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HomeMy WebLinkAboutSUBMITTED PAPERWORKSCANNEI) St. Luce County Villa Del Sol Condominiums (Buildings 3,4 & 5) Balcony Structural Repairs and Waterproofing Jensen Beach, Florida � ,�970,051D �ym� QD7 �32- SIO FOR COMP IA C REVIEWED BY ^ M DATE PLANS A PERMIT MUST BE KEPT ON JOB OR M NO INSPECTION WILL BE MADE � 1 I Engineer's Project No.: 95-423 August, 1996 , ,Y Villa Del Sol Balcony Structural Repairs and Waterproofing 11000 South Ocean Dr. Jensen Beach, Florida Date: Bidder: Bid Form The undersigned BIDDER proposes and agrees, if this Bid is accepted, to enter into an agreement with OWNER (Villa Del Sol Condominium Association) in the form included in the Contract Documents to perform and furnish all Work as specified or indicated in the Specifications for the Contract Price and within the Contract Time indicated in this Bid. Sealed Bids are due on August 15, 1996, by 5:00 p.rn. 2. The Bid will remain subject to acceptance for thirty days after the day of Bid opening. Bidder will sign and submit the Agreement within ten days alter the date of OWNER'S Notice of Award, if applicable. In submitting this Bid, BIDDER represents that: (a) BIDDER has examined copies of all Bidding documents and of the following Addenda (receipt of all which is hereby acknowledged): Date Number (b) BIDDER has familiarized itself with the nature and extent of the Contract Documents, Work, Site, locality, and all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work. (c) BIDDER has given ENGINEER written notice of all conflicts, errors or discrepancies that it has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to BIDDER. (c) This Bid is genuine and not made in the interest of or on behalf of any undisclosed person, firm or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation; BIDDER has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid; BIDDER has not solicited or induced any person, firm or corporation to refrain from 1 bidding; and BIDDER has not sought by collusion to obtain for itself any advantage over any other Bidder or over OWNER. 4. Bidder will complete the Work in accordance with the attached Bid Schedule. 5. BIDDER agrees that the Work will be substantially complete within calendar days after the date when the Contract Time commences to run, and completed ready for final payment within calendar days after the date when the Contract Time commences to run. 6. The following documents are prepared by the Bidder and are attached to and made a condition of this Bid: (a) A tabulation of Subcontractors, Suppliers and other persons and organizations required to be identified in this Bid. (b) Required BIDDER'S Qualifications Statement with supporting data. Subcontractor's Qualification Statement and experience in area in which they will be working for the Contractor. (c) A detailed approach and method of construction. 7. Communications concerning this Bid shall be addressed to: SUBMITTED ON , 1996. .t UNIT PRICE SCHEDULE Rnfnr /n Rnnnir Nummary TOTAL NO. ITEM UNIT ESTIMATED UNIT ESTIMATED QUANTITY PRICE PRICE 1. MOBILIZATION AND LS 1 DEMOLITION 2. REMOVE AND DISPOSE OF EA 14 SCREEN ENCLOSURES 3. REMOVAL ONLY OF HURRICANE EA 46 SHUTTERS 4. REMOVAL ONLY OF SLIDING EA 37 GLASS DOORS 5. REINSTALLATION OF EXTERIOR EA 37 SLIDING GLASS DOORS 6. REMOVAL AND EA 36 REINSTALLATION OF BALCONY GUARD RAIL 7. BEAM REPLACEMENT a. B-1 EA 13 b. B-2 & 3 AND RB-1 EA 21.5 c. B-4 EA 20 B. SLAB REPLACEMENT a. S-1 EA 5 b. S-2 EA 17 9. SURFACE DECK SPALL REPAIR 136 (3" DEEP MAX.) 10. COLUMN SPALL REPAIR (3" FEA 206 DEEP MAX.) - 11. INSTALLATION OF DUST WALL 37 12. PREPARE BALCONY AND SF 5220 INSTALLATION OF URETHANE MEMBRANE 13. CLEANUP AT PROJECT LS 1 COMPLETION 14. PERFORMANCE BONDS LS 1 " ESTIMATE ALLOWANCE QUANTITY TOTAL ESTIMATED PRICE .............................. TOTAL ESTIMATED PRICE (Use Words) Quantities are not guaranteed. Final payment will be based on actual measured quantities. TECHNICAL SPECIFICATIONS TECHNICAL SPECIFICATIONS GENERAL REQUIREMENTS 1.01 Scope of Work The Work to be performed by the Contractor includes furnishing all materials, labor, tools, equipment, superintendence, and all other services and facilities of every nature whatsoever to construct and complete the repair of exterior balconies, beams and columns and other areas w as herein described and to perform waterproofing of balcony slabs. All Work shall comply with the Building Code, applicable local modifications, local ordinances and the Specifications. 1.02 Tests All Tests and analyses, which are called for in the SPECIFICATIONS or ordered by the Engineer to be performed by an Independent testing Laboratory, shall be at the Owner's expense unless otherwise specified, provided that the tests and analyses determine that the materials and/or Work meets the requirements as specified. All such tests that fail to meet the Project requirements shall be paid for by the Contractor. 1.03 General Site Conditions The construction site shall be kept free of debris and shall be maintained in a neat and workmanlike manner throughout the Contract Period. Contractor shall maintain at all times a dumpster of adequate volume and shall have it emptied periodically before it is filled to capacity. Noise levels at the construction site shall be minimized to the extent possible and practical. Noise levels shall comply with any local Noise Ordinances. Contractor is responsible for cordoning off the work areas and for adequately placing caution signs in the construction areas. Contractor shall comply strictly with all OSHA requirements for this type of project. All necessary shoring required to safely perform the work shall be furnished and installed by the Contractor. 1.04 Water and Electricity Contractor may use at no cost to him the water required for the Project from the existing exterior faucets subject to any present or future water usage regulations imposed by City, Coolly or State Agencies. Contractor may use at not cost to him any 110 V. and 220 V. exterior electrical outlets provided the existing system is not overloaded by such use. 1.05 Storm Event In the event of a storm warning the Contractor shall provide and install Me" plywood sheathing at all exposed units where the storm shutters and or sliding glass doors have either been removed or made inoperable. 1.06 Warranty Contractor will provide at the end of the project a Five Year Labor and Materials Warranty. The warranty period will commence at the time of substantial completion of the project. Contractor will submit a sample of the warranty with his Bid proposal. 1.07 Superintenlence Contractor will have a full time, English speaking Superintendent in charge of the project for the duration ofthe project. Prestige Properly Management, Post Office Box 3385, Stuart, Florida 34995 (407) 287-8080; shall act as the on -site Owner's Representative. 1.08 Attire and 1. d). All Contractors employees shall be properly dressed and wear visible identification while on the job site. 1.09 Contract Provisions Construction Contract will have provisions for: (a) A 10% retainage on each payment. Retainage to be paid thirty days after acceptance of work by Engineer. (b) Partial releases of Lien from Contractor and Subs. 1.10 Pgformance Bond Contractor shall provide a Perforniance Bond in the amount of 110% of the contract amount. REPAIR SPECIFICATIONS 2.01 Removal and Disposal of Screens The work includes the removal of the screens and of the aluminum posts, the side, lower and upper attachments to the concrete floor, ceiling, columns and walls as well as of the intermediate railing. All screws, nails and other attachments shall be removed. Any damage to the concrete caused by the removal of the attachments shall be repaired. All caulking adhered to the walls, beams or columns shall be removed. 2.02 Removal of Hurricane Shutters Contractor shall carefully remove hurricane shutters, wrap with visqueen all components (including screws, washers, nuts, etc.), tape and store them in a place designated by the Condominium, or inside the unit. Each package shall clearly show the Number of the unit. Tile designated place for storage of the hurricane shutters will be on the premises of the Condominium. Contractor is not required to reinstall the hurricane shutters. 2.03 Removal of Sliding Glass Doors Contractor shall carefully remove sliding glass doors in those cases in which work needs to be done inside the unit or around the structural framing of the sliding glass. Contractor will save screws, washers, rollers, nuts, top and bottom tracks, and any other accessories needed for the re -installation of the door. Contractor shall wrap with visqueen all components (including screws, washers, nuts, etc.), tape and store them inside the unit. Each package shall clearly show the Number of the unit. Re -installation of the exterior sliding glass doors will be done by the Contractor. 2.04 Reinstallation of Cxlerior Sliding Glass Doors Work consists of reinstalling the removed exterior sliding glass doors and tracks. Contractor should promptly notify Owner and Engineer if any of the required pieces for the reinstallation are corroded, not working, or need to be replaced. Cost of the new parts is not included in the unit price. The Condominium will purchase frames and sliding glass doors but every attempt shall be made by the Contractor to preserve glass sliding doors for re -installation in new framing. 2.05 Removal and Disposal of Balcony Handrails The work includes the removal and disposal of all balcony handrails and the aluminum posts and wood railing. All screws, nails and other attachments shall be removed. Any damage to the concrete caused by the removal of the attachments shall be repaired. 2.06 Install New Balcony Ilmulrails The Condominium shall purchase the Balcony Handrail replacement and anchoring hardware. All hardware shall be stainless steel. Anchoring hardware shall be set with thorogrip anchoring cement. 2.07 Painting, The Condominium will be responsible for painting the entire east side of the three buildings. 2.08 .Yu{/'ace Preparation for Deteriorated Concrete All concrete repair work shall follow the Technical Guideline of the International Concrete Repair Institute for Surface Penetration for the Repair of Deteriorated Concrete Resulting from Reinforcing Steel Corrosion (Guideline No. 03730) which is made part of these specifications. 2.09 Balcony Repair (run Depth Replaceutent of Deck, Beams and Columns) 2.09.1 Concrete The concrete for full depth repairs shall have a 28 day strength of 5,000 psi and shall be a Special Pearock 2" Pump Mix. 'file mix will have the following characteristics: Optimized Silica Fume and Rheobuild Mix. MATERIALS WEIGHT VOLUME Cement, Type I 650 lbs 3.317 Silica Fume 50 lbs 0.364 Manufactured Sand 1,630 lbs 10.204 S.F.B.C. Pearock 1,225 lbs 7.980 Water 267lbs 4.279 Entrapped Air Content 2% 0.540 WR, Type A, CSR 200 9 oz/cwt HRWR, Type F, Rheo 1000 16 oz/cwt 0.183 both O.C.I., Rheocrete 222 1 gal 0.133 Total 3,944 lbs 27.000 CuTt. Unit Weight 142.37 pcf Slump before HRWR Final Slump 2.09.2 Steel 8.5" +/- 1.5" The existing steel of the removed portions of the concrete slabs shall be made free of adhered concrete, rust or other contaminants. The existing steel shall be cleaned with a power wire brush to a shiny while finish. If the corrosion of the existing reinforcing bars represents more than 20% of the original area, additional reinforcing shall be placed to make up the deficit. Such additional reinforcement shall be developed by lap, welding or dowel embedment in epoxy. 2.09.3 Rust Inhibitor After the existing steel is cleaned and the new reinforcing steel, if any, is in place. All reinforcing bars shall receive 2 coats of SIKA Armatec 110. 2.10 Surface Deck Spill Repairs (3" Deep Max) Remove all spalled or hollow sounding.areas to sound substrate. Removal shall be done carefully with small hand tools. Remove one inch of concrete from behind any existing rebars. Thoroughly clean concrete substrate. Replace any rebars that exhibit loss of more than 20% of cross -sectional area. Chase horizontal rebars until no rust is shown in the surface for a length of four inches. If this criterion implies going into the apartments, inform the Engineer before proceeding. Wire brush all exposed rebars to near white finish and apply a rust inhibitor/bonding agent similar to SIKA Armatec 110. Shore and form if required. Replace removed concrete with SIKATOP 122 mix or similar. Follow manufacturer's recommendations. Dampen the concrete surface lightly before applying SIKATOP 122. No curing will be required but patching under excessively hot weather should be avoided. The patching compound shall have a minimum compressive strength of 7,700 psi at 28 days. The Contractor will provide adequate protection for the glass doors of the apartments when effecting the repairs. Texture and color of the repaired areas on outside of deck area to receive topcoat and will be identical, as far as possible to the existing. 2. l 1 Coluuut Spall Repair (3" Deep Max) Remove all spalled or hollow sounding areas to sound substrate. removal shall be done carefully with small hand tools. Remove one inch of concrete fi om behind any existing rebars. Thoroughly clean concrete substrate. Replace any rebars that exhibit loss of more than 20% of cross -sectional area. Chase vertical rebars until no rust is shown in the surface for a length of four inches. Wire brush all exposed rebars to near white finish and apply r rust inhibitor/bonding agent similar to SIKA Armatec 110. Replace removed concrete with a SIKATOP 123 mix or similar. Follow manufacturer's recommendations. Dampen the concrete surface lightly before applying SIKATOP 123. No curing will be required but patching under excessively hot whether should be avoided. The patching compound shall have a minimum compressive strength of 7,700 psi at 28 days. Concrete repairs will be to the original lines of the concrete column. Contractor will apply stucco to match color and texture of existing if any. The contractor will provide adequate protection for the glass doors of the apartments during repairs. 2.12 Overhead Spall Repair The criteria for repair of overhead slab spalls will be identical to Article 2.08 Surface Deck Spall Repair except that SIKATOP 123 will be used instead of SIKATOP 122. 2.13 Overhead Crack Repair Work consists of injecting overhead cracks with SIKADUR 52 epoxy. Cracks and injection ports should previously be sealed withSIKADUR 31, HI -MOD GEL. Follow manufacturer's recommendations. 2.14 Repair of Door Sill Spall Remove all damaged material. Clean metal surfaces and apply a rust inhibitor to the underside of the metal. Patch with same material to the same lines and texture as the existing. 2.15 Repair Stucco Spall Clean concrete surface from laitance, dirt, and other contaminants. Apply stucco to the sam, lines, texture and color as existing. Submit Spec Sheet of stucco product for approval by the Engineer. 2.16 Installation of Dust Wall Work consists of installing plywood on 2 X 4 studs at 4'-0"O.c.max. and visqueen dust wall to prevent dust and dirt in the units in which work will have to be done inside. Dust wall shall be located no more than 4 feet into each unit. The owner is responsible for the removal of all personal property within the work area. The Contractor will be responsible for any damage caused to the interior of the unit. Minor touch-up painting and flooring repairs will be the responsibility of the Condominium. 2.17 Installation of UretluuneMembrane Work consists of removal of all existing balcony coverings and applying a Vulken 350/351 polyurethane membrane system in all balconies of the units. Contractor is responsible for bringing the surface to a clean and even condition appropriate to receive the membrane. (a) Contractor or his approved subcontractor shall have a minimum of five years experience installing coatings and shall have successfully completed at least three projects of similar size and complexity. The Applicator shall be approved by the coating materials manufacturer. (b) Contractor is required to provide a written five year warranty. Warranty will stipulate that during the warranty period, Contractor will promptly replace defective work without additional cost to the Owner. 'File following types of failures shall be adjudged as defective: (i) Loss of waterproofing integrity. (ii) Adhesive or cohesive failure (iii) Crack as a result of it crack in substrate, provided that such crack is not greater than 1/16 inch in width. (c) Contractor will install the Vulken 350/351 Polyurethane Membrane System following the manufacturer's recommendations. The Base Coat of the System shall be Vulken 350, polyurethane rubber with a wet thickness of 40 mils (40 mils dry thickness). The topcoat of the coating system shall be Vulken 351, abrasion resistant traffic layer wet thickness of 20-25 mils (15 mils dry thickness). Owner will select color of the topcoat from the standard colors provided by manufacturer. Contractor will provide up to three samples of different colors and textures for selection and approval by Owner and Engineer. 2.18 Damage Survey Srunnuny A Summary with the Damage Survey quantities is provided in the Appendix. 2.19 Similar Protlucts/Substitutions Whenever a product is specified by name, it is understood that other products with similar characteristics are acceptable. Submit Spec Sheets of the proposed alternative products for approval by the Engineer and Owner. Removal Geometry Section Elevation Cga110n1 Before sterling removals. rovlow effect of removals on stractuml Integrity. Provlda shoring of member as necoesnry. Particular care shall be exercised at etab/beam connecllons to columns. Elevation Section Beam or Fib Column Curnor Slab or Wall IPartial Depth Slab or Well Full Depth 03730-2 Intarnallonal Concrete Repair Institute Exposing and Undercutting of Reinforcing Steel Theme details are applicable to horizontal, vertical, and overhead locations. They ore also applicable to removal by hydro -demolition, hydro -milling, and elec- itic, pneumatic or hydraulic impact breakers. Q Remove loose or delaminaled concrete above cor- roded reinforcing steel. © Once initial removals are trade, proceed with the undercutting of all exposed corroded bars. Under- cutting will provide clearance for under bar clean- ing and full bar circumference bonding to surrounding concrete, and will secure the repair structurally. provide minimum 1/4 inch (19 rom) clearance between exposed rebars and surrounding concrete or'/. inch (6 tam) larger than largest aggregate in repair material, whichever is greater. Q Concrete removals shall extend along the bars to locations along the bar free of bond inhibiting corrosion, and where the bar is well bonded to surrounding concrete. Q If non -corroded reinforcing steel is exposed dur- ing the undercutting process, care shall be taken not to dmnage the bar's bond to surrounding concrete. If bond between bar and concrete is broken, undercutting of the bar shall be required. Q Any reinforcement which is loose shall be secured in'place by tying to other,accured bars or by other approved methods. Surface Preparation Gulde 03730-3 Cleaning and Repair of Reinforcing Steel Cleaning of noinforoin9 Steel 0 All heavy corrosion and scale should be removed from the bar as necessary to promote maximum bond of replacement materiai. Oil free abrasive blast is the preferred method. A lightly banded light mat build-up on the surface is usually not detrimental to brand, unless a protective coating is being applied to the bar surface, in which case the coating manufacturer's recommendations for sur- face preparation should be followed. Concn�� 9tAshsN � \ nNetordnp \ "0"1. nepolr of nelnforcllse Steel Due to Lots of Section If reinforcing steel has lost significant cross section, a structural engineer should be consulted. if repairs are required to the reinforcing steel, one of the following repair methods should be used: • Complete bar replacement, or • Addition of supplernental barover affected section; 03730-b New bars may be mechanically spliced to old bars or placed parallel to and appmximateiy'/• in. (19 mm) from existing bars. Lap lengths shall be determined in accordance with AC131 B; also refet to CRSI mid AASIfI'O manual. I—, Supplemental Bar pwnulrad Lao /MeCIBO t.engv' Intemellonal Concrete nepalr Inabibule "�l 5 Edge and Surface Conditioning of Concrete These details are applicable to horizontal, vertical, and overhead locations. 71rey are also applicable to removal by hydro -demolition, hydromilling, and elec- tric, pneumatic or hydraulic Impact breakers. Do nor use these details for shorcrere applicalions-- for shotcrere repairs refer to AC1506 Edge Prepara- rion Guidelines. Q Remove delaminated concrete, undercut rein- forcing steel (refer to -Exposing end Undercut- ting of Reinforcing Steel" on page 3), rcmuve additional concrete as required to provide mini- mum required thickness of repair material- 4D At edge locations, provide right angle outs to the concrete surface with either of the following methods: Sawcut 1/2" (13 mm) or less as required to avoid cutting reinforcing steel. - Use power equipment such as hydrodernolilion or impact breakers. Avoid feather edges. Q Repair configurations should be kept as simple as possible, preferably with squared comers. ® After removals and edge conditioning are com- plele, remove bond inhibiting materials (din, concrete slurry, loosely bonded aggregates) by abrasive blasting or high pressure walerblasting with or without abrasive. Check the concrete surfaces after cleaning to insure that surface is free from additional loose aggregate, or that ad- ditional delammations are not present. Q) if hydros emolition Is used, cement and particulate slurry must be removed from the prepared surfaces before slurry hardens. Surface Preparation Guide Boundary of loose Recommended and delsminated Layout concrete v13 r w-v ESTIMATED QUANTITIES B-1 = 16 CF B-2 = 23 CF B-3 = 23 CF B-4 = 7 CF (SEE NEXT SHEET) )RAIL RB-1= 23 CF S1 = 30 CF 32 = 16 CF . REINFORCED FOR ALL BEAMS \LL BE 2#6 BARS T&B WITH #3 ;APS AT 24" O.C. UNLESS FOUND -ERENTLY WALL SECTION 5'-8" BOTTOM FLOOR SCALE ! 1/4" = T NOTE: BALCONY SLAB CONSISTS OF 2" FILIGREE PRESTRESSED SLAB WITH 3" TO 5" CONCRETE TOPPING WITH #4 EDGE HOOKS AT 24" O.C. Jog No. 95-423 MOSBY AND ASSOCIATES, INC. Deem® YPICAL WALL °°" "°'"°""' Zt m VILLA DEL SOL ].Ed-NT9AVENU6 a wm AJU SECTIONS ve90 esacx Monoa aneeo rtE Jun 1996 ST. LLUE COUNTY. flnnlo/. °NaNF rAX 401).an ce°.oaae K ------ lop B--------- �C - _ --------------------- 0 B-4(TYP) b B-4(TYP) b 1 m . B Ir EXTERI R ELEVATION C B• BEAM 2(5 TAB TAB .E ! /V r . b- BEAM 2(b TAB 2/B TAB 0 BEAM 2 TAB R ,SF '.' 50 SF(FYP),' 'ol 95 7YP)•, IB'-0- I. 215 TAB 2/5 TAB SECTION B—B 5'-8" FLOOR SIDE SECTION x 'Vr-r 1ST FLOOR PLAN 2P1 TAB 20 TAB SECTION C—C 3'-0" FLOOR SIDE SECTION E E11/C-1' 2µ 8' BEAM A 2/5 T&B 0� BEAR xqJ tae CQ i JRD FLOOR B' BEAM 2/5 T&B 2qI a' BEAM 2/5 T&B 6' DEAN 2/5 T&B e B-4(TYP) B a B-4(TYP) xN0 FLOOR BEAM us T&B 2/a r BEAN A 2/5 T&B EXTERIOR ELEVATION SECTION B-B 2ND FLOOR PLAN SINE: 1/4' . r VC B' T 2/5 T&B 2/5 T&B OB 0 BEAN 2#5 T&B 215 T&B SECTION A -A 5VLE : 1/4' - I' SECTION C-C 3RD FLOOR PLAN .E : I/v a I• WDRNL I BUILDING 3 UNIT A COMMENTS HURRICANE SHUTTERS ON 711E RIGHT HALF. �C SURFACE RUST ON WAU v la•-c C EXTERIOR ELEVATION VI 4� III 16-0 I. 1 1 SECTION A —A 1ST FLOOR PLAN N s•-a- COUNG RUST 4 SF 0 0 I I 0 5'-9- ri ri SECTION C—C SECTION B—B 3'-0" FLOOR SIDE SECTION 5-8" FLOOR SIDE SECTION scnE : V! - 1• 5ME : I/C - E MMOSBY 95-423 A. ASSOCIATES. INC. cr✓,vm Ala_ VILLA DEL SOLI--��—m•c®m a,va . un nvezm verso awa1 rtoaon a...e w1e St. IULIE CWIOY, fLOPDA •1µ n.11, �,y� lie-= 1•_0' I BUILDING 3 UNIT B COMMENTS SECOND AND THIRD FLOORS ARE PAINTED 14 i A.4I EXTERIOR ELEVATION REPAIR SPALLING IN SLAB (4 5F) I kHe I6•-0' 1 SECTION B-B 2ND FLOOR PLAN S-:,/I'.,' 3 SECTION A -A SECTION C-C 3RD FLOOR PLAN YHF , 1/P _ I• BUILDING 9 UNIT C COMMENTS SECOND AND THIRD FLOOR COHERED MATH TILE HURRICANE SHUTTERS ON TOP AND BOTTOM. A� Cv R LIG KZjfRE v 3'—U" j JRD FLOOR C HANORNL h 7n 3'-0- �e o REPAIR AfET RECEPFACIX SPALUNC AT EDGE 2ND FLOOR o HANDRAIL AEI SECTION A —A EXTERIOR ELEVATION G OF �i FILE (6 SF) L I SPALLING Or BEAM AT EDGE O, SUOING GIA65 DOO? FOVR FF SECTION 0-0 SECTION C—C 2ND FLOOR PLAN 3RD FLOOR PLAN mM 96 t2 MOSEY AM ASSOCIATES, INC. VILLA DEL SOL 0-. 14TOA ran®w else -Falls area nenaL noaoA St. LUCIE CMW. FLORFM I.. I.. -a ". rA. ..It .11 lry1E I/1 I'-U- BUILDING 3 UNIT D COMMENTS UNIT APPEARS TO HAVE NO STRUCTURAL DAMAGE SCREEN ENCLOSURE ON LEFT S10E B Y{ O b Y 'I e EXTERI R ELEVATION lop. C VI .y 1 Is•-o' I,� Is•-o• �, 1ST FLOOR PLAN N b b I I m SECTION B—B SECTION C—C 5'—B" FLOOR SIDE SECTION 3'-0" _FLOOR SIDE SECTION M R MOSBV Aro ASSOCIATES• INC.VILLA DEL SOLaaF - lae AN Si. LUGIE CWIIIY, fLURDA W.. en>nE fLOFYA awe IAA IFOiI T 11 1/4'a 1'..0• N BUILDING 3 UNIT E COMMENTS SECOND AND THIRD FLOOR PAINTED HURRICANE SHUTTERS ON TOP AND BOTTOM A� u ------------------ j DRO FLOOR C NANpRNL .I h 'n u3 REPLACE EDGE OF HALOOW B® (ENDRE LENGTH v REPAIR SLAB b 214D FLOOR B HANOML m 1B,_0. -- A �I N SECTION A -A EXTERIOR ELEVATION �.. /. REPAIR SPAWAIG = I 16'-T 16-0 1 SECTION B-B SECTION C-C 2ND FLOOR PLAN 3RD FLOOR PLAN GME .mxa 95-40 MOSBY Am ASSOCIATES, INC. DMM AM — VILLA DEL SOL ..Z-®+ Fay w 2466 - lae Aw Ul w.o eewcx rto.oA a..ee was St. LUCIE COU'". "FUDA BUILDING 3 UNIT F COMMENTS SECOND FLOOR PAINTED HURRICANE SHUTTERS ON TOP A� R BEAM AM S-0" Cv (3' x 3' P-) v T JRD FLOOR C IINIDRNL 'I h RLFLACE HANDRAIL ✓f -- REPLACE SLAB Be o REPAIR EDGE OF SLIDING vF-� OF SLAB GLASS DOOR (10 SF) B o IIANpRNI 2ND FLOOR REPAIR C VMN (6 Do _ � 78'-0' I 5�-✓i A � LCOLUUM (12 CF) SECTION A —A EXTERIOR ELEVATION �., I/• _,- REPLACE SILL BEAM b ...................................... .... .., Ul 16-per REPLACE SLAB SECTION B—B RE-PNR•I $PALLING SEC (4 sF) SECTION C—C 2ND FLOOR PLAN 3RD FLOOR PLAN JW XO. 86-�2] MOSIiY Alo ASSOCIATES, INC. wuvn AlD VILLA DEL SOL non ---tea Eaten N91-ROTH Aw V' veeo �wal. FtoAnA v.w Lure 31. LUDIE CWIIIY, M1DflM K NOR a 11 BUILDING 3 UNIT G COMMENTS SURFACES PAINTED HURRICANE SHUTTERS AND SCREEN ENCLOSURE ON LEFT AND RIGHT SIDES ----- 8----------, vq v N 16'-0 B C EXTERIOR ELEVATION h I. 18 -0 SECTION A —A 1ST FLOOR PLAN scut : lvv - E o ? i 3-0 5•-6. SECTION C—C SECTION B—B S—O" FLOOR SIDE SECTION 5-8" FLOOR SIDE SECTION ,Acxn as-42T MOSBY Am ASSOCIATES, INC, m AB VILLA DEL SOL 1ecalrflw 141H AW Ylllo Bntl1. ROIIOA s.we DAM ST. LUVE CMIM. RO6M pww 1b" r" UmI r sy Ir1lE 1/4-- 1--0- E BUILDING 3 UNIT J COMMENTS FLDORS PANTED UNIT APPEARS TO HAVE NO STRUCTURAL PROBLEMS In b Ro •I 16-0- EXTERIOR ELEVATION I� C n m N 16_O. 1� 118-U 1 1ST FLOOR PLAN r b b 1 1 SECTION B-B SECTION C-C 5'—B" FLOOR SIDE SECTION 3'-0" FLOOR SIDE SECTION SCNL: 1/f � f SVLF: 1/f• � 1• �IBIR B6-121 MOSBY ♦m ASSOCIATES, INC. lr-� VILLA DEL SOL wE - Im AM d K40 OPliCll MORON f�w0 WR -O Fv S1. LUCIE CELT". FLORIDALORrxo p9" rromn 110 rwr vn I/E-= 1' t BUILDING 3 UNIT L COMMENTS SECOND AND THIRD FLOORS PAINTED UNIT APPEARS TO HAVE NO STRUCTURAL PROBLEMS A ®1 EXTERIOR ELEVATION SECTION B-B 2ND FLOOR PLAN .:,i.-_1 SECTION A -A EVIL: v _, SECTION C-C 3RO FLOOR PLAN HANOML BUILDING 4 UNIT A COMMENTS SURFACE LLF I ANU Kl4 I x : I/V " I' SECTION A —A 1ST FLOOR PLAN sum: 1/I•- V SECTION C—C 3'-0" FLOOR SIDE SECTION XN : 1/4' . I' SECTION B—B 5'-8" FLOOR SIDE SECTION SGVE, I/C.I' BUILDING `} UNIT B COMMENTS CARPET TO BE REMOVED FROM SECOND AND THIRD FLOORS C A®I EXTERIOR ELEVATION sue.1/1- 16'-o' SECTION B—B 2ND FLOOR PLAN HANOML I SECTION A —A 0 REPLACE HFAN 'I SECTION C—C 3RD FLOOR PLAN S E 1/C-f DEL S —I ST. I.UCIE CMW. RORPI I jL(=i�i flay lun fb-0U!� f/V UOTI Pswn_ Fll! 1/� � I-0 BUILDING 4 UNIT c COMMENTS HURRICANE SHUTTERS ON TOP AND SDTTOM W W. A.41 EXTERIOR ELEVATION 2ND FLOOR PLAN S-T 3 01 1 1 \ REP( CE BE 5 5,-B, SECTION A —A . ..". I' REPLCE SEAM AND 5LIf .. . . . . . . ....... ...... .. ..... ..... ...... . ........ =.N.- . ........... ... . . . ........ ......... . . ... . . ........ .... SECTION C—C 3RD FLOOR PLAN s . I/V - V BUILDING 4 UNIT D COMMENTS HURRICANE SHU TERS ON RIGHT AND LEFT. ---- — >o REPAIR SPALI.ED 9EPM B 6'-O" EXTERI R ELEVATION c S E: 11C-f REPAIR $PALLED GF" i I tfi o I 1ST FLOOR PLAN 5'-6" b b ' I ro m S-0 TI- S-5 SECTION B-B SECTION C-C 5'-8" FLOOR SIDE SECTION 3'-0- FLOOR SIDE SECTION SCA1E: 1/(n 1' IMMOSBY eEo veeoueeeAnAO-SL SnOoeoCn .aA.oT.aE S. INC.ILLDEL SOL "l"oa�uvm w 1n AAM 5. LUCIE CWH. FLOFMV_ _ �rnx 1 n n.-a1r EriiE 1/� 1_ U BUILDING 4 UNIT I- COMMENTS SECOND FLOOR TILED, THIRD FLOOR PAINTED HURRICANE SIIUTTERS ON TOP hND BOTTOM 8' BEAM A 2/5 T&B 8 BEAM - 2#5 T&B #3 TAB REPLACE C8' BEAN 2R i&B zf rl -9 H82�2j BEAN 2/5 T&B 2#5 T&B >0 ooB vE3 BEAN2/5 T&B Z/A._ 2/5 ME ow 8 BFAN REPLACE BP 2/5 T&B REPLACE BEAN ,FULL LENCTN A® NLL LfWGTH SECTION A -A EXTERIOR ELEVATION 9' BEAM 87 BEAM 2/5 T&B 2 5 T&B z/5 MEA REPLACE BEARS 2R1 I I IBA-D' SECTION 8-8 2ND FLOOR PLAN I. i V... f NE RAIL I SECTION C-C 3RD FLOOR PLAN BUILDING `t UNIT F COMMENTS SECOND FLOOR TILE, THIRD FLOOR PAINTED HURRICANE SHUTTERS ON TOP AND BOTTOM A� REPLACE LIGHT FIXTURE 3-O C j v n JRD RODR C rygRORNL m I h in -- S-0' R LLG�st�AB. REPAIR COLUMN v B� 0 I^ 2ND FLOOR b pnxORAlI m a a A (FULL LENGTH) (] CF) - SECTION A -A EXTERIOR ELEVATION /• -I ----------------- REPAIRCOLUMN ... .:.........:.._•._-..........._.....-. .,..,,........... `� : n I (FULL HEIGHT OF DOOR OPENING) iO (10 CF) I6'-0� �..:::...................:.:_:.._..-....._.._::.:...::..-.............:_.....:-:.......:.....-__.._"_. REPLACE 5'LA9 PAI P AT D IL IR QPAI l FD FDC-E SECTION B-B (7) SECTION C-C 2ND FLOOR PLAN 3RD FLOOR PLAN /T,T� .W n4 95-42D JUS�EL1lrt.MOSBV wro ASSOCIATES. INC. auvn AIa VILLA DEL SOL �..�m. t MIN vtvv -Ian wwroe K'lIV 4M11.O fpt,p St. LOPE CWIaY, fLORQI •vµ (ton w-owv BUILDING 4 UNIT H COMMENTS HURRICANE SHUTTERS 0 TOP AND BOTTOM. A PAlR BE M ul ------------ REEME-BEAM C� WD rL00R v kR�CE DRAIL el REPLACE BEAM uS h BB ? REPLACE 4. OF COLD _ vp c M HANDRAIL 2ND FLH - B I b REPLACE BEAM = 214 •le-0' S'-g• A I REPLACE BFiU1 SECTION A -A EXTERIOR ELEVATION �E• IL• r REPLACE 0L:9M REP LACE BUSAAl I IO „ I I SECTION B-B SECTION C-C 2ND FLOOR PLAN 3RD FLOOR PLAN sulc: Ile . I. 6CNE I I/•' - P M85-423 IMOSBY Am ASSOCIATES. INC. p m aw VILLA DEL SOL ram®w repo snaL Ro�oA a.w are ST. LUCK COUM . RORDA rrnra. He0 wcw� rwX coil r,v-eep a.NE I/1•+ L_�• BUILDING 4 UNIT I COMMENTS SECDND FLOOR TILED HURRICANE SHUTTERS 014 TOP AND BOTTOM SCREEN ENCLOSURE ON TDP A -------------------- V, 3RD FLOM HARMAIL 5 AN Al (10 CF) RE COLUA e1w HANMAJL 2ND ROOK (10 cr) �wl --------------- 7— j SECTION A -A EXTERIOR ELEVATION REPLACE BEAM .... . ....... .... . . ...... ... ...... .... .... ...... ... - ...... ........ . . . . . . . . . . . . . . . . . . . ..... ................. ...... .... .. ... ... . ............. .... . ...... ... ....... .. ..... . ..... . . . ...... ................ REPLACE COLWNS 16'-0, SECTION B-0 SECTION C-C 2ND FLOOR PLAN 3RO FLOOR PLAN =Am: IMMOSSY A. [ ASSOCIATES. INC. VILLA DEL S0L•. VAODM SL LUVE CWMY- TWRVA ru 1/4 BUILDING 4 UNIT K COMMENTS HURRICANE SHUTTERS AND SCREEN ENC OA RES IXJ TOP AND BOTTOM 54 A®I EXTERIOR ELEVATION SECTION B-B ZND FLOOR PLAN s., ! V" - + E3 SECTION A -A SECTION C-C 3RD FLOOR PLAN .t1,IC-P HANDRNL BUILDING 5 UNIT A COMMENTS HURRICANE 9iU TTERS ON LEFT A D RIGHT SIDES SCREEN EPIOLOSURE ON RIGHT S10E surf: 1/' SECTION A -A 1�T GLOOR PLAN /r• - v . SECTION C-C 3'-0" FLOOR SIDE SEC11011 =AT : vt - r SECTION B-B 5'-6- FLOOR SIDE SECTION sort: 1/f . f BUILDING 5 UNIT B COMMENTS HURRICANE SHUTTERS ON TOP AND BOTTOM A� ------- 4v FEPIAGE BE.Mt l^� � v JRD FLOOR C HANDRAIL h N h t� B® a REPLACE' COLUMN RGPI ACC (DOLVGM) - v� (10 CF) _ o HANORNL 2ND FLOOR 16-0 b-e. N N A.4 SECTION A -A EXTERIOR ELEVATION �6 i REPLACE BEAM I I b REPfAGE COLUMNS I6•_p• 6 SECTION B-B SECTION C-C 2ND FLOOR PLAN 3RD FLOOR PLAN IX I/V 95-423 MOSBV A. ASSOCIATES, INC. uuvn AM VILLA DEL 50L ""'^"�' 1m®W .,f9 - 1.1. AKNo! VE., gRMI. ROPDA f�M [Nl6 5!. LUCE COIJW. HARM a - BUILDING 6 UNIT D COMMENTS h T ------------------- -- C.o AM - B 16-0- EXTERI R ELEVATION C suLl : yr - r • F� o REPLACE BEAM Y REPLACE COLUMN BrLOW 16'-w I. 15T FLOOR PLAN 6•-B• B _B. 0 ? CE-S442-. I piers' ereu m n � SECTION B—B SECTION C—C 5'—B" FLOOR SIDE SECTION 3'-0" FLOOR SIDE SECTION r x E : VVIM- MOSEY AID ASSOCIATES: INC, 2L- AI— VILLA DEL SOL UW • lllx AWN! YIIIO BAOIROPOA aaw p,1}Q ST. LNE OO6MY, N.OROA `rax potl alx-e0ua A91E I/{ BUILDING 6 UNIT E COMMENTS A------------------------- w v Gv j JRD ROOK HNIDRNL ti N PAIR COLUMN S-0" Be `o RID -AIRED, REWIRES STUCCO vB I b HANDRAIL 2ND FLOOR 1 0 16 -0- _- I 5-6 A.4 SECTION A —A EXTERIOR ELEVATION V [+ I •' aV 1-7 1I REPNR COLUMN I8-0 I fi SECTION B—B SECTION C—C 2ND FLOOR PLAN 3RD FLOOR PLAN i9MLL 95-4L ]MI�0.9113Y A. ASSOCIATES, INC. wr1, AID VILLA DEL SOL' 1162 • NIP AWA! ♦F10 R RONOA a1MC p re St, IUPC CWNIY, fIORW 1�1 ryoN anmVP " 1/1 I'-0' BUILDING UNIT F COMMENTS SECOND AND THIRD FLOORS PAINTED HURRICANE SHUTTERS ON BOTTOM 2ND BOOR HURRICANE SHUTTER MOUNT IS ON 3RD FLOOR, BUT THERE ARE NO SHUTTERS ATTACHED A� ;'- - - - - - - - - - -------- REPAJR BFAM 3'-0 N C i 3RD FLOOR C NANDRNL m S REPAJR SCAB SPALLING (FULL LENGTH ' N SPALLING REPLAGE COLUMN v v o TrU C B I B "ANDRAIL TND FLOOR i -- 16•-O. Ti., 5-g N A �I SECTION A -A EXTERIOR ELEVATION I REPAIR.BLAB SPAGLNG I I (FULL LENGTH) (� CF) 16'-DL t REPIAGE COLUMN SECTION B-B SECTION C-C 2ND FLOOR PLAN 3RD FLOOR PLAN ,/C - IMMOS13Y Am ASSOCIATES, INC. arum Am VILLA DEL SOLw rasa - wn ww,oe VEI10 8FM11. ROIIOw f�M palR ST. LunE CWflIY. FLORMI'-O- BUILDING UNIT a COMMENTS E3 - - - - - - - - - - - -- - 6 ----------------------- to REPL4CE BEAM REPLACE BEAM .... ..... EXTERIOR ELEVATION ... . ....... . ...... Pi gCdlf .... ....... . — R is' -or SECTION A -A 1ST FLOOR PLAN sae:: 1/4* 5-W 7 EEL�_ u o BLdC FAM- �j SECTION C-C SECTION B-8 3'-0" FLOOR SIDE SECTION 5-13" FLOOR SIDE SECTION .4E: 1/4- - f ps-4" MOSBY A. ASSOCIATES. INC. W ns VILLA DEL SOL MW®m ".. -ten Avae:eM verso ernal, nQ..A.. mm ST, LUCIE COUIM, RORVAr%lien =411" r-w BUILDING 5 UNIT H COMMENTS HURRICANE SHUTTERS AND SCREENED ENCLOSURE ON TOP AND BOTTOM A 3'-O" REP Lc ^v f SL1H - lri�n 3RD BpOEPLACE BE1M _ hN f.ADRAIL i 3'-O" REPLACE SLAB eREPLACE BEAM v 0 B 2ND ROOK o HnxpRNl. m B -0 N A.4 SECTION A —A EXTERIOR ELEVATION uc:W.V REPLACE BEAM I "I I I REPLACE SLAB 16'-O" SECTION 8-8 SECTION C-C 2ND FLOOR PLAN 3RD FLOOR PLAN JCBxG S6-l2O IMMOSBY Am ASSOCIATES, INC. 2M AM VILLA DEL SOL Mf¢ • H111 ..A I vtio �nol RO¢o.a./w pE� ST. UUME COUNTY, RORM •'•^'�� a n� ^"' s 1/�'- I'-0_ A .",;,,`, n e BUILDING 5 UNIT L COMMENTS SECOND AND THIRD BOORS ARE TILED HURRICANE SHUTTERS ON TOP AND BOTTOM 14 E 03 A 41 EXTERIOR ELEVATION SECTION A —A .c,L.: ,n . � REPLACE COLUMN I L in 16,-p. 1 I REPLACE COLUMN SECTION B—B 2ND FLOOR PLAN SCAM: VA' ^ I SECTION C—C 3RD FLOOR PLAN SCALE , Ile _ I• VILLA DEL SOL REPAIR SUMMARY UNIT .SCREEN REMOVAL SHUTTER REMOVAL HANDRAIL REMOVAL & REPLACEMENT SLIDING GLASS DOOR REMOVAL & REPLACEMENT BEAM REPLACEMENT - SLAB REPLACEMENT COLUMN REPAIRS & EDGE SPALLS SPALL REPAIRS DECK WATERPROOFING B-1 B-2. B-3 & RB-1 B-4 S-1 S-2 3A - 1 1 - - - - - - - 4ft2 145ft2 3B - - 1 - 50% - - - - 4fN 145ft2 3C - 2 1 1 - - - - - 6ft2 145ft2 3D 1 - 1 - - - - - - - - 145ft2 3E - 2 1 - - - - - 1 - 4ft2 145ft2 3F - 1 '1 2 - 1 2 - 1 18ft3 14ft2 145ft2 3G 2 2 1 - - - - - - - - - 145ft2 3H - - 1 1 1 - - - 1WJoft3 - 145ft2 31 - 2 1 1 - 1 - 1 1- 145ft' 3J - - 1 - - - - - -- 145ft' 3K - - 1 2 - 2 - 1 1 - 145ft2 3L - 1 - - - - - -- 145ft2 4A 1 2 1 1 1 - - i -- 145ft2 4B - . - - 1 - 2 - 2 1 1 - 145ft2 4C - 2 1 2 - 2 - - 14ft2 145ft2 4D - 2 1 - - - 1 - - - - 145ft' 4E - 2 1 - - - 4 - - - - 145ft2 4F - 2 1 - - - - 1 17ft2 - 145ft2 4G 2 2 1 2 2 - 1 1 1 - - 145ft2 4H - 2 1 2 - 2 2 - - - - 145ft2 41 1 2 1 2 - 1 - - 1 20ft3 - -445ft 4J - 2 1 2 2 - - - 1 7ft' -4K 2 2 1 2 - 2 - - - - -4L - 2 1 2 - 2 2 - 1 1OW -5A 1 2 1 2 2 - - - 1 UNIT SCREEN REMOVAL SHUTTER REMOVAL HANDRAIL REMOVAL & REPLACEMENT SLIDING GLASS DOOR REMOVAL & REPLACEMENT BEAM REPLACEMENT SLAB REPLACEMENT - -COLUMN — REPAIRS & EDGE SPALLS -SPALL-i REPAIRS DECK WATERPROOFING B-1 B-2, B-3 & RB-1 B-4 S-1 S-2 5B - 2 1 - - - 2 - - 20ft' - 145ft' SC - - 1 2 - 2 - - 1 - - 145ft' SD - - 1 2 2 - - - - - - 145ft2 5E - - 1 - - - - - - 10ft- - 145ft' 5F - 2 1 - - - 1 - - 7ft' - 145ft' SG - - 1 2 2 - - - - - - 145ft' 5H 2 2 1 - - - 2 - 1 - - 145ft' 51 - 2 1 2 - 2 - - 1 - - 145ft' 5J 2 2 1 1 1 - - - 1 7ft' - 145ft' 5K - - 1 -2 - 2 2 - 1 - - 145ft' 5L - 2 1 - - - - - - 20W - 145ft' SUBTOTAL 14 46 36 37 13 21.5 20 5 17 156ft' 36ft' 5220ft' ALLOWANCES - - - - - - - - - Soft' 100ft' - TOTAL 14 46 36 37 13 21.5 20 5 17 206ft' 136ft' 5220ft'