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HomeMy WebLinkAboutCONSTRUCTION PLANENERAL NOTES OR 45 POUNDS PER 1.000 SO, FT. 2. LOADERS AND HEAVY PLATE COMPACTORS ARE TWO TYPES OF EQUIPMENT THAT HAVE BEEN USED SUCCESSFULLY.. I ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING 3. FILL MATERIAL SHALL BE CLASSIFIED AS A-1, A-3, OR A-2.4 IN A CORDANCE WITH AASHTO M-145 AND SHALL BE FREE FROM 6. STAPLES FOR SOD PLACED ON SIDE SLOPES 3:1 & STEEPER SHALL BE BLACK IRON WIRE NOT SMALLER THAN 14 GAUGE, ANDWORK. NO FIELD CHANGE OR DEVIATIONS FROM THE DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER. VEGETATION AND ORGANIC MATERIAL NOT MORE THAN 12% B WEIGHT OF FILL MATERIAL SHALL PASS THE NO.200 SIEVE. BENT FROM A LENGTH OF WIRE AT LEAST 25 INCHES LONG INTO A'U'WITH A 1 INCH WIDTH AT THE CROWN. COST OF STAPLES 3. DENSIFICATION PROCEDURES MUST COMPLY WITH THE CAPABILITY OF THE EQUIPMENT EMPLOYED.. THE CONTRACTOR SHALL CONTACT ENGINEER OF RECORD, THE APPROPRIATE GOVERNMENTAL JURISDICTIONAL AGENCY 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING C TIFIED MATERIAL TEST RESULTS TO THE ENGINEER OF THE SHALL BE INCIDENTAL TO THE SOD UNIT PRICE. 4. WHEN SELF-PROPELLED STEEL DRUM VIBRATORY EQUIPMENT CANNOT BE USED AS SPECIFIED, VIBRATORY PLATE AND ALL OTHER CONCERNED UTILITIES AT LEAST 2 FULL BUSINESS DAYS IN ADVANCE OF CONSTRUCTION OPERATIONS. RECORD PRIOR TO THE RELEASE OF FINAL CERTIFICATION BY HE ENGINEER. TEST RESULTS MUST INCLUDE, BUT MAY NOT BE 7. WATER USED FOR IRRIGATION MAY BE OBTAINED FROM ANY APPROVED SOURCE. IT SHALL BE FREE OF EXCESS AND HARMFUL COMPACTORS MAY BE USED. WHEN THIS CONDITION OCCURS, THE OVERALL DENSIFICATION PROCEDURE MUST BE REVISEDFE3[Kj 3. THE LOCATION AND SIZE OF ALL EXISTING UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE AND ARE BASED ON THE BEST LIMITED TO, DENSITIES FOR SUBGRADE AND BASE DENSITIES UTILITY CROSSINGS, MANHOLES, INLETS, AND STRUCTURES. CHEMICALS, ACIDS, ALKALIES, OR ANY SUBSTANCE, WHICH IS HARMFUL TO PLANT GROWTH. TO COMPLY WITH THE CAPABILITY OF THE EQUIPMENT EMPLOYED. IN GENERAL, SMALL PLATE COMPACTORS WILL BE AVAILABLE INFORMATION. ADDITIONAL UTILITIES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL TEST SHALL INCLUDE ASPHALT GRADATION REPORTS, CONCR CYLINDERS, ETC. DENSITY TESTS SHALL BE PERFORMED AT EFFECTIVE TO A MAXIMUM DEPTH OF 6 TO 8 INCHES. BE RESPONSIBLE FOR PHYSICALLY LOCATING ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITIES BY THREE (3) LOCATIONS AROUND ANY STRUCTURE. BEGIN TESTII IG IN THE FIRST FOOT ABOVE THE BOTTOM OF THE STRUCTURE 8. WHERE SODDING WILL BE DONE, ALL LOOSE ROCK, WOODY MATERIAL, AND OTHER OBSTRUCTIONS THAT WILL INTERFERE WITH 1E ENGINEERS Q SURVEYORS ELECTRONIC METHODS AND BY HAND EXCAVATION IN COORDINATION WITH ALL UTILITY COMPANIES, PRIOR TO BEGINNING ANY AND THEN EVERY TWO FEET TO WITHIN TWO FEET OF THE FINISH GRADE; THESE DENSITY REQUIREMENTS ARE THE MINIMUM. SODDING SHALL BE REMOVED AND THE AREA SHALL BE REASONABLY SMOOTH AND UNIFORM. LIME AND FERTILIZER WILL BE SOIL RECOMMENDATION AND REQUIREMENTS CONSTRUCTION OPERATIONS. ANY AND ALL CONFLICTS OF EXISTING UTILITIES WITH PROPOSED IMPROVEMENTS SHALL BE RESOLVED BY THE ENGINEER AND THE OWNER PRIOR TO BEGINNING ANY CONSTRUCTION OPERATIONS. THIS WORK BY THE THE CONTRACTOR SHALL VERIFY DENSITY REQUIREMENTS AN PROTOCOLS WITH THE LOCAL APPROVING AUTHORITY PRIOR APPLIED IN THE SAME QUANTITY AND MANNER AS SPECIFIED BY THE MANUFACTURER, PORT SAINT LUCIE OFFICE CONTRACTOR SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL COMPENSATION SHALL BE TO CONSTRUCTION OR BIDDING OF THE PROJECT. 1. STRIPPING AND GRUBBING: Ir 10250 SW SUITE VILLAGE PARKWAY o ALLOWED. 9. THE SOD STRIPS SHALL BE LAID IN A STAGGERED PATTERN WITH SNUG EVEN JOINTS. ALL JOINTS SHALL BE BUTTED TIGHT TO DURING THE GRUBBING OPERATION, ROOTS WITH A DIAMETER GREATER THAN % INCH, OR SMALL ROOTS IN A DENSE STATE,11 PORT SAINT LUCIE, FL 34987 3 5. ALL INLETS AND PIPE SHALL BE PROTECTED DURING CONSTRU1,TION TO PREVENT SILTATION IN THE DRAINAGE SYSTEMS BY PREVENT VOIDS. IMMEDIATELY FOLLOWING SOD PLACEMENT, IT SHALL BE ROLLED OR TAMPED TO INSURE SOLID CONTACT OF SHOULD BE GRUBBED AND COMPLETELY REMOVED. IL T 772340-4990 0 4. PROJECT SUPERINTENDENT: THE CONTRACTOR SHALL PROVIDE A QUALIFIED SUPERINTENDENT TO REMAIN ON THE JOB SITE WAY OF TEMPORARY PLUGS AND PLYWOOD OR PLASTIC COVE S OVER THE INLETS. THE ENTIRE DRAINAGE SYSTEMS SHALL ROOT MAT TO SOIL SURFACE. THE SOD SHALL BE SECURELY ANCHORED TO THE SOIL BY PINNING WITH STAPLES OR WOODEN PROOF -ROLLING THE CLEARED SURFACE IS RECOMMENDED TO LOCATE ANY UNFORESEEN SOFT AREAS OR UNSUITABLE 'AR T12-462-2455 w AT ALL TIMES WHEN WORK IS BEING PERFORMED. THE SUPERINTENDENT SHALL BE PRESENT AT THE PRE -CONSTRUCTION BE CLEANED OF ALL DEBRIS PRIOR TO FINAL ACCEPTANCE. ALI CONCRETE SHALL BE A MINIMUM 3,000 PSI. SOME LOCAL PEGS WHEN PLACED ON SLOPES 3:1 OR STEEPER. COST OF STAPLES AND PEGS SHALL BE INCIDENTAL TO THE SOD UNIT PRICE SURFACE OR LOOSE TO LOOSE FINE SAND SOILS WITHIN THE TOP 3 TO 4 FEET, AND TO PREPARE THE EXISTING SURFACE FOR 11 2 MEETING. THE CONTRACTOR SHALL NOTIFY THE OWNER BY LETTER, PRIOR TO THE PRE -CONSTRUCTION MEETING, GOVERNMENT STORMWATER PROJECTS MAY REQUIRE TELEVIE ING OF THE STORM SEWER. CONTRACTOR SHOULD BE PIN OR PEG EACH SEPARATE PIECE OF SOD PLACED OR EVERY 3 FEET ALONG EACH CONTINUOUS STRIP OF SOD. THE ADDITION OF THE FILL SOILS (AS REQUIRED). ONE COVERAGE CONSISTS OF PARALLEL PASSES OF THE VIBRATORY ROLLER APPOINTING THE SUPERINTENDENT FOR THIS PROJECT INCLUDING A FORMAL RESUME SHOWING QUALIFICATIONS.zi KNOWLEDGEABLE OF THIS REQUIREMENT PRIOR TO BIDDING O THE PROJECT. TRAVELING AT "WALKING SPEED". EACH PASS SHOULD OVERLAP THE PRECEDING PASS BY 30% TO INSURE COMPLETE T 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE HIS COMPLETE FAMILIARITY WITH THE PROJECT SITE AND SOIL EROSION PLAN COVERAGE. SUBSEQUENT COVERAGES SHOULD BE CONDUCTED IN A DIRECTION PERPENDICULAR TO THE PRECEDING 11 ✓p wwuv,edc-inc.trom COMPONENTS TO INCLUDE SUBSURFACE CONDITIONS OF SOIL AND GROUNDWATER TABLE, BY SUBMITTAL OF A BID FOR THIS 6. ALL PROPOSED ELEVATIONS REFER TO FINISHED GRADES. COVERAGE. IN AREAS THAT CONTINUE TO "YIELD" REMOVE ALL DELETERIOUS MATERIAL AND REPLACE WITH A CLEAN, 5 PROJECT, THE CONTRACTOR ACKNOWLEDGES HIS COMPLETE UNDERSTANDING AND RESPONSIBILITIES WITH RESPECT TO THE 1. NO POLLUTION OR EROSION CAUSED BY THIS PROJECT WILL BE ALLOWED IN THE STORMWATER DRAINAGE SYSTEM. THE COMPACTED SAND BACKFILL. THE PROOF ROLLING SHOULD PRODUCE A DENSITY EQUIVALENT TO 95% OF THE MODIFIED F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 m CONSTRUCTION ACTIVITIES REQUIRED UNDER THE SCOPE OF THIS PROJECT. CONTRACTOR SHALL INSTALL ANY DEVICES NECESSARY TO PREVENT POLLUTION OR EROSION. THE COST OF POLLUTION AND PROCTOR (ASTM D-1557) MAXIMUM DRY DENSITY VALUE FOR A DEPTH OF 2 FEET IN THE BUILDING AREA. ADDITIONAL PASSES L.B. CERTIFICATE OF AUTHORIZATION 8098 § 7. THE CONTRACTOR MUST OBTAIN A WATER USE PERMIT PRIOR 0 CONSTRUCTION DEWATERING UNLESS THE WORK QUALIFIES EROSION CONTROL SHALL BE INCIDENTAL TO THE COST OF THE CONSTRUCTION. MAY BE REQUIRED IF THESE MINIMUM DENSITY REQUIREMENTS ARE NOT ACHIEVED. m 6. THE'TRENCH SAFETY ACT" SHALL BE INCORPORATED INTO THIS CONTRACT AS ENHANCED BY THE LEGISLATURE OF THE FOR A GENERAL PERMIT PURSUANT TO SUBSECTION 40E-20 302 4), F. A C. -3I STATE OF FLORIDA TO BE IN EFFECT AS OF OCTOBER 1, 1990. 2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT A SITE SPECIFIC SOIL EROSION CONTROL PLAN. IN GENERAL, 2. FILL REPLACEMENTS: THE SOIL EROSION CONTROL PLAN SHALL REQUIRE THAT ALL ON -SITE SOILS WILL REMAIN ON -SITE AND WILL NOT ERODE INTO • WHERE FILL IS TO BE PLACED ON NATURAL GROUND, THE SURFACE MUST FIRST BE PREPARED AS OUTLINED ABOVE. THE FILL m N 0 7. AS -BUILT PLANS: THE CONTRACTOR SHALL PROVIDE ONE (1) REPRODUCIBLE MYLAR COPY, FIFTEEN (15) BLACK LINE COPIES STORM SEWER NOTES THE ADJACENT ROADSIDE SWALES, ADJACENT PROPERTIES OR RETENTION DITCHES. ALL EXISTING SWALES SHALL REMAIN AT GRADE SHOULD EXTEND A MINIMUM OF FIVE FEET (F) BEYOND THE STRUCTURE OUTLINE. o a m n z AND ONE 1 DIGITAL FORMAT OF A CERTIFIED AS -BUILT SURVEY. DRAWINGS SHALL BEAR THE ORIGINAL SIGNATURE AND 1. STANDARD SEPARATION FOR ALL WATER AND/OR WASTEWATE MAINS HORIZONTAL AND VERTICAL SHALL BE PER FDEP SODDED DURING CONSTRUCTION. THE CONTRACTOR SHALL SCARIFY ONLY AS NECESSARY TO CONSTRUCT THE PROJECT. • FILL SHOULD BE A UNIFORM FREE DRAINING GRANULAR SOIL (CLEAN SAND) AND BE PLACED IN LAYERS NOT TO EXCEED 12 m y o w o w O EMBOSSEDSEALOF THE SURVEYOR AND SHALL BE SUBMITTED AFTER THE COMPLETION OF CONSTRUCTION, BUT PRIOR TO REQUIREMENTS, PROVISIONS OF F.A.C. RULE 62.604 AND TEN S ATES STANDARD OR LOCAL MUNICIPALITIES, WHICHEVER IS THE CONTRACTOR SHALL SCARIFY AREAS TO PLACE VARIOUS PIPE WORK. AFTER PLACEMENT OF THE PIPE, THESE TRENCHES INCHES LOOSE MEASURE AND COMPACTED A3 OUTLINED ABOVE. SUFFICIENT COMPACTIVE EFFORT SHOULD BE APPLIED TO � w Z d < $ O w w �„ FINAL APPROVAL. THE AS -BUILT SURVEY SHALL BE PREPARED IN PLAN AND PROFILE FORMAT BY A LICENSED PROFESSIONAL MORE STRINGENT. SHALL BE BACKFILLED AND COMPACTED TO 98% MODIFIED PROCTOR AASHTO T-180. PRIOR TO DISCHARGE FROM THE SITE, OBTAIN A MINIMUM OF 98% OF THE MODIFIED PROCTOR (ASTM D-1557) MAXIMUM VALUE. z � 3 0 W LL y N g g m ~ � m LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA AND SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE FLORIDA SILTATION BARRIERS AND HAY BALES SHALL BE UTILIZED AS PER FLORIDA EROSION AND SEDIMENT CONTROL MANUAL. THE w m D � w 0 ADMINISTRATIVE CODE AND CHAPTER 472 OF THE FLORIDA STATUES. THE DRAWINGS SHALL BE AT A SCALE COMPARABLE TO 2; ALL DISTURBED OUTFALL DRAINAGE AREAS SHALL BE SODDED PON COMPLETION OF GRADING AFTER AS -BUILT GRADE DRAINAGE WHICH OUTFACES TO THE RETENTION AREAS SHALL BE STABILIZED AND SODDED IMMEDIATELY UPON COMPLETION 3. EXCAVATION AND BACKFILLING: ° N w li THE DESIGN DRAWINGS PREPARED BY THE ENGINEER AND SHALL REFERENCE THE BASE LINE OF SURVEY APPEARING ON THE ELEVATIONS ARE APPROVED BY THE ENGINEER. OF CONSTRUCTION. ANY DEWATERING OR PUMPING OF WATER INTO THE ROADSIDE SWALES OR RETENTION SWALES SHALL • WHERE EXCAVATION AND BACKFILLING ARE REQUIRED, THE SOILS SHOULD BE REMOVED TO THE SPECIFIED DEPARTMENT e Q ENGINEERING DRAWINGS. THE HORIZONTAL AND VERTICAL LOCATION OF THE ROADWAYS, DRAINAGE FACILITIES AND ALL BE STAKED WITH BALE') HAY AND SILTATION FENCES AS PER FLORIDA EROSION AND SEDIMENT CONTROL MANUAL TO AVOID SUFFICIENT COMPACTIVE EFFORT MUST THEN BE APPLIED TO THE EXCAVATED SURFACE TO OBTAIN A MINIMUM OF 95% OF THE ° APPURTENANCES SHALL BE ACCURATELY DEPICTED TO SCALE AND SHALL BE IDENTIFIED RELATIVE TO THE BASE LINE AND TO FILLING THESE AREAS. UPON COMPLETION OF THE SITE WORK, ALL AREAS SHALL BE SODDED TO AVOID EROSION. MODIFIED PROCTOR (ASTM D-1557) MAXIMUM VALUE. READILY IDENTIFIABLE PERMANENT OR SEMI -PERMANENT REFERENCE POINTS EXISTING AFTER THE COMPLETION OF 3. PRIOR TO FINAL PAYMENT FOR RETENTION, DETENTION AND DR UNAGE DITCH QUANTITIES, ALL SLOPES AND SWALES SHALL CONTRACTOR IS REQUIRED TO COMPLY WITH ALL STATE WATER QUALITY CRITERIA. SPECIFICALLY, NO OFF -SITE DISCHARGES BACKFILL SHALL BE UNIFORM FREE DRAINING GRANULAR SOIL (CLEAN SAND) AND BE PLACED IN LAYERS NOT TO EXCEED 12 z O CONSTRUCTION. LOCATIONS SHALL BE SHOWN FOR ALL FITTINGS, VALVES, HYDRANTS, MANHOLES, SAMPLE POINTS, AIR BE SODDED TO AVOID EROSION. WILL BE ALLOWED WHICH EXCEED THE STATE TURBIDITY CRITERIA. INCHES LOOSE MEASURE. SUFFICIENT COMPACTIVE EFFORT SHOULD BE APPLIED TO EACH LAYER TO OBTAIN A MINIMUM OF �95% RELEASES, ETC., BOTH HORIZONTAL AND VERTICAL, AND THE LOCATION OF THE MAIN AT EACH BASELINE STATION AS SHOWN OF THE MODIFIED PROCTOR (ASTM D-1557) MAXIMUM VALUE. THE EXCAVATED SURFACE AND EACH LAYER OF BACKFILL S z ON THE PLANS (100 FEET MAXIMUM) BOTH HORIZONTAL AND VERTICAL. UNDERGROUND FACILITIES (I.E., DRAINAGE, GAS, 4. THERE IS TO BE NO OFFSITE HAULING WITHOUT PRIOR APPROV AND ALL EXCAVATED MATERIAL SHALL BE USED ONSITE. WATER QUALITY NOTES SHOULD BE COMPACTED WITH ASELF-PROPELLED STEEL DRUM VIBRATORY ROLLER HAVING A MINIMUM TOTAL APPLIED FORCE m ELECTRIC, TELEPHONE, ETC.) CROSSING THE MAINS SHALL BE ACCURATELY SHOWN BOTH HORIZONTAL AND VERTICAL AND COORDINATION WITH THE OWNER IS REQUIRED FOR THE REMO AL OF ANY UNSUITABLE MATERIALS. OF 180 TONS. < SHALL IDENTIFY SIZE, TYPE, FACILITY, MATERIAL AND CLEARANCE. ALL INFORMATION SHALL BE BASED UPON MEASUREMENTS 1. THE CONTRACTOR MUST MAINTAIN A COPY OF THE LATEST LOCAL WATER MANAGEMENT DISTRICT SURFACE WATER PERMIT, w AND OBSERVATIONS MADE IN THE FIELD BY THE SURVEYOR CERTIFYING THE SURVEY OR BY PERSONNEL UNDER HIS 5. THE CONTRACTOR SHALL CONSTRUCT THE STORMWATER MA EMENT SYSTEM IN A MANNER SO AS TO MINIMIZE ANY COMPLETE WITH ALL CONDITIONS, ATTACHMENTS, EXHIBITS AND PERMIT MODIFICATIONS IN GOOD CONDITION AT THE 4. FOOTING EXCAVATION: IE L EMPLOYMENT, DIRECTION AND SUPERVISION. THE COST FOR PREPARING AND MAINTAINING THE AS -BUILT PLANS SHALL BE ADVERSE IMPACTS OF THE WORKS ON FISH, WILDLIFE, NATURALENVIRONMENTAL VALUES AND WATER QUALITY ON OR CONSTRUCTION SITE. THE COMPLETE PERMIT MUST BE AVAILABLE FOR REVIEW UPON REQUEST BY DISTRICT SEE SOILS LABORATORY RECOMMENDATIONS. INCIDENTAL TO THE CONSTRUCTION COST. OFF -SITE. THE CONTRACTOR SHALL INSTITUTE NECESSARY MEASURES DURING THE CONSTRUCTION PERIOD, INCLUDING FULL REPRESENTATIVES. THE CONTRACTOR SHALL REVIEW THE COMPLETE PERMIT PRIOR TO COMMENCEMENT OF THE ACTIVITY COMPACTION OF ANY FILL MATERIAL PLACED AROUND NEWLY I STALLED STRUCTURES TO REDUCE EROSION, TURBIDITY, AUTHORIZED BY THE PERMIT. 5. GROUNDWATER: O 8. THE CONTRACTOR SHALL PREPARE A PLAN SHOWING THE SCHEDULE OF WORK, INCLUDING A HIGHLIGHTED PLAN SHOWING NUTRIENT LOADING AND SEDIMENTATION IN THE RECEIVING WA ERB. •HEAVY RAINFALL AND / OR A HIGH WATER TABLE MAY OCCUR BEFORE THE EARTHWORK COMMENCES, OR DURING THE F; C THE ORDER OF CONSTRUCTION WHICH WILL FACILITATE MAINTAINING EXISTING SERVICES DURING CONSTRUCTION. THIS PLAN 2. ALL ACTIVITIES SHALL BE IMPLEMENTED AS SET FORTH IN THE PLANS, SPECIFICATIONS AND PERFORMANCE CRITERIA AS EARTHWORK OPERATION. WHEN THESE CONDITIONS OCCUR AND THE SITE PREPARATION CANNOT BE ACHIEVED AS SPECIFIED, w 3 SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION MAINTENANCE OF TRAFFIC AND STAGING APPROVED BY LOCAL SURFACE WATER PERMIT. ANY DEVIATION FROM THE PERMITTED ACTIVITY AND THE CONDITIONS FOR AN EXCAVATION OF THE EXISTING CONDITIONS SHOULD BE CONDUCTED AND THE SPECIFICATIONS REVISED ACCORDINGLY. m -.: tL PLAN' 6. WITHIN THIRTY (30) DAYS AFTER COMPLETION OF CONSTRUCTIO4 OF THE SURFACE WATER MANAGEMENT SYSTEM, THE UNDERTAKING THAT ACTIVITY SHALL BE CONSIDERED A VIOLATION OF THE PERMIT. PRIOR TO ANY WORK COVERED BY A 0 '' E CONTRACTOR SHALL ASSIST THE DESIGN ENGINEER TO PROVID A WRITTEN STATEMENT OF COMPLETION AND CERTIFICATION PERMIT FROM SOUTH FLORIDA WATER MANAGEMENT DISTRICT (SFWMD), A NOTICE OF CONSTRUCTION COMMENCEMENT 6. PAVING AREAS SUITABLE FILL MATERIAL AND THE COMPACTION OF FILL SOILS: 1E zO v BY A FLORIDA PROFESSIONAL ENGINEER. THESE STATEMENTS UST SPECIFY THE ACTUAL DATE OF CONSTRUCTION (FORM 0960) MUST BE SUBMITTED TO SFWMD BY THE PERMITTEE OR AUTHORIZED AGENT. • ALL FILL MATERIAL SHOULD BE FREE OF ORGANIC MATERIALS, SUCH AS ROOTS AND VEGETATION AS A GENERAL GUIDE TO AID 1E y 8 9. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS AND COMPLETION AND MUST CERTIFY THAT ALL FACILITIES HAVE BE N CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE THE CONTRACTOR, USE FILLINGS WITH 3 TO 12 PERCENT BY DRY WEIGHT OF MATERIAL PASSING THE U.S. STANDARDS NO. rn SPECIFICATIONS, OR THE LOCAL JURISDICTIONAL MUNICIPALITY, WHICHEVER IS MORE STRINGENT. PLANS AND SPECIFICATIONS. THE CONSTRUCTION COMPLETION CERTIFICATION MUST INCLUDE, AT A MINIMUM EXISTING 3. THE LOCAL WATER MANAGEMENT DISTRICT AUTHORIZED STAFF, UPON PROPER IDENTIFICATION, MUST BE GRANTED SIEVE SIZE. WITH PROPER MOISTURE CONTROL, THESE SOILS SHOULD DENSITY USING VIBRATORY COMPACTION METHODS.. ELEVATIONS, LOCATIONS AND DIMENSIONS OF THE COMPONEN OF THE SURFACE WATER MANAGEMENT FACILITIES. PERMISSION TO ENTER, INSPECT AND OBSERVE THE SYSTEM TO INSURE CONFORMITY WITH THE PLANS AND SPECIFICATIONS SOILS WITH MORE THAN 12% PASSING THE NO. 200 SIEVE WILL BE MORE DIFFICULT TO COMPACT. 6 10. ALL UNDERGROUND MUNICIPAL UTILITIES, FIBER OPTIC, TELEPHONE, FPL, LOCAL CABLE AND ALL OTHER LOCAL UTILITY ADDITIONALLY, IF DEVIATIONS FROM THE APPROVED DRAWINGS RE DISCOVERED DURING THE CERTIFICATION PROCESS, THE APPROVED BY THE PERMIT. w CERTIFICATION MUST BE ACCOMPANIED BY A COPY OF THE APP OVED PERMIT DRAWINGS WITH DEVIATIONS NOTED. SEE NT LESS THAN 1.0 PCI PER GRAM. 11 9. HAVE NOT BEEN VERIFIED IN THE FIELD, THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITY LOCATIONS PRIOR TO ALSO AS -BUILT REQUIREMENTS. 4. PRIOR TO AND DURING CONSTRUCTION, THE CONTRACTOR SHALL IMPLEMENT AND MAINTAIN ALL EROSION AND SEDIMENT m CONSTRUCTION. THE CONTRACTOR SHALL EXPOSE ALL CROSSINGS WITH PUBLIC & PRIVATE UTILITIES PRIOR TO BEGINNING CONTROL MEASURES (BEST MANAGEMENT PRACTICES) REQUIRED TO RETAIN SEDIMENT ON -SITE AND TO PREVENT VIOLATIONS EXCAVATION FOR STRUCTURES AND PIPES 11 n: CONSTRUCTION AND DELIVERY OF PIPE. THE CONTRACTOR SHALL USE EXTREME CAUTION WITHIN THE VICINITY OF PUBLIC & 7. A STABLE PERMANENT AND ACCESSIBLE ELEVATION REFERENCESHALL BE ESTABLISHED ON OR WITHIN ONE HUNDRED (100) OF STATE WATER QUALITY STANDARDS. ALL PRACTICES MUST BE IN ACCORDANCE WITH THE GUIDELINES AND SPECIFICATION °w' PRIVATE UTILITY FACILITIES. THE CONTRACTOR WILL REQUEST THE PRESENCE OF THE RESPECTIVE UTILITY FEET OF ALL PERMITTED DISCHARGE STRUCTURES NO LATER TF AN THE SUBMISSION OF THE CERTIFICATION TO THE WATER IN CHAPTER 6 OF THE FLORIDA LAND DEVELOPMENT MANUAL: A GUIDE TO SOUND LAND AND WATER MANAGEMENT (FLORIDA 1. EARTHWORK AND RELATED OPERATIONS PERFORMED ON STRUCTURES AND PIPES SHALL BE CONDUCTED IN ACCORDANCE REPRESENTATIVES DURING CONSTRUCTION IN THE VICINITY OF THEIR FACILITIES EVEN IF A PROFILE OF THE UTILITY MANAGEMENT DISTRICT. THE LOCATION OF THE ELEVATION REF RENCE MUST BE NOTED ON OR WITHIN THE CERTIFICATION DEPARTMENT OF ENVIRONMENTAL REGULATIONS 1988), WHICH ARE HEREBY INCORPORATED BY REFERENCE, UNLESS A WITH SECTIONS 125 AND OTHER APPLICABLE SECTIONS OF THE F.D.O.T. STANDARD SPECIFICATIONS FOR ROADWAY AND a � FACILITIES IS PROVIDED IN THESE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE PUBLIC & PRIVATE REPORT. PROJECTS SPECIFIC EROSION AND SEDIMENT CONTROL PLAN IS APPROVED AS PART OF THE SFWMD PERMIT, IN WHICH CASE BRIDGE CONSTRUCTION (LATEST EDITION) UNLESS OTHERWISE SHOWN ON THE PLANS. ° UTILITIES AND VERIFYING / OBTAINING THE LOCATION(S) OF THESE FACILITIES. THE PRACTICES MUST BE IN ACCORDANCE WITH THE PLAN. IF SITE'S SPECIFIC CONDITIONS REQUIRE ADDITIONAL MEASURES DURING ANY PHASC OF CONSTRUCTION OR OPERATION TO PREVENT EROSION OR CONTROL SEDIMENT, BEYOND THOSE 2. REMOVAL OF UNSUITABLE, ORGANIC OR PLASTIC MATERIAL SHALL BE PERFORMED AT THE CONTRACTOR'S EXPENSE AND LL O 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTI OF ANY EROSION OR SHOALING OF THE WATER QUALITY SPECIFIED IN THE EROSION AND SEDIMENT CONTROL PLAN, THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL BEST SHALL BE INCIDENTAL TO OTHER WORK. w w 11. ANY NGVD 29 AND NAVD 88 MONUMENT WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF IN DANGER OF MANAGEMENT SYSTEM. MANAGEMENT PRACTICES AS NECESSARY, IN ACCORDANCE WITH THE SPECIFICATIONS IN CHAPTER 6 OF THE FLORIDA LAND ❑ , w If DAMAGE, THE CONTRACTOR SHOULD NOTIFY: DEVELOPMENT MANUAL: A GUIDE TO SOUND LAND AND WATER MANAGEMENT (FLORIDA DEPARTMENT OF ENVIRONMENTAL 3. UTILIZATION OF MATERIALS WITHIN THE WORK LIMITS SHALL BE AS DIRECTED BY THE GEOTECHNICAL ENGINEER UNLESS 9. INLETS (PER FDOT ROAD AND BRIDGE CONSTRUCTION SPECIFICA riONS 425 / 430): INCLUDES THE LIST OF MATERIALS I REGULATION 1988). THE CONTRACTOR SHALL CORRECT ANY EROSION OR SHOALING THAT CAUSES ADVERSE IMPACTS TO THE OTHERWISE SHOWN ON THE PLANS. ° w GEODETIC INFORMATION CENTER INSTALLATION /DEWATERING STABILIZATION / AS -BUILT SURVEYI G /TESTING. ALL STRUCTURES WILL REQUIRE THREE (3) WATER RESOURCES AT NO ADDITIONAL COST TO OWNER. � a ATTN: MARK MAINTENANCE CENTER COMPACTION TESTS AT DIFFERENT LOCATIONS AND UNDER STR CTURES OR PER LOCAL APPROVING AUTHORITY, WHICHEVER PIPE AND STRUCTURE BACKFILL w ATTN: M/CG -182 IS MORE STRINGENT. 5. WITHIN 30 UAYS AFTER COMPLETION OF THE STORMWATER SYSTEM, THE CONTRACTOR MUST ASSIST IN SUBMITTING TO THE J m 6001 EXECUTIVE BOULEVARD SOUTH FLORIDA WATER MANAGEMENT DISTRICT THE FOLLOWING: DISTRICT FORM EN-45 (AS -BUILT CERTIFICATION BY A 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE IF EXCAVATED SOILS MEET THE REQUIREMENTS OF THE PROJECT 3 ROCKVILLE, MD 20852 TELEPHONE: (301) 443-8319 10. PIPE CULVERTS AND STORM SEWERS SHALL BE CONSTRUCTED D INSTALLED IN ACCORDANCE WITH SECTION 430 FDOT �, REGISTERED PROFESSIONAL), SIGNED AND SEALED BY AN APPROPRIATE PROFESSIONAL REGISTERED IN THE STATE OF PLANS AND SPECIFICATIONS RELATIVE TO MATERIAL CLASSIFICATION. PIPE AND STRUCTURE BACKFILL MATERIAL SHALL BE Q F STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCT ON. FLORIDA AND TWO SETS OF AS -BUILT DRAWINGS WHEN, A) REQUIRED BY A SPECIAL CONDITION OF THIS PERMIT; B) THE LIMITED TO MATERIAL CLASSIFIED AS A-1, A3 AND A-2-0 IN ACCORDANCE WITH AASHTO M-145 AND SHALL BE COMPACTED IN �e � ;: 2 ST. LUCIE COUNTY SURVEYOR PROFESSIONAL USES AS -BUILT DRAWINGS TO SUPPORT THE AS -BUILT CERTIFICATION; OR C) WHEN THE COMPLETED SYSTEM ACCORDANCE WITH F.D.O.T. SECTION 125 REQUIREMENTS. ® 3 SUBSTANTIALLY DIFFERS FROM PERMITTED PLANS. THIS SUBMITTAL WILL SERVE TO NOTIFY THE DISTRICT STAFF THAT THE 0 0 ATTN: ROD REED, PLS 11. HDPE (HIGH DENSITY POLYETHYLENE) CULVERT SHALL BE N-12 IN TALLED PER MANUFACTURER RECOMMENDATIONS. SYSTEM IS READY FOR INSPECTION AND APPROVAL. 2. IF THE BACKFILL MATERIAL IS CLASSIFIED AS A•2.4 BASED ON AASHTO M-145 CRITERIA, THE MAXIMUM PERMISSIBLE MOISTURE LLL��� j Q LL .:` ENGINEERING DIVISION MANUFACTURER IS ADS (ADVANCED DRAINAGE SYSTEMS, INC.) A ENTRENCHED PIPE. CONTENT SHALL BE 2 PERCENT ABOVE THE OPTIMUM MOISTURE CONTENT. < a 2300 VIRGINIA AVENUE 6. STABILIZATION MEASURES SHALL BE INITIATED FOR EROSION AND SEDIMENT CONTROL ON DISTURBED AREAS AS SOON AS yi FORT PIERCE, FL 34982 FL 12. REINFORCED CONCRETE PIPE SHALL BE ASTM G76 CLASS III IN AlORDANCE WITH SECTION 941 OF THE FDOT STANDARD PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARY OR PERMANENTLY CEASED, CLEAN-UP W yi TELEPHONE: 462-1721 SPECIFICATIONS. BUT IN NO CASE MORE THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS U)° w 12. CONTRACTOR TO UTILIZE "APPROVED FOR CONSTRUCTION" PLANS ONLY. ANY PLANS NOT "APPROVED FOR CONSTRUCTION" FILTER FABRIC (STORM PIPE JOINTS) TEMPORARILY OR PERMANENTLY CEASED. 1. THE CONTRACTOR SHALL MAINTAIN THE JOB SITE IN A NEAT CONDITION AT ALL TIMES AND SHALL RESTORE / REPAIR ALL LANDSCAPING, IRRIGATION SYSTEMS, ETC., AFFECTED BY W t 1 b L V SHALL BE CONSIDERED PRELIMINARY AND SHOULD NOT BE USED FOR BIDDING OR CONSTRUCTION. DRIVEWAYS, SIDEWALKS, UTILITIES; CONSTRUCTION ACTIVITIES. r e O S 7. THE STORMWATER MANAGEMENT SYSTEM MUST BE COMPLETE IN ACCORDANCE WITH THE PERMITTED PLANS AND PERMIT Z K THE CONTRACTOR SHALL WRAP ALL STORM PIPE JOINTS. CONSTRU ION SHALL BE PER F.D.O.T. INDEX NO. 280 WITH WOVEN CONDITIONS PRIOR TO THE INITIATION OF THE PERMITTED USE OF SITE INFRASTRUCTURE. THE SYSTEM MUST BE COMPLETED 2 THE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIALS, DEBRIS, EQUIPMENT, ETC., FROM THE JOBSITE IMMEDIATELY AFTER W a 13. SHOP DRAWINGS FOR ALL STRUCTURES SHALL BE SUBMITTED TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO GEOTEXTILE TYPE D-3 (FLORIDA EROSION AND SEDIMENT CONTROL IV ANUAL), SECURED W / STRAPPING. ALL JOINTS SHALL BE IN ACCORDANCE WITH THE PERMITTED PLANS AND PERMIT CONDITIONS PRIOR TO TRANSFERRING RESPONSIBILITY FOR COMPLETION OF CONSTRUCTION OPERATIONS. r Q m ORDERING. WRAPPED FOR A MINIMUM OF 188 INCHES FROM THE BAND OR JOINT R BELL AND SPIGOT AS APPLICABLE. OPERATION AND MAINTENANCE OF THE STORMWATER MANAGEMENT SYSTEM TO A RESPONSIBLE ENTITY. VL / > LL IL f 'V+ y 14. SHOP DRAWINGS ARE REQUIRED ON ALL STRUCTURES. THE ENGINEER REQUIRES FIVE (5) BUSINESS DAYS TO REVIEW SHOP DEWATERING 8. IF DEWATERING IS TO OCCUR DURING ANY PHASE OF CONSTRUCTION THEREAFTER AND THE SURFACE WATER 3. FOR FURTHER SITE MAINTENANCE REQUIREMENTS THE CONTRACTOR IS REFERRED TO THE "AGREEMENT BETWEEN OWNER TT ,� i w x DRAWINGS AFTER RECEIPT. ADDITIONAL TIME MAY BE REQUIRED IF LOCAL GOVERNMENT OR MUNICIPALITIES REQUIRE AN "IN OTHERWISE IN WRITING N AVER), WELL(S) OR FACILITIES ARE CAPABLE OF WITHDRAWING ONE MILLION GALLONS OF WATER PER DAY OR MORE OR AN AVERAGE A AND CONTRACTOR'. it LL 6� w INTERNAL REVIEW AND APPROVAL PROCESS. STORM SEWER PIPES AND STRUCTURES AND UTILITIES SHALL BE LAI THE DRY", UNLESS APPROVED OF 1800,000 GALLONS PER DAY OR MORE OVER A YEAR AND ANY DISCHARGE IS TO BE OFFSITE, THE CONTRACTOR MUST 1 O LL BY THE UTILITY AND ENGINEER OF RECORD. THE CONTRACTOR, AT N DIRECT COST TO THE OWNER, SHALL PERFORM ALL APPLY FOR AND OBTAIN A CONSUMPTIVE USE PERMIT (40C-2) FROM THE SFWMD. CONTRACTOR SHALL NOTIFY ENGINEER IF 4. UNLESS OTHERWISE SPECIFIED OR NOTED; ALL DISTURBED AREAS TO BE RESTORED BY CONTRACTOR TO PRE -CONSTRUCTION V J 15. CONCRETE SHALL BE CLASS 1 3,000 PSI MINIMUM COMPRESSIVE STRENGTH UNLESS NOTED OTHERWISE. REINFORCING SHALL DEWATERING ACTIVITY. TRENCH EXCAVATIONS SHALL BE DEWATERE SOCK DRAINS, WELL POINT SYSTEM, SUMP PUMPS OR OTHER METHO BY USING ONE OR MORE OF THE FOLLOWING METHODS: (S) AS APPROVED BY THE ENGINEER. DEWATERING ADDITIONAL INFORMATION OR APPLICATION MATERIALS ARE NEEDED. CONDITION OR BETTER PRIOR TO ACCEPTANCE BY THE OWNER OR LOCAL APPROVING AUTHORITY. ® LiJ z 0 o BE GRADE 60 DEFORMED STEEL BARS IN ACCORDANCE ASTM A-615. SYSTEMS SHALL BE UTILIZED IN ACCORDANCE WITH GOOD STANDAR PRACTICE AND MUST BE EFFICIENT ENOUGH TO LOWER THE OUNDATION PREPARATION q p a. '." W w °z WATER LEVEL IN ADVANCE OF THE EXCAVATION AND MAINTAIN IT COI AND DRY. IF THE MATERIAL ENCOUNTERED AT TRENCH GRADE IS SUI TINUOUSLY TO KEEP THE TRENCH BOTTOM AND SIDES FIRM ABLE FOR THE PASSAGE OF WATER WITHOUT DESTROYING 9 WATER QUALITY MONITORING SHALL BE PERFORMED DAILY. SAMPLING SHALL BE PERFORMED IN THE MIDDLE OF ADJACENT w 18. CONTRACTOR SHALL PROTECT ALL EXISTING ABOVE OR UNDERGROUND STRUCTURES, LANDSCAPE FEATURES, TREES AND THE SIDES OR UTILITY FOUNDATION OF THE TRENCH, SUMPS MAY BE ROVIDED AT INTERVALS AT THE SIDE OF THE MAIN TRENCH CHANNELS MEASURING FOR TURBIDITY, 100 FEET UPSTREAM AND 100 FEET DOWNSTREAM OF DISCHARGES. WHEN TURBIDITY 1. CONSTRUCTION METHODS. AREAS ON WHICH FILTER FABRIC AND ARTICULATED CONCRETE BLOCK MATRESSES ARE TO BE m W UTILITIES NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY ITEM DAMAGED BY CONSTRUCTION EXCAVATION, WITH PUMPS USED TO LOWER THE WATER LEVEL BY TA ING THEIR SUCTION FROM SAID SUMPS. DISCHARGE FROM EXCEEDS 29 NTU'S ABOVE BACKGROUND LEVELS AT A SAMPLE POINT 100 FEET UPSTREAM OF DISCHARGES AND / OR 0 NTLFS PLACED SHALL BE CONSTRUCTED TO THE LINES AND GRADES SHOWN ON THE DRAWINGS. THE SUBGRADE FOR THE Q J 71 '2 ACTIVITY TO MEET ALL APPLICABLE CURRENT CODES. ANY REPAIRED / REPLACED ITEMS ARE SUBJECT TO REVIEW AND DEWATERING SHALL BE DISPOSED OF IN SUCH A MANNER THAT IT WIL NOT INTERFERE WITH NORMAL DRAINAGE OF THE AREA IN ABOVE BACKGROUND LEVELS AT A SAMPLE POINT 100 FEET DOWNSTREAM OF DISCHARGES, WORK MUST CEASE AND REMEDIAL ARTICULATED CONCRETE BLOCK MATS SHALL BE FREE OF VOIDS, PITS, OR DEPRESSIONS AND SHALL BE PROOF -ROLLED TO A I-" Z ff APPROVAL BY APPLICABLE LOCAL JURISDICTIONAL AGENCY. WHICH THE WORK IS BEING PERFORMED, CREATE A PUBLIC NUISANC OR FORM PONDING. ALL DISCHARGE SHALL BE IN MEASURES MUST BE PERFORMED TO RETURN CONDITIONS TO ACCEPTABLE TURBIDITY LEVELS. CONTRACTOR MUST RECEIVE MINIMUM OF 90% OF THE ASTM D-698 DENSITY. VOIDS, PITS OR DEPRESSIONS SHALL BE BROUGHT TO GRADE BY BACKFILLING // '� V to ACCORDANCE WITH ANY SFWMD ISSUED PERMITS. THE OPERATIONS HALL NOT CAUSE INJURY TO ANY PORTION OF THE WORK ENGINEER'S APPROVAL PRIOR TO RESTARTING WORK. SAMPLE POINT LOCATIONS ARE IDENTIFIED IN THE SFWMD PERMITS. IN ACCORDANCE WITH THE APPLICABLE PORTIONS OF THE PROJECT SPECIFICATIONS. ALL OBSTRUCTIONS, SUCH AS ROOTS O W F- w 0 17. ALL PROPOSED UTILITY MATERIALS, CONSTRUCTION METHODS, TESTING AND DISINFECTION SHALL CONFORM TO THE COMPLETED OR IN PROGRESS OR TO THE SURFACE OF STREETS OR NECESSARY REGULATORY AGENCIES, PRIOR TO CONSTRUCTION, SHA PRIVATE PROPERTY. THE ENGINEER OF RECORD AND L APPROVE THE PROPOSED DEWATERING METHOD(S) AND AND PROJECTING STONES LARGER THAN 1 INCH REMAINING ON THE SURFACE, SHALL BE REMOVED AND ALL OF THE SOFT OR11 U) w 0 0 REQUIREMENTS OF THE CURRENT LOCAL UTILITY COMPANY STANDARDS AND AW WA CURRENT STANDARD. IT SHALL BE THE SCHEDULE. ADDITIONALLY, WHERE PRIVATE PROPERTY WILL BE IWO VED, THE CONTRACTOR SHALL OBTAIN ADVANCE 10. THE CONTRACTOR SHALL PLACE TURBIDITY BARRIERS AT ALL OUTFALLS PRIOR TO CONSTRUCTION. ALL CUT / FILL WILL BE LOW DENSITY POCKETS OF MATERIAL REMOVED MUST BE FILLED WITH SELECTED MATERIAL AND COMPACTED TO A MINIMUM U) A RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND UTILIZE A CURRENT COPY OF THE LOCAL REGULATING UTILITY PERMISSION FROM THE PROPERTY OWNER. RELOCATED WITHIN THE EXISTING SITE AND THEREFORE HAULING OF MATERIAL WILL NOT BE REQUIRED, UNLESS APPROVED OF 90% OF THE ASTM D-698 DENSITY. SPECIAL CONSIDERATION FOR BURIED OBSTRUCTIONS (I.E. STUMPS, DEBRIS. ETC.) WILL m COMPANY STANDARDS AND ENSURE ALL CONSTRUCTION IS IN ACCORDANCE WITH THEIR STANDARDS. ANY CONFLICT WITH BY THE OWNER. CONTRACTOR SHALL INSTALL TURBIDITY CONTROL MEASURES PRIOR TO COMMENCEMENT OF BE AS SHOWN ON THE DRAWINGS. R THE CONSTRUCTION DRAWINGS AND THE LOCAL UTILITY COMPANY SHALL BE RESOLVED UTILIZING THE MOST STRINGENT CONFLICTS CONSTRUCTION, MAINTAIN SAID CONTROLS IN WORKING ORDER THROUGHOUT THE CONSTRUCTION PERIOD, ASSURE THAT 111 111 / /// k;12�4�� � A z DIRECTIONS. TURBID DISCHARGES FROM THE PROJECT TO PROTECTED WATERS AND WETLANDS DO NOT EXCEED LIMITS STATED IN NOTE 9 2. EXCAVATION AND PREPARATION FOR ANCHOR TRENCHES, SIDE TRENCHES, AND TOE TRENCHES OR APRONS SHALL BE DONE IN o 9 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME QUAINTED WITH EXISTING CONDITIONS AND TO LOCATE AND REMOVE SAID CONTROLS AFTER COMPLETION OF CONSTRUCTION. ACCORDANCE TO THE LINES, GRADES AND DIMENSIONS SHOWN ON THE DRAWINGS. _ STRUCTURES AND STORM PIPES ALONG THE PROPOSED STORM PIPE ACTUAL IGNMENT IN ORDER AVOID CONFLICTS. WHERE AC r' 18. ALL HORIZONTAL AND VERTICAL SURVEY CONTROL POINTS SHALL BE PROTECTED AND UNDISTURBED. IN THE EVENT THAT A CONFLICTS ARE UNAVOIDABLE, WORK SHALL BE COORDINATED WITH N E FACILITY OWNER AND PERFORMED SO AS TO CAUSE AS EARTHWORK AND RELATED OPERATIONS 3. INSPECTION AND APPROVAL. IMMEDIATELY PRIOR TO PLACING THE FILTER FABRIC AND ARTICULATED CONCRETE BLOCK 2270 �_ z CONTROL POINT IS DISTURBED OR DESTROYED, THE POINT SHALL BE RE-ESTABLISHED BY A FLORIDA REGISTERED LAND LITTLE INTERFERENCE AS POSSIBLE WITH THE SERVICE RENDERED B THE FACILITY DISTURBED. ALL AFFECTED UTILITIES SHALL MATTRESSES, THE PREPARED AREA SHALL BE INSPECTED BY THE OWNER'S REPRESENTATIVE AND APPROVAL OBTAINED * ! * - -2 Z-�.0 SURVEYOR. THE METHOD TO RE-ESTABLISH THE POINT SHALL BE APPROVED BY THE CITY / COUNTY ENGINEER AT THE BE NOTIFIED PRIOR TO EXCAVATION IN THEIR VICINITY. CONTRACTOR PROPOSED IMPROVEMENTS AT LEAST 10 DAYS PRIOR TO CONSTRUCT O POTHOLE ALL CONFLICTS OF EXISTING UTILITIES AND N TO CONFIRM CONFLICT RESOLUTION SHOWN ON THE 1. THE CONTRACTOR SHALL PROVIDE A QUALITY CONTROL PLAN FOR MONITORING OF ALL EARTHWORK AND RELATED BEFORE ANY FABRIC OR MATTRESSES ARE PLACED THEREON. -0 s EXPENSE OF THE CONTRACTOR. PLANS. OPERATIONS. THE QUALITY CONTROL PLAN SHALL INCLUDE AS A MINIMUM, ALL TESTS THAT WILL BE PERFORMED INCLUDING "R"�'MAIRRIMON .S. " � w THE PROPOSED TEST FREQUENCIES, ALL MATERIAL SOURCES, THE NAME AND BACKGROUND OF THE PERSON THAT THE 48 HOURS BEFORE DIGGING CALL SUNSHINE STALE ONE CALL CENTER. , $2F0 P �1\`� •, L OR10" w 19, THE CONTRACTOR SHALL PREPARE A COMPLETE VIDEO RECORD OF THE PROJECT SITE BEFORE BEGINNING ANY WORK. THE SOD CONTRACTOR WILL DESIGNATE AS THE CONTRACTOR'S QUALITY CONTROL MANAGER. THE NAME AND QUALIFICATIONS OF THE TOLL FREE 1-(800) 432-4770 /�� VIDEO RECORD SHALL INCLUDE ALL ROADWAY, DRAINAGE AND UTILITIES POINTS OF CONNECTION AND SHALL EXTEND A 1. THE SOD SHALL BE CERTIFIED TO MEET FLORIDA STATE PLANT SO D SPECIFICATIONS, ABSOLUTELY TRUE TO VARIETAL TYPE TESTING LABORATORY THAT WILL BE PERFORMING QUALITY CONTROL TESTING AND THE NAMES AND QUALIFICATIONS OF THE Ir a MINIMUM OF 1800 FEET BEYOND THE WORK LIMITS TO DOCUMENT THE EXISTING CONDITIONS. THE CONTRACTOR SHALL ALSO AND FREE FROM WEEDS, FUNGUS, INSECTS AND DISEASE OF ANY IND. ALL SODDED AREAS SHALL BE GRASSED AS SPECIFIED TESTING LABORATORY PERSONNEL THAT WILL BE PERFORMING THE QUALITY CONTROL TESTING. PAVEMENT MARKING AND SIGNAGE I 1 1% w VIDEO DOCUMENT ALL HAUL ROUTES NEEDED FOR THE OFFSITE MOVEMENT OF EARTHWORK. COPIES OF THE VIDEO RECORD ON PLANS AND SURVIVAL GUARANTEED FOR NINETY DAYS FROM TE OF REPLACEMENT. SURVIVAL OF ALL RELOCATED SHALL BE PROVIDED TO THE ENGINEER OF RECORD AND THE OWNER PRIOR TO SUBMITTAL OF THE FIRST PAY REQUEST. IF TREES SHALL BE GUARANTEED FOR 1 YEAR AFTER TRANSPLANTI 2. THE TESTING LABORATORY THAT IS RETAINED TO PERFORM THE CONTRACTOR'S QUALITY CONTROL TESTING MIiST BE 1. PAVEMENT MARKINGS: THE CONTRACTOR SHALL PROVIDE ALL NECESSARY MATERIALS AND LABOR REQUIRED TO COMPLETE m w DAMAGE TO EXISTING INFRASTRUCTURE IS RECOGNIZED DURING THE COURSE OF THE PROJECT AND CANNOT BE IDENTIFIED CERTIFIED BY A RECOGNIZED QUALIFYING AGENCY SUCH AS FDOT, CMEC OR AASHTO FOR THE TYPE OF WORK TO BE THE PROJECT WORK IN THIS SECTION. MATERIALS AND CONSTRUCTION METHODS FOR APPLYING PAINTED TRAFFIC STRIPES 10250 SW VILLAGE PARKWAY, SUITE 201 0 AS A PRE -CONSTRUCTION CONDITION ON THE VIDEO RECORD, THE CONTRACTOR MAY BE REQUIRED TO MAKE PROPER 2, SODDING SHALL CONSIST OF SITE PREPARATION, FURNISHING AN PLACING SOD, STAPLES AND FERTILIZER AND IRRIGATING PERFORMED. AND MARKINGS, COMPLETE WITH REFLECTIVE GLASS SPHERES, SHALL CONFORM TO THE REQUIREMENTS OF SECTION 710, PORT SAINT LUCIE, FL 34987 a REPAIRS. AT THE RATES AND MANNER DESCRIBED IN THIS SPECIFICATION FOR THE DESIGNATED AREAS. FOOT SPECIFICATIONS. TRAFFIC PAINT SHALL BE APPLIED IN ALL LOCATIONS SHOWN ON THE PLANS. IN THE EVENT THAT BRICK V° 772462-2455 m rL PAVERS ARE UTILIZED IN AN AREA PLANNED FOR STRIPING, COLORED BRICKS SHALL BE USED IN LIEU OF PAINT. 0 z0 20. THE CONTRACTOR SHALL VIDEO TAPE THE EXTERIOR AND REAR YARDS OF ALL HOUSES I BUSINESSES IN THE PROJECT AREA. 3. UNLESS NOTED OTHERWISE ON LANDSCAPE PLANS, SOD SHALL B ARGENTINE BAHIA GRASS AND SHALL BE 12-INCH BY 3. THE QUALITY CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO THE START OF ANY EARTHWORK OR RELATED OPERATION. 2. SIGNAGE: THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR NEEDED, INCLUDING ALL SUPPORTING ELEMENTS, TO -__- O 12-INCH SQUARES OR OTHER COMMERCIALLY AVAILABLE RECTANC LES. THE SOD SHALL BE SUFFICIENTLY THICK (MINIMUM INSTALL SIGNS AT THE LOCATIONS SHOWN ON THE PLANS. MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO w PAVING GRADING AND DRAINAGE NOTES THICKNESS OF 2 INCHES) TO PROVIDE A DENSE STAND OF LIVE G S. THE SOD SHALL HAVE BEEN GROWN ON MINERAL SOIL. 4. UTILIZATION OF MATERIALS WITHIN ANY ROADWAY CROSSSECTION SHALL BE IN ACCORDANCE WITH FOOT ROADWAY AND SECTION 700, FOOT SPECIFICATIONS. STOP SIGNS ARE TO BE HIGH INTENSITY REFERENCE PER FDOT STANDARDS, LOCAL Q � 1. ALL UNSUITABLE MATERIALS, SUCH AS MUCK, ORGANIC MATERIAL AND OTHER DELETERIOUS MATERIAL AS CLASSIFIED BY SOD SHALL BE LIVE, FRESH, AND UNINJURED AT THE TIME OF PLANING AND SHALL BE PROTECTED FROM DRYING OUT BY TRAFFIC DESIGN STANDARDS (LATEST EDITION) UNLESS OTHERWISE SHOWN ON THE PLANS. COUNTY/CITY STANDARD AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. IF THE PROJECT IS WITHIN A COMMUNITY 1 6-129 3 AASHTO M-145, FOUND SHALL BE REMOVED DOWN TO ROCK OR SUITABLE MATERIAL, AND REPLACED WITH THE SPECIFIED FILL SHADING AND WATERING FROM THE TIME IT IS DUG UNTIL PLANTIN DEVELOPMENT DISTRICT (OR THE LIKE) WITH SEPARATE SIGNAGE REQUIREMENTS, SUCH AS ARCHITECTRUAL POSTS OR SIGN rc w MATERIAL IN MAXIMUM 12 INCH LIFTS COMPACTED TO NOT LESS THAN 100%MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE IN 4. FERTILIZER SHALL BE EITHER IN THE LIQUID OR DRY FORM. FERTILIZER SHALL BE UNIFORM IN COMPOSITION, FREE -FLOWING S. IF THE EXISTING FILL IS CLASSIFIED AS A-2-0 BASED ON AASHTO M-145 CRITERIA, THE MAXIMUM PERMISSIBLE MOISTURE BODIES, ETC. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO BE FAMILIAR WITH THESE REQUIREMENTS AND PROVIDE -- x ACCORDANCE WITH AASHTO T-99. THICKNESS OF LAYERS MAY BE INCREASED, PROVIDED THAT THE EQUIPMENT AND AND SUITABLE FOR APPLICATION WITH STANDARD EQUIPMENT. TH FERTILIZER SHALL CONFORM TO THE CITY OR COUNTY CONTENT SHALL BE 2 PERCENT ABOVE THE OPTIMUM MOISTURE CONTENT. SIGNS MEETING THESE REQUIREMENTS. AT NO TIME SHALL ANY SIGNS NOT MEET THE SAFETY REQUIREMENTS SET FORTH BY METHODS USED ARE PROVEN BY FIELD DENSITY TESTING AND CAPABLE OF COMPACTING THICK LAYERS TO SPECIFIED FERTILIZER ORDINANCES IN EFFECT ON THE DATE OF IT BEING PLA ED AND SHALL BE DELIVERED IN BAGS, BOTTLES, DRUMS, FDOT. SLC PROJECT I- w DENSITIES. OR OTHER CONVENIENT CONTAINERS, EACH FULLY LABELED AND FARING THE NAME, TRADEMARK, ANALYSIS, AND COMPACTION NUMBERS 15 OF 15 WARRANTY OF THE PRODUCT. 2. ALL AREAS SHALL BE CLEARED AND GRUBBED PRIOR TO CONSTRUCTION. THIS SHALL CONSIST OF THE COMPLETE REMOVAL 1. WHERE THERE ARE EXISTING STRUCTURES ADJACENT TO THE SITE THAT MAY BE AFFECTED BY THE SELF-PROPELLED STEEL ? 9 AND DISPOSAL OF ALL TREES, BRUSH, STUMPS, GRASS, WEEDS, RUBBISH AND ALL OTHER OBSTRUCTIONS RESTING ON, OR S. LIME SHALL BE DOLOMITIC LIMESTONE, AND SHALL BE IN ACCORD CE WITH RULES AND REGULATIONS OF FLORIDA DRUM VIBRATORY EQUIPMENT, DENSIFICATION MUST BE PERFORMED USING EQUIPMENT THAT WILL SATISFY THE REQUIRED 1 .L .I .L M N S P 42O 1 75 1 2 1 420175121 ° PROTRUDING THROUGH THE SURFACE OF THE EXISTING GROUND TO A DEPTH OF ONE (1) FOOT. ITEMS DESIGNATED TO FERTILIZER LAW IN EFFECT ON THE DATE OF IT BEING PLACED. LIM SHALL BE APPLIED AT THE RATE OF ONE TON PER ACRE DENSIFICATION WITHOUT THE RISK OF DAMAGE TO THE EXISTING STRUCTURE(S). r� .1 .1 RZ 42O 75 2O fA REMAIN, TO BE RELOCATED, OR TO BE ADJUSTED SHALL BE SO DESIGNATED ON THE DRAWINGS. 1 1 x Mi ssionary New RV Park for: Flights PHASE 3 International Hammond Road &Steel Blvd. Fort Pierce, Florida 34946 CLAREN ARCHITECTURE + DESIGN ARCHITECT: Claren Architecture +Design, Inc. SITE LOCATIONI 6400 Congress Ave, Suite 2150 Boca Raton, Florida 33487 Tel.: 561-961-4884 MEP ENGINEER: Jones & Conde, LLC 4440 PGA Boulevard, Suite 600 Palm Beach Gardens, Florida 33410 Phone: 561-309-9017 STRUCTURAL ENGINEER: Wieder Engineering 11718 S. Federal Hwy, #373 Hobe Sound, FI. 33455 Phone:772-546-5823 Fax:772-545-3437 LOCATION MAP N REVIEWED FOR �CEax�'�'S —* CODE COMPLIANCE 0CS7 ST. LUCIE COUNTY BOCC NOR - 00 90 l4oq-or9z NOT TO SCALE ARCHITECTURAL DRAWING SYMBOLS LEGEND �EL�.10���0'.0" T O BEAM O L-1 1 101 W1 VERTICAL ELEVATION DATA WINDOW TYPE LOUVER TYPE DOOR NUMBER WALL TYPE EQUIPMENT TYPE ROOM NUMBER ELEVATIONMARK 01 011A1.1� DETAIL REFERENCE REVISION ITEM AND NUMBER _ AL BUILDING SECTION DETAIL DETAIL/DRAWING TITLE SCALE:1/2" =1'.0" NORTH ARR04, ARCHITECTURAL AND STRUCTURAL ABBREVIATI( ABBREVIATIONS USED ON DRAWINGS IN GENERAL ARE LISTED BELOW, REFER TO CSI DOCUMENT DATED NOVEMBER 1986 FOR ANY ABBREVIATION USED ON THE DRAWINGS BUT ARE NOT LISTED E ARCHITECTURAL MATERIAL SYMBOL LEGEND EARTH _X—X— WIRE FENCE OR PARTITION CONCRETE METAL ROOF DECK ® NEW CMU WALL OR INFILL — — REINFORCING BARS NEWSTUDWALL C1�CCLG� METAL (IN SECTION) CONCRETE MASONRY UNIT (CORED, IN SECTION) BATTINSULATION BRICK FINISH CORE -FILL INSULATION L = ACOUSTIC TILE CEILING @ AT DC DISPLAY CASE ID INSIDE DIAMETER PSF POUND PER SQUARE FOOT AC AIR CONDITIONING DEPT DEPARTMENT INN INCH PSI POUND PER SQUARE INCH ACT ACOUSTICAL CEILING TILE DET DETAIL INCL INCLUDE(D), (ING) PSS PENCIL HARPENER SUPPORT AD AREA DRAIN OF DRINKING FOUNTAIN INFO INFORMATION PVC POLYVIP YL CHLORIDE ADJ ADJUSTABLE DIA/0 DIAMETER INSUL INSULATION/INSULATE PVMT PAVEMENT AFF ABOVE FINISHED FLOOR DIM DIMENSION INTR INTERIOR AFP ACCORDION FOLDING PARTIN DN DIVISION INV INVERT QT QUARR TILE AGG AGGREGATE DL DEAD LOAD JS JOIST SUBSTITUTE ALT ALTERNATIVE DWG DRAWING JST JOIST R RISER ALUM. ALUMINUM DS DOWNSPOUT JT JOINT RA RETUM AIR AP ACCESS PANEL RAD/R RADIUS APPROX APPROXIMATE EWC DRINKING WATER COOLER KIT KITCHEN RB RESILIE 4T BASE AR ACID RESISTANT E EAST RCP REINFO CED CONCRETE PIPE ARCH ARCHITECT(URAL) EA EACH L LENGTH RD ROOF D AIN ASPH ASPHALT EF EACH FACE LAM LAMINATE(D) REF REFER NCE AV AUDIOVISUAL EJ EXPANSION JOINT LAV LAVATORY REFR REFRIG RATOR AWG AMERICAN WIRE GAUGE EL ELEVATION LBI# POUND REINF REINFO CING AWT ACOUSTICAL WALL TREATMENT ELEC ELECTRIC(AL) LK LOCKER REQ'D REQUIR D L ANGLE ELEV ELEVATOR ILL LIVE LOAD REV REVISI (S) & AND ENGR ENGINEER LLH LONG LEG HORIZONTAL RM ROOM EP ELECTRICAL PANELBOARD LLV LONG LEG VERTICAL RO ROUGH OPENING BIT BITUMINOUS EQ EQUAL LVR LOUVER ROW RIGHT. RWAY BLDG BUILDING EQUIP EQUIPMENT LW LONG WAY BLKG BLOCKING EW EACH WAY S SOUTH BM BENCHMARKIBEAM EIFS M METER/THOUSAND SA SUPPLY AIR BOB BOTTOM OF STEEL EFS EXTERIOR FINISH SYSTEM MAS MASONRY SAN SANITARY BOT BOTTOM EXH EXHAUST MAT MATERIAL SCHED SCHEDULE BRG BEARING EXIST EXISTING MAX MAXIMUM SO STORM DRAINISMOKE DETECTOR BRK BRICK EXP EXPANSION MCP MASTER CONTROL POINT SECT SECTION BUR BUILT.UP ROOF EXT EXTERIOR MB MARKER BOARD SEW SEWER EXTN EXTENSION MECH MECHANICAL SGFT STRUM URAL GLAZED FACING TILE CAB CABINET MEZZ MEZZANINE SHT SHEET CAR CARPET EIFS EXTERIOR INSULATION AND FINISH SYSTEM MFR MANUFACTURER SIM SIMILA CAT CATALOG 0 FLOOR DRAIN MH MANHOLE SP SPACE CB CHALKBOARD/CATCH BASIN HC FIRE HOSE CABINET MIN MINIMUM SPEC(S) SPECIECATION(S) CFM CUBIC FEET PER MINUTE N FINISH MISC MISCELLANEOUS SPKR SPEAKI R CH CABINET HEATER V FL FINISH FLOOR MM MILLIMETER SO SQUARE CI CAST IRON 4 FLOOR MO MASONRY OPENING SQ FT/SF SQUAR FEET CJ CONTROL JOINT I FOUNDATION MTL METAL SO IN/SI SQUAR INCHES CL CENTERLINE FLEXIBLE SHEET ROOFING SO YDISY SQUAR YARDS CUR CLEAR ( FLOOR SERVICE SINK N NORTH SST STAINL SS STEEL CLG CEILING FEET NIC NOT IN CONTRACT ST STORM STREET CUP CORRUGATED METAL PIPE FOOTING NOX NUMBER STD STANDj AD CMT CERAMIC MOSAIC TILE FIRE EXTINGUISHER NOM NOMINAL STL STEEL CMU CONCRETE MASONRY UNIT I FIRE EXTINGUISHER CABINET NTS NOT TO SCALE STRUCT STRUCTURAL CO CLEANOUT SUSP SUSPENDED COL COLUMN G GAUGE OC ON CENTER SW SHORT AY/SIDEWALK COMP COMPACTED G GALVANIZE(D) OD OUTSIDE DIAMETER SYMM SYMM RY(ICAL) CONC CONCRETE GE GRAB BAR OPNG OPENING SYNTH SYNTHETIC CONSTR CONSTRUCTION GL GLASS OPP OPPOSITE CONT CONTINUOUS/CONTINUE GW GYPSUM WALLBOARD OPP HD OPPOSITE HAND T TREAD CONTR CONTRACTOR GWI GYPSUM WALLBOARD BULKHEAD 0 TO O OUT TO OUT T&B TOP AND BOTTOM CORR CORRUGATED OW OPERABLE WALL T&G TONGU E AND GROOVE CT CERAMIC TILE H HEIGHT IHIGH OZ OUNCE TA TOILETACCESSORY(IES) C TO C CENTER TO CENTER HB 40SE BIBB TB TACKS ARD CSK COUNTERSINK HDWEIARDWARE PA PUBLIC ADDRESS TC TOP OF CURB CU FT I CF CUBIC FEET HM OLLOW METAL PERF PERFORATED TEL TELEPI IONE CU INICI CUBIC INCH HORIZ DRIZONTAL PL PLATE / PROPERTY LINE TER TERRA 20 CU YDICY CUBIC YARD HPT 3H POINT PLAS PLASTER TOC TOP OF CONCRETE CW COLD WATER HS iH STRENGTH PLAS LAM PLASTIC LAMINATE TOF TOP OF FOOTING CWF CEMENTITIOUS WOOD FIBER HTG MNG PLBG PLUMBING TOM TOP Of MASONRY HVAC TING (VENTILATING / AIR CONDITIONING PLYWD PLYWOOD TOS TOP OF STEEL d PENNY (NAILS, ETC.) HW WATER PREFAB PREFABRICATED TV TELEVI ION D DEPTHIDEEP HWY NAY PS PROJECTION SCREEN TYP TYPI o DEGREE TWS TACKA LE WALL SURFACE URRHEEEEffio PLYWOOD UON UNLESS OTHERWISE NOTED UV UNITVENTILATOR UR URINAL VCT VINYL COMPOSITION TILE VCGWB VINYL COVERED GYPSUM WALLBOARD VERT VERTICAL VIF VERIFY IN FIELD VIT VITREOUS VOL VOLUME VR VAPOR RETARDER VRB VENTED RESILIENT BASE VS VENTSTACK VT VINYL TILE W WESTNVIDENVIDTH WI WITH W/0 WITHOUT WA WARDROBE ACCESSORIES WE WOOD BASE WC WATER CLOSET IWIND COLUMN WD WOOD WH WATER HEATER WP WORKING POINT WSSK WALL SERVICE SINK WWF WELDED WIRE FABRIC YD YARDIYARD DRAIN GENERAL NOTES: A. CODES & STANDARDS: FLORIDA PROJECTS SHALL COMPLY WITH APPLICABLE LAWS, CODES, STANDARDS & REGULATIONS OF GOVERNING BODIES HAVING JURISDICTION OVER SUCH PROJECTS. THIS INCLUDES THE SITE AND ANY WORK TO THE SITE. THE WORK SHALL COMPLY W/ CURRENT EDITIONS AND ANY APPROVED REVISIONS OF THE FOLLOWING CODES & STANDARDS AND SPECIFIED IN THE PLANS & SPECIFICATIONS. 1.FLORIDA BUILDING CODE 6TH EDITION (2017) - RESIDENTIAL 2.6TH EDITION 2017 OF THE FLORIDA FIRE PREVENTION CODE BASED ON NFPA 101, LIFE SAFETY CODE, 2012 EDITION AND NFPA 1, UNIFORM FIRE CODE, 2012 EDITION. a. ALL LAWS, CODES, STANDARDS & REGULATIONS CITED OR INCORPORATED BY REFERENCE THROUGHOUT THE FLORIDA BUILDING CODE. 3. THE FLORIDA FIRE PREVENTION CODE, (CHAPTER 4A-60, FLORIDA ADMINISTRATION CODE). a. ALL LAWS, CODES, STANDARDS AND REGULATIONS CITED OR INCORPORATED BY REFERENCE IN THE FLORIDA FIRE PREVENTION CODE. 4. IF THERE SHOULD BE A CONFLICTING REQUIREMENTS BETWEEN ABOVE REFERENCED CODES, THEN THE FOLLOWING RULES SHALL APPLY: a. THE CODE THAT AFFORDS THE GREATEST DEGREE OF LIFE SAFETY SHALL TAKE PRECEDENT. 5. A PERMIT ISSUED BY THE BUILDING DEPARTMENT SHALL BE CONSTRUED AS PERMISSION TO PROCEED WITH CONSTRUCTION, AND NOT AS AN AUTHORITY TO VIOLATE, CANCEL, ALTER, OR SET ASIDE ANY OF THE PREVISIONS OF ANY CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION, OR VIOLATION OF ANY CODE. B. CONTRACTOR SHALL NOTIFY THE ARCHITECT I ENGINEER CONCERNING ANY PART OF THE CONTRACT DOCUMENTS WHICH MAY BE IN CONFLICT WITH THE ABOVE CODES AND REGULATIONS PRIOR TO SUBMITTING BIDS. THE CONTRACTOR SHALL PREPARE PROPOSED CHANGES FOR REVIEW AND APPROVAL BY THE ARCHITECT / ENGINEER. BASE BIDS SHALL INCLUDE THE MORE STRINGENT OF THE CONFLICTING METHODS. SHEET Sf IEET TITLE N0. CS COVER SHEET T-1 SHEET INDEX, NOTES, LEGENDS & ABBREVIATIONS SP-1 ARCHITECTURAL SITE PLAN A-1.1 FLOOR PLAN, REFLECTED CEILING PLAN, DOOR SCHEDULE, FINISH SCHEDULE & LEGEND AAAA FLOOR PLAN, REFLECTED CEILING PLAN, DOOR SCHEDULE, FINISH SCHEDULE, DETAIL & LEGEND A-2 ROOF PLAN & DETAILS A-3.1 ELEVATIONS & LEGEND A-3.2 ENLARGED ELEVATIONS, LEGEND, SHOWER DETAILS & FINISH SPECIFICATIONS A-4 SECTIONS A-5 NOT USED A-6 DOOR AND WINDOW DETAILS A-7 CASEWORK ELEVATIONS, DETAILS & LEGEND A-8 ENLARGED PLAN, INTERIOR ELEVATIONS & SHOWER DETAILS CgE 111141111:7-11 S-1 FOUNDATION PLAN S-1A FOUNDATION PLAN S-2 ROOF FRAMING PLAN & SCHEDULE 6-3 DETAILS, NOTES & SCHEDULES S-4 DETAILS & SECTIONS S-5 DETAILS & SECTIONS S-6 WIND LOAD CALCULATIONS MECHANICAL M-1.1 MECHANICAL FLOOR PLAN, NOTES, DETAIL & SCHEDULES M-1.2 MECHANICAL FLOOR PLAN, NOTES, DETAIL & SCHEDULES ELECTRICAL E-1.1 LIGHTING FLOOR PLAN, SCHEDULE, LEGEND & NOTES E-1.2 LIGHTING FLOOR PLAN, SCHEDULE, LEGEND & NOTES E-2.1 RISER DIAGRAM, DETAIL & SCHEDULE PLUMBING P-1.1 PLUMBING & WATER PIPING FLOOR PLAN P-1.2 PLUMBING & WATER PIPING FLOOR PLAN P-2.1 ISOMETRIC DIAGRAMS, SCHEDULE & NOTES P-2.2 ISOMETRIC DIAGRAMS, SCHEDULE & NOTES V CD Lo W 00 ® co + Lo W ch 'I LL 00 N CD Q U) Z U N LLJ 0 Q Obi Q Q' W' Q QLo c— Z U („) 0 L- U m < o O U fl O�(G G C G ,�.�,V GC J Z O_ > CD Z N LL m � � � Cy)Z ® M U) C6 u) W °d j= Q cz ®I.L (D = N I z �N— o E L.L Im LL O W U) 2 PROJECT # 17-093.03 DATE 7-12-2019 REV # DATE u SHEET # FIL. Tl COPYRIGHT C®p 2018 s 0a w a a a a a a a CUBA (PHASE 3) �a COTTAGE SITE 6 a � F.F.E. 21.0 _NAV s JAMAICA .. BAHAMAS TURKS & CAICOS D!M'l NICAN REPUBLIC HAITI (PHASE 3) `�.n.� (PHASE 2) 0 (PHASE 3) '1 (PHASE 3) 1 (PHASE 3)(PHASE 3) COTTAGE `n°Y ACCESSOR COTTAGE COTTAGE A SIBLE COTTA(J# COTTAGE SITE 5 GARAG ' ® SITE 4 SITE 3 SITE 2 SITE 1 PHASE 2 (PHASE 2) ""h ❑ F.F.E. 21.0 F.F.E. 21.0 F.F.E. 21 0 F.F.E. 21 0 DECK/ PROPOSED DORMITORY BUILDING IF F E_ 21.0 „�,r l NAV -� NAV NAV l NAVD NAVD .HOT TUB � RV ��v�VV� FtV fV f� aa'VV\7\��", �V �� V \� 'RV RV ��� RV RV SITE 12 ,SITE 11 SITE 10 SIT 9 IT \8 ,ASITE �SITvE 6 ��5 5 ���SIXF� 4 SITE 3 SITE 2 \ SI%E 1 N 01 - - -OVERALL SITE PLAN (FOR REFERENCE ONLY. REFER TO SITE PLAN BY EDC FOR ADDITIONAL INFORMATION.) SCALE: V =W-0" NOTE: ARCHITECTURAL SITE PLAN IS FOR REFERENCE ONLY. SITE WORK UNDER PHASE-1 PERMIT DRAWINGS. SITE LEGEND PROPOSED AREA OF WORK U aLo 00 � M + W M IT (O LL ao N O Q U) Z - }� O Q ofLo v Q U 000 Q O O 0 (9 L U J Q Z O_ Q > z m� i✓ w I— _Cy) M 4-0 rrz^^�"'�_ vJ w 06 °L i = Q O LL L ai LL z OD— ED— I--� N�- W Q N LL O U) CW G PROJECT # 17-093.03 DATE 7-12-2019 REV # DATE BLDG.DEPT.COMMENTS Al 1.23-2020 0 b O� 0 SHEET # F� co S P-� COPYRIGHT 2018 10 O s• mnmm�nnmmnnmmnnnmummmm�nmm�mm�_nnnmunnn e � i 53'-6" 4 BATHROOM ' 108 M 2'-6" 2 W1 1 1 n n _ll 106 1 u 8 5 i08 11 9-5 01 Fh 108 n A3.1 108A n 1A 107 CLOSET N 1 CARPORT W1A r� 0 IREFWID 107 0 mKI 2'-k" 6' 9" -2" V-61 SLOPE DOWN 1/8" PER INCH DWI o 77 L—J- ----- 1� `T 6 6 � Ww" 101 � � 01/A-7 021A-6 `a O c 031A-3.2 2'-4" 6'-0" 4'-0" 6'-0" 0 12'-4" 10'-4" AF.FAF.F. CL� G H, EQ. w STUCCO CONTROL JOINT 111 CARPORT w �t o 102 31'-10" 6' 7" V -14 l f'-1I' 105 WHROOM W1 12 jo �104A 0 �L SET 10'-2" 104 BEDROOM 2 108 3:_ 1 5,� 10 100 1 m 6-6Af.F��100 COVERED ENTRY EQ. 0' EQ. 0' 30'-8" 0 ¢_ 53'-6" 01 PROPOSED FLOOR PLP 6'_7" EQ. EQ, EQ. EQ. EQ. o 108 cJ BEDROOM BATHROOM c1 w MAF.F. 1 66 EQ. EQ. w w 9' 4" A.F�F. O CLY G HT EQ. v — 108A CLOSET o 107 LAUNDRY x UNDER -CABINET - LED FIOXTURE C1O9 ® O V-0" 5.4. 101 KITCHEN co 9CLSG A G PT-'- 0 Co 0 fV (V 7 �Y�L•11�fILlIE 9',L4 A.F.F. CL w 105 0 BATHROOM w T [V 0" 9'-4" A.F.F CLG HT Nr-1 7 fV to 102 EQ. DINING 0 fV (V 0"A.F.F. STUCCO 2'-0 2'-0" CL�9 GHT CONTROL JOINT 100 COVERED ENTRY WALL MTD. TV. PROVIDE BACKING AS REQUIRED 103 LIVING ROOM IN M O 6'_2" 3'-0" 3'-8" — NUMBER OF STEPS MAY VARY. COORDINATE VVITH CIVIL 03 A-3.1 10'-6" EQ. Fo 5.7" 104 BEDROOM 2 U 0 0 Ilk_9' W CL� G HT 22" X 36" ATTIC N ACCESS HATCH Y r 103 0,_4„ LIVING ROOM TYP r104 AL 03/A-1.1A 0 10'-4' A.F.F. 0 c� Gz Hr (V N 02 REFLECTED CEILING PLAN SCALE:1/4" 0 V O 9 EGRESS 02/A-4 4 'v WALL LEGEND CMU WALL (SEE WALL TYPES). PARTITION WALL (SEE WALL TYPES). CEILING PLAN SYMBOLS LEGEND CEILING FAN PENDANT FIXTURE O RECESSED CAN FIXTURE i T WALL MOUNTED FIXTURE WALL SCONCE FIXTURE UNDER -CABINET LED FIXTURE NOTE: REFER TO MECHANICAL & ELECTRICAL PLANS FOR ADDITIONAL INFORMATION. DOOR SCHEDULE DOOR FRAME REMARKS DOOR NUMBER SIZE MAT'L TYPE MAIL JAMB DEPTH DETAILS FIRE RATING HDWR HEAD JAMB SILL 100-1 T-0" x 6'-8" x 1 3/4" MTL A MTL l l/A-6 12/A-6 13/A-6 ENTRY DOOR WI SIDELITE 101-1 3'-0" x 6'-8" x 1 3/4" MTL 8 MTL l l/A-6 121A-6 13/A-6 ENTRY 104-1 2'-10" x 64" x 1 314" WD C WD 08/A-6 091A-6 101A-6 PRIVACY 104-2 (2)2'-0" x 6'-8" x 1 314" WD E WD 06/A-6 061A-6 101A-6 SIM BYPASS DOOR 106-1 2'-10" x 6'-8" x 1 3/4" WD C WD 081A-6 09/A-6 10/A-6 PRIVACY 106-1 (2)2'-0" x 6'-8" x 1 314" WD D WD 08W6 091A 6 101A-6 PASSAGE 107-1 2'-4" x 6'-B" x 1 3/4" WD F WD 08/A-6 091A-6 101A-6 PASSAGE LOUVERED DOOR 108-1 2A 0" x 6'-8" x 1 3/4" WD C WD 08/A-6 09/A-6 101A-6 PRIVACY 108.2 2'-10" x 6'-8" x 1 3/4" WD C WD 081A 6 091A 6 10/A-6 PRIVACY 108-3 (2)2'-0" x 6'-8" x 1 3/4" WD E WD 061A-6 061A-6 101A-6 SIM BYPASS DOOR 109-1 T-O" x 6'-8" x 1 314" MTL B MTL 111A-6 12/A-6 13/A-6 STORAGE LOCK 110.1 T-O" x 6'-8" x 1 3/4" MTL B MTL 11/A 6 12/A-8 131A 6 STORAGE LOCK DOOR NOTES: 1. REFER TO SHEET A-6 FOR DOOR DETAILS. 2. COORDINATE/ CONFIRM ALL DOOR TYPES & HARDWARE WITH OWNER PRIOR TO CONSTRUCTION. 3. VERIFY ALL DOOR SIZES IN FIELD, FINISH SCHEDULE ROOM NO. ROOM NAME FLOOR WALLS BASE CEILING CEILING HEIGHT REMARKS 100 COVERED ENTRY FINISHED CONC. PAINTED GWB STUCCO 9'-8" 101 KITCHEN TILE PAINTED GWB/TILE 6" WD GWB 914" TILE @ KITCHEN BACK SPLASH 102 DINING TILE PAINTEDGWB 6"WD GWB 9.4" 103 LIVING ROOM TILE PAINTED GWB 6" WD GWB 10'-4" 104 BEDROOM 2 TILE PAINTED GWB 6" WD GWB 914" 105 BATHROOM TILE PAINTED GWB/TILE 6" WD GWB 9'.4" FULL HT. TILE IN SHOWER 106A BATHROOM TILE PAINTED GWB/TILE fill WD GWB 9'-4" FULL HT. TILE IN SHOWER 106 LINEN CLOSET TILE PAINTED GWB fill WD GWB 9'•4" 107 LAUNDRY TILE PAINTED GWB 6" WD GWB 9'.4" 108 BEDROOM TILE PAINTED GWB 6" WD GWB 9'-4" 108A CLOSET TILE PAINTED GWB 6" WD GWB 9'-4" 1088 BATHROOM TILE PAINTED GWBMLE 6" WD GWB 9'-4" FULL HT. TILE IN SHOWER 109 AHU CLOSET TILE PAINTED GW8 6" WD GWB 110 OUTSIDE STORAGE TILE PAINTED GWB 6" WD GWB 9'-4" 111 CARPORT FINISHED CONC. PAINTED GWB STUCCO 10'4" FINISH NOTES: 1. ALL FINISHES SHALL BE AS SELECTED/CONFIRMED BY OWNER AND INSTALLED BY CONTRACTOR. 2. PAINT TO BE APPLIED AS FOLLOWS: ONE (1) COAT OF PRIMER AND TWO (2) COATS OF FINISH PAINT, COLOR TO BE SELECTED BY OWNER 3. REFER TO FINISH SPECIFICATIONS ON SHEET A-3.2 BY INTERIOR DESIGNER 4. MINIMUM FLAME SPREAD CLASSIFICATION ON INTERIOR FINISHES SHALL BE CLASS'B' FOR CORRIDORS & CLASS'C' FOR ALL OTHER SPACES PER FBC TABLE 803.11 Gc CD r '(f) N W W H OD 0 � Lo to W M ^+^'' c0 00 Q LL. 00 L- c\I O Z O `- �-• U `N° LIJ Q a' Q 0 QLo i Z U 0 0 0 Q CD 0 d' cz U Z _0 0/ m � (y) Y \ _ < M I..L LL 0 I..L U a) LL z ® 0 o- 4-0 cz LL 0 co _) G PROJECT # 17-093.03 DATE 7-12-2019 REV # DATE SHEET # COPYRIGHT 2018 fV N 53'-6" 15.41 V-0° EGRESS O ¢, WINDOW 06/A_8 31'-10" N 10" O 8'-3' 4 110 STORAGE WH ROOM w 1 ---- 1o'-s° 10'-z° c WALL MTD. TV. PROVIDE BAC AS REQ RED 10 BEDR OM 138 IN 1?8 W1 1 Z'- 105Ato BATHROOM " _ O 1 1 �L A SET 2 104 BEDROOM 2 ❑ o , 108B BATHROOM - 2'-10" 2'-6" ns 1 OO 3' 4" 2-6" 1ss 3'-4" s" 0 M EGRESS WINDOW 0 ", 106, (V — 04 104 01 A-3.1 111 oD CARPORT A SLOPE DOWN 1/8" PER INCH 1Y OZIA•6 6'-7" 915„ 106 -"_- 12'-7 �31 i 11 (V 108A 1 A 108 A REF 101 CHEN � 11/ W!D W1A 107 O 103 LIVING ROOM _Lo CLOSET N ,0 — _0 KI 2/Ar4 SI1 6 4' 3 -2" 3'-6'1 102 DINING 01/A-7 100 O z 0 LJo - EGRESS WINDOW 021A4 SIM I Dw o ♦ I—= J =�°f O4 ��� Lo 1�1 \ v 12'-4" 110 109 STORAGE ROOM AHU CLOSET 2'-4„ n SLOPE DOWN 1:20 (MAX) EQ. Q mm V-0" A.F.F. 100 COVERED EQ. 30'-8" 53'-6" U 6'_2" T-0" 3'-8" - NUMBER OF STEPS MAY VARY. COORDINATE WITH CIVIL 05 A-3.1 10'-6" N 01 PROPOSED FLOOR PLAN SCALE: 1/ = V-0" EQ. 6-7 � 0 108 %Z1 BEDROOM EQ. 0 EQ. EQ. EQ. ,�T-4" A�F.F. cLY G HT w 109 a BATHROOM w 10'-4' A.F.FA.F.F. CLY G HT O -4-� F_- 0- w EQ. EQ. p w A.FA.F.FF.. 0 CLv G HT EQ. EQ. w _ 10$A — - CLOSET o 107 _ — UNDR `Q UNDER -CABINET STUCCO LED FIXTURE CONTROL 0 0 0 JOINT 3,_102" 5 0 5'_0" 101 111 CARPORT w KITCHEN 9'L A.F.F. CL HT 0 Oo (V (V A.F.F. STUCCO CLY G H7 - CONTROL JOINT — 105 BATHROOM $_9' 'A.F.F. CLV G HT 102 EQ. DINING d' La �o OO 0- cV fV 2'_0" 2'-0" 100 0, COVERED EN RY EQ. 5'-7" w 0 EQ. 0 104 _ EDROOM 2 U ® 0 w CL 9'-4" A.F.F. 0 22" X 36" ATTIC cm ACCESS HATCH 0 103 r r-4„ LIVING ROOM TYP N m �A CLY G I{T i i N 02 REFLECTED CEILING PLAN SCALE:11 "= V-0" WALL LEGEND CMU WALL (SEE WALL TYPES). PARTITION WALL (SEE WALL TYPES). CEILING PLAN SYMBOLS LEGEND F-O CEILING FAN PENDANT FIXTURE RECESSED CAN FIXTURE WALL MOUNTED FIXTURE WALL SCONCE FIXTURE UNDER -CABINET LED FIXTURE NOTE: REFER TO MECHANICAL & ELECTRICAL PLANS FOR ADDITIONAL INFORMATION. 2'-0" 3-5/8" MTL. STUDS BRACED TO STRUCTURE ABOVE DOOR SCHEDULE DOOR FRAME REMARKS DOOR NUMBER SIZE MATL TYPE MAT'L JAMB DEPTH DETAILS FIRE RATING HDWR HEAD JAMB SILL 100-1 T-0" x 6'-8" x 1 314" MTL A MTL 11/A-6 12/A-6 131A-6 ENTRY DOOR WI SIDELITE 101-1 3'-0" x 6'-8" x 1 314" MTL B MTL 11/A-6 121A-6 13/A-6 ENTRY 104-1 T-10" x 6'-8" x 1 3/4" WD C WD 081A-6 09/A-6 10/A-6 PRIVACY 104-2 (2)2'-0" x 6'-8" x 1314" WD E WD 06/A-6 061A-6 10/A-6 SIM BYPASS DOOR 105-1 2A0" x 6'-8" x 1 314" WD C WD 081A-6 091A-6 10/A-6 PRIVACY 106-1 (2)2'-0" x 6'-8" x 13141. WD D WD 08/A-6 091A-6 10/A-6 PASSAGE 107-1 2'4' x 6-8" x 1 3/4" WD F WD 081A-6 PASSAGE LOUVERED DOOR 108-1 2'-10" x 6-8" x 13/4" WD C WD 08/A"6 10/A-6 PRIVACY 108-2 2'-10" x 6'-8"x 13/4" WD C WD 08/A-6 %09/A-6101A-6 10/A-6 PRIVACY 108.3 (2)2'-0" x 6'-8"x 13/4" WD E WD 061A-6101A-6SIM BYPASS DOOR 109-1 T-0" x 6'-8" x 13/4" MTL B MTL 11/A-6 13/A-6 STORAGELOCK110-1 T-0" x 6'-8" x 13/4" MTL B MTL 11/A•6 131A-6 STORAGE LOCK DOOR NOTES: 1. REFER TO SHEET A-6 FOR DOOR DETAILS. 2. COORDINATE CONFIRM ALL DOOR TYPES & HARDWARE WITH OWNER PRIOR TO CONSTRUCTION. 3. VERIFY ALL DOOR SIZES IN FIELD. \ 10 4 \\ CLG.HEIGHT Q 5/8" GWB ON SUSPENDED 3.5/8" MTL STUD FRAMING @ 16" O.C. 0'4' L B.O. SOFFIT SEE REF. CLG. PLAN 5/8" GWB ON 3-5/8" MTL. STUDS, TYP. 03 CEILING DETAIL SCALE: 1 112" = V-0" ACCESSIBLE COTTAGE U O 'U) W w 00 0 M (/) c') cV o Q Z V CO U) ai Q �' C9 Lo U 00 i () OD Q o c- 0 Iq 00 U J Q Z 0 z� W m d LLI 0 �eS pz�y Od •L LL I— �LLJ U) ` < O ILL W Z E� Q m IL 0 U) (n 2 PROJECT # 17-093.03 DATE 7.12-2019 REV # DATE SHEET # AF 01 COPYRIGHT ,3y 2018 SNAP -CLAD CLII WITH FASTENER: PEEL & STICK PLYWD. DECKING PRE-FAB.WOOD ROOF TRUSS SYSTEM TYP "Z" RETAINER STRIP SET IN SEALANT �: SNAP -CLAD CLIP WITH FASTENERS PRE-FAB.WOOD ROOF TRUSSES, TYP. PEEL & STICK PLYWD. "Z" RETAINER STRIP SET IN SEALANT 2"X8" CEDAR FASCIA - 05 PA-1 IS VALLEY FLASHING SNAP -CLAD PANEL SNAP -CLAD CLIP WITH FASTENERS SEALANT "Z" RETAINER STRIP PRE-ENG'D.WOOD ROOFTRUSS SYSTEM TY- "'W-CLAD JEL CUT, BEND RN IN PANEL, & :RETURN OVER .TAINER STRIP 6 EAVE 11NG KEEPER CEDAR FASCIA RAKE DETAIL SCALE: 3" =1'4' & SNAP -CLAD PANEL FIELD CUT, BEND RETURN IN PANEL, & HOOK RETURN OVER "Z" RETAINER STRIP GUTTER STRAP (FIELD FORMED) PRE -FINISHED .032 ALUMINUM GUTTER GUTTER DETAIL SCALE: 3" = 1'-0" MINIMUM CLEARANCE FROM PANEL ENDS TO VALLEY DIVERTER IS 6" MINIMUM EACH SIDE OF VALLEY. MAY REQUIRE MORE CLEARANCE ON LONGER VALLEY RUNS. PEEL & STICK UNDERLAYMENT RIM' PI YVM DFCKING SUPPORT SEALANT A & UND T VERTICAL LEG ER "Z" CLOSURE -101 RIDGE/HIP- FLASHING 3/4" TURN -UP - PEEL & STICK- VAP-CLAD CLIP- fH FASTENERS 03 cV 0 "Z" CLOSURE POP RIVET AS REQUIRED TO FLUSH THE LAP OF THE RIDGE/HIP FLASHING PLYWD. DECKING SNAP -CLAD PANEL g®r Iffil TYPICAL RIDGE DETAIL SCALE: 3" =1'-0" 01 1 02 ROOF PLAN FASTENING STRAPS FINISH SURFACE - REFER TO PLANS FOR EXACT LOCATIONS N =CrACT rnhlrDCTC CDI A4ZW RI ndC TYP. CONC.SPLASH BLOCK SCALE:1"=1'-0" SCALE: 1 /4" =1'-0" U L0 r ' N N ai Fw- o~0 ® M U) LLI co d (D u- 00 N Q U) Z co U C:) N LLI o Q �- Q -Q+i Q 0 Q (O U 00 � U m Q o a U Q Z _0 >_ n/ I_I_ m L w _ M M � 1 r�^ V) Lij x W • L p•CCi I..L V) O / < O 11 1 1 1 V W ^' LL O z E LL Q LL _� 0 w U) G yP ' P N D. C/ IRy$9g8.( 1: U •. 4� ,STFRED PROJECT # 17-093.03 DATE 7-12-2019 REV # DATE 0 SHEET # ^'py A-2 COPYRIGHT 2018 h BEA9'-4"A.F.F. � RING HT. _T-4" A.F.F. B.OV gEgM 0"" A.F.F. FIN. F� LppR 01 WEST ELEVATION SCALE:1/4" = V-0" J 12 I 1 I- L 03 41 i ME -02m=m �� �-E SOUTH ELEVATION E SCALE:1/4" = V-0" 2 1 H-i 0B4" GF RIT. b A.F.F. FIN. F1� LOpR � r uILk + + 1 13 =1311 11111 7r ej KE&M Mom 8 10 6 9'-4"A.F.F. h BEpRWG H T-4"A.F.F. h B.O gEAM 91 0'-0" A.F.F.F.F. FW.FLOOR Y 241 11 9'•0" A.F.F. BEARS ING HT. T�4' A.F.F� BY 0. BEAM 0'-0" A.F.F. FINS II II 02 NORTH ELEVATION SCALE:1/4" = l'-0" 04 EAST ELEVATION MATERIAL LEGEND Ll IMPACT RATED DOOR T IMPACT RATED WINDOW a SMOOTH STUCCO FINISH ® COLUMN STANDING SEAM METAL ROOF T HARDIE-PLANK SIDING T7 36" H PRE -FINISHED ALUMINUM RAILING T8 RAISED STUCCO BAND ® CONCRETE BEAM 10 WALL MOUNTED LIGHT FIXTURE 11 FIXED VINYL PLANTATION SHUTTER 12 PRE -FINISHED ALUMINUM DOWNSPOUT WITH CONCRETE SPLASH BLOCK 13 PRE -FINISHED ALUMINUM GUTTER SCALE:1/4" = l'-0" (�> --I ------ F_ KEY PLAN 03 05 N NOT TO SCALE 9'-4" A.F.F. h BEARING HT V 04"A.F.F. h FIN. FLOOR 9r [I 04 REJ` Gp � c GO�wG� Gi CJ� • CU CD N � W H � oo ® M �- (n W co Nr � 1000 LL M � N Q Z -~ Q N � 2 CO -'w (D Q C� 00 i U m Q o 0 a� U J z O Q �o � m� L L] M co V) w W L QO LL (D U In a) LL C: .a z 0 n ��/ 61� = m _O vJ 2 PROJECT # 17-093.03 DATE 7-12-2019 REV # DATE SHEET # Fj A-` COPYRIGHT 1"��. 2018 Referto 7PANFIRM THESE COLORS BEFORE NG THEM.) BEN COTTAGES: STUCCO MOORE, US 1, VERO BEACH, FL. 89 ALL PAINT IS BENJAMIN MOORE, LATEX AURA. ALL EXTERIOR SHOULD BE SEALED WITH HOT STUCCO -PRIMER. ALL INTERIOR DRY WALLS SHOULD BE SEALED WITH B M 027-00 SHURE SEAL ( SEE SPECS IN 88 & P-50 ICHANTILLY LACE OC-65 BM AURA EXT SATIN COTTAGES EXTERIOR TRIM P-51 CHANTILLY LACE OC-65 BM ALL ADVANCE WB SATIN OWNTRIM. COTTAGES INTERIOR. TRIM & DOORS; IF INTERIOR SHUTTERS, THEY HAVE P-52 SALMON PEACH 2O13-50 AURA-EXT. LOW LUSTRE HAITI EXTERIOR WALLS P-53 CORAL GABLES 2010.40 GRAND ENTRANCE -SATIN HAITI EXTERIOR DOORS P-54 BRIDAL PINK 2013-70 BM AURA FLAT -MATTE HAITI INTERIOR WALLS (EXCEPT ACCENT WALLS) P-55 BRIDAL PINK 2013-70 AURA BATH&SPA-MATTE HAITI BATHROOMS P-56 SALMON PEACH 2O13-50 BEN HAITI MOORE AURA FLAT -MATTE BEDROOMS - ON TV (EAST) WALL-FAM RM; WALLS BEHIND BEDS IN BOTH P-57 SALMON PEACH 2O13-50 BEN MOORE AURA SATIN FAM HAITI - ISLAND & CABINET MOLDING PAINTED BY CAPITAL CABINETS; FANS IN RM & M BEDRM PAINT4ED BY PAINTER P-58 OCEAN SPRAY 2047-60 AURA EXT.LOW LUSTRE DOM REP, EXTERIOR WALLS P-59 CAPRI SEAS 2047-40 GRAND ENTRANCE -SATIN DOM REP EXTERIOR DOORS P-60 50%BABY GREEN 2047-70 BM AURA MATTE DOM REP INTERIOR WALLS P-61 50% BABY GREEN 2047-70 BM AURA BATH & SPA DOM REP BATHROOMS P-62 OCEAN SPRAY 2047-60 BENJAMIN MOORE. FLAT -MATTE DOM REP - TV WALL (EAST) WALL FAM RM & WALLS BEHIND BEDS IN BOTH BEDROOMS p-63 OCEAN SPRAY 2047-60 BENJAMIN MOORE. SATIN IN DOM REP- ISLAND & CABINET MOLDING PAINTED BY CAPITAL CABINETS; FANS FAM RM & M BEDRM PAINTED BY PAINTER P-64 ILEMON MERINGUE 2023-50 AURA EXT.LOW LUSTRE TURKS & CAICOS EXTERIOR WALLS P-65 IYELLOW HIGHLIGHTER 2021.40 GRAND ENTRANCE -SATIN TURKS & CAICO EXTERIOR DOORS P-66 CREME FRAICHE 2023-70 BM AURA MATTE TURKS & CAICO INTERIOR WALLS P-67 CREME FRAICHE 2023-70 BM BATH & SPA TURKS & CAICOS BATHROOMS P-68 LEMON MERINGUE 2023-50 BENJAMIN MOORE. FLAT -MATTE T & C-TV (EAST) WALL- FAM RM; WALLS BEHIND BEDS IN BOTH BEDROOMS p-69 LEMON MERINGUE 2023-50 BENJAMIN MOORE SATIN T & C - ISLAND & CABINET MOLDING PAINTED BY CAPITAL CABINETS; FANS IN FAM RM & M BEDRM PAINTED BY PAINTER P-70 WALES GREEN 2028-50 AURA EXTERIOR LOW LUSTRE IAMAICA EXTERIOR WALLS P-71 IPEAR GREEN 2028-40 GRAND ENTRANCE -SATIN JAMAICA EXTERIOR DOORS P-72 SEAHORSE 2028-70 BM AURA FLAT MATTE JAMAICA INTERIOR WALLS P-73 SEAHORSE 2028-70 BM AURA BATH & SPA JAMAICA BATHROOMS P-74 WALES GREEN 2028-50 BENJAMIN MOORE FLAT -MATTE JAMAICA-TV (EAST) WALL-FAM RM; WALLS BEHIND BEDS IN BOTH BEDROOMS P-75 WALES GREEN 2028-50 BENJAMIN MOORE SATIN JAMAICA - ISLAND & CABINET MOLDING PAINTED BY CAPITAL CABINETS, FANS IN FAM RM & M BEDRM PAINT4ED BY PAINTER P-76 BLUE FLOWER 2057-60 AURA EXT.LOW LUSTRE BAHAMA EXTERIOR WALLS P-77 ASH BLUE 20S7-40 GRAND ENTRANCE -SATIN BAHAMA EXTERIOR DOORS P-78 50% ICY BLUE 2057-70 BM AURA MATTE BAHAMA INTERIOR WALLS P-79 SO% ICY BLUE 2057-70 IBM AURA BATH & SPA BAHAMA BATHROOMS -53 T-50 PL-7 PL- 8 3LUE FLOWER BLUE FLOWER PASTEL PINK CORAL ESSENSE 50%ANGEL PINK 50%ANGEL PINK PASTEL PINK PASTEL PINK ULTRA SPEC MASON-100%AC SEALER/PRIMER * INTERIOR DRY WALL PRIMER* BROWN CERAMIC PLANT GE HEX, ANTIQUE BEIGE CREEK -ANTIQUE WHITE- 2057-60 BENJAMIN MOORE FLAT -MATTE BAHAMA-TV (EAST) WALL FAM RM; WALLS BEHIND BEDS IN BOTH BEDROOMS 2057-60 2007-60 BENJAMIN MOORE SATIN AURA EXT.LOW LUSTRE BAHAMA - ISLAND & CABINET MOLDING PAINTED BY CAPITAL CABINETS; FANS IN FAM RM & M BEDRM PAINT4ED BY PAINTER CUBA EXTERIOR WALLS 2007-40 GRAND ENTRANCE -SATIN. CUBA EXTERIOR DOORS 007-70 BM AURA MATTE CUBA INTERIOR WALLS )07-70 BM AURA BATH & SPA CUBA BATHROOMS 2007-60 BM -AURA FLAT -MATTE CUBA-TV (EAST) WALL FAM RM; WALLS BEHIND BEDS IN BOTH BEDROO 2007-60 BM AURA - SATIN CUBA-ISLAND & CABINET MOLDING PAINTED BY CAPITAL CABINETS; BEF BEDS, FANS FAM RM & M. BEDRM PAINTED BY PAINTR BM ULTRA SPEC PRIMER ALL EXTERIOR STUCCO WALLS &TRIM 327-OOG BM SHURE SEAL LTX PRI ALL INTERIOR DRY WALLS -PRIMER 55-04G BM SUPER HIDE FLAT ALL COTTAGE CEILINGS ❑_a/a" ARMCTRONr,/INTERIOR FI OORING SOLUTIONS ALL COTTAGES TILE PAINTED TILE SQUARES DALTILE PAINTED TILE "STICKS" DALTILE GROUP. WITH TILE COVE CREEK USE BOSTICK DIMENSION (URETHANE) GROUT. COLOR: H600-DIAMOND WITH TIGHT GROUT LINES. BOSTICII FOR BATHROOM FLOOR TILES LUNGARNO - ARTISAN TRAVERTINE -HEXAGON ARTHEX001-USE BOSTICK DIMENSION GROUT. COLOR: H600- DIAMOND WITH TIGHT GROUT LINES. BOSTICK/C FOR KITCHEN BACKSPLASH "PAINTED" TILE, USE QUARTZLOCK2, COLOR: 245 WHEAT. DALTILE FOR LIGHT TAN CERAMIC PLANK FLOORS: USE GROUT COLOR: "230 ALMOND" with hairline Grout Line DALTILE LIGHTING & FANS ONE 5 LIGHT CHANDELIER. WEATHERED OAK WOOD; FORGED IRON BY MURRAY FEISS. SKU 949796 FEISS/LED ELITCO-E12LED115-1OPK. 6W. 480 LUMEN ELITCO/LE TWO OVER -ISLAND MINI PENDANT LIGHTING. LC4005. MURRAT FEISS #P1302WOW/AF. SKU 770315 FEISS/LED FILAMENT BULB -LC FIL-E26-4W-27K-ETC-AS-CLEAR - DIMMABLE. WARM 3DOOK. LED CAPST BATHROOM VANITY LIGHT FIXTURE, 3 LIGHTS, SATIN NICHEL, PUTNAM COLLECTION.499106LC- BULB-E26-7W-3K-F PUTNAM/ MONTE-SCUS2WH. MONTE CARLO CRUISE FAN 52" BLADE. WHITE ABS PALM BLADES. TO BE PAINTED COLOR OF ACCENT WALL IN EA COTT/ MONTE C COTTAGE PLUMBING: FAUCETS, SINKS, SHOWERS - specs changed All kitchen faucets are to be decided by Mr & Mrs. Maas. Refer to photos of faucets in silver toned brushed nickel. Note chrome fixtures are half the cost. Moen fixtures have a life -time warranty MORGAN 896172 SINK, G18165 MOEN 18 GAUGE STAINLESS SINGLE D UDMT SINK 301N X 18 IN X SIN - SINGLE BOWL. MORGAN 967995 SINK G18161 MOEN 18 GA UM 55 SINK SINGLE D 30X18X6 RDC 31.1/4 IN X 181N X 61N STAINLESS, SINGLE BOWL MORGAN SS440 SNAP-TITE STAINLESS STEEL BASKET STRAINER MORGAN 73134H IN SINK-ERATOR BADGER 5 HP DISPOSAL, 1/2 HP LESS CORD, # WDEV26952-2YR. MORGAN Bathroom Faucets are to be selected by Mr. and Mrs. Maas. Refer to photos of faucets in silver toned brushed -nickel. MORGAN 909500.62300 MOEN RGHIN M-PACT POSI 1H TS IPS BK BILK PACK POSI-TEMP R 1/2 IN IPS CONNECTION PRESSURE BALANCING VALVE. MORGAN 909458. T2131BN MOEN TRIM EVA 1 H TS POSI VLV ONLY BN POSI-TEMP R VALVE TRIM. MORGAN All shower heads and fixtures are to be decided by Mr. and Mrs. Maas. Refer to photos in silver -toned brushed nickel. MORGAN the Drop ELL will be decided by Mr. and Mrs. Maas TOM FLOOR, USE URETHANE GROUT :lI LASH BEHIND STOVE AND ABOVE ALL COUNTERS; QUARTZLOCK COLOR: 245 WHEAT 816. COTTAGES: DOM. REP, TURKS & CAICOS; A LASH BEHIND STOVE AND ABOVE ALL COUNTERS; USE QUARTZLOC COTTAGES: HAITI. BAHAMA, CUBA COTT. BATHRM SHOWER COTT. BATHROOM FLOOR TILES :HEN BACK SPLASH, "PAINTED" SQUARE OR STICK ACCENT 1T TAN FLOORS IN BAHAMAS AND JAMAICA COTTAGES COTTAGES (6)- ABOVE DINING ROOM COTTAGES. TOTAL: 30 BULBS COTTAGES (12) 2 ABOVE ISLAND COTTAGES 12 FOR ALL 6 PENDANTS LED CAPSTONE 1AU. COTTAGES -OVER EACH BATHRM SINK. (ADA-3; OTHER-4) TOTAL-23. ALL COTTAGES. ONE IN CENTER FAMILY RM. ONE IN MASTER BEDRM - MID BROS. 6 COTTAGE KITCHENS. 6 FAUCETS BROS. 5 COTTAGE KITCHEN SINKS._ NOT HAITI (ADA) BROS. HAITI ADA COTTAGE KITCHEN BROS. HAITI ADA COTTAGE ONLY -NO GARBAGE DISPOSAL BROS. 5 COTTAGE KITCHENS. NOT HAITI BROS. 5 MASTER BATHRMS: 2 EA. 5 GUEST BA EA. ADA MASTER 2; GUEST BATHRM. 1. TOTAL: 23 BATHROOM FAUCETS BROS. ALL COTTAGE BATHROOM SHOWERS TOTAL: 12 RRnc ALL COTTAGE BATHROOM SHOWERS TOTAL: 12 COTTAGE 12 FINISH SPECIFICATIONS/KEY Refer to Area of Use Schedules for Locations KEY/CODE DESCRIPTION MANUFACTURER/SUPPLIER REMARKS/LOCATIONS LAVATORIES: SINKS TOILETS 909404. 2210-0 KOH ER CAXTON UNDERCOUNTER LAVATORY SINK UND RMOU NT WITH OVERFLOW. PL-11 171N X 141N. X 7-1/2 1 iJ/CLAMP ADA WHITE. MORGAN BROS. ALL COTTAGE 23 LAVATORY SINKS. 819652. GSE21128 C ERSER MAXWELL ELONGATED TOILET BOWL. ERGO EIGHT. 121N ROUGH -IN ** SE PL-12 OR DUAL FLUSH ** A A WHITE 12 R 18. 1.6 MORGAN BROS. ALL COTTAGE BATHRMS: TOTAL 12 846931.002817OGE BER MAXWELL TOILET TANK. PL-13 1.6/GFT 121N ROUGH -IN WHITE (30) MORGAN BROS. ALL COTTAGE BATHRMS: TOTAL 12 909890. 4774-0 KOH LER BREVIA ELONGATED TOILET SEAT CLOSED FRONT W/COVER SOLID PLASTIC W/ Q2 ADVif NTGAGE QUICK RELEASE PL-14 WHITE. MORGAN BROS. ALL COTTAGE BATHRMS: TOTAL 12 ACCESSORIES 786008. DN722BN. C 31 LOUNDGE 24 DOUBLE TOWEL BAR BN BRU HED NICHEL. 241N DOUBLE PL-15 ITOWEL BAR. MORGAN BROS. MASTER BATH HANG ABOVE TOILET; 782237. DN77088N 131LOUNGE EURO PAPER HOLDER BN BRUSHED NICKEL EUROPEAN PAPER PL-16 HOLDER MORGAN BROS. 1 PER BATHRM: TOTAL 12 863610. DN7703BN LOUNGE DOUBLE ROBE HOOK PL-17 BRUSHED NICKEL. MORGAN BROS. 1 PER BATHRM BY SHOWER: 12 864056. DN7110 CSI WALL MOUNT DROP FOLD PL-18 DOWN SHOWER SEA T TEAK. MORGAN BROS. 1 HAITI PER ADA SHOWERS: TOTAL 49313 G13124 JSC I. 1/21N X 241N GRABBAR BY PL-19 HAITI ADA TOILET MORGAN BROS. HAITI/ADA COTTAGE: 30" IN SHOWERS G13142 JSC 1-1/21N 42 IN GRABBAR W/ PL-20 CONCEALED SNAP -ON FLANGE SATIN FINISH MORGAN BROS. HAITI ADA COTTAGE. 1 VERT 1 HORIZ. TOTAL:4 KITCHEN CABINETS NO BATHROOM VANITIES KITCHEN WALL&BA ECABINETS. MID-CONTINENT PARKER DOOR STYLE, MATCHING DRAWER FRONTS IN MAPLE WOOD, ITE MATTE FINISH. 42" & 36" TALL UPPERS, CRO N MOLDING. DELIVERY, INSTALLATION & HA IDWARE. SEE DIAGRAM" A C- 1 JUNII CAPITAL CABINETS 5 COTTAGE KITCHENS -ADA CABINET IN ADA KITCHENS KITCHEN WALL & BASE CABINETS. MID-CONTINENT PARKER DOOR STYLE, MATCHING DRAWER FRONTS IN MAPLE WOOD, HITE MATTE FINISH. 42" & 36" TALL UPPERS, CRO N MOLDING. DELIVERY, INSTALLATION & HA IDWARE. CLAREN ARCHITECTS WILL SUPPLY ADA D tAWINGS FO ISLAND, KITCH & C-2 VANITIES CAPITAL CABINETS 1 ADA COTTAGE KITCHEN KITCHEN ISLAND BA iE CABINETS. MID-CONTINENT PARKER DOOR STYLE, MATCHING DRAWER FRONTS IN MAPLE WOOD, C JSTOM PAINT COLOR (SEE PAINT COLOR LIST F R EACH COTTAGE). DELIVERY, INSTALLATION & HARDWARE. SEE DIAGRAM-" A C-3 UNIT" CAPITAL CABINETS 5 COTTAGE KITCHEN ISLANDS.NOT ADA ISLAND KITCHEN ISLAND BA ECABINETS. MID-CONTINENT PARKER DOOR STYLE, MATCHING DRAWER FRONTS IN MAPLE WOOD, C JSTOM PAINT COLOR (SEE PAINT COLOR LIST F DR EACH COTTAGE). DELIVERY, INSTALLATION & HARDWARE. SEE DIAGRAM- ADA/B UNIT CABINETS HAVE RECESSED DOORS." B C-4 UNIT: ADA HAITI. CAPITAL CABINETS 1 ADA ISLAND IN 1 COTTAGE -TO BE NAMED MASTER BATH VAN FOR 2 SINKS. MID- CONTINENT PARKE DOOR STYLE, MATCHING DRAWER FRONTS IN MAPLE WOOD, MATTE WHITE FINISH. DELIVERY, I STALLATION & HARDWARE. C-5 CVD57X34. SEE DIA RAM" A UNIT" CAPITAL CABINETS 5 MASTER BATHRMS. NOT ADA BATHROOM MASTER BATH VAN TY FOR 2 SINKS.MASTER BATH MID-CONTINENT PARKER DOOR STYLE, MATCHING DRAWER FRONTS It I MAPLE WOOD, MATTE WHITE FINISH. DELIVERY, 114STALLATION & HARDWARE. SEE DIAGRAM-" B L NIT" WITH RECESSED DOORS C-6 FOR HAITI ADA UNI r B. CAPITAL CABINETS 1 ADA MASTER BATHROOM GUEST BATH VANIT f FOR 2 SINKS. MID-CONTINENT PARKER DOOR STYI. E, MATCHING DRAWER FRONTS IN MAPLE WOOD, P 1ATTE WHITE FINISH. DELIVERY, INSTALLATION & H RDWARE. SEE DIAGRAM-" A C-7 UNIT" CAPITAL CABINETS 5 GUEST BATHRMS. NOT ADA VANITY GUEST BATH VANITY FOR 1 SINK. MID-CONTINENT PARKER DOOR STY1 E, MATCHING DRAWER FRONTS IN MAPLE WOOD, MATTE WHITE FINISH. DELIVERY, INSTALLATION & HARDWARE. SEE DIAGRAM-" C-8 B/ADA UNIT" WITH RECESSED DOORS CAPITAL CABINETS 1 ADA BATHRM: TOTAL 1; ADA TBA C-9 HARDWARE: RICHE LIEU 6501-195 CAPITAL CABINETS ALL COTTAGE BATHRMS: TOTAL 12 C-10 COUNTERTOPS: TO QUAY BY CAMBRIA QUARTZ CAPITAL CABINETS ALL KITCHEN & BATHROOM COUNTER TOPS WINDOW TREATM NT: INTERIOR SHUTTERS 5 X 6 "EXTRA" BRAND FAUX WOOD SHUTTERS WT-1 W/CENTER BAR I SHADE WORLD 3 PER COTT: 2 KIT./DINING. 1 M BED. TOTAL 18 5 X 3 "EXTRA" BRA D FAUX WOOD SHUTTERS WT-2 W/CENTER BAR _ SHADE WORLD 1 IN GUEST RM, 2 IN FAM RM. TOTAL: 18 -1'_O A_.F_.F� GROUP' Np FLOOR V. i 8 UM rn z•o' m 8 1-0 g � 01 ENLARGED ELEVATION SCALE:112" =1'-0" MATERIAL LEGEND 10 IMPACT RATED DOOR IMPACT RATED WINDOW ❑3 SMOOTH STUCCO FINISH ® COLUMN �5 STANDING SEAM METAL ROOF © HARDIE-PLANK SIDING 36" H PRE -FINISHED ALUMINUM RAILING ® RAISED STUCCO BAND ❑9 CONCRETE BEAM 10 WALL MOUNTED LIGHT FIXTURE 11 FIXED VINYL PLANTATION SHUTTER 12 PRE -FINISHED ALUMINUM DOWNSPOUT WITH CONCRETE SPLASH BLOCK 13 PRE -FINISHED ALUMINUM GUTTER 02 ENLARGED COLUMN ELEVATION + -1 20 1 1:20 (MAX. SLOPE) 03 LANDING SCALE: 1/2" - 1'-0" SECTION SCALE:1/4" =1'-0" (3 C) LSD CV Q� F- 00 M (n LLI ('O It ^' (.0 co Q LL DD -' i Z -0--E CD - � W �-J Q < (Y CO Ln �I Q C) ® 0 O W CO L U ® 1 P) cc°wG` C 1'-0" A.F.F. GROUND Z _O �r} M V L � M CO 'Z/) ' e�'v��J( 0- i` V) 0 > = Q ® LL U J L O Z E O M ILL Z O � V� � VJ 2 yam, .•... "''•'•.9 • :` ;JLj U R95258 LPn �VdI PROJECT # 17-093.03 DATE 7-12-2019 REV # DATE V ZL SHEET # COPYRIGHT 2018 m 03/A�VARIES T.O T-4" .F.F6 B.O. BY EAM I I 9'-4" A.F.F. BEARING H -� I! to o O O I I LOPE DO I 0'-0"A.F.F. 1 8" PER INC :. r„ w„•>, ... FI- N PLOOR f ;. ..::: .} ��,: .; � ,^,r,.:" .• ts�&:.y '.-FYI \ ��*.,\ � �� \ � i>y 02 SECTION SCAL :1/4" = l'-0" 08 SECTION SCALE: 3/4" =1'A" 7_1 6.2 7.3 6.66 3.4 f6.1 9.2 9.12 7.9 9.13 9.1 4.1 9.9 9.13 98 3.2 2.2 07 SECTION SCALE: 3/4" = V-0" C112y VARIE�S T.O._BEAM r 06 SECTION SCALE: 3/4" = l'-O" 9' 4" A.F.F. BEY AV_ HT. 0'-Ou A.F.F. FIB FLOOR f:: 05 SECTION SCALE: 3/4" = l'-0" V ' 06/A-4 VARIE T.O. BEAI 7'4" A.F.I BEARING F i SCALE: 1 /4" = V-0" 7.1 7.3 V�ARIES� TY 0. BEAM 6.6 6.4 04 SECTION SCALE: 3/4" = l'-0" 9.5 4.1 8. BEARING VA HT. , 9.13 03 SECTION SCALE: 3/4" = l'-O" nC I IVV 1 CJ - JLV 1 IVIYJ NOTE: NOT ALL KEY NOTES MAY -APPLY ci Ln (V � W 00 ® � M + U W Nt Qi c0 OD %Q LL 00 :3 o (j) Z 0 m Q Z ' 0 V 00 L 0 m Q o O i_ (113 2A. TERMITE TREATED COMPACTED SOIL 2.2. APPROXIMATE LINE OF GRADE (SEE CIVIL DRAWINGS) 2.3. LANDSCAPING 3.1. CAST IN PLACE CONCRETE FOUNDATION (REFER TO STRUCTURAL DWGS.) 3.2. CONCRETE SLAB ON GRADE (REFER TO STRUCTURAL DWGS.) 3.3. CAST IN PLACE CONCRETE BEAM OR LINTEL (REFER TO STRUCTURAL DWGS.) 3.4. BOND BEAM (REFER TO STRUCTURAL DWGS.) 4.1. CMU WALL (REFER TO STRUCTURAL DWGS.) 5.1. 3%" METAL STUDS @ 16" O.C. 5.2. 1%" METAL STUDS 6.1 PRE-ENGINEERED WOOD TRUSSES 6.2 EXTERIOR GRADE PLYWOOD SHEATHING (REFER TO STRUCTURAL) 6.3 P.T WOOD SUB FASCIA 6.4 2X8 FASCIA 6.5 WOOD STUD (REFER TO STRUCTURAL DWGS.) 6.6 WOOD BLOCKING AS REQUIRED 7.1. SNAP CLAD STANDING SEAM METAL ROOF SYSTEM OVER SELF ADHERED ROOF MEMBRANE 7.2. PRE -FINISHED ALUMINUM METAL FLASHING 7.3. PRE -FINISHED ALUMINUM DRIP FLASHING 7.4. R-30 HATT INSULATION 7.5. FOUNDATION WALL WATERPROOFING 7.6. 10 MIL VAPOR BARRIER ON COMPACT SOIL 7.7. CONTINUOUS SEALANT 7.8. SPRAY FOAM INSULATION R-20 MIN. SHALL COMPLY WITH MINIMUM SURFACE -BURNING CHARACTERISTICS (FBC 2603.3) AND BE PROTECTED AGAINST IGNITION (FBC 2603.4.1.6) 7.9. RIGID INSULATION R-5 MIN. 7.10. 6" PRE -FINISHED ALUMINUM GUTTER 8.1. PRE -FINISHED ALUMINUM IMPACT RATED WINDOW 8.2. STEEL DOOR AND FRAME , 9.1. SMOOTH STUCCO FINISH 9.2. %� GYPSUM BOARD FASTENED TO WOOD FRAMING ` 9.3. STUCCO CONTROL JOINT 9.5. HARDIE PLANK SIDING OVER 30# BUILDING PAPER. GO'(� ��VL 9.6. SUSPENDED ACOUSTICAL TILE WITH SUSPENDED CEILING GRID SYSTEM 9.7. 4" SOUND INSULATION 9.8. FLOORING (SEE FINISH SCHEDULE) 9.9. BASE AS SCHEDULED 9.10, WATERPROOFING COATING (SEE PAINT SPECIFICATIONS) 9.11. TOOLED DRIP EDGE 9.12. 1X2 FURRING 9.13. RAISED STUCCO WITH SMOOTH FINISH 9A4. PAINTED CMU WALL (SEE FINISH SCHEDULE) 9.15. 5/8" STUCCO SOFFIT ON HIGH -RIB MTL LATH. 9.16. 518" SMOOTH STUCCO FINISH ON PAPER BACKED METAL LATH OVER 518" FIBERGLASS WATER RESISTANT GYPSUM PANEL SHEATHING EQUAL TO DENSGLASS GOLF MFG BY GEORGIA PACIFIC. (REFER TO STRUCTURAL DWGS.FOR ATTACHMENT) 9.17. HARDIE BOARD TRIM 16.1 LIGHT FIXTURES Q z 0 Q 2!(D z m;1- W �� z �^) VWry W L ^� LL � V) a V `0 ' 1 LL != !nn V TQ Z ry a) LL T z O O 0- �U- 0 CC/) G / AR95�r �V _�__ 11 Y PROJECT # 17-093.03 DATE 7-12-2019 REV # DATE Lam` SHEET # FIX jopir COPYRIGHT 2018 GENERAL NOTES: t6'-0" a ^4" SEE DOOR SEE DOOR SEE DOOR SCHEDULE 1'-2" 3'-O" 1'-2" SCHEDULE SCHEDULE SCHEDULE E SEE DOOR SEE DOOR 4" 6-0" 4" 1'-0" 4" T-0" SCHEDULE SCHEDULEZ. 1. SEE FINISH SCHEDULE FOR ALL FINISHES ON FLOORS, WALLS & CEILINGS. DOOR $WINDOW NOTES: INSTALL MOISTURE RESISTANT GYPSUM WALLBOARD SUBSTRATE ON ALL WET AREAS -Ik I �� w ill 21. zp _ 1. DOOR &WINDOW �® __._.___......__.-_ GLAZING SHALL HAVE AND CEMENTITIOUS BD. ON ALL WALLS TO RECEIVE CERAMIC TILE. USE CEMENTITIOUS BD. IN KITCHEN AREA & ADJOINING SPACES IN KITCHEN AREA THAT RECEIVE TILE AS THE THE SUBSTRATE. w w > > > W w 15/A-6 I 15/A-6 A MAX. SHGC OF 0.4 -- o y AND A MAX. U-VALUE = i N w fp OF1.0. WALL TYPE NOTES: cn W o o �— 2. SUBMIT SHOP w w o 0 w w a o w y w °v J DRAWINGS AND w ---- - - PRODUCTAPPROVAL 1. ALL METAL STUDS SHALL BE 16" O.C. UNLESS OTHERWISE NOTED. w w W rn Ll w w - (REFER TO FLOOR �� 2. ALL METAL STUDS TO 15'-0" AFF. SHALL BE 20 GA TYPE "DWS" 20" MIN CLEAR* '- 20" MIN CLEAR* PLAN FOR WIND LOAD 3. 6" 20 GA. TYPE "DWS" METAL STUDS TO 24'-0" AFF. DO NOT REQUIRE ADDITIONAL BRACING. 4. ALL 6" 20 GA. TYPE "DWS" METAL STUD WALLS ABOVE 24'-0"WHICH ARE NOT REQUIREMENTS). A B C D ^ E F O 3, CONFIRM EXACT ABUTTED BYA HARD CEILING ON ONE SIDE. SHALL BE BRACED AS PER STRUCTURAL V V SIZES IN FIELD. DRAWING DETAILS, IMPACT RATED METAL IMPACT RATED SOLID CORE WOOD SOLID CORE WOOD SOL ID CORE WOOD FULLY LOUVERED IMPACT RESISTANT IMPACT RESISTANT DOOR WITH SIDELITES METAL DOOR DOOR & FRAME DOOR & FRAME BYPAE S DOOR & FRAME WOOD DOOR & FRAME SINGLE -HUNG WINDOW SINGLE -HUNG WINDOW WITH - SEE FINISH SCHEDULE FOR ALL FINISHES ON WALLS *EGRESS WINDOW REQUIREMENTS. REFER DECORATIVE ALUMINUM SHUTTERS TO FLOOR PLAN FOR EMERGENCY WINDOW *EGRESS WINDOW REQUIREMENTS. REFER TO FLOOR - WALL BOARD AND SURFACE FINISH MATERIAL SHALL EXTEND A MINIMUM OF 6" ABOVE NEAREST LOCATIONS. PLAN FOR EMERGENCY WINDOW LOCATIONS. ADJACENT CEILING, UNLESS NOTED OTHERWISE. DOOR & WINDOW ELEVATIONS 07 SCALE: 1/4" = 1'-0" 5/8" GWB 05/A-6 V MINIMUM CLEARANCE FOR DEFLECTION r BOTTOM CHORD / %" GWB FINISH. SEE FINISH 3.518" METAL STUDS @ 16" O.C. OF TRUSS STUCCO FINISH SCHEDULES FOR FINISHES Q a p 5/8" GYP UM BOARD CEILING AS SCHEDULED / / FINISH - SCHEDU E FINISH FOR CONT. SEALANT STRUCTURE /EXTERIOR FINISHES ABOVE CMU WALL 1x2 FURRING AR 16" O.C. CMU WALL 1/4" SHIM a INSULATION (R=5 MIN) lx2 FURR INSULATION NG AT 16" O.C. (R= 5MIN.) METAL STUDS — 5/8" GWB* ON , 25 GA MTL. TOOLED DRIP EDGE � S CONT. CORNER BEAD TYP. WOOD TRIM (SBO) STUDS @ 16" O.C. SOUND ATTENUATION BOTH SIDES' CONTINUOUS SEALANT TOOLED DRIP EDGE CONTS LANT $ BLANKETS RAKED STUCCO, PROVIDE BACKER OD CEILING - REFER TO WALL BASE EA. SIDE SEE FINISH SCHEDULE CONT. SEALANT IMPACT RESISTANT FINISH SCHEDULE ALUMINUM WINDOW SET IN STUCCO FINISH IMPACT 8 ALUMINU A DOOR SET 1 X WOOD JAMB FINISHED FLOOR CONTINUOUS SEALANT - INSTALL PER N.O.A. IN CONTI UOUS r171-1 SEE FINISH SCHEDULE. REQUIREMENTS SEALANT INSTALL PER WOOD STOP CONT. RAKED STUCCO, N.O.A. RE UIREMENTS 5/8" GWB ON EACH SIDE A = NO INSULATION PROVIDE CONT. NOTE: USE MOISTURE RESISTANT GWB. SEALANT DOOR (SEE SCHEDULE) SEE PLAN AND WALL TYPES IN WET AREAS AND CEMENTITIOUS ED. IN ALL KITCHEN/ KITCHEN RELATED SPACES & AREAS TO RECEIVE TILE SINGLE HUNG WINDOW 14 DOOR HEAD DETAIL 11 DOOR HEAD DETAIL 08 METAL STUD 04 W1 - WALL TYPE 01 HEAD DETAIL SCALE: SCALE: SCALE: SCALE: SCALE: 3"=V-0" 3" = 1'-0.' W = 1'-0" DETAIL 1/2" = 1'-0" 1/2" = 1'-0" IMPACT RESISTANT ALUMINUM 5/8 GWB WINDOW SET IN CONTINUOUS 111 MINIMUM CLEARANCE FOR DEFLECTION SEALANT - INSTALL PER N.O.A. IMPACT RESISTANT ALUMINUM DOOR REQUIREMENTS SET IN CONTINUOUS SEALANT - INSTALL 1x2 FURRI G AT 16" O.C. Y��\\ RAKED STUCCO, PROVIDE PER N.O.A. REQUIREMENTS INSULATI N (R=5 MIN.) 35/8"METAL STUDS @ \ CONT. SEALANT 16" O.C. \ 1 3/4" DEEP LEG 5/8"GYPS M BOARD \ CHANNEL -SECURED FINISH - SEE FINISH � CONT. SEALANT TO STRUCTURE ABOVE SCHEDUL FOR RECESS AS REQUIRED BY FINISHES 1/4" SHIM DOOR MANUFACTURER 1'-0' CONTS NT & DO NOT SECURE STUD - ' • _ BACKER D TYP. WOOD TRIM (SBO) TO CHANNEL EXTERIOR CMU WALL HORIZONTAL EXTERIOR CMU WALL -- AS REQI D SUPPORT d 1 X WOOD JAMB CHANNEL — <' 1'NQSING CONTINUOUS SEALANT RAKED ST CCO, \// // ` 1x2 FURRING AT 16" O.C. PROVIDE GONT. WOOD STOP CONT. \ \\ / COMPACiES15 / CONCRETE FOOTING \\n\\n\\n\\. \\�\ / INSULATION (R=5 MIN) SEALANT (REFER TO STRUCTURAL) GWB FINISH. SEE FINISH DOOR (SEE SCHEDULE) TYPICAL AT WALL STUD WALLS WHICH EXTEND TO SCHEDULES FOR FINISHES STUCCO FINISH UNDERSIDE OF ROOF DECK CONT. CORNER BEAD SINGLE HUNG WINDOW 15 DOORJAMB DETAIL 12 DOOR JAMB DETAIL 09 NON RATED 05 STAIR SECTION 02 3 ;`0' 3CAL0" JAMB DETAIL T.O.W. TERMINATION DETAIL 3SCALEO: 1/2"=W10" DOOR -SEE DOOR SCHEDULE 34C=41'0" w DOOR (SEE SCHEDULE) A P IMPACT RATED LUMINUM 1" NOSING IMPACT RESISTANT STOREFRONT D OR ( BASE & FLOORING \ BEYOND AS PERNL CONCRETE SLAB ON GRADE ALUMINUM WINDOWSET FINISH SCHEDULE Na IN CONTINUOUS SEALANT- e - INSTALL PER N.O.A. ( 5/8" GWB ON 3-5/8" MTL x, / \ c' REQUIREMENTS STUDS @ 16" O.C. RAKED STUCCO, PROVIDE ALUM. SILL PAN FLASHING SET IN CONT. BED OF ALUM. THRESH. ET IN FULL ACCENT STRIP p B // / \\%/ \ \�A EMENT `v� TO CIVIL) 4 CONT. SEALANT SEALANT. BED OF SEALA BOTH SIDESI)k \\� ��\\� (REFER TO SLAB HEAVY DUTY ALUM NUM �// . \� COMPACTED FILL CjOO BOX TRACK HARDWARE AND PRE -CAST WINDOWSILL MARBLE SILL ° ° ° a a a a d ° 8 _ ,i OTING "•; \// (REFER TO STCONCRETE RUCTURAL) a � a ix2 FURRING AT 18" O.C. ° ° � . ° o Q � � a CONT. CORNER BEAD � STUCCO FINISH a s INSULATION (R-5 MIN) ° o p a a m a o 4 %¢"GWB FINISH. SEE FINISH a PROVIDE SLAB RECESS REQUIRED BY DC AS OR ^ CONCRETE SLAB EXIST EXTERIOR WALL a a SCHEDULES FOR FINISHES MANUFACTURER DOOR -SEE DOOR SCHEDULE SINGLE HUNG WINDOW 16 DOOR SILL DETAIL 13 DOOR SILL DETAIL 10 BYPASS DOOR 06 STAIR SECTION 03 SILL DETAIL 3'Ao' 3CAL00. 3CAL0" HEADER &JAMB DETAIL SCALE: SCALE: 3" = 1'-0" 3/4"= 1'-0., LO r '� N 00 ® D M U) LL1 m d- (O 00 Q LL CO 4i- Z3 o Z U CD Dorn �+ Q Ur Q Ln U 00 L_ U m Q O co 0 Q Nz L.1_ m �- � F_ � M O cv) U) fz^ V) w .L \ _ < O LL T Z 0 a- ry E 0 m LL Z 0 � �_^y vJ ) c G AN D A lei PROJECT # 17-093.03 DATE 7-12-2019 REV # DATE G SHEET # FX-6zpv COPYRIGHT 2014 CH CE ' 0 in a 0 l isms 1 �le� mom CASEWORK ELEVATION `F FIN. FL. L CEV IUNG 0" FIB N. FL. 3'-2" �gxc) REF N N �0-0 � M 04 03 2,10„ <"n 3'-8„ 02 ' 7,_3„ M P n 1 DW fV L—�_ 000 _— e cM 04 CASEWORK ELEVATION 03 CASEWORK ELEVATION 02 ENLARGED KITCHEN PLAN 01 SCALE: SCALE: SCALE: SCALE: 1/4" = V-01' CONT. 2"x4" W/ MILLED FACE STONE JNTERTOP ON 3/4" PLYWOOD BLANK DRAWER UNDER COUNTER SINK CABINET AS SELECTED BY OWNER 3/4" PLYWOOD W/ PLASTIC MINATE FINISH 4" KICK SPACE DISHED FLOOR CASEWORK LEGEND OBASE CABINETS W/ DRAWERS & ADJUSTABLE SHELF OSTONE COUNTER -TOP OFULL HEIGHT STONE BACKSPLASH UNDER -MOUNT SINK CDUPPER CABINETS W/ (2) ADJUSTABLE SHELVES OWASHER BY OWNER ODRYER BY OWNER OREFRIGERATOR BY OWNER CD WITH EXHAUST BY OWNER BY KO STOVE BY OWNER OBASE CABINET WITH DRAWERS (M ) PLASTIC LAMINATE WORK COUNTER ODROP -IN SINK OSINK BASE CABINET CASEWORK NOTES: 1. CABINET DETAILS ARE CONCEPTUAL ONLY. CABINET MANUFACTURER TO SUBMIT SHOP DRAWINGS FOR REVIEW & OWNER'S APPROVAL. 2. FINAL MILLWORK PROFILES TO BE SELECTED BY INTERIOR DESIGNER. 3. COORDINATE EXACT APPLIANCE DIMENSIONAL REQUIREMENTS WITH OWNER SELECTED APPLIANCES. 4. CONFIRM HARDWARE & DOOR PULL SELECTIONS WITH OWNER. EWORK DETAIL DESIGN 5/8" GWB ON 3-5/8" , 25 GA MTL. STUDS OR 2X4 WD STUDS @ 16" O.C. BOTH SIDES 5/8" PLYWOOD BACKING 07 SCALE: 1 1/2" = 11-0" Y N U 0 Lu 111 LL w r z O H w w SHAKER STYLE CABINET 1/8" HARDBOARD BACK FULL HT. STONE BACKSPLASH CONT, 2"x4" W/ MILLED FACE STONE COUNTER TOP STONE MITERED EDGE DRAWER SHAKER STYLE CABINET ADJUSTABLE PLASTIC LAMINATE SHELF FINISHED FLOOR `v `Zilw ------------ --- —J 3" O CASEWORK DETAIL 06 CASEWORK DETAIL 05 SCALE: SCALE: 1 1/2" = V-0" V N � W 000 ® � M + Lo (/7 LL (y) _J Li- 02 N o Q Z N °0')_ Q) �` Lfl - ~- (J` Q Z U °Om Q o 0 c- IT Lfl _cz U Q Z _0 > z N m i w M z M 4-0 C/) cu_ m VJ W 06 L m > Q L.L n� `J = E J 0- a) LL Z ,N— E m Li- 0 U) 2 rl PROJECT # 17-093.03 DATE 7-12-2019 REV # DATE dk G� SHEET , //�, 4 ^.. A 7 �v COPYRIGHT 2018 i CEILING ILING 0'-0" Y HN. FL. 05 INT. EL 105A BATHROOM EVATION SCALE: 1/4" =1'-0" OCE 0'-0" Y HN. FL. 05 INT. EL 105A BATHROOM EVATION SCALE: 1/4" =1'-0" OCE 0'-0" rn \\ r FIN. FL. 10 INT. EL 105 BATHROOM EVATION SCALE: 1/4" = V-0" CEILING J 0'-0" — 4 FIN. FL. 15 INT. EL 109 BATHROOM EVATION SCALE 1/4" = V-0" TILE W/ GROUT OVER 5/8" CEMENTITIOUS CEO SLING J 0'4' •v r FIN. FL. 04 INT. EL 105A BATHROOM EVATION SCALE: 1/4" = V-0" CEILING 0-0 4 _ * FIN. FL. 09 105 BATHROOM CEILING INT. ELE 4" WOOD BAASSE- 0 0'Y FIN. FL. 14 I 109 BATHROOM VATION SCALE:114" = l'-0" NT. ELEVATION SCALE: 114" = V-0" BACKER BOARD, REFER TO WALL TYPES 5/8" CEMENTICIOUS BACKER SEE PLAN BOARD, TYP. TEMPERED FRAMELESS -- SHOWER GLASS DOOR 20 MIL SHOWER PAN (RUN 8" UP @ ALL WALLS) SLOPE DRY -PACK CK 1/4" 0 X 6" LONG TAPCONS @ 12" O.C. MAX START 3" MORTAR AND TILE 1/8"FROM EACH END (1 3/4" MIN. EMBEDMENT) 20 MIL SHOWER PAN TO DRAIN ROUTE WOOD 1/2" D. TO CONCEAL HEAD TO DRAIN @ %4' PER FOOT MIN. (2) 2X4 P.T. WOOD STUDS CUT TO LENGTH NEW FLOOR DRAIN FLOOR TILE ON THIN SET z (SEE PLUMBING) (SEE FINISH SCHEDULE) RUN SHOWER PAN LINER UP AND OVER CURB 1l4" MIN. SLOPE / CONT. SEALANT CONC. SLAB (REFER TO FLOOR FINISH (SEE SCHEDULE) STURCT. PLANS) 17 SHOWER DETAILS SCALE :1 1/2" = V-0" �9' 4' CEY (LING 4" W00 BASE 0,_01 r FIN. FL. 03 INT. ELE 105A BATHROOM VATI ON SCALE: 1/4" = V-0" CE�—G C�J m 4" WOOD BASE I N O o p,-0„ r FIN. FL. 08 105 BATHROOM INT. ELEVATION SCALE: 1/4" = V-0" CEILING `v -rn i U-0' r FIN. FL. 13 INT. ELEVATION 109 BATHROOM SCALE: 1/4"=V-0" CEILING V Y Fw. FL. 02 INT. ELEVATION 105A BATHROOM CEY ILING FI`r N, FL, 07 INT. ELE 105 BATHROOM SCALE: 1/4" =1'-0" �1 VATI ON CEO h 0'-Up t r FIN. FL. 12 INT. ELE 109 BATHROOM SCALE: 1/4" = V-0" VATI ON SCALE: 1/4" = V-0" PROVIDE NECESSARY BACKING FOR FUTURE GRAB BARS 7 7' 10" / 02 ACC C O c 5 03 oa ,b 105A rBATHROOM N SR <? M �? LAV 01 ENLARGED RR PLAN 105A BATHROOM SCALE: 114°=r-0° 8'-2" �Q ACC M aWQ 105 BATHROOM L9 V(GLco LAV 17/A-8 a N 07 a 10 08 --�I Z 09 1 P 2'-5" 1'-8" 06 ENLARGED RR PLAN 105 BATHROOM SCALE: 1/4"=V-0° T-6" cV YLIQ 12 Acc 109 r U M 151413$ BATHROOM Q LAV ao 0 0 5'-0" 11 ENLARGED RR PLAN 109 BATHROOM SCALE: 1/4"=l'-o° CMU WALL TILE W/ GROUT OVER 5/8" CEMENTITIOUS RUN SHOWER PAN LINER UP BACKER BOARD SEE PLAN 4" & BELOW THE THRESHOLD 1/4" SLOPE DRY -PACK MORTAR AND FLOOR FINISH FLOOR DRAIN MIN. SLOPE TILE 1/4" TO DRAIN t a /\/�J�FLOOR TILE MUD BED a . 20 MIL SHOWER PANTO CONC. SLAB (REFER TO d < \<\ / DRAIN @ Y,"PER FOOT MIN. STRUCTURAL PLANS) 20 MIL SHOWER PAN 10 MIL VAPOR BARRIER (RUN 8" UP @ALL WALLS) OVER UBGRADE 16 SHOWER DETAILS SCALE:1 1/2" = V-0" RESTROOM ACCESSORIES MIRROR WITH 21/2" PAINTED, WOOD FRAME WATER CLOSET WC (REFER TO PLUMBING) LAVATORY LAV (REFER TO PLUMBING) SR SHOWER COURTAIN AND ROD ALL ACCESORIES IN THIS ROOM ACC SHALL BE AS SELECTED BY OWNER SINK &CABINET SK AS SELECTED BY OWNER GL TEMPERED GLASS SHOWER ENCLOSURE NOTES: 1. PROVIDE BLOCKING IN WALL FOR MTG. OF ACCESSORIES 2. CONFIRM ACCESSORIES W/ OWNER PRIOR TO PURCHASING 3. SUBMIT SHOP DRAWINGS FOR TOILET STALL PARTITION FINISHES APPROVED BY OWNER. CASEWORK NOTES: 1. CABINET DETAILS ARE CONCEPTUAL ONLY. CABINET MANUFACTURER TO SUBMIT SHOP DRAWINGS FOR REVIEW & OWNER'S APPROVAL. 2. FINAL MILLWORK PROFILES TO BE SELECTED BY INTERIOR DESIGNER, 3. COORDINATE EXACT APPLIANCE DIMENSIONAL REQUIREMENTS WITH OWNER SELECTED APPLIANCES. 4. CONFIRM HARDWARE & DOOR PULL SELECTIONS WITH OWNER. FLEv�� 001 Goof,�C%o( 8 U C) Ln •� N � W H 00 00 0 D M + (n W cf) d 00 ((0 W 00 L_ � N o Q Z'� cp U (0 rn Q � 0' (0 Z 0 U 00 U co C) O CD _O f - Z w m d- L. W w _ N � ("M 0 M�x 1 `z//�� VJ W W i / T < 0 LL W V LL J ^r 0— � 0 O Q) z 0 o- N� I L Q � LL _O `v`^J yCJ G PROJECT # 17-093.03 DATE 7-12-2019 REV # DATE Ci SHEET # A-8 COPYRIGHT 2018 N N 15'-8" 8 53'-6" MF9n 1 R 3l'-10" . -. - MW 1 `V — �'. — — — — — — —-- j --..------I ------ d' M .0. SLAB S-4 i MW-1 i I I J I I M -- 16" L 3,_4„ 2,_6, 3,_ " 8" I I C I I I I 16 S-4 S-4 I 3 r IN I C.J. C.J. I I I . N w I E . (-l'-o") N �' i T 0. SLAB i I I T.O. SLAB I SiOPE 1/8' / FT. I I 4" CONC SLAB ON GRADE I w/ 64, W1.4 x W1.4 WWF -- ON 10 MIL VAPOR BARRIER ON COMPACTED TREATED SUB -SOIL (TYPICAL) i T.O.SLB I I � M I 6° I $-4 5 5 #5 VERTICAL BAR 1 13 6"ZO S-4 BELOW BEARING OF S-4 S-4 r M L----------- - - - - - - - - - - B 2 ABOVE J - - -------------- b 1 L - - - 1 - - - -wri - L MC-1 F30 I �, oI 3 S-4 PLAN FOR PAVING'ITHIS AREA - j 12'-4 F I --— ---- =z ��----=— — —�- I I ` i 1------ I IN 6.0" 4'_0" 6'_0„ 4'_0„ 6'_0" 6.2" INI v co \ EL (-0'-6") I"I I" T.O. SLAB 3 �-------- -- ---- _------------ -� I S-4 77 -----2 - --- TE-2 ---- ---TE .--------- ------ - ---6.,-�- MC-1 MC-1 F20.12 MC-1 F20.12 MC-1 SIDEWALK, SEE SITE PLAN 3 4 TYP. 10 SAS-4 S-4 0' 8'-1016"t 0, 8'-1016"t 0, 8'-1016"t 0 30'-8" 53'-6" N FOUNDATION PLAN COTTAGE SCALE:1l4"=l'-0" 3'-0" 10'-6" ieder �vigineerincq, Ac. STRUCTURAL ENGINEER t `0V 11718 SE FEDERAL HWY 0373 c jj28036 (772) 546-5823 HOSE SOUND, FL 33455 FAX: (772) 545-3734 CU o L0 'cn C Lij oo D M + (n W M (o W ap o Q (n Z O (O }� Q Q < co +cl)-+ Q � Q o 0 L m Q o 0 cu O > Z (' W M Z M '�^ v, Lc _ (n W 06 3:Q oLL 0 _ 0� U J CL L m LL o Z E 'war' Q cu IL O '(n V_) 2 PROJECT # 17-093.03 DATE 7-12-2019 REV # DATE L L L A 0 SHEET # Fj< COPYRIGHT 2018 4" SLAB ON GRADE (SEE PLAN) (TE-2) 8%8" THICKENED EDGE W/(1) #5 x CONT. PAPER JOINT — Iri 15'-8" 3m m 53'-6" 5-21A ron a 31'-10" - o W EL0'-6' _�7\ F MW-1 —_- — SSLAB -4 T.OM. MW-iTy -i I \� 33„n '1 3 r TE-2 � I 4 ( 6„ 3,_4„ 2'-6" 3,_4" 8" I I C LE I I 6 ti J I 1 s-4 �- L S-4 I i 1 N IO — I 00 N - a0 C.J. N C.J. I N - N I .0. SLAB T T.O. SLAB 1/ LOPE " / FT. I 4" CONC SLAB ON GRADE w/ 6x6, W1.4 x W1.4 WWF ON 10 MIL VAPOR BARRIERAL I _ ON COMPACTED TREATED SUB -SOIL (TYPICAL) I o T.O. SLAB I ,-41 4 7 SIM. S-4 5 1 TICAL BAR 1 13 BEARING OF 6 I S-4 S-4 S-lA----OVE J c L— — — — — — — — — — ------------r------- ------ L L--- - --- W- -- I ( I.L. Rr— — — — — — — — — — — ------i— — — —1 , L - MC-1 -- - TE-2 F30 I I I' 2 (-2'-1 /2„f) 'v w 2'_4, 8,_0„ 4,-0" 6-_0" 4'-0" 6'-0" I —Io 6,_2„ S4 \ SLOPES DOWN 1:20 T.O. SLAB IM ( 3 -------- --- ---- --- -- _ --� I S4 IN __--TE-2 TE 2 TE- S SEE SITE PLAN FOR -x --- i --- ,I, MC-1-F20.12 MC-1 - - PAVIS� THIS AREA L ---- - 6 _ _ J F20.12 MC-1 I MC-1 6° I SIDEWALK, SEE SITE PLAN 3 4 TYP. S-4 S-4 8'-1011"i 81_101 LIt 8'-1011„t 0" 16 1'-0' 16 -0' 16 - 12,_4" 30'-8"- 53'-6" (MW-1) 8" CMU WALL BEYOND, (SEE PLAN) SEE ARCH'L DWGS. FOR RECESS REQUIREMENTS AT DOOR (1) #5 CONT. TOP 4" SLAB ON GRADE (SEE PLAN) 2-_0".... - TYP MF20.18 MONOLITHIC FOOTING SECTION \t1Y Scale:3/4"0,'-0" ACCESSIBLE COTTAGE 8" CMU WALL (SEE PLAN) 1 1/2" RECESS — (1) #5 CONT. TOP SEE a J z 14 FOUNDATION PLAN Y T. SLAB -`k- • x +I00 ,a \\ ,A U MF20.18 FOOTING 2'-0" ME PLAN & SCHEDULE) SCALE: 1l4"=1'-0" RECESS SLAB AT SHOWER, SLOPE TO DRAIN. 4" SLAB ON GRADE 3" (VERIFY W1 ARCH'L (SEE PLAN) DWGS. FOR RECESS) 1'-0. MONOLITHIC WALL FOOTING AT RECESS SLAB •1 Scale:3/4"_,'-0" J 3'-0" 3'-8" 10'-6" 4" CONC. SLAB ON GRADE (SEE PLAN) `a0 COMPACTED FILL (TE-2) 8"x8" THICKENED - EDGE/TURNDOWN W/(1) #5 x CONT. (MIN.) 8" CMU W/ #5 ® 48" O.C., HOOK REINFORCING INTO FOOTING & SLAB EDGE, GROUT FILL ALL CELLS. F20.12 CONC. FOOTING - (SEE PLAN & SCHEDULE) SLOPE #4 DOWELS 0 12" O.C., DRILL & EPDXY 4" INTO GROUT FILLED CMU (2) #5 TOP & BOTTOM & #3 TIES 0 12" O.C. SEE SITE PLAN FOR PAVING N T.OT FOOTING N '--COMPACTED FILL G 2'-0" V a LeGGe� l�iZ�i�2ee{ i{LCy, ✓nc. STRUCTURAL ENGINEER 3 SECTION v 036 Scale: 3/4"=,'-0" 11718 SE FEDERAL HWY #373 Lfc g28(772) 546-5823 /� H09E SOUND, FL 33455 FAX: (772) 545-3734 CU Lo 'U) N F- 00 0 M (n LLI co a CD V- 00 N o Q cnOm Z U CD W f+ Ur Q U 0m Q O O U O > Z w4Cj- W M 42 Z Co 1 Cu co W 0 "L > .dam O LL V N LL O Z cc C 0 Im LL Z O VJ 2 PROJECT # 17-093.03 DATE 7-12-2019 REV # DATE 0 E SHEET # F/4F S-1 *oov COPYRIGHT 2018 0 (N 0 r� d' N I I 1 c, 2 fiI� s-s i I FF , BB-1 (9'_4")� I —I 85 I I I I I I I I I I i i l l l l l l l 22" x 36" ATTIC C— I ;ACCESS HATCH F�1 II —I I I I ��III 7 1 I I I I I I I I I I I V II _ W I I IWDcr al IT I N o, mI�� I I I I L3 {'-- I I B IO I I O'm , ' , , , , , , , Q , m�13—I I i l m l l l l I I I I I I� o f I l w l I I I I rt �I— t-�m ;, ; CD 2x4 OUTLOKERS O ® 24" O.C. „ Ir II I, a --i I I I I I I I ISHADEDI AREA INDICATES T I I I OVER FRAMING TRUSSES 0 24" O.C. F I c I I T BB-1 (9' 4") AI , I—C — 4 i 4.12 4.12 C 411 I n MC-, SLOPE SLOPE SS m S55 1 S5 O. (BELOW) 1 m l T T �; I I v s s N I „I, II, I N S-S MW-1 ABOVE B-2 (B.O.B.=7'-4") N I I I TB-1 (RAKED) 2x4 OUTLOOKERS ® 24" O.C. 0 10'-4" I 2'-0" I 30'-8" 55'-6" TYPICAL ROOF FRAMING PLAN COTTAGES SCALE:1l4"=,'-0" REi11 SIMPSON UPLIFT ANCHOR SCHEDULE MARK ANCHOR TYPE NAILS TO TRUSS FASTENERS TO SUPPORT LATERAL UPLIFT CAPACITY ACTUAL CAPACITY ACTUAL (MAX) F1 F2 Fl F2 OA HETAL 16 (9) 10d x 1 1/2" IN STRAP + (5) 10d x 1 1/2" IN SEAT CAST IN 390# 1090# 305# 500# 1810# 1230# © HETAL 12 (5) 10d x 1 1/2" IN STRAP + (5) 10d x 1 1/2" IN SEAT CAST IN 390# logo# 305# — 500# 1270# 200# OC DETAIL 20 (6) 10d x 1 1/2" IN EACH STRAP + (6) 10d x 1 1/2" IN SEAT CAST IN 2000# 1370# — 2480# 1950# m 0 w Y Q K i 2 5-5 2x4 OUTLOOKERS 0 24" O.C. C0c)E, ST • L feder (! angineerinq, .._irzc. STRUCTURAL ENa1NEER 117HOBEESOUND,AFLH3345573 ucp28035 FAX:7(772)454583734 U O uO '� N W H 00 M (n W co (0 �- 00 N Q Z O ON O Q L1— LID :� Q C9 Q i 0Um Q O O co U Q 0 �d Z L_ W Ce) Z M (n 70 cu _ (n w cd > = Q O LL U a) u— Z O Q u- Z = 0 VJ G PROJECT# 17-093.03 DATE 7-12-2019 REV # DATE A G� L� SHEET #A COPYRIGHT 2018