROVED MEMBRANE ADHESIVE (SEE DETAIL T-FW-Ml) I APPROVED FASTENER AND PLATE 12" (304 mm) O.C. MAXIMUM JM TPO MEMBRANE ADHESIVE FOR ADHERED SPECIFICATIONS ONLY JM TPO MEMBRANE ADHERED OR MECHANICALLY FASTENED JM TPO EDGE SEALANT Jg5 IF REQUIRED 1 ,ILLY (3�8 mm MINA. WELD (CONTI APPROVED DECK NOTES: 1. REFER TO JOHNS MANVILLE WEBSITE (www.jm.com) FOR MOST 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 DESIGNED 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 OF FLEECE BACKED MEMBRANES. NON FLEECE BACK MEMBRANE IS REQUIRED FOR WALL FLASHINGS. BASE TIE-IN (FASTENER & PLATE) ON WALL D WING NO. MEMBRANE TYPE: ISSUEDATE JOM1ns else manalacturer fmmmemial Pfi emu rowPauns aaa arrsma pcM2l mncePros ana �� T-FW-B4 JM TPO 7-1417 Imo bPnloroaaaamabe"mla"mpllm mro naaalamlro aaaormlleaapaby ayoae aaa aambNroror Baal erpmaenoga. aaa aocame aalreabYbmlalrg Byacceplinptlresewmnrer,¢You MA%INUM GUAMNTEE TERM: SCALE wee, wntract orapplreble laws apreetM1 ao nm connitute any th,7 aabrecial Naarili.maa�"Ca eIllt rorlilnerrne a aaraemanbi,lues NEW DETAIL 30 YEAR NTS anau:a,leaarmlabauama aaYwn m nw waawll.ab a. a ra, oft Johns Manville ono Detail No. T-PT-11 Detail No. T-FE-Cl 0 (Replaces TE-136) JM Single Ply Safety Strip Over TPO Membrane ROOF WITH PARAPET IEM6RANE TALI r SAFETY PRIME ROOF MEMBRANE PRIOR TO INSTALLING MEN RI NOTES: 1. REFER TO JOHNS MANVILLE WEBSITE peo W.Im.com) FOR MOST UP -TO -PATE INFORMATION. 2. PLEASE SEE SINGLE PLV FLASHING SPECIFICATIONS MR A FULL DESCRIPTION OF INSTALLATION INSTRUCTIONS AND REQUIRE MENTS WHICH ARE CONSIDERED A PART OF THIS DETAIL 3. ANY CARPENTRY OR METAL WORK SHOULD BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH LOCAL CODE REQUIMMENTS AND/OR PROJECT SPECIFICATIONS. THESE COMPONENTS SHOULD BE REVIEWED AND APPROVED BY A LICENSED DESIGN PROFESSIONAL. 4. PRIME MEMBRANE SURFACE PRIOR TO INSTALLING IN SINGLE PLY SAFETY STRIP. S. MINIMIZE INSTALLING JM SINGLE PLY SAFETY STRIP OVER SEAMS AND MEMBRANE SPLICES. Maximum Guarantee Term: 20 Year Johns M qll i manufacturer f commercial roofing products d offersthisgeneralconceptual inf ti toy a couIThimcomplimentary as,, source 'anott.beusedorretedupon byanyor— a substitutefor prof ' nalengneerng design and documentation required by building code, contract or applicable law By accepting these commentsyou agree they do not const Wm any representations, endorsements of, or an assumption by Johns Man the of any liability for either the adequacy of design of This building or arty other material not supplied by Johns Manville. Note: Forthemostcumemsf.on. ommerc..I Roofing Products an the JM Roofing Web site. For specifications, flashing dust is and general install aeon information please Nfau the Application Toole tab. Refer to the Safe Use Instructions and product label prior to using this product 4-66 Metal Drip Edge with TPO Cover Tape iL P. ENGINEERING EXPRESS® . sT■ PRODUCT EVALUATION REPORT ENGINEERING EXPRESS® EXPERT PRODUCT EVALUATION REPORT August 10, 2017 Application Number: FL14311.1-R3 EX Project Number: 14-1937 Product Manufacturer: Corrim Company, LLC Manufacturer Address: 1870 Stillman Drive Oshkosh, Wl 54901 Product Name & Description: Fiberglass Outswing Door Large and Small Missile Impact Resistant Scope of Evaluation: 0-. 0 Detail No. T-FE-V1 0� 0 This Product Evaluation Report is being issued in accordance with the requirements of the Florida (Replaces TA-4) -� 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 Wood Nailer Attachment 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. JM TPD MEMBRANE ADHERED DR MECHANICALLY FASTENED COUNTERSUNK FASTENERS Substantiating Data. TO RESIST THE FORCE OF 200 Lae./FT. IN TPD MEMBRANE ADHESIVE (298 KGS/MET19t) MIN. IN ANY DIRECTION 3• pamm) MIN. TAPE LAP IM SINGLE PLY CAULK ALONG BOTH EDGES OR IN COMPLIANCE WITH LOCAL CODE ONTO METu IN TPD MEMBRANE PRIMER PRODUCT EVALUATION DOCUMENTS R (mm) .INMIMUM t"(25 mm1 ]M SINGLE PLY _ M TPO COVER APE \' EX drawing #14-1937 titled "Fiberglass Outswing Door", sheets 1-9, prepared by Engineering Express, ------------- JM INSULATION / COVER BOARD signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. 1.(150 rom) FASTENERS 6' (150 mm) O.C. STAGGERED 1 1 1 1ON/CO111'VERBOARp I I • TEST REPORTS I JM 1 I APPROVED DECK Uniform has been tested in ASTM METALEWEI I WOOD MAILER SECURELY I static structural performance accordance with E330-02 / TAS 202 test BY OTHERS l I ANCHORED TO DECK -RE: DETAIL T-FE-Vf standards per test report(s) #0077-0311-05 (signed and sealed by Vinu J. Abraham, PE) by Hurricane APPROVED DEC Test Laboratory, LLC (HTL). E NOS` 1. REFER TO MANVILLE WEBSITE (www.jm.com) FOR MOST UP-TO-DATE Large missile impact resistance and cyclic loading performance have been tested in accordance with i METAL PERNRFASIENER &' F AND SPACING PE0. UIRE SNACNA OR JM REQUIREMENTS INFORMATION. PLEASE SEESI PLEASE SEE SINGLE PLY FLASHING SPECIFICATIONS FOR A FULL DESCRIPTION OF ASTM E1886-02 & El996-02 / TAS 201 1203 test standards per test report(s) #0077-0311-05 (signed (MINIMUM 24 GAUGE, B" (15D of O.C. MAXIMUM 2 INSTALLATION INSTRUCTIONS AND REQUIREMENTS WHICH ARE CONSIDERED A PART OF THIS DETAIL. and sealed by Vinu J. Abraham, PE) by Hurricane Test Laboratory, (LLC). JM SINGLE PLY SEALING 3. ANY CARPENTRY OR METAL WORK SHOULD BE DESIGNED AND CONSTRUCTED IN MASTIC IS OPTIONAL (TYP.) ACCORDANCE REQUIREMENTS AND/OR DEIYATCENSEDDESISPECIFICATIONS. THESE COMPONENTS SHOULD BE REVIEWED AND APPROVED BY A LICENSED DESIGN y� Weathering performance has been determined In accordance with ASTM G26 and ASTM D638 test PROFESSIONAL. standards per test report #CCFD-001-02-02 and CCFD-001-02-01 (signed and sealed b Charles L. Thomas, PE) by PRI Asphalt Technologies (PRI). rFla,-i NOTES: I. REFER TO JOHNS MANVILLE WEBSITE (www.jmmm) FOR MOST UP-TO-DATE INFORMATION. \ {� OrigI gioee '(/, .lid for OFINSTALLATIONLLAIION 2. INSTRUCTIONS TIONSSINGLEAND MY MQUh1PSMINGS WHICH ARE CS SUDERELL DEST or INSTRUCTIONS AND REQUSREMENTS WHICH ARE CONSIDEREDA PART OF THIS DETAIL. Self -ignition temperature smoke density and rate of burning , ; 3. ANY IRYCO ICOMPOENTS p�.` r have been determined in g• WITH LOCAL WITH LOCAL COTE REQUIREMENTS AND/OR PROTECT SPECFlCATIONS. TIONA COMPONENTS E REQUIRMENTSHOULDBEDESIGNEDANDCONNS. THESE performance accordance with ASTM I ONAL DESIGN PRIMER SHOULDBEBRANE PD AND RLJIM SINGLE 4.O TPO D1929, D2843 and D635 standards per test report #ETC-04-7 -^ � ALLMEMBMNEPRMINGIN OCONTACTWITHJIMToPEEL S ICKPROC)MUSiREAPPLIED ROMMEMRFACESCOMINND RO ERUNDER MSMTPO PEE`®STICK PRODUCTS. ROLL MEMBRANE WTIN HANG ROLLER UNDER PRESSURE AT SEAM. '•' � � 15524.0 (signed and sealed by Joseph L. Dgldan. PE) by ET Laboratories (ETC). �`'�------ _ Maximum Guarantee Term: 30 Year Farr; L.. Bennardo P-E--,'� Johns Manor, isa manufacturerofcomensi roofing product and oHersthis eneral conceptual Uasa gp g p lm Johns Manville-sa manufacturer of commerc al roofng produc¢and offers eisgeneral conceptual nfotmatio royq a courtesy. This complimentary assistance s norm be used or need upon byanyone as a substitute forprofessonal engineering # 4650TATE01A. #g q ,onThis complimentary si is notro be used or relied upon by anyone as asubstitum forprefessonal engineering — design and documentation required by building code, contract, or applicable law. By accepting these comments you agree j \ design and documentation required by bolding code, contract, or applicable Im By accepting these comments you agree if" donotconseiueany representations, endorsement of, oran—simptionbyJohn, Mannilleofany liability for either the th do notconsliWN an representations, endorsement of, oran assumption by Johns Manville ofa liability for either the a quacyofdesignoftiisbold,ngorany,diermarorialnotsuppliedbyJohn,manville. m ty W TH A 6 0 VENUE SUITE 106, D adequagofdasignofthiabuildingvranyothermamrialnotsuppliedbyJohn,Manvide. E E R F I E L D E A C }i NvM:For se muM cuneminfmmaevner .sera/ uitleline lease refer to tees era Cunsitleralions tab antler Commercial 9 & 9 P TN RoofingProduclsonseJMRaotingWebNle. For optic;/;callanAtleNiingtlNot lsand generelinstall etianinformationplease tame: For the moss cuneminformaeon on general guidelines, please rotor Is the System Considerationstab under Commemial Roolin Products on the JM Roofing Web site. Far ecgiceevn flaMlin detaileantl entire/ install information lease g g w A 9 9 p J — PHONE: o N E (9 5 4) 3 5 4 0 6 b 0 FAX (9 5 4) 3 5 �VAI- \\ refer to the Air lineman Tools lob. .far to the Applicafivn Tools air. C C L , I I (", it Refer to the Safe Use Instructions and pro ductlabel prior to using INN product. Refer to the Safe Use Instructionsand pro ductlabe] prior to using [his product E N G I N E E R I N G E x P R E S S . C O M 4-66 4-84 V NROJECTS114IB97 BAStGUPDATE FLtdat t (11CORU005) fiTH EDITION FBCIW R201T fB0 UPoATE114-1,0113-EVALFL142tI.1.OfJC OCEANFRONT POOL PUMP ROOM RESTORATIONS NETTLES ISLAND 9801 S. OCEAN DRIVE JENSEN BEACH, FL 34957 r:. S M ENGINEERING CIVIL - STRUCTURAL - MARINE CSM ENGINEERING, LLC 20B 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 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 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 0 J J DESIGNED BY: CHARLES DARDEN DRAWN BY: CHECKED BY: CHARLES DARDEN SCALE: AS SHOWN PROJECT: \\\\1111111yy,, A_ DARp signed s ed � 9 Chad($ A°.'bychorl'esA. _ barderO. Da rd a.-.J f. Date: k20.08.26 a -04'00' ljtill'9.\31 NII11,\\\\ CHARLES A DARDEN JR DATE FLORIDA REGISTERED PROFESSIONAL ENGINEER N0. 76910 SHEET NAME: MISC. DETAILS SHFFT #: S-7 OCEANFRONT POOL PUMP ROOM RESTORATIONS NETTLES ISLAND 9801 S. OCEAN DRIVE JENSEN BEACH, FL 34957 ENGINEERING CIVIL STRUCTURAL MARINE CSM ENGINEERING, LLC 2❑8 5W 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 PROPERLY 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 PROPERLY 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 i'2020 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 10 REVISIONS PER FOR 8-25-2020 0 0 0 DESIGNED BY: CHARLES DARDEN DRAWN BY: CHECKED BY: CHARLES DARDEN SCALE: AS SHOWN PROJECT �: �' P��"•••�-�'�'f� t �Y,si signed s.•• g � 9 C h a r��5 /�°:7by Chr<a*(es A. --U •. ' Darder�Ir. Da rdi•..Jf.�;Date: k-�2o.os.26 ,,III NA tt . CREEK JOHNS MANVILLE CORPORATION . CREEK JOHNS MANVILLE CORPORATION CREEK Certificate °/Authorization No. PVC 8 TPO Single Ply Roofing Systems PVC & TPO Single Ply Roofing Systems 17520 Edinburgh Dr TECHNICAL SERVICES, LLC APPENDIX A -INSTALLATION TECHNICAL SERVICES, LLC APPENDIX A -INSTALLATION Tampa, FL33647 TECHNICAL SERVICES. LLC (813)480-3421 INSTALLATION Note -Refer to the APPROVED AssEMeLll:s section of this report for specific installation details of a selected assembly. EVALUATION REPORT FLORIDA BUILDING CODE, 6r"EDITION (2017) Unless otherwise specified in this report the following installation details shall be met for the named products: Manufacturer: JOHNS MANVILLE CORPORATION Issued February 22, 2019 P.O. Box 5108 Denver, CO 80217 (303)978-2478 www.im.com Manufacturing Plants: Scottsboro, AL Pawtucket, RI Lancaster, SC Quality Assurance: ILL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Single Ply Roof System Code Sections: 1504.3.1, 1504.6, 1504.7, 1507.13, 1515.1.1 1515.1.4, 1515.2.4, 1523.1.1, 1523.6.2, 1523.6.5.2.9 Properties: Wind Resistance, Physical Properties, Impact Resistance PRODUCT DESCRIPTION JMC13003.12 FL16758-R12 Page 1 of 5 JMC13003.12 FL16758-R12 Page 2 of 5 JMC13003.12 FL16758-R12 Page 1 of 6 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. specifically addressed herein. specifically addressed herein. CREEK JOHNS MANVILLE CORPORATION PVC & TPO Single Ply Roofing Systems TECHNICAL SERVICES, LLC APPENDIX C -APPROVED ASSEMBLIES FOR JM TPO SINGLE -PLY MEMBRANES JMC13003.12 FL16758-R72 Page 3 of 42 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Products Specification Description t4y h jROUI PRODUCT is , JM PVC-50 mil ASTM D 4434 Nominal 50-mil thick polyvinyl chloride with DuPont" Elvaloy KEE single -ply roof membrane with polyester scrim reinforcement JM PVC-60 mil ASTM D 4434 Nominal 60-mil thick polyvinyl chloride with DuPont Elvaloy KEE single -ply roof membrane with polyester scrim reinforcement JM PVC-60 mil ASTM D 4434 Nominal 80-mil thick polyvinyl chloride with DuPont Elvaloy KEE single -ply roof membrane with polyester scrim reinforcement JM PVC Fleece Backed-50 mil ASTM D 4434 Nominal 50-mil thick polyvinyl chloride with DuPont Elvaloy KEE single -ply roof membrane with polyester scrim reinforcement and polyester fleece backing JM PVC Fleece Backed-60 mil ASTM D 4434 Nominal 60-mil thick polyvinyl chloride with DuPont Elvaloy KEE single -ply roof membrane with polyester scrim reinforcement and polyester fleece backing JM PVC Fleece Backed-80 mil ASTM D 4434 Nominal 80-mil thick polyvinyl chloride with DuPont Elvaloy KEE single -ply roof membrane with polyester scrim reinforcement and polyester Fleece backing JM PVC SD Plus-50 mil ASTM D 4434 Nominal 50-mil thick polyvinyl chloride single -ply roof membrane with of ester scrim reinforcement JM PVC SD Plus-60 mil ASTM D 4434 Nominal 60-mil thick polyvinyl chloride single -ply roof membrane with polyester scrim reinforcement JM PVC SD Plus-80 mil ASTM D 4434 Nominal 80-mil Component Product Installation Detail #14 fasteners; Min. 3/4-inch penetration through the top rib JM All Purpose Fastener of the steel deck or wood deck; Min. 1-inch penetration into concrete deck JM APB Plates 2-inch diameter; Galvalume steel plate with reinforcing ribs and barbs JM Extra High Load Fastener #21 fastener; Min. 3/4-inch penetration through the tap rib of the steel deck; JM Extra High Load Plates 3-inch diameter; Galvalume steel plate with eyehooks JM High Load Plates 2 3/8-inch diameter, Galvalume steel plate with eyehooks JM High Load Plus Plates 2 3/4-inch diameter, Galvalume steel plate with barbs JM High Load Fastener #15 fastener; Min. 3/4-inch penetration through the top rib of the steel deck or wood deck; JM High Load LH Fastener #15 fastener with oversized head; Min. 3/4-inch penetration through the lop rib of the steel deck or wood deck; JM UltreFast Fastener #12 fastener; Min, 3/4-inch penetration through the top rib of the steel deck or wood deck JM UltraFasl Plate (Round) 3-inch diameter round; Galvalume steel plate Fasteners, Battens & JM UltraFast Plate (Square) 3-inch square; Galvalume steel plate Plates Min. 1.8-inch galvanized steel tube and coated -steel locking JM UltraLok fastener staple pre -assembled with 2.7-inch diameter Galvalume steel plate JM Polymer Membrane Batten Membrane anchors and plastic strips JM Purlin Fastener Min. 3/4-inch penetration through purlin Min. 3--inch diameter; Induction welded in the field of JM PVC RhinoPlate membrane; welds not permitted at lap seams; For use only with bareback membrane Min. 3-inch diameter; Induction welded in the field of JM TPO RhinoPlate membrane; welds not permitted al lap seams; For use only with min. 60 mil thick bareback membrane Base sheet fastener with 1.75-inch galvanized steel shank OMG CR Base Sheet Fastener coated with CR-10 and integrated 2.75-inch diameter Galvalume plate. Trufast Deep Well Batten Bar Galvalume steel membrane batten with recessed holes Trufast Straight Line Barren Bar Galvalume steel membrane batten for use with Twin-Loc Nail without integrated plate Trufast Twin Loc-Nail Min. 1.4-inch shank; Base sheet fastener with and without integrated 2.7-inch diameter plate. JM MBR Bonding Adhesive Fully adhered at a rate of 1.5-2.0 gaVi00 R' JM One -Step Foamable Adhesive ICP Adhesives CR-20 Ribbon adhered in 3/4 to 1-inch wide beads OMG OlyBond 500 JM Two Part Urethane Insulation Adhesive Insulation Adhesives Canister JM Urethane Insulation Adhesive Ribbon adhered in 1/2-inch wide beads JM Two Part Urethane Insulation Adhesive Ribbon adhered in 1/2 to 3/4-inch wide beads JM Roofing System Urethane Adhesive ASTM D 312, Type IV asphalt Fully adhered within the EVT range at a rate of 2540 Ibs/100 Min. 0.5-inch, min. 1.8 pcf (HVHZ) or min. 1.5 pot (non- Insula[ion/Cover EPS HVHZ) expanded polystyrene; Adhered boards shall be a Boards maximum 4-ft z 4-R Georgia-Pacific DensDeck Min. 1/4-inch thick Adhered Assemblies over Concrete Deck (New or Existing) .System Vapor Berner Base Insulation Top Insulation or Membrane Membrane Attachment Mpp No. Base Ply (Fs� Min. 1 ' into Fs applied in JM LVOC Membrane Adhesive (TPO 8 EPDM); -172.5 C-A-11 - 2 Part UTA, OSFA or RSUA - JM TPO Applied 0.55 (Lim. 9) at 12 inch o.c gaU100ft� Min. 1.5-inch ENRGY 3, C-A-12 - ENRGY 3 CGF, or ENRGY - JM TPO FB JM TPO Water Based Membrane Adhesive; -187.5 3 FR applied in 2-Part UTA Applied 0.63-0.83 al/1005h 9 (Lim. 9) at 12-inch o.c. Min. 1.5-inch ENRGY 3, C-A-13 ENRGV 3 CGF, or ENRGY - JM TPO JM TPO Water Based Membrane Adhesive; -195 3 FR applied in 2-Part UTA Applied 0.63-0.63 aU100R g (Lim. 9) at 12-inch o.c. C-A-14 DynaBase HW SECUROCK applied in JM TPO SA Self -adhered -247.5 RSUA at 12-inch o.c. (Lim. 9) DynaBase HW torch Min. 1.5--inch ENRGY 3 SECUROCK applied C-A45 adhered over deck CGF applied in RSUA at in RSUA at 12-inch JM TPO SA Self -adhered -247.5 primed with ASTM 0 41 12-inch o.c. O.C. (Lim. 9) rimer SECUROCK applied in C-A-16 - 2-Pert UTA, OSFA, or RSUA - JM TPO SA Self -adhered 247 5 at 12-inch o.c. (Lim 9) INVINSA applied in 2-Part JM TPO Water Based Membrane Adhesive; -255 C-A-17 - UTA, OSFA, or RSUA at - JM TPO Applied 0.56-0.71 (Lim. 9) 12-inch o.c. gal/100R INV/NSA applied in 2-Part JM TPO Water Based Membrane Adhesive; -277.5 C-A-18 - UTA, OSFA, or RSUA at - JM TPO FB Applied Q56-0.71 (Lim. 9) 12-inch o.c. gal/100R JM TPO: JM TPO Water Based Membrane Adhesive; Applied 0.59-0.77 gal/100R' or JM LVOC SECUROCK applied in JM TPO or Membrane Adhesive (TP008�EPDM) applied 0.83 .292.5 C-A-19 DynaBase HW RSUA 12-inch JM TPO FB at o.c. or (Lim. 9) JM TPO F8: JM TPO Water Based Membrane Adhesive; Applied 0.59-0.77 ga1/100d' JM TPO: JM TPO Water Based Membrane DynaBase HW torch Adhesive; Applied 0.59-0.77 9a1/100R' or JM LVOC adhered over deck Min. 1.5-inch ENRGY 3 SECUROCK applied JM TPO or Membrane Adhesive (TPO &EPDM) applied 0.83 -292.5 C-A-20 ASTM D 41 CGF applied in RSUA at in RSUA at 12-inch FB gaU100ftz primed with 12-inch o.c. o.c. JM TPO or (Lim. 9) primer JM TPO Fe: JM TPO Water Based Membrane Adhesive; Applied 0.59-0.77 a11100R Min. 1.5-inch E3 applied in JM Membrane Banding Adhesive (TPO &EPDM); H�1225,C-A-21JMTPO2-Part UTA at 12-inch o.c. applied 0.55 ga1I100tt` Component Product Installation Detail JM ENRGY 3 JM ENRGY 3 AGF Min. 1/2-inch thick; Min. 20 psi; Adhered boards shall 6e a JM ENRGY 3 CGF maximum 4 fit x 4 ft JM ENRGY 3 FR JM Fesco Board Min. 3/4-inch thick; Min. 20 psi JM Fesw Foam Min. 1.5-inch thick; Min. 20 psi; Adhered boards shall be a maximum 4 R x 4 tt JM Invinsa Roof Board JM Invinsa Foam Roof Board 1/4-inch thick; Adhered boards shall be a maximum 4 ft x 4 ft JM Invinsa FR Roof Board InsulatloNCover JM ProtectoR HD 1/2-inch thick; Min. 80 psi; Adhered boards shall be a JM ProtectoR HD FR Boards (Cont'd) maximum 4 R x 4 ft JM Retro-Fit Board 1/2-inch thick; Adhered boards shall be a maximum 4 ft x 4 ft JM RetroPlus Roof Board JM SECUROCK Glass -Ma[ Roof Board Min. 1/4-inch thick JM SECUROCK Gypsum -Fiber Roof Board National Gypsum DEXcell Cement Roof Min. 7/16-inch thick; Adhered boards shall be a maximum 4 Boom tt x 4 R National Gypsum DEXcell Glass Mat Roof Board Min. 1/4-inch thick National Gypsum DEXcell FA Glass Mal Roof Boats Base Ply and Vapor ADCO Millennium Hurricane Force Ribbon adhered in 3/4 to 1 inch beads Barrier Adhesives Membrane Adhesive wide ASTM D 312, Type IV asphalt Fully adhered within the EVT range at a rate of 25-00 Ibs/100 it; For use only with JM PVC Fleece Backed membranes JM PVC Membrane Adhesive (Low VOC) Fully adhered at rate of 50-90 fl`Igal; Applied simultaneously to underside of membrane and substrate PVC Membrane Adhesives JM PVC Membrane Adhesive Fully adhered al a rate of 90-130 ftr/gal; Two -side application (Water Based) required for bareback TPO; Applied only to substrate when used with Oeeceback TPO JM Roofing System Urethane Adhesive Ribbon adhered in 1/2 to 3/4-inch wide beads JM MBR Bonding Adhesive Fully adhered at a rate of 1.5-2.0 gal/100 ft' ASTM D 312, Type IV asphalt Fully adhered within the EVT range at a rate of 25-00 Ibs/100 ft; For use only with JM TPO FB 150 and 175 membranes JM Roofing System Urethane Adhesive Ribbon adhered in 3/4 to 1-inch wide beads JM Membrane Bonding Adhesive (TPO & Fully adhered at rate of 50-90 ft`/gal; Applied simultaneously EPDM) to underside of membrane and substrate TPO Membrane JM TPO Membrane Adhesive (Low VOC) Fully adhered at rate of 50-90 Igal; Applied simultaneously to underside of membrene and substrate Adhesives JM LVOC Membrane Adhesive (TPO & Fully adhered al rate of 0.55-0.83 gaV100H' in two-sided EPDM) application (1.1-1.67 gaU100R total) JM TPO Water Based Membrane Fully adhered at a rate of 0.6-0.8 gal/100fl ;Two -side Adhesive application required for bareback TPO; Applied only to substrate when used with fteeceback TPO JM Two Pan Urethane Insulation Adhesive Applied in spatter pattern at a rate of 0.32 gal/100ft` or 1/2- Ca ister inch wide beads SA Primer JM SA Primer Low VOC Applied at rate of 0.5 gal/sq. JM DynaBase HW Min. 3-inch wide side -laps; Min. 6-inch end laps: Torah adhered to primed concrete deck Vapor Barriers JM DynaBase Min. 3-inch wide side -laps; Min. 6�nch end laps; Applied with hot or cold approved adhesives JM Vapor Barrier SA Self -adhered to primed wood, gypsum or concrete decks; Min. 3-inch sides laps; Min. 6-inch end laps Base Sheets JM DynaBase Min. 3-inch wide side -laps; Min. 6-inch end laps; Applied with hot or cold approved adhesives