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RC-04-19-811 Plansi alter Miami Shores,,,, Florida WASD ld�W �CUS TOMF-R DIVISION b'� dra Reviewed' y � 1 'a• �f0��< initial ERjFlcATION FORMRequked polquimid ORD. RaqWmd `arre=d Not Raq OTHER _ ,& 1ol24jj1p Rocco 25ebq I ULAW of16 LACE COUNTr NEALTM PERMIT 0: 3 DA7f ` Y •PLA-N RF�V T�'r�N FINAL DIVISION O'ENVIROIlT; iiv'iAL i' RESOU11CIs ['JA"] NAME (P N•1 Q~' CK !9 � c MAX 0 g &u,ia CQIJP&TY ' & 04-1J-811 DL:..P1kP l M,,ENT DATE 11 4,t! et i .5 COMPLVACE WITH Aii' D C st-iNTY DRAWING INDEX NO. COVER SHEET A-001 SITE PLAN AND NOTES A-010 EXISTING CONDITIONS PLAN EXP-1 TREE DISPOSITION PLAN EXP-2 PROPOSED FIARDSCAPF DETAILS D-1 PROPOSED HARDSCAPF E DETAILS PROPOSED H : ==CAPG: DETAILS PROPOSED `:,OSCAPE DETAILS PROPOSE- Y�, #Pz kF L DETAILS IPROPt1` D I A"OSt APL PLAN PROF I "D ' APE LIGHTING PLAN PRO€'C .ir I- �" r PE FLAN -CANOPY PROP' .. t '• 1ST nPc PLAN - UNDERS I ORY �LANDS04FEE S(, iEDULL AND DETAILS DEMO F L,=, 4 AND SPEC FLOORPI „ RCP AND ` �HEL'ULE. D-2 D-3 D-4 D-5 LH-1 LL-1 LP-1 LP-2 LP-3 A-101 A-102 A-103 EXTERIOR ELEVATIONS SECTIONS AND DE III C A-201 A-301 STRUCTURAL SHEET S-1 STRUCTURAL SHEET S-2 STRUCTURAL SHEET_ S-3 STRUCTURAL SHEET S-4 STRUCTURAL S;=.EET S-5 MEP SITE PLAN SP-001 MECHANICAL FLOOR PLAN M-001 MECHANICAL NOTES AND DETAILS M-002 WATER DISTRIBUTION FLOOR PLAN P-001 SANITARY FLOOR PLAN P-002 PLUMBING NOTES AND DETAILS P-003 ELECTRICAL FLOOR PLAN E-001 E-002 ELECTRICAL NOTES AND DETAILS PRC)JECT TEAM. --- r-- J ARCHITECT: Moreland Architecture, LLC 2551 Trapp Avenue Miami, FL 33133 Contact: Randall Moreland, AIA, LEED AP BD+C [305] 401-4450 STRUCTURAL ENGINEER: Skyrock Engineering, Inc. 12413 SW.220 Street Miami, Florida 33170 Contact: Aimee Rodriguez, PE, MS, SI [7861285-7157 I MEP ENGINEER: I RCI Engineering, Inc. 5450 Griffin Road, Suite A Davie, Florida 33314 Contact: Brian Coldwell, PE, LEED AP [9541 680-2690 LANDSCAPE ARCHITECT: Paradelo Burgess Design Studio Miami, Florida Contact: Jonathan Burgess, RLA, LEED AP ND and BC+D [786] 671-8250 CITY co.palk WALTER ON 93RD 94 NE 93rd Street Miami Shores, FL 33138 Charles Walter 94 NE 93rd Street Miami Shores, Florida 33138 (347) 281-0407 CharlesJWalter@gmaii.com All content fthese documents including, but not limited to ideas drawings and specifications prepared by Moreland ArchRecture LLC are instruments of the Architect's service, are copyright protected, and shall only be reproduced or reused with the expressed written consent of Moreland Architecture LLC. s Moreland Architecture and Sustainable Design Rand3li Mo 2551 Traol Mia�331 J3 [3051 401 4450 Admin@MorelAndArch.com www.MorelandArch.com AA26002007 AR94592 NIORELAND ,. A RC H JT E CTU R E j Phase PBJ Job No 1508. Date March 7, 2016 F COVER SHEET Wft A-001 I] A/C AIR CONDITIONING ACOUS ACOUSTICAL ACT ACOUSTICAL TILE AD AREA DRAIN Al ADJUSTABLE, ADJACENT AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT AL ALUMINUM ALT ALTERNATIVE(IVE) AP ACCESS PANEL APPROX APPROXIMATE(LY) APT APARTMENT ARCH ARCHITECT(URAL) AUTO AUTOMATIC BD BOARD BLDG BUILDING BILK BLOCK BLKG BLOCKING BM BEAM BMB BAMBOO BRK BRICK CA CATCHMENTAREA CG CORNER GUARD CIP CAST IN PLACE CJ CONTROL JOINT CL CLOSET CLG CEILING CLR CLEAR(ANCE) CMU CONCRETE MASONRY UNIT CO CLEANOUT COL COLUMN CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS COORD COORDINATE(ION) CORR CORRIDOR CPT CARPET CT CERAMIC TILE CTR CENTER CU CONDENSER UNIT CUFT CUBIC FEET DBL DOUBLE DET DETAIL DEMO DEMOLISH, DEMOLITION DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DISP DISPENSER DN DOWN DR DOOR DRY DRYER DS DOWNSPOUT DW DISHWASHER DWG DRAWING E EAST EA EACH EF EXHAUSTFAN EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR / ELEVATION EQ EQUAL EX EXISTING EXT EXTERIOR FD FLOOR DRAIN FEC FIRE EXTINGUISHER CABINET FXT FIXTURE FLR FLOOR FO FACE OF FU FIXTURE UNIT GA GAUGE GCO GRADE CLEANOUT GL GLASS / GLAZING GLV GALVANIZED GTR GUTTER GYP GYPSUM WALLBOARD HB HOSE BIB HC HOLLOW CORE HCW HOLLOW CORE WOOD HM HOLLOW METAL HVLS HIGH VOLUME LOW SPEED IG INSULATING GLASS INT INTERIOR LOW-E LOW EMISSIVITY LVL LEVEL MAX MAXIMUM MECH MECHANICAL MEP MECHANICAL, ELECTRICAL & PLUMBING MDF MEDIUM DENSITY FIBERBOARD MFR MANUFACTURE(R) MIN MINIMUM MISC MISCELLANEOUS MO MASONRY OPENING MNT MOUNTED) MTL METAL N NORTH NE NORTHEAST NW NORTHWEST NIC NOT IN CONTRACT NO or# NUMBER NOM NOMINAL NTS NOT TO SCALE OC ON CENTER OH OPPOSITE HAND RCP REFLECTED CEILING PLAN PLYD PLYWOOD PT PRESSURE TREATED PNT PAINT(ED) PVC POLYVINYL CHLORIDE R RANGE RC REINFORCED CONCRETE RD ROOF DRAIN REF REFRIGERATOR RM ROOM S SOUTH SCW SOLID CORE WOOD SE SOUTHEAST SF SQUARE FOOT/FEET SHW SHOWER SI SQUARE INCHES SIM SIMILAR SS STAINLESS STEEL STL STEEL STV STOVE SW SOUTHWEST T&G TONGUE AND GROOVE TL TILE TOC TOP OF CONCRETE TYP TYPICAL LION UNLESS OTHERWISE NOTED V VALLEY VP VENT PIPE W WEST WC WATER CLOSET (TOILET) WD WOOD WH WATER HEATER WM WASH'.NG MACHINE WN WINDOW GENERAL NOTES 1. ALL DOCUMENTS REFERRED TO IN PERFORMANCE OF THE WORK SHALL BE OF THE MOST RECENT REVISION. 2. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ITEMS EXISTING TO REMAIN IN PRE -DEMOLITION CONDITION THE CONTRACTOR IS RESPONSIBLE TO REPAIR ANY DAMAGE TO EXISTING ITEMS RESULTANT OF THE WORK PERFORMED. ALL WORK, EXISTING, COMPLETE OR OTHERWISE, SHALL BE PROPERLY PROTECTED AT ALL TIMES. 3. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO PROCEEDING WITH; THE WORK. THE CONTRACTOR IS TO IMMEDIATELY NOTIFY THE ARCHITECT OF DISCREPANCIES. DRAWINGS ARE NOT TO BE I SCALED FROM FOR DIMENSIONAL REFERENCE. 4. THE CONTRACTOR IS TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK, AND PERIODICALLY DURING PROGRESS OF THE WORK AS NECESSARY TO VERIFY DIMENSIONAL ACCURACY. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF CONFLICTS OR DISCREPANCIES. 5. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO MUNICIPALITY INSTRUCTIONS. 6. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. IT IS THE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT. 7. DETAILS TAKE PRECEDENCE OVER PLANS, LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE DRAWINGS. 8. ALL ELEVATIONS INDICATED REFER TO NGVD 1929 PER SURVEY. 9. ACCESS PANELS MUST BE PROVIDED AS NEEDED TO 12' - 3" SERVICE EQUIPMENT AND / OR AS NOTED ON PLANS. LOCATIONS OF ACCESS PANELS MUST BE APPROVED BY THE ARCHITECT. 10. DIMENSIONS ARE TO FACE OF BLOCK, CENTERLINE OF STUD, OR FINISH FACE OF EXISTING UNLESS OTHERWISE 1 INDICATED, EXISTING BLOCK WALL 11. THE ARCHITECT HAS MADE NO INVESTIGATION TO TO REMAIN. NEW GATE - DETERMINE IF ASBESTOS OR OTHER HAZARDOUS MATERIAL IS SEE LANDSCAPE DRAWINGS PRESENT IN THE EXISTING WORK. THE ARCHITECT ASSUMES NO RESPONSIBILITY WITH REGARD TO ASBESTOS OR OTHER HAZARDOUS MATERIAL. NO WARRANTY OR REPRESENTATION, EITHER EXPRESSED OR IMPLIED, IS MADE BY THESE DRAWINGS AS TO THE SAFETY OR SUITABILITY OF REMOVING HAZARDOUS MATERIALS INCLUDING ASBESTOS. IF MATERIAL SUSPECTED OF I' NEW CU BEING HAZARDOUS IS ENCOUNTERED DURING THE COURSE OF THE WORK, THE CONTRACTOR IS TO NOTIFY THE OWNER IMMEDIATELY. RELOCATED EXISTING CU �i WELL PUMP FOR LANDSCAPE IRRIGATION SYSTEM SUPPLY EXISTING POOL EQUIPMENT - REPLUMB SUPPLY AND II RETURN THROUGH PROPOSED ADDITION FOUNDATION WALLS PROPOSED CONNECTION OF EXISTING BUILDING SEWER AND PROPOSED ADDITION WASTE LINE -SEE MEP DRAWINGS I, A-201 2 EXISTING 4' TALL BLOCK WALL TO REMAIN r I - 7" 15'-3" m N NE 93RD STREET MAX. 5' FLARES NEW 18' WIDE DRIVEWAY - SEE LANDSCAPE DRAWINGS A-201 ' 4 ------- -- , 18' - 0" EXISTING WALKWAY TO BE RECONFIGURED - b SEELANDSCAPE DRAWINGS NEW I EXISTING n PARKING 031, PARKING 02� 18'x8' 18'x8' -------------- I I , EXISTING GARAGE EXISTING' BATHROOM EXISTING p IPARKING01 !t 1 ° 18'x8 E EXISTING BEDROOM PRO P0S DER l OD /� FE N (\ PARATE PERMIT 29' - 0" EXISTING SINGLE ( tJ EXISTING STORYRESIDENCEI BEDROOM EXISTINGFLOODFLOOD ZONE: X Iij' KITCHENI Is NEW BURIED 1 1 1200 GALLON I I SEPTIC TANK ,1 40" WIDE CLR. CONNECTIO ^� TO RENOVATION ! ADDIT I I I I II I I I I I I - � � � EXISTING TILE I I I I I PROPOSED I I I I EXISTING POOL I POOL DECK DRAINFIELD - SEE MEP DRAWINGS I APPROX. 17' - 8" I I I -- (10'-0' MIN.) 1 I L. -- _J !..: I EXISTING OVERHEAD CLEAR BETWEEN ELECTRICAL FEED TO BE RUN PROPOSED FOUNDATION ' UNDERGROUND TO RELOCATED 20 - 9 5 - 6 AND POOL STRUCTURE J METER AT SW CORNER OF _ PROPOSED ADDITION o EXISTING UNDERGROUND MUNICIPAL WATER SUPPLY TO REMAIN ------------ - - 3"x4" DOWNSPOUT o , SERVING 1,240 SF / 8' - 0' CLR OF ROOF AREA I PROPERTY LINE P O T NCE - EXISTING WATER 1 UNDER SE ARATE PERMIT METER TO REMAIN PROPOSED UNDERGROUND DRY WELL T 15' ALLEY 3 NFIIL RATE FIRST 11" OF RAINWATER ( 04CUFT) A-201 ON SITE. 15'-0" LONG, 3-0" DIA. (106 CUFT) = AREA OF ARCHITECTURAL WORK - 895 SF ADDITION = AREA OF ARCHITECTURAL WORK - 205 SF RENOVATION 1 SITE PLAN - 01 LVI PROPOSED WOOD 1 C A T - UNDE E A TE PERMIT 'I 1 A-201 PROPOSED 6 FT WOOD FENCE, TOP TO MATCH HEIGHT OF REMOVED 5 FT FENCE SITTING ON GRADE WHICH WAS 1 S P D HIGHEF UNDER SEPARATE PERMIT ZONING DATA TABLE CODE REFERENCE: MIAMI SHORES VILLAGE ZONING CODE ZONING DESIGNATION: R17.5 OVERLAY DISTRICT: (N/A) FLOOD ZONE: X LAND USE: SINGLE FAMILY, 1 UNIT LOT AREA: 13,640 SF / 0.313 ACRES REQUIRED/ALLOWED NOTES EXISTING PROPOSED LOT: BLDG. COVERAGE: REAR OPEN SPACE: LANDSCAPE AREA: INCLUDING GARAGE 1,990 SF 14.60% 2 872 SF 21.0% 8,220 SF 60.3°/d 7 338 SF 53.8% 8,992 SF 65.9% 8 110 SF 59.4% SETBACKS: FRONT: SIDE (CORNER): SIDE: REAR: 25 FT MIN. 25'-0" UNCHANGED 15 FT MIN. 29'-0" UNCHANGED 10 FT MIN. 15'-3" 10'-0" 15 FT MIN. 57'-3" 15'-0" HEIGHT: OVERALL: 30 FT MAX. ABOVE ST. GRADE 15'-6" UNCHANGED EAVE: FRONT: SIDE/REAR: 4 FT MAX. 3 FT MAX. 10" 10" (UNCHANGED) 3'-0" PARKING PER DU: 2 16'x9" SPACES 2 3 APPLICABLE CODES: FLORIDA BUILDING CODE - RESIDENTIAL 2014 FLORIDA BUILDING CODE - EXISTING BUILDING 2014 FLORIDA BUILDING CODE - MECHANICAL 2014 FLORIDA BUILDING CODE - PLUMBING 2014 FLORIDA BUILDING CODE - ENERGY CONSERVATION 2014 MIAMI SHORES VILLAGE ZONING CODE LEGAL DESCRIPTION: MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 1 & 2 BLK 2 LOT SIZE IRREGULAR COC 24977-2853 09 2006 3 SCOPE: SINGLE -STORY ADDITION AND PARTIAL RENOVATION TO SINGLE -STORY SINGLE-FAMILY RESIDENCE, INCLUDING NEW MASTER SUITE AND TWO BEDROOMS. RELOCATION OF SEPTIC SYSTEM, REVISED SITE FENCES, AND SIDE YARD WALKWAY INCLUDED. LNo. Revision Date COMMENT RESPONSES 04/0412016 __ __] WALTER ON 93RD 94 NE 93rd Street Miami Shores, FL 33138 Charles Walter 94 NE 93rd Street Miami Shores, Florida 33138 (347)281-0407 GharlesJWalter@gmail.com Al content of these documents including, but not limited lo, ideas, drawings and specifications prepared by Moreland Architecture LLC are Instruments ofthe Architect's service, are copyright protected, and shall only be reproduced or mused with the expressed written consent of Moreland Architecture LLC. Moreland Architecture and Sustainable Design CT 2 a 2Qi6 oraiand 2551 Trapp Ave Miami, FL 33133' [80514014450 - Admin@MorelandAi-ch.com www.MorelandArch.com AA26002007 AR94592 M 0 R E L A N D ARCHITECTURE Phase P U I Job No 1508 Date October 24, 2016 SITE PLAN AND v NOTES A-010 LEGEND ROYAL POINCIANA LIVE OAK +� FALSE ARALIA OSILVER BUTTONWOOD 0 DRACAENA MANGO CRAPE MYRTLE AVOCADO NORFOLK PINE BOTTLE PALM OSOLITAIRE PALM (TALL) 0 CHRISTMAS PALM WHITE BIRD OF PARADISE a� ARECA PALM FOXTAIL PALM C TRAVELER'S PALM NOTE: REFER TO EXP-2 FOR EXISTING TREE INFORMATION SITE LOCATION AERIAL MAP: NOT TO SCALE SITE LOCATION AERIAL MAP: NOT TO SCALE SITE NE 93RD ST -------- - - ---- I 1' HT SOCIETY GARLIC \ \ / T HT BOUGANVILLEA 801 1 T HT SCHEFFLERA 802 C HT HIBISCUS TREE \ \ + + 5' HT PHILODENDRON 5' HT CRAPE MYRTLE 4 HT' CROTON TYP \ \T HT BOUGANVILLEA \ ------------------------ \ \ F HT CRAPE MYRTLE 1 05 \ 4' HT ORANGE BIRD OF P RADIUE PLANT POT TURFI I �� 4' RADIUS OF NO SOD 2 FOXTAIL PALMS, 12'O.A. cn O ° o cn w• � z � O H � Q ^l U w o �♦�) r 00 116 00 SEAL: JONATHAN BURGESS LICENSE # LA6667220 "ALL DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS ARE TH_F COPYRIGHT PRGPERTY OF THE LANDSCAPE ARCHITECT AND -MUST BE RETURNED UPON REQUEST. - REPRODUCTIO2,1 OF DRAY,^.NGS, - SPECIFICATMNS AND RELATED DOCUMENTS -r, PART OR IN WHOLE � IS FORBIDDETAWITHOYfT'fHE LANDSCAPE Ai2t H',TECTS WRITTEN PERMISSION.'' - - _ . - DRAWN BY: AI'/Jt3A EXP-1 SCALE:1"=W-0" DATE: 8 FEBRUARY 2016 TREE PROTECTION AND RELOCATION SPECIFICATIONS - �o o GENERAL: 1.1 RELATED DOCUMENTS: LEGEND 7 A. DRAWINGS AND SPECIFICATIONS PROVIDED BY PARADELO BURGESS DESIGN STUDIO LLC APPLY TO WORK OF THIS SECTION. ` 12 DESCRIPTION: A. PROTECTION AND RELOCATION OF TREES AND PALMS ON -SITE, AS SHOWN ON THE SURVEYS AND PLANS. _ _ _ 1.3 QUALITY ASSURANCE: A. CONTRACTOR SHALL BE AN INDIVIDUAL OR FIRM OF ESTABLISHED REPUTATION, WHICH IS REGULARLY ENGAGED IN, AND WHICH MAINTAINS A REGULAR FORCE OF WORKERS SKILLED IN - PERFORMING WORK AS OUTLINED IN SECTION 3 OF THIS DOCUMENT. • TO REMAIN I _ - - - - - - �•i•� (4 P� UPON REQUEST BY OWNER, CONTRACTOR SHALL PROVIDE THREE (3) REFERENCES, DOCUMENTING SIMILAR WORK SATISFACTORILY PERFORMED. N E 9 3 RD ST B. ALL CONTRACTORS SHALL BE INSURED WITH WORKERS' COMPENSATION INSURANCE AS REQUIRED BY THE STATE OF FLORIDA, GENERAL LIABILITY INSURANCE WITH A MINIMUM LIMIT OF 51,000,000 COMBINED SINGLE LIMIT PER OCCURRENCE AND PROOF OF COMPREHENSIVE AUTOMOBILE LIABILITY INSURANCE. C. ALL CONTRACTORS SHALL HAVE ANY AND ALL CURRENT LICENSING AS REQUIRED TO PERFORM THE SPECIFIED SERVICES IN THE CITY OF MIAMI, FLORIDA AND MIAMI-DADE COUNTY, TO BE O FLORIDA. ❑ RELOCATED D. ALL CONTRACTORS SHALL VISIT THE SITE AND INSPECT THE TREES AND PALMS PRIOR TO SUBMITTING A BID. E. SELECTED CONTRACTOR SHALL ATTEND A PRE -CONSTRUCTION CONFERENCE. F. ALL CONTRACTORS SHALL COMPLY WITH ALL SECTIONS OF THESE SPECIFICATIONS. ONSITE 1 O Q G. NO WORK IS TO BE SUBCONTRACTED WITHOUT THE PRIOR WRITTEN CONSENT OF THE OWNER. I. ALL CONTRACTORS SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL HEALTH AND SAFETY REQUIREMENTS, INCLUDING THE LATEST REVISIONS OF OCCUPATIONAL AND ADMINISTRATION STANDARDS, AMERICAN NATIONAL STANDARDS INSTITUTE Z133.1-2000 CARE OPERATIONS REQUIREMENTS) AND STATE OF TO BE IW w iC SAFETY AND HEALTH (OSHA) (ANSI) (TREE -SAFETY FLORIDA DEPARTMENT OF TRANSPORTATION (FOOT VEHICLE SAFETY AND TRAFFIC CONTROL REQUIREMENTS). / _ • 1. ALL CONTRACTORS SHALL DESIGNATE A COMPETENT SUPERVISOR OR FOREMAN TO OVERSEE ALL ACTIVITIES DESCRIBED IN THESE SPECIFICATIONS. K. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR NOTIFYING OWNER AND FOR THE COST AND REPAIR OF ANY DAMAGE TO PROPERTIES, UTILITIES, OR POSSESSIONS, WHICH OCCUR AS A REMOVED li O RESULT OF IMPROPER OR NEGLIGENT ACTIVITIES WITHIN THEIR RESPECTIVE REALM OF RESPONSIBILITY, AS DEFINED IN THESE SPECIFICATIONS. L. CONTRACTORS SHALL NOT BE RESPONSIBLE FOR DAMAGES CAUSED BY OTHERS, VANDALISM, OR ACTS OF NATURE. 1.4 PERMITS AND CODES: A. CONTRACTOR SHALL PROCURE ALL NECESSARY PERMITS TO ACCOMPLISH THE WORK SPECIFIED HEREIN. B. CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL WORK IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS, ORDINANCES, AND CODE REQUIREMENTS FOR THE SPECIFIC L1 CITY, COUNTY, STATE, AND/OR FEDERAL JURISDICTION IN WHICH THE PROJECT IS LOCATED. 2.0 PRODUCTS 2.1 MATERIALS: BE RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NEEDED TO COMPLETELY AND ACCURATELY PERFORM THE WORK OUTLINED IN THESE 801 \ / 8024110 Op `~ A. ALL CONTRACTORS SHALL SPECIFICATIONS. EQUIPMENT AND MATERIALS FURNISHED SHALL BE OF THE10 APPROPRIATE TYPE, SIZE AND QUANTITY NEEDED TO ADEQUATELY ACCOMPLISH THE SPECIFIED WORK. B. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR REGULARLY INSPECTING ALL EQUIPMENT TO BE USED ON THE JOB SITE AND FOR PROVIDING SCHEDULED PREVENTATIVE MAINTENANCE, • SO AS TO PREVENT ANY DAMAGE OR INJURY TO LANDSCAPING, STRUCTURES OR THE ENVIRONMENT. • ! r' 3. EXECUTION 3.1 RELOCATION SITES: A. ALL TREES REFERRED TO IN SECTION 1.2, ABOVE, SHALL BE RELOCATED TO PRE -DETERMINED LOCATIONS, AS SHOWN ON THE SURVEYS AND PLANS. \ 3.2 ROOT PRUNING: A. BEGINNING AT LEAST 8 WEEKS PRIOR TO TREE RELOCATION, ALL HARDWOOD TREES TO BE RELOCATED SHALL HAVE THEIR ROOTS PRUNED SUCH THAT THE DLAMETER OF THE ROOT \ SYSTEM IS EQUAL TO OR GREATER THAN 0.75 FOOT FOR EACH I INCH OF TRUNK DIAMETER. ROOTBALL DEPTH SHALL BE AT LEAST 36 INCHES. ROOT PRUNING SHALL 8E PERFORMED USING A \ STUMP -GRINDER OR MORE REFINED EQUIPMENT SUCH THAT CUTS ARE CLEAN, SMOOTH AND THOROUGH WITHOUT CUTS OR TEARS IN THE BARK, WOOD OR CAMBIUM. THERE SHALL BE SOME ALLOWANCE FOR FIELD ADJUSTMENTS IN REGARD TO ROOTBALL SIZE AND DEPTH, AS DIRECTED OR APPROVED BY THE CONSULTING ARBORIST. \ B. PALMS SHALL NOT REQUIRE ROOT PRUNING IN ADVANCE, BUT SHALL BE PROPERLY ROOT -PRUNED PRIOR TO DIGGING/LIFTING. ROOT PRUNING, ROOTBALL SIZE, AND OTHER RELEVANT 1 FACTORS ARE TO BE DETERMINED BY THE CONSULTING ARBORIST. C. IN SANDY SOILS THE HARDWOOD TREE ROOTBALLS SHALL BE WRAPPED IN BURLAP OR FIBER MESH FABRIC, OR BOXED, PRIOR TO LIFTING AND MOVING. 3.3 CROWN PRUNING: A. THERE SHALL BE NO CROWN PRUNING OF HARDWOOD TREES UNLESS IT IS NECESSARY FOR HANDLING PURPOSES, OR AS DIRECTED BY THE CONSULTING ARBORIST. ALL PRUNING SHALL BE I I I \ I PERFORMED FOLLOWING THE LATEST REVISION OF THE AMERICAN NATIONAL STANDARDS INSTITUTE A-300 PRUNING STANDARDS (ANSI A-300). B. ANY CABBAGE PALMS PALMETTO) SHALL HAVE ALL MATURE FRONDS PRUNED OFF, MAKING PROPER PRUNING CUTS AT THE BASE OF EACH FROND, THE UPRIGHT SPEAR LEAVES \ (SABAL SHALL BE LEFT INTACT, BUT PRUNED TO REDUCE THEIR LENGTH BY APPROXIMATELY HALF. COCONUTS AND OTHER PALMS MAY ALSO REQUIRE PRUNING OF SOME OF THE LOWER FRONDS AND INFLORESCENCES. / / 105 3.4 DIGGING AND MOVING: A. TREES SHALL BE DUG MANUALLY OR WITH THE USAGE OF A BACKHOE AND LIFTED USING CRANES OR BACKHOES WHICH ARE APPROPRIATE FOR THE SIZE AND WEIGHT OF THE TREES. THEY SHALL BE CARRIED DIRECTLY TO THE SITE OF RELOCATION OR TO A DESIGNATED HOLDING AREA AND INSTALLED. /i \ • B. TREES SHALL BE LIFTED USING FIBER ROPE TREE SLINGS OR OTHER APPROPRIATE MATERIALS. DURING LIFTING THE TREES AND PALMS SHALL BE BALANCED IN AN UPRIGHT POSITION WITH FOOTBALLS INTACT. TREE AND PALM TRUNKS SHALL BE HEAVILY PADDED WITH BURLAP BENEATH THE BRACES OR LIFTING STRAPS SUCH THAT DAMAGE TO THE BARK, WOOD OR CAMBIUM \ IS PREVENTED. IF USING A FIBER ROPE LIFTING STRAP, IT SHALL BE DOUBLE -WRAPPED AROUND THE BURLAP AT A DISTANCE ABOVE THE GROUND WHICH IS JUST ABOVE THE ESTIMATED'�~� BALANCE POINT ON THE TRUNK, SUCH THAT DURING LIFTING, THE TREE REMAINS IN AN UPRIGHT POSITION. THE STRAP SHALL BE FASTENED ON A STRAIGHT SECTION OF SINGLE -LEADER TRUNK IN SUCH A MANNER AS TO PREVENT SLIPPAGE AND SUBSEQUENT WOOD, BARK OR CAMBIUM DAMAGE. 4 104 803 C. SPECIMEN -SIZE HARDWOOD TREES SHALL HAVE THEIR ROOTBALLS CRADLED WITH LIFTING STRAPS OR CABLES SUCH THAT THE BULK OF THE TREES' WEIGHT RESTS ON THE ROOTBALL, NOT ON THE LIFTING STRAPS ATTACHED TO THE TRUNKS OR BRANCHES. I/. D. ONCE LIFTING BEGINS, ANY UNCUT ROOTS WHICH BECOME APPARENT AROUND OR UNDER THE ROOTBALLS SHALL BE IMMEDIATELY SEVERED WITH THE APPROPRIATE PRUNING TOOLS (SAWS, LOPPERS, PRUNING CLIPPERS) SO AS TO MINIMIZE TEARING. ' ��r� ! ❑ • ❑ • ! I r T 1 w E. TREES AND PALMS ARE TO BE SET IN PRE -DUG PITS, WHICH ARE AT LEAST TWICE AS WIDE ON ALL SIDES AND APPROXIMATELY THE SAME DEPTH AS THE ROOTBALLS. TREES AND PALMS SOIL���� SHALL BE SET AT OR SLIGHTLY ABOVE (NO MORE THAN 2INCHES) FINAL GRADE. TREES AND PALMS SHALL BE BACKFI.LED USING A 1:1 MIXTURE OF EXISTING SOAND 70:30 TOPSOIL MIX, 14 143 �] ❑ 0 / W THOROUGHLY INCORPORATED TOGETHER TREES AND PALMS SHALL BE WATERED IN DURING INSTALLATION TO PREVENT THE FORMATION OF AIR POCKETS, WHICH COULD CAUSE SETTLING. THE ROOTBALLS. MULCH SHALL NOT BE APPLIED TO, OR,�. _ 102 F. ORGANIC WOOD MULCH SHALL BE LAYERED TO A DEPTH OF 2 TO 3 INCHES OVER THE TOP AND SURROUNDING 6 TO 8 INCHES OF ALLOWED TO ACCUMULATE DIRECTLY AGAINST THE TREE OR PALM TRUNKS. }, A 101 103 f f l 106 3.A. TBRACINGESAD ND � O PALMS SING: A. TREES AND PALMS SHALL BE BRACED AND STAKED, USING A MINIMUM PER TREE OF 3, 4" X 4" WOODEN STAKES, ATTACHED TO 2" X 4" WOOD BATTENS, DOUBLE -BANDED AROUND THE NAILS SHALL BE DRIVEN INTO THE WOOD BATTENS, NOT INTO TREE TRUNKS. DAMAGE OR INJURY TO TRUNKS SHALL BE AVOIDED. 108 I V J W BURLANWRAPPED TRUNK. B. STAKES SHALL BE PROPERLY ANCHORED AND SHALL REMAIN IN PLACE FOR AT LEAST 4 TO 6 MONTHS, OR UNTIL THE TREES AND PALMS SHOW ADEQUATE SIGNS OF HEALTHY NEW I I GROWTH. 3.6 TREE PROTECTION: A. ALL RELOCATED TREES AND PALMS SHALL HAVE PROTECTIVE BARRIERS ERECTED AROUND THEM AFTER RELOCATION HAS BEEN COMPLETED. PLASTIC BARRIER FENCING SHALL BE 1-STORY 109 H ERECTED AT OR BEYOND THE OUTSIDE EDGE OF THE ROOTBALL OR AROUND CLUSTERS OF TREES. 3.7 IRRIGATION: I RESIDENCE-�^-� I I r/�^ A. BEGINNING TWO WEEKS PRIOR TO ROOT PRUNING AND CONTINUING UNTIL THE TIME OF ROOT PRUNING, ALL TREES AND PALMS TO BE RELOCATED SHALL BE IRRIGATED ONE TIME EACH I (�', v -� TWO TO THREE DAYS USING A HIGH VOLUME OF WATER TO THOROUGHLY MOISTEN THE ROOT ZONE. A WATER SOURCE IS AVAILABLE ON -SITE. B. FOLLOWING ROOT PRUNING AND UNTIL THE TIME OF RELOCATION, TREES AND PALMS TO BE RELOCATED SHALL BE WATERED DAILY AT HIGH VOLUME. FEE=13.05' C. TREES AND PALMS TO BE RELOCATED ON -SITE SHALL BE IRRIGATED BY CONTRACTOR AS FOLLOWS: FOR AT LEAST THE FIRST MONTH AFTER RELOCATION, RELOCATED TREES AND PALMS SHALL BE IRRIGATED DAILY AT HIGH VOLUME (10 TO 30 GALLONS PER TREE OR PALM, AS PER SIZE, PER APPLICATION). AFTER THAT TIME, IRRIGATION RATES SHALL BE REDUCED TO THREE • 110 C% TIMES PER WEEK, CONTINUING AT HIGH RATES, FOR AT LEAST THREE MORE MONTHS. THERE SHALL BE SOME ALLOWANCE FOR FIELD ADJUSTMENTS IN IRRIGATION RATES AND FREQUENCIES DUE TO SITE., WEATHER, OR TREE CONDITIONS, AS DIRECTED BY THE CONSULTING ARBORIST. O 3.8 FERTILIZATION: A. TREES AND PALMS TO BE RELOCATED ON -SITE SHALL BE FERTILIZED TWO TIMES BY CONTRACTOR AS FOLLOWS: 1) UPON INITIATION OF THE CONTRACT, PRIOR TO ROOT PRUNING, AND 2) FOLLOWING THE TREES' AND PALMS' FIRST FLUSH OF NEW GROWTH AFTER RELOCATION. THEY SHALL BE FERTILIZED AT STANDARD RATES (AS PER TREE SIZE) OF A GRANULAR "PALM 111 114 SPECIAL" 8-2-12 PRODUCT, BROADCAST BENEATH THE CANOPY OF EACH TREE. '1 4'I 1 1 3.9 CLEAN-UP AND DEBRIS REMOVAL: A. CONTRACTORS SHALL BE RESPONSIBLE FOR THE TIMELY CLEAN-UP AND REMOVAL OF ALL DEBRIS GENERATED BY THE ACTIVITIES SPECIFIED IN THIS DOCUMENT. ALL DEBRIS SHALL BE COLLECTED AND PROPERLY DISPOSED OF AT AUTHORIZED DUMPING OR RECYCLING SITES. 4. GUARANTEE T POOL • 115\—u+` A. ALL TREES AND PALMS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR. RELOCATION PROCESS SHALL BE REPLACED AT NO COST TO OWNER CONTRACTOR SMALL REPLACE THE DEAD/DAMAGED TREES WITH NEW PUMP • . III I O B. TREES THAT ARE DAMAGED OR DIE DURING THE AS NEEDED TO SATISFY THE CITY OF MIAMI MITIGATION REQUIREMENTS FOUND IN THE TREE PROTECTION CODE. L J I 7 FFF---111 TREES 140 A/c 112 113 H TREE DISPOSITION CHART ALL TREES/PALMS NOTED AS BEING REMOVED QUALIFY AS EXEMPT UNDER SECTION 24-49(4) PER MIAMI-DADS COUNTY'S TREE PROTECTION/REMOVAL ORGDINANCE (DIVISION 2 OF CHAPTER 24). THEREFORE NO TREE REMOVAL PERMIT OR ❑ 804 I ^ MITIGATION IS REQUIRED FOR THE REMOVAL OF THESE SPECIFIC TREES. ALL SPECIMEN TREES ONSITE SHALL BE PRESERVED AND PROTECTED DURING CONSTRUCTION TO ENSURE SURVIVAL. TAG SPECIES COMMENTS SIZE CONDITION ❑ DISPOSITION Fri j �� # soTANTc<w co�AIMON DBH HT sPR PooR FAIR GOOD RETAIN RELOCATE RE tiIovE 137 116 L\1CAULIS 101' HYOPHORBE LAG E BOTTLE PALM BOOTED 9" 9' 4' X X 102 PTYCHOSPERMA ELEGANS SOLTTAIRE PALM 6" 18' 8' X 103 RAVENALA MAEFAGASCARIEN SIS TRAVELER'S PALM DOUBLE TRUNK 10" 25' 104 DYPSIS LUTESCENS ARECA PAL 20 STEMS, 3' WTDETRUNK 1T GROUND 4" 18' 15' 15' X X X 1360 -I -1 7 11 (� H NORFOLK PINE 4' RADIUS OF NO SOD AROUND TRUNK 20" 60' 15' X X 105I ARAUCARLA HETEROPHYLLA r_--i 106 PT'Y'CHOSPERMA ELEGANS SOLITAIRE PALM 3" 15 107 PTYCHOSPERAIA ELEGANS SOLITAIRE PALM 2" 6' 8' 6' 1 1 X X X X % EX. X POOL TILE X 118 � � � B ILDING F E'�`'''v^� 108 VEITCHTA MERRILLIT CHRISTI`MAS PALM DOUBLE TRUNK 7" 15' MASS 8' X � DECK X 135, 1091 STRELITZ.IA REGINAF: ORANGE BIRD OF PARADISE LARGE SPREADING 8' 10' E 20' A PROVED,_- `�• - 110 STRE LITZIA NICOLAII WHITE BIRD OF PARADISE TRIPLE TRUNK 12" 15' 8' X X 111 STRELITZ.TA REGINAE ORANGE BIRD OF PARADISE 6 CLUMPS 3' 10' 20' X X 112 RAVEN ALA MADAGASC MUEi SIS TRAVELER'S PALM 12" 20' 15' X X X X 134 119 113' RAVEN M, A I\'I AD AGASCARIENSIS TRAVELER'S PALM 12" 20' 15' 114 DYPSIS LUTESCENS ARECA PALM RAISED ELEVATION IN RETAINING WALL PLANTER 3' 2Q' H5 DYPSIS LUTESCENS ARECA PALM RAISED ELEVATION IN RETAINING WALL PLANTER 3' 20' 10' 10' X X X 1 X �� C"-. � 120 • III 116 RAVENALA MADAGASC ARIFNSIS TRAY LLER'S PALM 12" 25' 15' X X I 11; RAVENALA MADAGASCARIE _ SIS TRAVFI ER S PALM 12 25 RAVENALA MADAGASCARILI SIS TRAVELER'S PAL11 10" 18, 15 10, X 133 p X • 138 139 • ���" q� .. . ��. ' NON BGR . 9�C, 118 121 119 QUERCUS VIRGFNIANA LIVE OAK 38" 30' 40' X X� -y A Y-Y �( l �A 6667 120, PTY CHOSPERMA ELEGANS SOLITAIRE PALM 5 35' " 10 X X 132 1 129 128 127 126725 124 123 122 w 121 RAVENALA AIADAGASCARIEN SIS TRAVELER'S PALM 12" 30' 122 RAVENALA MAD AGASCARIENSIS TRAVELER'S PALM TRIPLE TRUNK 12" 20' 123 RAVENALA MADAGASCARIENSIS TRAVELER'S PALM 12" 20' 15' 10' 10' X X X X a X _ X 13 X. • �� ..4,4 124', RAVENALA �IrADAGASCARIENSIS TRAVELER'S PALM 12" 20' 101 X X 130 X GATE I ON F� 1oP GESS 125 RAVENALAMADAGASCARIENSIS TRAVELERSP.ALb1 12" 25 12 - i - J 126I RAYEN'ILAMADAGASCARIE< SIS TRAVELER'S PALM 12" 20' 10' X X �� / LICENSE # LA6667220 127 RAVENALA MADAGASCARIE. SIS TRAVELER'S PALM 12" 20' 10' X X "ALL DRAWINGS, SPECIFICATIONS 128 RAVENALA MADAGASCARIEI SIS TRAVELER'S PALM 12" 15' 20' X X 129 RAVENALA MADAGASCARIENSIS TRAVELERS PALM 12" 20' 10' X X AND RELATED DOCUMENTS ARE THE 130' PERSEA AMERICANA AVOCADO QUAD TRUNK, 12" + 10" + 0" + 12" 12" 25' 20' X X COPYRIGHT PROPERTY OF THE 131 DYPSIS LUTESCENS ARECA PALM 36" 15' 8' x X LANDSCAPE ARCHITECT AND MUST _� 132 MANGIFERA INDICA MANGO RELOCATE PER PLANS 2" 5' 2' X X BE RETURNED UPON REQUEST. 1331 RAVENALA MADAGASCARIENSIS TRAVELER'S PALM 12" 20' 10' < X ---- --- --- ---- --- - -- -- ----- r REPRODUCTION OF DRAWINGS, SPECIFICATIONS AND RELATED 134 RAVENALA MADAGASCARIENSIS TRAVELER'S PALM 12" 20' 10' X X \ DOCUMENTS IN PART OR IN WHOLE 135 RAVF_NALA MADAGASCARIE SIS TRAVELER'S PALM 12" 20' 10' X X IS FORBIDDEN WITHOUT THE 136 RAVENALA b1ADAGASCARIEN SIS TRAVELER'S PALM DOUBLE TRUNK 12" 20' 10' X X LANDSCAPE ARCHITECTS WRITTEN 137 RAVENALA _NIADAG ASCARIEN SIS TRAVELER'S PALM DOUBLE TRUNK 12" 20' 10' X X PERMISSION." 138 WODYETIABIFURCATA FOXTAIL PALM 5" 12' 139 WODYETIA BII URCATA FOXTAIL PAL 5" 12' 6' 6' X X X X DRAWN BY: AP/JB 140i LAGERSTROEMIAINDIGA CRAPE MYRTLE: 3" 8' 6' X X Kmw whey. Bf30W. 1411 DILYGOTHE( AYEITHCHII FALSE S 3" 10' 142 DRACAFNAMARGTNATA DRAGON TREE MULTETRUNK 3" 1- 4' 7' X X X CALLcelaeroueo Opp 143 CONOCARPUSERECTUS'SERICEUS' SILVER BUTTO NWOOD IMULTUTRUNK 8" 20' AD A ENT TREES (TRUNKS NOT \XITHIN PROPERTY LIMITS, SHOYVN FOR ADDITIONAL CONTEXT ONLA� 10' X 1 X c.�!lnnroe.,ne.dW --- 0 Or' 10' he1ared1p�° POMP REM" 15' 20' — EXP-2 801 QUERCUS VIRGINIANA LIVE OAK INOT LOCATED WITHIN PROPERTY LIMITS 24" 40' 30' X X SCALE:- 802 QUERCUS VIRGINIANA LIVE OAK NOT LOCATED WITHIN PROPERTY LIMITS 24" 40' 30' X X DATE: 803 QUERCUS VIRGINTANA LIVE OAK NOT LOCATED WITHIN PROPERTY LIMITS 18" 30' 20' X X 804 DLLONIX REGIA ROYAL PONCIANA INOT LOCATED WITHIN PROPERTY LI_MITS 14" 25' 20' X X 20 OCTOBER 2016 BIO-SWALE AREA, 10' WIDE MIXTURE OF GROUNDCOVERS, NATURAL GRASSES, & SHRUBS REFER TO LANDSCAPE PLAN BIO-SWALE AREA GRADE TO DROP 6" BIO-SWALE AREA, GRADE TO RISE 18" TRANSITION UP TO EXISTING GRADE 8' - - 5 BIO-SWALE_ -DETAIL LP-1J FINISH GRADE 3"-5" WIDE JOINT (TYP) C — I— COMPACTEDSUBGRADE COMPACTED DRAIN ROCK 3" MINIMUM THICKNESS 2'- TUMBLED TRAVERTINE STEPPING STONES ±22" X 22" REFER TO HARDSCAPE LAYOUT PLAN FINISH GRADE — COMPACTED SCREENING SAND 1/2" THICKNESS _ CONCRETE STEPPING STONE DETAIL LH-1 NOTE: ALL LUMBER TO BE TREATED W/ CEDAR OIL. CEDAR OIL TREATED FENCE REFER TO FENCE DETAIL FOR DESIGN & HARDSCAPE PLAN FOR LAYOUT (i1NDER SEPARATE PERMIT) Al TOP OF EXISTING CONCRETE SIDEWALK SCALE: 1" =1'-0" SOD OVER SEPTIC S DRAIN BIO-SWALE- DETAIL \P1 -COMPACTEDSUBGRADE COMPACTED DRAIN ROCK 3" MINIMUM THICKNESS - COMPACTED SCREENING SAND 1/2" THICKNESS RANDOM SLATE PAVING, SIZE VARIES OR TUMBLED TRAVERTINE PAVERS 24" X 24" REFER TO HARDSCAPE LAYOUT PLAN L CONCRETE EDGE TO SECURE PERIMETER PAVERS RANDOM SLATE OR TRAVERTINE PAVING DETAIL - SCALE: 1" =1'-0" I LH� SCALE: 1" =1'-0" TUMBLED TRAVERTINE PAVER 6" X 12" IVORY COLOR. REFER TO PLAN FOR LAYOUT POROUS PAVE FLEXIBLE PAVING SURFACE 2" THICK MINIMUM FINISH GRADE a 10 POROUS PAVEMENT DETAIL LH-1 CRUSHED STONE OR SIMILAR AGGREGATE W/ LOW FINES, 3/8" OR 3/4" IN SIZE. 4" THICK MIN. COMPACTED TO A DENSITY OF 95% IS REQUIRED COMPACTED SUBGRADE COMPACTED SCREENING SAND 1/2" THICKNESS CONCRETE EDGE TO SECURE PERIMETER PAVERS SCALE: 1" =1'-0" Al BIO-SWALE AREA, 10' WIDE e• MIXTURE OF GROUNDCOVERS, NATURAL GRASSES, & SHRUBS W -- — • _ REFER TO LANDSCAPE PLAN e 1 � l COMPACTED SUBGRADE COMPACTED DRAIN ROCK - 3" MINIMUM THICKNESS COMPACTED SCREENING SAND 1/2" THICKNESS ABER TO BE TREATED �R OIL. R OIL TREATED FENCE TO FENCE DETAIL FOR DESIGN LDSCAPE PLAN FOR LAYOUT ?R SEPARATE PERMIT) �F EXISTING RETE SIDEWALK EXISTING POOL TERRACE PAVERS TO REMAIN POOL TERRACE EXTENSION 1 ROW OF PAVERS TO MATCH EXISTING PAVERS EXISTING FINISH GRADE � n�.II III -I �II III CONCRETE EDGE TO SECURE PERIMETER PAVERS POOL TERRACE PAVING EXTENSION DETAIL I.H-1 F SCALE: 1" =1'-0" SCALE: 1" =1'-0" V1 O �./ vn cn O '^ VJ1 O ^ 5H H WwQ U � � �TO 4 hT ���TT F-, O a W O z Q S tp '.3j� LA STATE JON F ESS LICENSE LA6667220 ALL DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE LANDSCAPE ARCHITECT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS IN PART OR IN WHOLE IS FORBIDDEN WITHOUT THE LANDSCAPE ARCHITECTS WRITTEN PERMISSION." DRAWN BY: AP/JB D-5 DATE: 20 OCT DBER 2016 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- O HARDSCAPE NOTES AND SPECIFICATIONS: Q NE 93M STREET - ALL WOOD PRODUCTS FOR USE IN THE HARDSCAPE SHALL BE PIR -TREATED W/ A NON -TOXIC I CEDAR OIL TETRI-WOODWOOD STABILIZER TO AID IN WEATHER AND PEST RESISTANCE. `n WU - THE PRODUCT SHALL BE APPLIED USING A SPRAY, BRUSH, RC�,LER, SUBMERSIGN OR OTHER DIRECT PRESSURE METHOD WHEN CARRIED OUT IN COMPLIANCF, WITI I FEDEkAL, STA- E AND LOCAL AIR • .:. a • , EMISSION REGULATIONS. I . ' ALL WOOD PRODUCTS SHALL BE PRESSURE -WASHED PRIOR TO APPLICATION. a, •. - ONLY ONE SIDE OF THE WOOD NEEDS TO BE TREATED AS THE PROD UCY WILL BE ABSORBED .• . d , °,, ° ° a I I THROUGHOUT THE WOOD STRUCTURE. W CONCRETE APRON TO BE REMOVED. e e , ° - ALL LUMBER REQUIRES A MINIMUM OF 3 APPLICATIONS FOR TOTAL PENETRATION. a EXISTING - - PAVEMENT e -APPLY 2ND AND 3RD COATS WHILE PRODUCT IS STILL WET. REPLACE W POROUS & R E Bo ER ; .. EXISTING ENTRY LANDING &STEPS •• °, - DO NOT LET PRODUCT DRY PRIOR TO ADDITIONAL APPLICATIONS. W IVORY COLOR, 6" X 12" • : TO REMAIN. LE R N LET WOOD DRY FOR MINIMUM OF 72 HOURS FOR BEST RESULTS. SAND SET & ANcxoRED W/ coNCRETE '.' , a, a ° e ., . 12 X 24ON TREADS. '° 24" X 24" ON LANDING , I - APPLICATION IS BEST ACCOMPLISHED MIDDAY WHEN OUTSIDE TEMPERATE IS AT ITS HIGHEST. F�1 0 1 Q I n 1 EXISTING CONCRETE WALKWAY D3 of I - THE NEW HIGH WOOD FENCE & GATES BEING PROPOSED RIGHT OFF THE EXISTING SIDEWALK 6 , BY F�- U Z Q _ 6 ` TUMBLED TRAVERTINE, IVORY COLOR IS TO MATCH THE EXISTING 5' HIGH FENCE. THE EXISTING FENCE HEIGHT IS DICTATED ° a +� 24" X 24" STAGGERED PATTERN < 1 Q THE EXISTING GRADE AT THE FENCE'S EXISTING LOCATION THAT IS SETBACK OFF THE SIDEWALK. 00 • - THE COLOR OF THE NEW FENCE & GATES ARE TO MATCH THE EXISTING FENCE COLOR r 011 O LJ U J � 1.6 00 x��ti I I � r EXISTING CONCRETE DRIVEWAY TO BE RTINE BORDER, 6" X 12" =SAMSET n • '° ` HOREDW CONCRETEf• 1 �'•'' d •a ° °a j� D3 EW POROUS PAVEMENT RANDOM SLATE FLAGSTONE WALKWAY o "a °• .' I ° '. .SAND �CORATIVE SET ON CRUSHED CONCRETE SINGLE LEAF WOOD GATE, 6'HTCLOS Q • R POOL SAF (UNDER SEPARATE PERMIT) a-s •, a a '. v °' . ' _ 31 a __-- _ EXISTING PLANTER W TO REMAIN 7 S N o UNDER SEPARATE PERMIT) I/g„ O Ie °• PROPOSED DECORATIVE I(UNDER SEPARATE FERMI NEW CONDENSOR UNIT I 1 EXISTING Ae GARAGE V W W LOCATION FOR RELOCATED CONDENSOR UNIT RANDOM SLATE FLAGSTO TERRACE/ WALKWAYSAND E I — C �� PROPOSED RAISED WOOD VEGETABLE GARDEN - 176" X 6'-6" X 24" HT V _ SET ON CRUSHED NCRDs Cr,) CN I EXISTING SING O O O O CO � PROPOSED DECORATIVE DOUBLE LEAF WOOD GAI SELF CLOSING & LOCKIN OOD E, V HT z LJ h�l i LOCATION OF WELL PUMP FOR LANDSCAPE IRRIGATION __ STORY RESIDENC MECHANISM FOR POOL SA (UNDER SEPARATE PERMIT) FETY I �1 SYSTEM SUPPLY I �6 �'❑❑° \ FLOOD ZONE: X o + -I PROPOSED RANDOM SLATWALKWAY SAND SET ON CRUSHED COD & 20': ' RAMP U — T o PROPOSED BURIED ❑ o O o O o + 1200 N SEPTIC TANK BY OTHERS H ❑ I II II II it it II II IV II II II II II II o' + — � I I �•� � I EXISTING POOLEQUIPMENT Q TO REMAIN I ❑ p II II II II II II II II II II II II II II II II II o + +IL + rT, Pw—ILIA O ��: = II JIL JL ILL II II II IIII II II II IIIII II II 1 II II II IIO + ^ .. II II II II I + -— �II EXISTING ARBOR W PLA UGATE COVER U ` ❑❑❑ _ TO BE REMOVED I ❑ — + Q ❑ I - - - EXISTING TILE POOL DE(K TO REMAIN D 9 ElADD 1 ROW PAVERS + + MATCH EXISTING PAVE (� PROPOSED ENTRY LANDING/STEP INSTALL PAVERS TO MATCH EXISTING POOL DECK. + MUDSET TO CONCRETE FOOTER BY OTHERS I PLANS FOR EXACT LOCATION El❑ — + �j O REFER TO ARCHITECT'S ❑ ❑ _ PROPOSED SEPTIC SEWER r( EXISTING CONCRETE -- ❑ EXISTING POOL — + DRAINFIELD, 767 SF O BLOCK WALL, 4' HT TO TO REMAIN IEl TO REMAIN NEW SINGLE ❑ STORY �-I Al ❑ ❑ ADDITION + + PROPOSED DECORATIVE Ds r-1 gU<<OlN G S TRAVERTINE, 24" X 24" + +- (UNDER SEPARATE PERMIT] Q RFV%t �I y /yy App ' o°. Fe� NEW TUMBLED D7 STEPPING STONES INSTALLED - - - - - _ _ - + —j I ' Ix ` '`"y� ,tY7p °"4 R W/ ±3 WIDE JOINTS ❑ - + SEPTIC TANK MANHOLE COVERS I l ,' Tit LA ❑ -- - - 10 -0 WIDE BIOSWALE ns °. STATE p° PROPOSED ENTRY LANDING/STEP POOL DECK LANDSCAPE PLAN FOR PLANTING LAYOUT ,,°% ,p INSTALL PAVERS TO MATCH EXISTING + + .:N•� R MUDSET TO CONCRETE FOOTER BY OTHERS REFER TO ARCHITECT'S PLANS FOR EXACT LOCATION I ❑ I 1 JON ESS ❑ + LICENSE LA6667220 El ❑ EXISTING OVERHEAD ELECTRICAL FEED TO BE RUN/ UNDERGROUND TO RELOCATED I METER AT SW CORNER OF ❑ ❑ / ❑ ❑❑ — I AND RELATED DOCUMENTSATIONS ARE THE COPYRIGHT PROPERTY X OF THE PROPOSED ADDITION I ❑❑❑ ❑❑❑❑❑ ❑❑❑❑❑❑ _ LANDSCAPE ARCHITECT AND MUST BE ED ON REQUEST. / + ON OF DRAWINGS, REPRODUCTION a EXISTING WOOD GATE TO BE REPLACED ' + DOCUMENTS SPECIFICATIONS N PART OR WHOLE W/ NEW DOUBLE LEAF WOOD GATE, 6' HT ❑ SELF CLOSING &LOCKING MECHANISM ... � �'��ti5 IS FORBIDDEN WITHOUT THE LANDSCAPE ARCHITECTS WRITTEN FOR POOL SAFETY (UNDER SEPARATE PERMIT) PERMISSION." 1 DItAWN BY: AP/JB „ __ Ds STEPPING STONES INNEW STBLED ALLED TRAVERTINE,WWIDE JOINTS LEXISTING PROPOSED DECORATIVE (UNDER SEPARATEn3 15' ALLEY I EXISTING RAISED POOL FOUNTAIN WALL UNDERGROUND PERMIT) LH- TO REMAIN MUNICIPAL WATER SUPPLY • IUnw wrPs BELOW. CALL °.mr- r° °° TO REMAIN EXISTING WATER METER TO REMAIN �T ��1 I 0 5' 10° ' UNDERGROUND DRYWELL I DATE: au ell aW. REFER TO ARCHITECT'S DETAILS SCALE: 1 /8" = 10'-0" 20 OCTOBER 2016 � J WW H 4V1-01 �� •I O O _LANDSCAPE LIGHTING FIXTURE LEGEND • • O_ SYMBOL QUANTITY FIXTURE TYPE MANUFACTURER /MODEL # MOUNTING TYPE SPECIFICATIONS WATTAGE EACH/TOTAL WATTAGE �A �j r-1 j� T 2 R STREET 1 VVI ✓ 1` U 1 W L • • • • • • • I rr_I, • 1°`./� H 11 PATH LIGHT y KITCHLER /SHALLOW SHADE -LARGE 15806 BKT (OR OWNER APPROVEL EQUAL) 18/^ SLOTTED 12V LED / 4 WATTS EACH 4 WATTS EACH/ IN -GROUND STAKE WHITE LIGHT 44 TOTAL WATTS • • • • • • • • • • • • • • • • • • • • • • •: W r h 12 LANDSCAPE ACCENT LIGHT KITCHLER /12V 3W LED ACCENT 16000 BKT, 16001 BKT, 16002 BKT r3000K-PURE 8/` SLOTTED 12V LED / 3 WATTS EACH 3 WATTS EACH/ IN -GROUND STAKE 3000K-PURE WHITE LIGHT 36 TOTAL WATTS : : • • • : •' : : • • • • • • • • • 1�—, OWNER APPROVEL EQUAL) d - O 3 LANDSCAPE ACCENT LIGHT (OR KITCHLER /12V 3W LED ACCENT 16000 BKT, 16001 BKT, 16002 BKT STRAPPED TO CANOPY 12V LED / 3 WATTS EACH 3 WAT'TS EACH/ BRANCHES TO 3000K-PURE WHITE LIGHT 9 TOTAL WATTS .e .. ° e ° • 4 . ' a ' • • • • • • • • • • • • • • • • • • • • • ' ^ hO-1 �� • V 1 FOR OWNER APPROVEL EQUAL) � ILLUMINATE BELOW 26 TOTAL FIXTURES PROPOSED •L a• . ° .: ,a d a ° .. < .. • ., d � • • • • i � I • • • • • ' • • • • O I"I W 1 ON THE PROPERTY 89.0 TOTAL WATTS L._ .a " e • . , .. •. I LANDSCAPE LIGHT FIXTURES __ _ —. _ — d dzwow � '� a:3• � �L/ J Z • o Ln 1+1 IT 1-4 \\ & ( r4 low 00 001 . u "F AV fl(f x f1 �VA1 KITCHLER 12V LED LANDSCAPE FIXTURE KITCHLER 12V LED LANDSCAPE FIXTURE •e. . e PATH LIGHT UP LIGHT q (OR OWNER APPROVED EQUAL) (OR OWNER APPROVED EQUAL) � d • ad .. a ..• ' 4 • , '. d a . ° e e. • 0.6 ••�'••'�: 1 KITCHLER /12V 4W LED SHALLOW SHADE -LARGE PATH LIGHT �T1 15806 BKT EXISTING {� �Ac] J GARAGE • �® 7 I0 2 KITCHLER /I V 3W LED ACCENT UP LIGHTS 16000 BKT, 160bI BKT, 16002 BKT � LA� "V � •' rT � y' V O�OC � ° i 2 KITCHLER 4W LED /1 V Z � /1 ce V J I v O�Oo� o 0 0 � 0/ SHALLOWS 15806 BKT DE -LARGE PATH LIGHTS � W r�•X, 1 KITCHLER /12V 4W LED EXISTING SINGL SHALLOW SHADE -LARGE PATH LIGHT 15806 BKT STORY RF.SIDENC $ % Z I FLOOD ZONE: X o• o O O PROPOSED BURIED 1200 GALLON SEPTIC TANK r ^ V J H � BY OTHERSlrlrlrTrr IIII II II II II II II IIIIIIIIII II II o ` - : a :•• ~ O � II II II IIIII II II II II II II II II II II II II � o•••�•• W ' El II II II II II II II II II II II II II II II • .;. •i ,. ` - -- U II II II II II II'll II II II II II II II II � � i � I KITCHLER /12V 4W LED /1 SHALLOW SHADE -LARGE PATH LIGHT t 15806 BKT _Eilz 1 1111111 Z 44 KITCHLER /1 V 3 W LED ACCENT UP LIGHTS 1 KITCHLER /12V 4W LED 16000 BKT, 160 1 BKT, 16002 BKT 1. SHALLOW SHADE -LARGE PATH LIGHT 15806 BKT W I ^ W I • O I' PROPOSED SEPTIC SEWER DRAINFIELD, 767 SF NTH W ° EXISTINGPOOL N REMAIN W NEW SINGLE STORY r..l I a ADDITION S r—+ 1 KITCHLER/12V 4W LEDO$(„apF, SHALLOW SHADE -LARGE PATH LIGHT 15806 BKT .•,� B ,t� LA Cf - - - - — - I KITCHLER /1 V 3 W LED ACCENT UP LIGHT 16000 BKT, 160 1 BKT, 16002 BKT STATE it 19F ® F I JON ESS 1 KITCHLER /12V 4W LED .. Hill LICENSE LA6667220 SHALLOW SHADE -LARGE PATH LIGHT 15806 BKT "ALL DRAWINGS, SPECIFICATIONS 3 KITCHLER/11 3W LED ACCENT LIGHTS AND RELATED DOCUMENTS ARE THE 2 KITCHLER /12V 4W LED MOUNTED IN CANOPY OF TREE TO SHINE DOWN COPYRIGHT PROPERTY OF THE SHALLOW SHADE -LARGE PATH LIGHTS 16000 BKT, 16007 BKT, 16002 BKT LANDSCAPE ARCHITECT AND MUST 15806 BKT • BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS, / SPECIFICATIONS AND RELATED ®®� ,, • I KITCHLER /1 V 3W LED ACCENT UP LIGHT DOCUMENTS IN PART OR IN WHOLE / e 16000 BKT, 160 1 BKT, 16002 BKT IS FORBIDDEN WITHOUT THE • • • • • LANDSCAPE ARCHITECTS WRITTEN PERMISSION." DRAWN BY: AP/JB AW 1 KITCHLER /12V 3W LED ACCENT UP LIGHTS 16000 BKT, 16001 BKT, 16002 BKT I KITCHLER /12V 3W LED ACCENT UP LIGHT 16000 BKT, 16001 BKT, 16002 BKT LSHALLOW 2 ALLO ER/12V 4W LED SHADE -LARGE PATH LIGHTS 15806 BKT ' 15 ALLEY 2 KITCHLER /12V 3W LED ACCENT UP LIGHTS EXISTING UNDERGROUND LL_1 16000 BKT, 16001 BKT, 16002 BKT WATER SUPPLY T _ • Kn Woft SOW CALL e.i yW ao EMUNICIPALM TO REMAIN —_ 5' 10, 15' 20' EXISTING WATER METER TO REMAIN ((((��� UNDERGROUND DRYWELL DATE: OdEtAbIbUillrdafte REFER TO ARCHITECTS DETAILS S C A L E: 1/8" = 10'-0" 20 OCTOBER 2016 Icro■ e1,w BELOW. CALL b.I. you.y Ce1441eo bmh m dlp blkm Soto I I I I I I I 11 SIMPSON STOPPER HEDGE 7 GAL/ 3' HT 1 SAW PALMETTO PALM 7 GAL/ Y HT a a e. a 41 as d' ea d ° ;v d F-A e < d dCEXISTING AC GARAGE NE 93RD STREET 2 EXISTING LIVE OAK TREES TO REMAIN STORY RESIDENC: FLOOD ZONE: X EXISTING LAWN & PLANTINGS TO REMAIN W,e0:. • e te. . so. -- a ON �-_ REM STOPPER I11.11.11.111111�11�11�11�11�11�11�11.11.11.11�11�11.,r ��/. � Immmmmmmmmmmmmmmmml 'I�ammmmmmmmmmmmmmmm -- I IAIm1111111111111�mmm111mm111111111W � � �, �;� � I ImmmlNlmmNINININImmmmmmmh 1 � 1 1—=�1 �1��� � ImNININIININININININImNImNINININIi _� � Immmmmmmmmmmmmmmmm��j��/ Im1111111111I11111U1WmU1WWm111mA1A1 ININININININININININININININIHININI / i� ��``- � 8 SIMPSON STOPPER HEDGE 7 GAL/ 3' HT 1 SAW PALMETTO PALM 7 GAL/ 3' HT 1 SAW PALMETTO PALM 7 GAL/ 3' HT 4 SIMPSON STOPPER HEDGE 7 GAL/ 3' HT 2 SAW PALMETTO PALM 7 GAL/ 3' HT 1 ORANGE GEIGER TREE 10'-12' HT/ 6' C.T. 8 SEABREEZE BAMBOO 15GA,/6'HT 3 SIMPSON STOPPER HEDGE 7 GAL/ 3' HT 2 SAW PALMETTO PALM 7 GAL/ T HT EXISTING ARECA PALM CLUSTER TO REMAIN 8 SIMPSON STOPPER HEDGE NEW SINGLE STORY ADDITION II I 7 GAL/ 3' HT�. EXISTING AVOCADO TREE TO REMAIN 2 EXISTING FOXTAIL PALMS TO REMAIN 11 WHITE INDIGO BERRY HEDGE 7 GAL/ Y HT EXISTING POOL TO REMAIN EXISTING UNDERGROUND MUNICIPAL WATER SUPPLY TO REMAIN IT O REMAIN EXISTING WATER METER 1 V UNDERGROUND DRYWELL REFER TO ARCHITECT'S DETAILS 2 SILVER BUTTONWOOD TREES 5' HT O.A. 5 SIMPSON STOPPER HEDGE 7 GAL/ 3' HT 1 WILD LIME TREE 25 GAL/ 5' HT 1 EXISTING ARECA PALM CLUST TO REMAIN 1 EXISTING NORFOLK PINE TO REMAIN r1 EXISTING LIVE OAK TREE TO REMAIN I 1 EXISTING ADONIDIA PALM, DBL TRUNK TO REMAIN 1 RELOCATED MANGO TREE 1 RELOCATED FALSE ARALIA 1 PAUROTIS PALM CLUSTER MINIMUM 8 CANES, 25 GAL/ 8' HT 4 JAMAICAN CAPER HEDGE 7 GAL/ 3' HT 2 SAW PALMETTO PALM 7 GAL/ Y HT 1 LIGNUM VITAE TREE 25 GAL/ 8' HT 1 EXISTING WHITE BIRD OF PARADISE, TRPL TRUNK TO REMAIN STONES ON TOP OF SEPTIC TANK MANHOLES TO BE REMOVABLE FOR MAINTENANCE PROPOSED BURIED 1200 GALLON SEPTIC TANK BY OTHERS IRELOCATED CRAPE MYRTLE 6' HT 7 JAMAICAN CAPER HEDGE 7 GAL/ 3' HT 1 EXISTING ROYAL POINCIANA TREE TO REMAIN 2 ARECA PALM CLUSTERS TO REMAIN 1 THRINAX PALM 12' HT O.A. 1 RELOCATED BOTTLE PALM I 9' HT 5 WHITE INDIGO BERRY HEDGE PROPOSED SEPTIC SEWER 14��T� 7 GAL/ Y HT DRAINFIELD, 767 SF F4 15' ALLEY 4 WHITE INDIGO BERRY HEDGE 7 GAL/ Y HT r SEPTIC TANK MANHOLE COVERS �-1 (fYP) w 5 SIMPSON STOPPER HEDGE 7 GAL/ T HT 4 WHITE INDIGO BERRY HEDGE 7 GAL/ 3' HT r EXISTING LIVE OAK TREE TO REMAIN I 11 SAW PALMETTO PALM 7 GAL/ Y HT 5 SAW PALMETTO PALM 7 GAL/ 3' HT L 4 SIMPOSON STOPPER HEDGE 7 GAL/ 3' HT 0 5' 10, 15, 20' SCALE: 1/8"=10'-0" �! O c O W • P=04 r'w) �V U z 00 460500 "ALL DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE LANDSCAPE ARCHITECT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS IN PART OR IN WHOLE IS FORBIDDEN WITHOUT THE LANDSCAPE ARCHITECTS WRITTEN PERMISSION." DRAWN BY: AP/JB LP-1 DATE: 20 OCTOBER 2016 • • • • • • • • • \�1 NE 93RD STREET • • ••• • • • • ••• w . r..� V , � cn ... .. ... �.. ••• •• • • �] .••, �. .• .• ..• I ••• • • .d ... a .. .. 4 . ,a jOft 1 00 oro I � 1 ° .a . I '° A . ..a' d•.a.. •d •. •` .' e • ,4 a..• . . • EXISTING LAWN & e • • ' . 4 .. • PLANTINGS TO REMAIN U] . • .. I z ° I z �•' • I Fa`i I—, 1 Q 8 SIMPSONS STOPPER 3 GAL/ 12" HT 1 ( ) 1 EXISTING GARAGE ❑ LV EXISTING ORANGE BIRD OF PARADISE ADD TO FILL AS NECESSARY I i o / FIELD PLACE BY LANDSCAPE ARCHITECT � rT1 o AC 3 GAL/ 24 HT ^ PROPOSED RAISED WOOD VEGETABLE GARDEN " I 5 BEAUTYBERRY, 8 SCARLET MILKWEED, 3 GAL/ 24" HT P4 /1 V " O IT6" X 0-6" X 24" HT . . I _ 0 0 0 15 FALSE HEATHER,1 GAL/ 12" HT VARIETIES OF VEGETABLES HERBS BY OWNER - - " \ \ / 8 BLUE PORTERWEED 3 GAL/ 24" HT 15 POWDERPUFF,1 GAL/ 12" HT (� 44 POWDERPUFF 3 GAL/ 12" HT 4 o 0 0 0 0 15 MEXICAN SPINACH,1 GAL/ 12" HTFIELD PLACE BY APE G1 BEAUTYBERRY, 3LAND GAL/ 24" HT o 0 0 0 W/1 1 EXISTING SIN GL 0 I 6 SCARLET MILKWEED, 3 GAL/ 24" HT 15 PEACH BULBINE, I GAL/ 12" HT F••1 O 8 SIMPSONS STOPPER ' ` STORY RESIDENC FLOOD ZONE: X � o / / /� 6 POWDERPUFF, GAL/ / 12" HT Q� �T� 3 GAL/ 12" HT °�°] � 15 MEXICAN SPINACH,1 GAL/ 12 HT 4 SPLIT LEAF PHILODENDRON I o o o p / o o PROPOSED BURIED 1200 GALLON SEPTIC TANK r-j�"1 �1 3 GAL/ 2' HT I ® ollllllllllnllllllllllll •.": .. I BY OTHERS �' o , O II II II IIII II II II II II II II II II II II II ;•:•. .. W 200 BEACH SUNFLOWER 6" POTS/ 3" HT 1 o II II II n III II II II II II III II II o , i. • a H lel �s.'Y•,`. 6 FLORIDA COONTIE 3 GAL/ 24„ HT u 1 u l ILL II II II n 1 I n FIELD PLACE BY LANDSCAPE ARCHITECT I 2 BEAUTYBERRY, 3 GAL/ 24" HT ^ F--i I o 10 SCARLET MILKWEED, 3 GAL/ 24" HT 15 FALSE HEATHER, 1 GAL/ 12" HT Z 3 BE3UTYBERRT 8 LUE SPIN CH,1 ° 15 MEXICAN GAL/ 12" HT 20 BEAUTYBERRY ZOYSIA LAWN 3 GAL/ T HT 1,600 SQ FT , ^ VrTl--1 2 FIREBUSH W 3 GAL/ 24" HT I ° � O O PROPOSED SEPTIC EWER 2 CORAL BEAN DRAINFIELD, 7767 SF 3 GAL/ Z HT 20 TROPICAL SAGE 1 GAL/ 12" HT EXISTING POOL TO REMAIN — —_ FIELD PLACE BY LANDSCAPE ARCHITECT O 3 BE3 NEW SINGLE 5 FORTUNIANA ROSES, 3 GAL/ 24" HT I GAL/ T HT STORY L 5 KNOCKOUT ROSES, 3 GAL/ 24" HT ADDITION 1� 15 SPIDER LILY, 1 GAL/ 12" HT 7 WILD PLUMBAGO S 3 GAL/ 24 HT 10' WIDE BIOSWALE TO BE PLANTED W/ 5-a 50 MUHLY GRASS, 3 GAL/ 24" HT30 � • W �fID8CAp��w • 2 CORALBEAN -- ---- �. H I 100 POWDERPUFF, 3UFF,1 GGAL/SAL/12" HT °• t ( su, •'T.�sj ALA 3 GAL/ T HT 75 MEXICAN SPINACH, I GAL/ 12" HT MULCH IN JOINTS BETWEEN ----- ALL STEPPING STONES I 3 GAL/ 2' HT 10BEAUTYBERRYUTTY qF •'�Q; Ql••�f•°°' R ' 10 TROPICAL SAGE ® I JON , ESS 4 BEA/BIERRY LICENSE LA6667220 3 GAL/ 2' HT 6 WILD COFFEE 3 GAL/ 2HT ALL DRAWINGS, SPECIFICATIONS 3 SPLIT LEAF PHILODENDRON AND RELATED DOCUMENTS ARE THE 3 GAL/ 2' HT COPYRIGHT PROPERTY OF THE LANDSCAPE ARCHITECT AND MUST BE RETURNED UPON REQUEST. 100 SPIDER LILY 30 BEACH SUNFLOWER REPRODUCTION OF DRAWINGS, 1 GAL/ 12" HT Q� / 6" POTS/ 3" HT 8 WILD PLUMBAGO SPECIFICATIONS AND RELATED DOCUMENTS IN PART OR IN WHOLE / +. 3 GAL/ 24" HT IS FORBIDDEN WITHOUT THE 6 SIMPSONS STOPPER .........: , LANDSCCAPE ARCHITECTS WRITTEN 3 GAL/ 12" HT I PERMISSION." DRAWN BY: AP/JB 5 CORALBEAN 3 GAL/ 2' HT 40 MUHLY GRASS 7 SWEET ALMOND 3 GAL/ 24" HT 3 GAL/ 2' HT 3 SPLIT LEAF PHILODENDRON L 7 SIMPSONS STOPPER 3 GAL/ 12" HT 100 G SPIDER LELY HT 15' ALLEY 3GAL/ 2HT LP-2 • 5 N 3 GALL/ HT EXISTING UNDERGROUND MUNICIPAL WATER SUPPLY 4 SPLIT LEAF PHILODENDRON 3 GAL/ Z HT K, aM� BELOW CALL n.ior.rwa. 2 40 BLUE PORTERWEED TO REMAIN EXISTING WATER METER TO REMAIN �--� 0 S. 10' 15' 20' �i 3 GAL/ 24" HT w da. 20 POWDERPUFF UNDERGROUND DRYWELL DATE: gUmmr� aaa dusa 1 GAL/ 12" HT REFER TO ARCHITECT'S DETAILS S CAL E: 1 /8" = 10'-0" 20 OCTOBER 2016 SMALL PALM STAKING PLAN NOTE: 1. APPLICABLE TO A A ALL PALMS WITH CALIPER SIZE OF LESS THAN SIX (6) INCHES. 2. ALL TREE SUPPORTS MATERIALS ARE TO BE REMOVED FROM EACH TREE ONCE IT IS ESTABLISHED. TYPICALLY SIX MONTHS FOR SHADE TREES OR ONE YEAR FOR PALMS. (3) 2" X 4" WOOD BRACES. STAKE OUTSIDE PLANTING HOLE ZONE. OUTSIDE EDGE OF PLANTING SAUCER. GROUNDCOVER DETAIL NTS. I" OF SHREDDED MELALEUCA MULCH PLACED BETWEEN PLANTS ABOVE EXISTING SOIL LEVEL. 2" OF 114" MULCH PLACED ON TOP OF TILLED SOIL I- 3" MAX. TILL MULCH 2" 4' INTO PREVIOUSLY TILLED SOIL. "I LEVEL TO FINISHED GRADE BY HAND RAKING. (3) WOOD BATTENS STRAPPED TO TRUNK WITH GALVANIZED METAL BANDS. ATTACH WOOD BRACES TO BATTENS TO AVOID TRUNK DAMAGE. WRAP TRUNK WITH 3 LAYERS OF NATURAL BURLAP FOR PROTECTION AGAINST WOOD BATTENS AND STAKING BRACES. PALM OR TREE TRUNK (SET VERTICAL AND PLUMB, TYP.). * SEE PLAN IF SPECIAL SETTING/LEANING DIRECTIONS EXIST FOR PALMS. 1 TILL SOIL TO A MINIMUM DEPTH OF 4" BELOW THE EXISTING SOIL LEVEL EXISTING SOIL TREE PROTECTION DETAIL NTS. NOTE: I. THIS DETAIL APPLIES TO ALL TREES THAT WILL BE PRESERVED IN PLACE OR BE RELOCATED. LARGE PALM OR TREE STAKING PLAN PLANT SPACING DETAIL NOTE: I. APPLICABLE TO ALL MULTI -TRUNK PALMS AND PALMS WITH CALIPER SIZE OF SIX (6) INCHES OR GREATER NTS. NTS. 2. ALL TREE SUPPORTS MATERIALS ARE TO BE REMOVED FROM EACH TREE ONCE IT IS ESTABLISHED. TYPICALLY SIX MONTHS FOR SHADE TREES OR ONE YEAR FOR PALMS. SPACING "D" ROW "A" PLANT SPACING CHART 6" O.C. 5.2" 8" O.C. 6.93" o 0 0 (4) 2" X 4" WOOD BRACES. 10" O.C. 8.66" STAKE OUTSIDE PLANTING HOLE ZONE. 12" O.C. 10.4" /LD DA„ OUTSIDE EDGE OF PLANTING SAUCER 18" O.C. 15.6" 24" O.C. 20.8" Dn IL 30" O.C. 26.0" - 36" O.C. 31.2" (4) WOOD BATTENS STRAPPED TO TRUNK WITH METAL BANDS. 48" O.C. 41.6" ATTACH WOOD BRACES TO BATTENS TO AVOID TRUNK DAMAGE. WRAP TRUNK WITH 3 LAYERS OF NATURAL BURLAP FOR PROTECTION AGAINST WOOD BATTENS AND STAKING BRACES. PALM OR TREE TRUNK (SET VERTICAL AND PLUMB, TYP.). * SEE PLAN IF SPECIAL SETTING OR LEANING DIRECTIONS EXIST FOR PALMS. PALM PLANTING DETAIL LE I TREE PLANTING DETAIL "HURRICANE CUT" OR "CANDLE CUT' SABAL PALM HEADS AT NTS. INSTALLATION. FOR CONTAINER GROWN, BARE ROOT, FIELD DUG OR BALL AND BURLAP SPECIMEN PALMS: SHIPPING FROND TIES SHALL BE REMOVED UPON INSTALLATION. TIES SHALL BE ORGANIC TWINE ONLY. FOR BOOTED TRUNK PALMS, TRUNKS SHALL HAVE CLEAN INTACT BOOTS FIRMLY ATTACHED TO THE PALM TRUNK. FOR SLICK TRUNK PALMS, TRUNK SHALL BE CLEAR AND FREE FROM DEFECTS AND SCARS. BURLAP WRAP TRUNK WITH 3 LAYERS OF NATURAL BURLAP UNDER BRACES, TO PROTECT TRUNK. 2" X 4" BATTEN BLOCKS WITH T' X 4" WOOD STAKING BRACES. USE STEEL BANDING TO WRAP BLOCKS AROUND PALM TRUNK USE 20D NAILS TO NAIL ANCHOR BLOCKS TO STAKING BRACES (SEE STAKING DETAILS FOR NUMBER OF REQUIRED BRACES). *NO NAILS SHALL PIERCE THE TREE TRUNK. SET TOP OF ROOT BALL AT FINISHED GRADE. PROVIDE A 3" BERMED SAUCER ABOVE THE FINISHED GRADE WITH A 3" LAYER OF MELALEUCA MULCH (6" TOTAL HEIGHT). EXTEND MULCH BEYOND BERM. PULL MULCH AWAY FROM TRUNK A MINIMUM OF 3". 2" X 4" X MIN. 24" WOOD STAKES. ANCHOR TREE BRACES WITH WOOD STAKES. INSTALL STAKE BRACES OUTSIDE TEMPORARY SAUCER. FINISHED GRADE BACKFILL SHALL BE CLEAN, SALT FREE SAND AND PEAT MOSS MIXTURE 3:1 RATIO. ALL BACKFILL SHALL BE WATER -JETTED FOR FIRM COMPACTION. DISTANCE AROUND THE ROOT BALL SHALL BE 1/2 THE WIDTH OF THE ROOTBALL, OR (12") MIN. CLEARANCE. TAMP BOTTOM OF PLANTING HOLE TO MINIMIZE SETTLING. NOTE: NTS. I. ALL TREE SUPPORT MATERIALS ARE TO BE REMOVED FROM EACH TREE ONCE IT IS ESTABLISHED. TYPICALLY SIX MONTHS TO ONE YEAR AFTER PLANTING FOR SHADE TREES. �� STAKING PLAN DIAGRAM NEVER CUT TERMINAL LEADER. THIN BRANCHES AND FOLIAGE AS DIRECTED BY LANDSCAPE ARCHITECT OR CERTIFIED ARBORIST FLEXIBLE GUYING MATERIAL LOCATE ABOVE FIRST LATERAL BRANCH. AVOID OVER TIGHTENED TIES AS THEY PREVENT TREE'S NATURAL SWAY. SAFETY FLAGGING WOODEN STAKES. SET STAKES OUTSIDE PLANTING SAUCER AT A MINIMUM DEPTH OF 2 FEET. TRUNK FLARE OR TOP ROOT VISIBLE ON SURFACE. DO NOT BURY ROOT IN MULCH. SET ROOT BALL SLIGHTLY ABOVE GRADE (10% MAXIMUM, OR 2" ABOVE FINISHED GRADE). 3" SHREDDED MELALEUCA MULCH. WITH 3" BERMED PLANTING SAUCER (6" TOTAL HEIGHT) ABOVE THE FINISHED GRADE. EXTEND MULCH BEYOND BERM. PULL MULCH AWAY FROM TRUNK FLARE A MINIMUM OF 3". BACKFILL HOLE WITH APPROVED SOIL MIX (CHECK WITH LANDSCAPE ARCHITECT FOR MIX). WATER JET ALL BACKFILL FOR FIRM COMPACTION TREE PLANTING SAUCER REMOVE ROOT BALL COVERING. CUT BACK WIRE BASKETS BELOW TOP HALF OF THE ROOT BALL. FOLD BACK BURLAP COVERING MATERIALS BELOW TOP HALF OF ROOT BALL COMPLETELY REMOVE SYNTHETIC BURLAP COVERING MATERIALS. TAMP BOTTOM OF PLANTING HOLE TO MINIMIZE SETTLING. PROVIDE A PLANTING HOLE WITH A MINIMUM OF 3 TIMES THE DIAMETER OF THE ROOT BALL ON THE SURFACE AND TWO TIMES THE ROOT BALL DIAMETER AT THE BASE. SHRUB PLANTING DETAIL NTS. PLANT FOOTBALL MINIMUM OF I"ABOVE FINISHED GRADE, WITH A MAXIMUM OF 10%OF ROOTBALL EXPOSED ABOVE GRADE. 3" SHREDDED MELALEUCA MULCH. PULL MULCH AWAY FROM TRUNK A MINIMUM OF 3". PROVIDE 3" EARTH PLANTING SAUCER REMOVE BURLAP FROM TOP 113 OF ROOTBALL. COMPLETELY REMOVE ANY SYNTHETIC WRAPPING MATERIALS BACKFILL PLANTING HOLE WITH APPROVED PLANTING MIX. SEE LANDSCAPE ARCHITECT FOR PROPER MIX SPECIFICATIONS. PROVIDE A PLANTING HOLE MINIMUM OF 3 TIMES THE DIAMETER OF THE ROOT BALL ON THE SURFACE AND TWO TIMES THE ROOT BALL DIAMETER AT THE BASE. TAMP BOTTOM OF PLANTING HOLE TO MINIMIZE PLANT SETTLING TYPICAL PLANTING DIAGRAM FENCING WITH FLAGGING. THE BARRICADE SHALL BE PLACED $O AS TO ENCOMPASS THE CRITICAL PROTECTION ZONE (CPZ) B MINIMUM* BOUNDARY B BOUNDARY A= INCHES OF DIAMETER 4.5' ABOVE GRADE OF PROTECTED TREE B=CRITICAL PROTECTION ZONE (CPZ) (CPZ) THAT AREA SURROUNDING A TREE WITHIN A CIRCLE DESCRIBED BY A RADIUS OF ONE FOOT FOR EACH INCH OF THE TREES DIAMETER AT 45' ABOVE GRADE *B MIN=75 % OF B AREA LANDSCAPE SCHEDULE P MONTH - - - NOTE: LANDSCAPE CONTRACTOR TO COORDINATE INSTALLATION WITH LANDSCAPE ARCHITECT AT LEAST I PRIOR TO INSTALLATION DATE _ LANDSCAPE ARCHITECT RESERVES RIGHT TO LAY OUT ALL PLANT MATERIALS ONSITE ONCE DELIVERED TO PROJECT SITE AND PRIOR TO INSTAL=A:ION. FIELD ADJUSTMENTS FROM PLAN TO BE MADE BASED ON DESIGN AESTHETIC AND TO AVOID SITE CONFLICTS. - - - - . - : _ _ . - T1_ I COMMON NAME HOTA.VIC.4I. AAMLjArAT1VEjL1CHT)?EQ. I WATER SIZE TREES: 2 S1 L\LR 13C"CU )N\\'C10U (()No( \R(Lb IiliL( 1111 \.iR. til[1i1C1'.l'ti }' FLL1. 1 ORANGE GEI(1 R TREE C ORDI A SLBES I LN A Y SI A LPAR1 SI1 ADli LOAN I'=L7 1 t R l.,a . 10 I I'i 6' ( I'. I W II D I IvIF vNTl IOX) UnI FAG ARy } R I I. SI N Ovv 1 I LC NI ALAIT VI'. GISAIM UNl SAN(ltNl 1 SI N'PAR1 SII ADI.. L(AN 25 GAL/ R FIT PALMS/ BAMBOO 1 P kI ROI IS PAI U NCOFI ORRH,A,PIII \\RIOI ITH }- St N I' SP. P.ARI I ADP.M FIELD GROAAN. 8 C -ANI S; R' H'I-O.A. 8 SEA RRI hLE B \IIYO(1 li ANtlil SA A11LINGENS6 N SFN, .ARf S)I ADE t \10D 15 G;AI / G' ll'I' 1 FLORID :ATHVICII PUAI 111R1A AtIt AI.ATA Y SIA'PART NIIADE LOAA' 12IFF, O. A. 25 S VPV1.NiE1'IO SERINOA RLPE:NS 1 SL A, PAR SII}DG L(1AC 7G:A1.'3'IIT SHRUBS: 2 FRFBLSH I.hNIFII A PV ENS Y StN 1'\R1111WE LOA GU. 24"Ii'I' 29 SFIPSONST PFPR ,%nR(IASII HFL FRVGR\NS .U1.R(IANIFFF FRAGRVNS T 1 SIN/P:ARI SH A)F SINTARI SHAJF LOAK IAAK :G.AA1.�3I'IIT :(LAAL�3('HPINR 53 SIAIP�ON STOFPPR VI RLIANIFI ES PR AG RAN S 1' SLNN I, ARl SHADE I.(S\Y 3GAL 3"1-TI' 11 \ I \ [ AI(' \N C.\PER 7' )� 1 C 1P1 IRIS <'tT( I H.-ALL( I HC. Ii.A 1 Fll.l.. t N SUN I. \ LOV -G:\I. .' 6"IIT 24 VHITT, INDIGO BERRY RADDIAACFIT, .AT\ S FL'LJYN OW GA I,L3"1IT 32 SILVER BI T1ONA OOD CONOC ARPLS E.RF( I t S VAR, SERICEIIS Y FIT.], SI V I.OA8' G Al. 36' 111 14 CORAL BE AN I:RY I HRIN A I I I'.RB ACEA 1 StN,,P-ART-SI1ADF. LOV 3G.AI_ 24 IIT 31 \\ ILD PI.I \IB AG01 L 3i fll \GO \I RICUT \ I \ N Fl U. St N MOD 3 G.\I. 4 111 5 hNO( hOL'T ROSE, ROS:A hV OCITC IIT N U F1. SUN p1011 i Ga_ 4` IIT 5 FOR II NLUNA ROSE ROSVIORI L NI AN -A' N FL11SLN VIUD 3 GAI. '-4"IIT 120 NLENIC AN SPIN.AOI (NIDUSCOJ,LS ACON'17 FOLKS N FL LLSI N MOD I ('A 1, 12" 1IT 7 S\A EP 1' Al %I( IND Bl_'SH ALOA V V PIRG 1T.A N Ft'LI. SUN LOAA i G:AI, 'T' HT 6 AA II D COFFEE EE PSYCHO RI_A NP.RCOSA 1 PAIL'lyl t IJ._SH\DE MOD 3 GAI. 1141, I1'I 14 SPLIT IXAF P}I(IODI(NURDN PH110DF.NDRON SFjJ.ODN N SUN/P-ARI-SHADP_ MOD 3G_U-/24"IT1' 49 BE. VI 1)BLRR) ( ALT CARPA VMERIC:AN'A Y SLN'/PAART-SH VDII 'LOW 3 GAL } 14" 11'i 24 ISCARI.1, \01.1<\XFED .AS(FI.PI.-),S CL'RAS3 \\'I(: \ N Ft Ll-SLN LO\i' 3 G-U, i 24" FIT GRO I COV - 5 36 FLORID :ACOON'Ill '. Z-AVI\PFAeI, S' SLN/PART-SIIADR LOV 3G:U, 'T'111' 90 %IL'III.1' GRASS 1lt I II LNBFRG1A (APII„1..ARU Y SL'N/P VIU-M IADF. H A' 36 M. i 24" HE 215 SPIDER I11_}' HYNILNOC.Ul]IS LA FIF+OU% 1'' StN/PAR1'SHADI7 LOAC' IGAI,/I2"1-I'I 15 Pl :ACI I BOIBINIi BCI_BINA FRI IYSCF.NS TFACH' N SI'N/PART-SI IADP MOD I GAI, / 12" HT 30 NISI'. I IE=I11I(R (:t Ill I l: A HI;SSOPIF(1LI A N PARI SH_ADIT MOD I (IAL % 12" HT 40 BI I-C POR'ITR\A1iFD STA(I-IYl--ARPFIII'1 A IAA1AICENSIS V SON/E'_ARl SI1.11)F MOD 3 GAL/24" ICI' 230 BI'-AC'II SL APLOAA'FR HP.IA ANTH I'S IN BILLS Y Et I,], I OV 6" POTS / 3" If 185 POAA131 SRPI 1T NIINI715:A S IRIGI I.LOSA Y IT J. SLN LCIAA' I G:AL / I` HT 30 'I ROPICAL SAGE S:U.ATA COCCIND.:A }' FU I.I. SI_:N LOW IG,AL/I2"H'1- 6 VELI S IAATOP FI-AV1IZI.A LINF_ARIS y FUJJ. 5t N NIOD i G AL / 24" HT TURF.. 1,600 EMPIRE. AOV511 zol'SLA I;AP<)NIr:A'FnlPutl v SI.A/I'.un SHADE �AIOD PALLL-r S1'It1 P5 ***NOTE: IF MULCH ISTO BE INSTALLED THEN MELALEUCA MULCH WILL BE USED THROUGHOUTTHE SITE. MIAMI DADE LANDSCAPE LEGEND A LANDSCAPE LEGEND (This information is required to be permanently affixed to the plan.) Zoning District: R I TS Net Lot Area: .313 acres 13,640 square feet OPEN SPACE REQUTRED PROVIDED A. Square feet of open space required by Chappter 33, as indicated on site plan: Net lot area = 13,640 square feet x N/A %= N/A square feet N/A 2,175 B. Square feet of parking lot open space required by Chapter 18A, as indicated on site plan: The number of parking spaces N/A x 10 square feet per parking space = N/A N/A C. Total square feet of landscaped open space required by Chapter 33 = A + I3 LAWN AREA CALCULATION A. Total square feet of landscaped open space required by Chappter 33 = N/A 8,110 B. Maximum lawn area (St. Augustine sod) permitted = 50 % x 13,640 square feet = ZX2D_197OC TREES A. The number of trees required per net lot acre 3 less the existing number of trees that meet minimum requirements (minus) 3 = 20 trees x net lot acreage = B. 30% palm trees allowed (two palms = one tree) Patens provided = -NT)lv- 15 C. Percentage of native trees required = the number of trees provided x 30% = D. Street trees (max. average spacing of 35 o.c.): 216 linear feet along streets- -T3__ -� 13 Palms as street trees (in ax. average spacing 25' o.c.): N/A linear feet along street + 25 = E. Str1�eet trees located directly beneath power lines (maximum average spacing o1.25' o.c.): linear feet along street -1- 25 = 5 3 + 5 PALMS _ 13 13iREE 17 PALMS F. Total number of trees provided = I SHRUBS 130 1,956 A. The total number of trees required x 10 = the number of shrubs required B. The number of shrubs required x 30% = the number of native shrubs required 39 1,869- IRRIGATION PLAN: Required by Chapter 33. Auto irrigation X or hose bib provided. NOTE: EXISTING IRRIGATION SYSTEM TO REMAIN. MODIFICATIONS TO THE EXISTING SYSTEM/ LAYOUT TO BE ADJUSTED IN THE FIELD TO ACCOMMODATE FOR THE LANDSCAPE RENOVATIONS. IRRIGATION CONTRACTOR TO CREATE AS-SBUILTS UNDER SEPARATE PERMIT AS NECESSARY. LANDSCAPE NOTES: NTS. I. STRUCTURAL ELEMENTS AND HARDSCAPE FEATURES INDICATED ON LANDSCAPE PLANS ARE FOR INFORMATIONAL PURPOSES ONLY. LANDSCAPE PLANS ARE TO BE UTILIZED FOR LOCATION OF LIVING PLANT MATERIAL ONLY. LANDSCAPE PLANS SHOULD NOT BE UTILIZED FOR STAKING AND LAYOUT OR LOCATION OF ANY STRUCTURAL SITE FEATURES INCLUDING BUT NOT LIMITED TO: BUILDINGS, SIGNAGE, PATHWAYS, EASEMENTS, BERMS, WALL, FENCES, UTILITIES OR ROADWAYS. 2. CONTRACTOR SHALL ACQUIRE ALL APPLICABLE FEDERAL, STATE, LOCAL, JURISDICTIONAL OR UTILITY COMPANY PERMITS REQUIRED PRIOR TO REMOVAL, RELOCATION, AND/OR INSTALLATION OF LANDSCAPE MATERIALS INDICATED WITHIN PLAN DOCUMENTS. THE CONTRACTOR SHALL HAVE PERMITS "IN HAND" PRIOR TO STARTING WORK. LANDSCAPE ARCHITECT SHALL BEAR NO RESPONSIBILITY FOR WORK PERFORMED WITHOUT PERMITTED DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CHANGES TO THE WORK, AT NO ADDITIONAL COST TO THE OWNER, AS A RESULT OF UNAUTHORIZED WORK PRIOR TO RECEIPT OF PERMIT. 3. TREES SHOWN ON THIS PLAN ARE FOR GRAPHIC REPRESENTATION ONLY. TREE SPACING IS BASED ON DESIGN REQUIREMENTS AND THE TREES SHOWN ON THESE PLANS ATTEMPT TO ACCOMPLISH THAT SPACING WHILE MAINTAINING THE REQUIRED SETBACKS FROM UTILITIES. IN THE EVENT OF A CONFLICT, AFFECTED PLANT MATERIAL SHALL BE FIELD ADJUSTED WITH THE APPROVAL OF THE LANDSCAPE ARCHITECT TO AVOID CONFLICTS WITH THE WITH EXISTING AND PROPOSED UTILITIES, LIGHT POLES, DRAINAGE STRUCTURES OR LINES, LAKE MAINTENANCE EASEMENTS OR OTHER AFFECTED SITE FEATURES. 4. ANY PLANTING WITHIN THE SIGHT TRIANGLES SHALL PROVIDE UNOBSTRUCTED VIEWS AT A LEVEL BETWEEN 30" AND 8' ABOVE THE PAVEMENT. S. ALL UTILITY BOXES/ STRUCTURES TO BE SCREENED ON 3 SIDES W/ APPROVED PLANTING MATERIAL. 6. IRRIGATION IS REQUIRED PROVIDING 100% COVERAGE WITH A MAXIMUM OF 50% OVERLAP, AN AUTOMATIC RAIN SENSOR MUST BE INCLUDED. 7. ALL PLANT MATERIAL TO BE INSTALLED SHALL CONFORM TO FLORIDA POWER AND LIGHT'S (FPUS) RIGHT TREE RIGHT PLACE GUIDELINES. _ S. IN CASE OF DISCREPANCIES PLANS TAKE PRECEDENCE OVER PLANT LIST. - L- TOP OF SIDEWALK OR PATH 1 1 9. LANDSCAPE CONTRACTOR RESPONSIBLE FOR VERIFICATION OF ALL QUANTITIES PRIOR TO BIDDING. _ 10. REMOVAL OF EXISTING VEGETATION IS RESPONSIBILITY OF LANDSCAPE CONTRACTOR. 11. RELOCATION OF EXISTING VEGETATION IS RESPONSIBILITY OF LANDSCAPE CONTRACTOR. REFER TO SPECIFICATIONS FOR RELOCATION _ - _ - INSTRUCTIONS, .._ -.. --I 12. LOCATION OF PROPOSED ROYAL PALMS BASED ON PROPERTY OWNER'S PREFERENCE LANDSCAPE ARCHITECT IS NOT - - - - 1I ,1 -- 1 i- I 11 - I Ili-� I I i 1 I II i i- -I - _ i � RESPONSIBLE FOR ANY DAMAGE INCURRED TO AUTOMOBILES OR OTHER PERSONAL PROPERTY DUE TO FALLING FRONDS. PLANTING SOIL, FERTILIZER AND BACKFILL - AS REQUIRED PER SPECIFICATIONS AND TOP OF SOD SHOULD BE Q EXISTING SUBGRADE EVEN WITH FINISHED PLANTING DETAILS. PREPARED BASE FOR WALK ELEVATION SIDEWALK OR PAVING. OR ANY PAVING. 18" _ LARGE TREE MIN. 10' SMALL TREE MIN. 8' EDGE OF BUILDING OR WALL OVERHANG DRIP LINE MIN. 6' LARGE SHRUB OR ILL ACCENT TREE IM SHRUBS OR ATION HEDGE _ 10" h Lp LARGE CANOPY TREE PALMS 7' MIN. TO WALK SMALL SHRUBS .Q DISTANCES BETWEEN DIFFERENT PLANT TYPES SHOULD ALLOW FOR S' MIN, FUTURE GROWTH TO MATURE SIZE. MIN, GROUND COVER TOP OF MULCH SHOULD BE I" BELOW EDGE OF 18" SIDEWALK OR ANY PAVING. "ALL DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE LANDSCAPE ARCHITECT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS IN PART OR IN WHOLE IS FORBIDDEN WITHOUT THE LANDSCAPE ARCHITECTS WRITTEN PERMISSION." DRAWN BY: AP/JB LP-3 DATE: 20 OCTOBER 2016 SPECIFICATIONS 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS 1) Bidders are to visit the site to review existing conditions. Prior to bidding, bidders may, at their own expense, make their own subsurface investigations. All such investigations must be scheduled with and approved in advance by the Architect. 01 -GENERAL REQUIREMENTS SUMMARY OF WORK 1) Project Information a. Title: Walter on 93rd b. Type: Single Family Residential C. Location: Miami Shores, Florida d. Owner: Charles Walter and Maria Paula Garcia e. Architect: Moreland Architecture LLC 2) Project is a 3 bedroom, 3 bath addition and renovation for a single -story home. Roof structure is engineered wood trusses. Exterior wall structure is Steel Reinforced Concrete Masonry. Roof finish is barrel tile to match existing. Exterior windows and doors are hurricane impact rated. Interior partitions are painted gypsum board on wood or metal stud framing with wood doors. Floor is bamboo on wood joists above a vented crawspace. BUILDING PERFORMANCE 1) The Contractor shall perform the work in accordance with Florida Building Code Energy Conservation 2014 with adherence to these drawings. CONTRACT 1) Project shall be constructed under single prime contract AIA Form A105 or Owner approved equal. 2) All documents referred to in performance of the work shall be of the most recent version. 3) The Contractor shall obtain all necessary permits prior to construction, and schedule inspections according to municipality instructions. 4) All work performed shall comply with the regulations and ordinances of the various governmental agencies having jurisdiction over the work. It is the intent of these plans to be in accordance with applicable codes and authorities having jurisdiction. Any discrepancies between these plans and applicable codes shall be immediately brought to the attention of the Architect. 5) The Contractor and each Subcontractor affirmatively represents that they are skilled and experienced in the performance of work as necessary for their portion of the work, and in the use and interpretation of the Contract Documents. Further, the Contractor and each Subcontractor affirmatively represents they have thoroughly reviewed the Contract Documents, and their contract is based solely on said Contract Documents. 6) The Contractor and each Subcontractor shall provide sufficient materials, equipment and labor as to perform the work in a timely manner in accordance with the construction schedule and agreed upon deadlines. 7) The Contractor and each Subcontractor shall perform work necessary for each complete and functioning system, regardless whether or not fully defined by the Contract Documents. 8) The Contractor or each Subcontractor shall not proceed with work in uncertainty. 9) The Contractor and each Subcontractor shall check plans for conflicts and discrepancies prior to proceeding with the work, and shall perform field measurements to verify dimensions indicated in the Contract Documents. Any discrepancies to be reported immediately to the Architect. Drawings shall not be scaled from for dimensional reference. 10) Details take precedence over plans, large scale drawings take precedence over small scale drawings. 11) All elevations indicated refer to NGVD 1929 per survey unless otherwise indicated. 12) Security and safety of the Project and Project Site shall be the sole responsibility of the Contractor. 13) Access panels shall be provided as necessary to service equipment and / or as noted on plans. Locations of access panels shall be approved by the Architect. 14) Dimensions are to face of masonry or centerline of stud unless otherwise indicated. 15) Neither the Architect nor Owner has made an investigation as to determine if asbestos or other hazardous material is present in the existing work to be demolished. Neither the Architect nor Owner assumes responsibility with regard to asbestos or other hazardous material. No warranty or representation, either expressed or implied, is made by these drawings as to the safety or suitability of removing hazardous materials including asbestos. If material suspected of being hazardous is encountered during the course of the work, the Contractor is to notify the Owner immediately. PROTECTION 1) The Contractor will be held responsible for the work and all materials provided for by the Contract Documents until the work is completed and accepted. The Contractor shall provide appropriate protection for all materials and products on site prior to installation. The Contractor shall provide appropriate protection for installed products 2) Any work or materials damaged due to failure to provide protection shall be removed and replaced with new work at the Contractor's expense. PERMITS AND FEES 1) Provide copies of permits, certifications, inspection reports, releases, licenses, and documents of a similar nature to the Architect for the Owner's record keeping. CO NTRACT MO DIFICATION ION PROCEDURES 1) Owner -initiated Proposal Requests: Architect will issu e a detailed description of proposed changes in the Work which may require adjustment to the Contract Sum or Contract Time. Work Change Proposal Requests are not instruction either to stop work in progress or to execute the proposed change. Contractor to submit estimated cost and / or time adjustment within 7 (seven) days after receipt of Proposal Request. 2) Contractor -Initiated Work Change Proposals: If latent or changed conditions require modifications to the Contract, Contractor may initiate a claim by submitting a request for a change to the Architect. 3) On Owner's approval of a Work Changes Proposal, the Architect will issue a Change Order for signature of Owner and Contractor on AIA Document G701 - Change Order. PAYMENT PROCEDURES 1) Use AIA Document G702 - Application and Certification of Payment or Architect approved equal as form for Applications for Payment. Utilize schedule of Values for listing items in Application for Payment. 2) Final Payment Application: After completing Project closeout requirements, submit final Application for Payment with release of liens. SUBMITTAL PROCEDURES 1) Processing Time: Allow 10 (ten) working days for submittal review. Time for review shall commence on Architect's receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals. Allow 10 (ten) working days for resubmittal review. 2) Place a permanent label or title block on each paper copy submittal item for identification. Include Project Name, Date of Submittal, and Name and Address of Contractor and subcontractor or supplier. 3) Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Apply Contractor's stamp, signed or initialed, certifying that submittal has been reviewed. 4) Submit two copies of each submittal unless otherwise indicated. Architect will return one copy. 5) Shop Drawings: Prepare Project -specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data. 6) Contractor's Construction Schedule: Indicate each significant construction activity separately. At regular intervals update schedule to reflect actual construction progress and activities. Provide a copy of the approved schedule to the Architect. TEMPORARY UTILITIES 1) Sewers and Drainage: Provide temporary utilities to remove effluent lawfully. 2) Water Service: Install water service and distribution piping in sizes and pressures adequate for construction. 3) Electric Power Service: Provide electric power service and distribution system of sufficient size, capacity, and power characteristics required for construction operations. PRODUCT REQUIREMENTS 1) Deliver, store, and handle products using means and methods which will prevent damage, deterioration, and loss, including theft and vandalism. Comply with manufacturer's written instructions. 2) General Product Requirements: Provide products that comply with the Contract Documents, are undamaged and, unless otherwise indicated, are new at time of installation. EXECUTION 1) Locate the Work and components of the Work accurately, in correct alignment and elevation, as indicated. Make vertical work plumb and horizontal work level. Conceal pipes, ducts, and wiring in finished areas unless otherwise indicated. 2) Comply with the manufacturer's written instructions and recommendations for installing products in applications indicated. 3) Provide blocking and attachment plates and anchors and fasteners of adequate size and number to securely anchor each component in place, accurately located an aligned with other portions of the Work. 4) Cutting and Patching: Do not cut and patch construction elements or components in a manner that could change their load -carrying capacity, that results in a reduced capacity to perform as intended, or with a result of increased maintenance or decreased operational life or safety. 5) General: Clean Project site and work areas daily, including common areas. Enforce requirements strictly. Dispose of materials lawfully and in compliance with the required and applicable local standards. Do not bury or burn waste materials on site. CLOSEOUT PROCEDURES 1) Punch List: Prepare and submit Contractor's Punch List. 2) Inspection: Submit a written request for final inspection to determine acceptance. On receipt of request, Architect will either proceed with review or notify Contractor of outstanding requirements.3) Final Cleaning: a. Clean project site and yard. b. Clean exposed exterior and interior hard -surfaced finishes to a dirt -free condition. C. Clean transparent materials including glass in doors and windows. d. Clean plumbing fixtures to sanitary conditions. e. Clean light fixtures to function with full efficiency. 4) Provide names of maintenance and repair vendors. 5) Compile all warranty documentation and submit to owner. 6) Repair or remove and replace defective construction. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment. Where damaged or worn items cannot be repaired or restored, provide replacements. Remove and replace operating components that cannot be repaired. PROJECT RECORD DOCUMENTS 1) Maintain one set of Contract Documents to be utilized for record documents. Record actual revisions to the Work. Record information concurrent with construction progress. 2) Submit documents to Owner with claim for final Application for Payment. 02- EXISTING CONDITIONS 1) Selective demolition and removal of portions of existing single family home including applicable sitework and landscaping (refer to Landscape Architect drawings for plant remediation and relocation). Site waste to be diverted at the optimum rate possible. 2) Neither the Architect nor owner has made an investigation as to determine if asbestos or other hazardous material is present in the existing work to be demolished. Neither the Architect nor owner assumes responsibility with regard to asbestos or other hazardous material. No warranty or representation, either expressed or implied, is made by these drawings as to the safety or suitability of removing hazardous materials including asbestos. If material suspected of being hazardous is encountered during the course of the work, the Contractor is to notify the Owner immediately. 03-CONCRETE RELATED DOCUMENTS 1) Structural Drawings and Specifications 04-MASONRY RELATED DOCUMENTS 1) Structural Drawings and Specifications 05-METALS RELATED DOCUMENTS 1) Structural Drawings and Specifications 06 - WOOD, PLASTICS AND COMPOSITES RELATED DOCUMENTS 1) Structural Drawings and Specifications PRODUCTS 1) Pressboards such as plywood, MDF and particleboard to contain no added formaldehyde. 2) Preservation Chemicals, Interior - Use disodium octaborate tetrahydrate (DOT) or other Architect approved equal as acceptable to the authorities having jurisdiction and containing no arsenic or chromium. Provide MSDS for any wood preservative treatment from chemical treatment manufacturer. Protect borate treated wood from weather. Treatment includes but is not limited to the following interior elements: Stair stringers, carriages, ledgers, thrust blocks, risers, treads, blocking, door trim, wall based, etc. 3) Preservation Chemicals, Exterior - Use Copper Azole (CBA or CA) or architect approved equal as acceptable to the authorities having jurisdiction and containing no arsenic or chromium. Fasteners shall be stainless steel, hot -dipped galvanized, or copper. Provide MSDS for any wood preservative treatment from chemical treatment manufacturer Treatment includes but is not limited to the following exterior elements: Landscape wall feature and column angle elements. 4) Maximum moisture content of lumber: 15 percent for 2-inch nominal thickness or less, 19 percent for more than 2-inch nominal thickness unless otherwise indicated. 07 - THERMAL AND MOISTURE PROTECTION RELATED DOCUMENTS 1) Architectural NOA Schedule - Architectural Construction Drawings 2) Architectural Window Schedule - Architectural Construction Drawings 3) Architectural Door Schedule -Architectural Construction Drawings PRODUCTS 1) Batt insulation to be Kraft Faced and Greenguard certified - CertainTeed or Architect approved equal. Loose fill Fiberglass insulation to be Greenguard certified - CertainTeed or True Comfort, Owens Corning Atticat or Architect approved equal. Foil -Faced Polyiso rigid insulation to be Dow Chemical Thermax or Architect approved equal. Fully seal seams with aluminum foil tape - 3M or Architect approved equal. Fully seal penetrations with Greenguard certified spray sealant - Handi-Foam or Architect approved equal. a. Wall R-Value = 7 Min. b. Roof R-Value = 38 Min. c. It or -Va R ofing - To e Lud wici "Spanish Clay Roo Tile" high profile interlocking one piece'S' shaped vitirif ed clay roof tile or Owner approved equal to match existing size, color, and texture. Shall have Miami Dade County High Velocity Hurricane Product Approval for the complete system, which shall include the tile, underlayment and all related accessories to provide a complete waterproof system when installed over the wood truss and plywood deck system. Install with Two Patty Adhesive Set System per NOA and manufacturers specifications including static field uplift test performed in accordance with TAS 106. Min. 30 year warranty. 3) Underlayment - To be Owens Corning "Weatherlock Specialty" SIBS self -adhering asphalt sheet material with a white or green glass re -enforced polyester surfacing fabric or Owner approved equal compatible with the roofing tile and plywood sheathing. Shall have Miami Dade County High Velocity Hurricane Product Approval as part of the complete oofing sys am. Install p r NO1 and anufacture spe ifications. u r n ou - In o n ross sto Owner for approval. See Architectural plans for sizing. Install per manufacturer specifications. 5) Sheet Metal Flashing and Trim - Install per FBC section R4402.3 and to resist wind load requirements of Section R4403. Shall be corrosion resistant and compatible with adjacent building materials. 6) Sealants and adhesives - Shall be Greenguard certified - Henkel Loctite Powergrab, Knauf EcoSeal or architect approved equal. 7) Crawl Space Vapor Barrier - Min. 6 mil on soil of crawlspace - lap edges min. 12" and fully seal. Turn up edges min. 6" above grade and fully seal. Ensure grade and vapor barrier maintain positive slope to vents in order to drain. 08 - OPENINGS RELATED DOCUMENTS 1) Mechanical drawings and specifications PRODUCTS 1) Exterior windows and doors - To be CGI Windows & Doors Impact Series per Product Approval Schedule or Architect approved equal, installed per NOA and manufacturer specifications and fully flashed. Provide (3) sets of shop drawings for Architect review. 2) Interior Doors - Reuse (4) or (5) existing interior doors and replace with new door in old location - coordinate with Owner. New interior doors to match existing style. 3) Door Hardware - Baldwin, Schlage or Architect approved equal. Adjust and check each operating item of door hardware and each door to ensure proper operation or function of very unit. Replace units that cannot be adjusted to operate as intended. Coordinate hardware sets with Door Schedule and Architect. 4) Louvers and Vents - See Mechanical drawings and specifications 09 - FINISHES 1) Non-structural Metal Framing - Use Dimple Metal Studs for interior walls as indicated on architectural plans. Install per manufacturer specifications and code requirements. 2) Gypsum Board — 112 inch thickness with tapered edges. Min. recycled content: either 10% post -consumer or 95% post-industrial. All surfaces to ASTM C 840 Level 4 finish or match existing interior finishes - coordinate with Owner. 3) References to Architectural Finish Schedule: Paints: Color Swatches to be coordinated with owners P-1 White P-2 Grey - to match Existing Family Room P-3 Lighter Grey - to match Existing Entryway P-4 TBD P-5 Ceiling White Wall Tile: T-1 Ann Sacks Context Field Tile - Metallic Black T-2 Ann Sacks Savoy Mosaics Penny Round - Sky Blue T-3 Egeum Azure 4x4 Floor Tile: FT-1 Ann Sacks Lucian Mosaics Penny Round - Rain Color FT-2 Fired Earth Hex Porcelain Floor Tile - White FT-3 Ann Sacks Lucian Mosaics Penny Round -Truffle Color FT-4 Ceramic Tile TBD FT-5 Ceramic Tile TBD FT-6 Ceramic Tile TBD Flooring: BB Bamboo - Style and Color to be selected by owner Base: BT Wall Base - Material, style and color to be selected by owner 4) Exterior Painting - Behr Premium Plus Interior / Exterior Hi Gloss Enamel or Architect approved equal. Color to match existing exterior walls - coordinate with Architect. Must meet Green Seal Standard GS-11 with max. VOC content of 150 g/L for non -flats. Clean substrates of substances that could impair bond of paints, including dirt, oil, grease, and incompatible paints and encapsulants. Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks, roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color breaks. 5) Interior Painting - Behr Premium Plus Ultra Interior Eggshell Enamel Paint and Primer in one or Architect approved equal. Color to be selected by Architect. Must meet Green Seal Standard GS-11 with max. VOC content of 50g/L for flats, 150 g/L non -flats. Clean substrates of substances that could impair bond of paints, including dirt oil, grease and incompatible paints and encapsulants. Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks, roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color breaks. 6) Staining and Transparent Finishing - Stains to be Architect approved, have Greenguard certification, and meet the following standards: Clear wood finishes - VOC max. 350 g/L; Floor coating - VOC max. 100 g/L; Sealers - VOC max. 250 g/L; Stains - VOC max. 250 g/L REMOVE EXISTING EXTERIOR CIVIL FENCE AND GATES EXISTING TANK WATER HEATER TO BE REPLACED - SEE PLUMBING DRAWINGS EXISTING POOL EQUIPMENT TO REMAIN - COORDINATE REPLUMBING SUPPLY AND RETURN LINES THROUGH NEW ADDITION FOUNDATION 7) Floor- Provide color samples and warranty documentation for Owner and Architect review. Allow no less than 5 days prior to start of installation for flooring to arrive on site. Do not store boxes directly on concrete or near exterior walls. Install per manufacturer specifications including acclimation instructions. Verify proper substrate conditions prior to installation. Work out of several boxes simultaneously to ensure best color variation distribution. Protect and/or cover installed portions adequately so as to avoid damage. Shall contain no added urea formaldehyde. 8) Tile - Porcelain or Ceramic with min. 25% recycled content, size and color of tile and grout to be selected by Architect. Provide materials obtained from one source for each type and color of tile, grout, and setting materials. All floor tile to be guaranteed by manufacturer for 15 years against undue glaze wear. All tile products, grout, trims, mortars, cleaners, thinset, etc. shall be checked for compatibility with substrate and adjacent materials by Contractor prior to purchasing material. Furnish tile complying with ANSI A137.1 "Premium Grade' unless otherwise indicated. Comply with applicable ANSI and Tile Council of America Installation Guideline standards for installation, setting and grouting. Floor tile to be slip -resistant finish 10 - SPECIALTIES 1) Toilet, Bath, and Laundry Accessories - Supplied by Owner 11 -EQUIPMENT 1) Residential Appliances - Supplied by Owner 12 - FURNISHINGS f ) Residential Casework- Supplied by Owner. Install cabinets with no variations in flushness of adjoining surfaces, level and plumb to a tolerance of 1/8 inch in 10 feet; use concealed shims. Where cabinets abut other finished work, scribe and cut for accurate fit. Provide filler strips, scribe strips, and molding in finish to match cabinet face. Install cabinets without distortion so door sand drawers fit openings, are aligned, and are uniformly spaced. Complete installation of hardware and accessories as indicated. Hardware to be selected by Owner. Fasten cabinets through back, near top and bottom, at ends and not less than 24 inches o.c. Adjust cabinets and hardware so doors and drawers are centered in openings and operate smoothly without warp or bind. Lubricate operating hardware as recommended by manufacturer. 2) Countertop - Supplied by Owner. Clean surfaces to receive countertops; remove loose and foreign matter that could interfere with adhesion. Adhere countertops with continuous beads of adhesive. Install plumb and level to a max. variation of 1/8 inch in 10 feet, align adjacent pieces in same plane with hairline joints. 22 - PLUMBING 1) (See Plumbing Drawings and Specifications) 2) (See Architectural Plumbing Schedule) 23 - HEATING, VENTILATING, AND AIR CONDITIONING 1) (See Mechanical Engineer Drawings and Specifications) 26 - ELECTRICAL 1) (See Electrical Engineer Drawings and Specifications) 2) (See Architectural Lighting Schedule) 32- EXTERIOR IMPROVEMENTS 1) (See MEP Drawings and Specifications) 2) (See Landscape Architect Drawings and Specifications) 33 - UTILITIES 1) (See MEP Drawings and Specifications) EXISTING GARAGE REMOVE EXISTING CLOTHES WASHER AND DRYER, STORE FOR REINSTALLATION - CAP AND ABANDON ALL ASSOCIATED MEP CONNECTIONS L _J EXISTING KITCHEN II REMOVE EXISTING II DOOR 3'- 411 \ i EXISTING \ EXIS BEDROOM CL REMOVE EXISTING i TE ISTING BATHROOM AND CLOSET I I FULL WALLS AND DOORS - .� I BATH — II REMOVE EXISTING BATHROOM FIXTURES - CAP AND ABANDON J__I ALL ASSOCIATED MEP CONNECTIONS II L � 3'-r I REMOVE EXISTING WINDOWS REMOVE AND RELOCATE EXISTING CU - CAP AND ABANDON ALL ASSOCIATED MEP CONNECTIONS - 10" In EXISTING LIVING ROOM EXISTING DINING ROOM EXISTING ELECTRICAL PANEL AND INDICATED PORTION OF EXISTING WALL TO REMAIN KEEP REMOVED TOILET FOR REMOVE PORTION OF EXISTING - CMU WALL TO EXTENT INDICATED "v EXISTING n FAMILY ROOM REMOVE PORTION OF EXISTING EXTERIOR CMU WALL TO EXTENT INDICATED DEMO PLAN - 01 LVL 1/4 EXISTING CL fl EXISTING BATH EXISTING WIC EXISTING CL EXISTING BEDROOM � ' I I !REMOVE EXISTING WOOD AND PLASTIC II j;, ARBOR Z111i: EXISTING BEDROOM REMOVE EXISTING EXTERIOR FENCE ILDING R it •uu• • • s e• e • ••• ...•.. • No. Revision Date 1 COMMENT RESPONSES 04/04/2016 WALTER ON 93RD 94 NE 93rd Street Miami Shores, FL 33138 Charles Walter 94 NE 93rd Street Miami Shores, Florida 33138 (347)281-0407 CharlesJWalter@gmail.com tsbut notlimitedArctl m ideas All content of these documenincluding, drawings and specifications prepared Moreland Architecture LLC are are instruments of the or reuse service, are copyright protected, and shall only be reproduced reused with the expressed written consent of re Moreland Architecture LLC. Moreland Architecture and Sustainable Design Q �10 nd 25.51 Trapp Ave " Miami, FL_33133 - [3051401 4450 Admin@MorelandArch.com www.MorelandArch.com AA26002007 AR94592 M 0 R E L A N D ARCHITECTURE P v JP±hase 1508 Date October 24, 2016 DEMO PLAN AND SPEC A-101 0 N EXISTING LOW- O SLOPE ROOF z 1 9, _ 4„ 10. _ 0„ x w EXISTING ROOF AREA: 2,195 SF PROPOSED RENOVATED ROOF AREA: (235 SF) PROPOSED NEW ROOF Al 1,220 SF TOTAL PROPOSED ROOF AREA: 3,415 SF TOTAL EXISTING FLAT ROOF AREA: 225 SF PERCENTAGE OF FLAT ROOF: 6.6% 540 SF TRIBUTARY AREA THIS GUTTER - 5" GUTTER MIN. 1/8" / FT SLOPE (V v 1/2" GYPSUM BOARD ON BOTH SIDES OF 3-5/8" METAL STUDS WALL TYPE 01-INTERIOR 3-5/8" METAL STUD -- 01 1 1/2" = 1'-0" FOR AT BARREL TILE TO MATCH COLOR, TEXTURE AND MATERIAL OF EXISTING NEW GUTTER AND DOWNSPOUT SYSTEM TO MATCH EXISTING 515 SF TRIBUTARY AREA FOR THIS GUTTER - 5" GUTTER AT MIN. 1/8" / FT SLOPE 2 A-301 MATCH 5" GUTTER AT MIN. 1/8" ! FT SLOPE 1 A-301 EQ 1240 SF TRIBUTARY AREA FOR THIS 3"x4" DOWNSPOUT EQ 26' ROOF PLAN 2 9 4" = 1'-0" - 9" I I II N i I CI o I v II I N I PRODUCT APPROVALS SCHEDULE REF. NO. APPLICANT CATEGORY DESCRIPTION IMPACT MDP +/- CLASS 14-1103.08 CGI WINDOWS AND DOORS DOORS OUTSWING GLASS DOORS L+S +1001-132 HVHZ 15-0512.15 CGI WINDOWS AND DOORS WINDOWS FIXED L+S +110/-195 HVHZ 15-0512.19 CGI WINDOWS AND DOORS WINDOWS CASEMENT L+S +110/-195 HVHZ 15-0512.21 CGI WINDOWS AND DOORS WINDOWS PROJECT -OUT L+S +110/-195 HVHZ 12-0904.18 LUDOWICI ROOF TILE ROOFING SPANISH CLAY ROOF TILE - +0/-0 HVHZ 13-1010.03 OWENS CORNING ROOFING UNDERLAYMNT WEATHERLOCK SPCLTY. - +01-0 HVHZ BEDROOM 03 1 06 10'-7" x 9' 1' - 8" ATHRQPM 02 5'-6" x 5'-6" 2'-6" 3-0 EQ-1 7' 10" 2'_9" 0 6'-7" 4' W x J 2' - 6" 11 1' - 7" _ LUG Imilip IY U d A 10 ip -v 017c Li m El � 40" Cl 3,_8„-0`1 ww �U 3 c� O o z BEDROOM 02 01 1 - 01 `D o -`10'-T x 9' 0" N �� M w�LLJ GL 1 o ul = 13 wa ai � 2'-6" 6'-5" I 1I N N I 01 01 2 _ 1 WIC � ld� 1 �5 8'-1' x6'6" n' tDRS C U 6' _ 0" I I -- 0 -1 1 1 MASTER BEDROOM o, 1 14 @ 16A 10'-4" x 16'-4' 1 1 OIL 1 4'-11" x 3-0" ih PUMP BELOW - PROVIDE ACCESS PANEL MASTER GLASS SPLASH GUARD -TOP OF 8'-1" x, BATHROOM 01 TU D E O G RII JACUZZI TUB o 5'-6" 17 1 'pUOV DE CA SAFETY GLAS WITH DECK MOUNTED TUB o 2x4 R OUT TO FILLER - ACCOMMODATE RECESSED 0" T-5' - 1" MEDICINE CABINETS AND O 1/2" GYP. BD. ON METAL STUD FOR OPENING INFILL - INCLUDE DUPLEX ELECTRICAL OUTLET in W E01 - EXISTING ELECTRICAL BOX TO REMAIN EXISTING FAMILY ROOM 12' - 7� v -v HANDHELD NICHE AT TUB. COORDINATE `o SHOWERHEAD- VTR AROUND RECESSES VERIFY r LOCATION WITH OWNER O O RELOCATED Z TANKLESS WATER ELECTRICAL METER —I HEATER -- - --- ---------------- ----- ROOF -- 1'--4' 2'-2" 8'-1" Z-2" OVERHANG _di-10 10 20' - 7" 1 301 FLOOR - 01 LVL -0" I N O I II I 1 3,_4„ 2,-2„ 1 _4 - ---- _ - AIDING REVIEVV No. Revision Date 1 COMMENT RESPONSES 04/0412016 WALTER ON 93RD 94 NE 93rd Street Miami Shores, FL 33138 Charles Walter 94 NE 93rd Street Miami Shores, Florida 33138 (347) 2 81-0407 CharlesJWalter@gmail.com All content of these documents including, but not limited to, ideas, drawings and specifications prepared by Moreland Architecture LLC are instruments of the Architect's service, are copyright protected, and shall only be reproduced or reused with the expressed writtenconsent of Moreland Architecture LLC. Moreland Architecture and Sustainable Design OCT 2 2016 Randall 2551.Trapp Ave Miami, FL 33133 13051,401 4450 Admin@MorelandArch.com www.MorelandArch.com AA26002007 AR94592 Phase Jo 0 1508 Da October 24, 2016 FLOORPLAN u� 0 0 0 A-102 0 s EXTERIOR WINDOW AND FRAME(SEE w ARCHITECTURAL PLANS) IL EXTERIOR _1 c INTERIOR SILL - TILE OR OWNER APPROVED EQUAL CONT. FLASHING • • CMU OR CONCRETE SILL - SEE EXTERIOR STRUCTURAL CLADDING (SEE ARCHITECTURAL GYPSUM BOARD ON PLANS) FURRING WD02 - WINDOW SILL DETAIL 1 1 /2" = V-0" CMU OR CONCRETE COLUMN (SEE STRUCTURAL) EXTERIOR DOOR AND FRAME (SEE ARCHITECTURAL PLANS) -------- -- CONT. FLASHING GYPSUM BOARD ON FURRING EXTERIOR CLADDING J�JjDR01 - DOOR JAMB DETAIL 1 1 /2" = V-0" EXTERIOR CLADDING — CONCRETE HEADER CONT. FLASHING _ EXTERIOR GYPSUM BOARD ON FURRING EXTERIOR DOOR AND FRAME(SEE ARCHITECTURAL PLANS) 3 DR03 - DOOR HEAD DETAIL TYPE A TYPE B TYPE C GYPSUM BOARD ON FURRING CMU OR CONCRETE COLUMN -SEE STRUCTURAL _❑ 9 EXTERIOR WINDOW AND FRAME (SEE ARCHITECTURAL CONT. EXTERIOR CLADDING (SEE PLANS) FLASHING ARCHITECTURAL PLANS) q yD01 - WINDOW JAMB DETAIL11 EXTERIOR CLADDING GYPSUM BOARD ON FURRING _ CMU OR EXTERIOR • • CONCRETE WINDOW AND HEADER -SEE FRAME(SEE STRUCTURAL ARCHITECTURAL PLANS) CONT. Llz FLASHING EXTERIOR WD03 -WINDOW HEAD DETAIL 1 1/2" - 1'-0 EXTERIOR DOOR FLOOR FINISH ON AND FRAME (SEE CONCRETE SLAB ON ARCHITECTURAL GRADE (SEE PLANS) STRUCTURAL DRAWINGS) EXTERIOR rn w Uj T U FOR MIN. RECESS DEPTH v v n� SEE DOOR MANUFACTURER SPECS 1# DR02 - DOOR SILL DETAIL 1 1/2" = 1'-0" - -- GYP. BD. BOTH SIDES OF METAL STUDS WOOD JAMB - PAINT WOOD CASING TO MATCH WALL (BOTH SIDES) - MATCH EXISTING 4 DR04 - DOOR JAMB INTERIOR 11/2=10 a TYPE D TYPE E TYPE F TYPE G TYPE H NUMBER LOCATION TYPE DOOR MATERIA L DOOR SIZE FRAME MATERIAL WIDTH HEIGHT THICKNESS 02A LAUNDRY ROOM G WD, GL 30" 80" 1 3/8" WD 02B LAUNDRY ROOM F AL, GL 30" 80" 1 3/4" AL 03A LAUNDRY ROOM D WD 24" 80" 1 3/8" WD 04A BATHROOM 03 D WD 34" 80" 1 3/8" WD 04B BATHROOM 03 E GL 24" 80" 3/4" 05A HALLWAY F AL, GL 31" 75" 1 3/4" AL 06A BEDROOM 03 G WD, GL 30" 80" 1 3/8" WD 07A CL B HCW 48" 80" 13/8" WD 08A BEDROOM 03 D WD 24" 80" 1 3/8" WD 08B WASHROOM D WD 24" 80" 13/8" WD 09A WASHROOM C WD 30" 80" 13/8" WD 10A AC CL BEDROOM 02 H WD 24" 80" 13/8" WD 11 A 12A D WD 18" 80" 1 3/8" WD G WD, GL 30" 48" 80" 1 3/8" WD 13A CL B HCW 80" 13/8" WD 14A MASTER BEDROOM G WD, GL 30" 80" 1 3/8" WD 14B MASTER BEDROOM A AL, GL 60" 75" 1 3/4" AL 15A MASTER BEDROOM C WD 30" 80" 1 3/8" WD 16A MASTER BATHROOM D WD 24" 80" 1 3/8" WD DOOR SCHEDULE aCLUVih HEAD & JAMB THRESHOLD HARDWARE SET FIRE RATING 1 A-103 TL L-3 A-103 AL L-1 A-103 L-3 A-103 TL L-2 TL A-103 AL L-1 A-103 L-2 A-103 A-103 TL L-2 A-103 TL L-2 A-103 - L-2 A-103 L-3 A-103 L-3 A-103 - L-2 A-103 A-103 - L-2 A-103 AL L-1 A-103 A-103 FINISH SCHEDULE WALLS FLOOR FINISH NO. ROOM N WALL W WALL S WALL E WALL FLOOR BASE CEILING COMMENTS 01 HALLWAY P-2 P-4 P-2 P-2 CT-1 BT P-5 NICHE TEXTURE PAINT - TBD 02 LAUNDRY ROOM P-1 P-1 P-1 P-1 FT-4 BT P-5 03 CL P-2 P-2 P-2 P-2 BB BT P-5 04 BATHROOM 03 P-1, T-3 P-1, T-3 P-1 P-1 FT-3 BT P-5 05 HALLWAY P-1 P-1 P-1 P-1 FT-4 BT P-5 06 BEDROOM 03 P-2 P-2 P-2 P-2 BB BT P-5 07 CL P-2 P-2 P-2 P-2 BB BT P-5 08 WASHROOM P-1 P-1 P-1 P-1, T-2 FT-2 BT P-5 09 BATHROOM 02 P-1, T-2 P-1, T-2 P-1, T-2 P-1 FT-2 BT P-5 10 AC P-1 P-1 P-1 P-1 FT-4 BT P-5 11 CL P-2 P-2 P-2 P-2 BB BT P-5 12 BEDROOM 02 P-2 P-2 P-2 P-2 BB BT P-5 13 CL P-2 P-2 P-2 P-2 BB BT P-5 14 MASTER BEDROOM P-2 P-2 P-2 P-2 BB BT P-5 15 WIC P-1 P-1 P-1 P-1 BB BT P-5 16 TOILET P-1 P-1 P-1 P-1 FT-6 BT P-5 17 MASTER BATHROOM P-1, T-1 T-1 P-1, T-1 P-1 FT-6 BT P-5 E EXISTING FAMILY ROOM FT-5 BT P-5 SEE FINISH SPECIFICATIONS ON SHEET A-101 13'-6" T-0" EQ � EQ EQ� � 1 r i O 8'-111, 5'-5" EQ EQ - - fV i ih tD O N (D O NOTE: TUB AND SHOWER SURROUNDS TO HAVE TILE TO MIN. 6' - 0" ABOVE FINISHED FLOOR EXISTING FFE 13' - 0" EXISTING FFE 4'-0" 6'-0" 1\ -10 - EQ EQ EQ EQ TYPE E -EGRESS WINDOW: 6.5 SF NET CLR. OPENING _ (MIN. 5.7 SF) co (MI CLR. OF HEIGHT N io (MIN. 24") �+ (M1 CLR. OPENING WIDTH (MIN.20") SILL HEIGHT TO CLEAR OPENING: 42" (MAX. 44") _EXISTING FFE 13'-0" © O O ALL WINDOWS TO BE IMPACT RATED BY CGI OR ARCHITECT APPROVED EQUAL. SEE PRODUCT APPROVAL SCHEDULE WINDOW SCHEDULE Ax_ � DOOR HARDWARE: MATCH LOOK OF EXISTING AND COORDINATE WITH OWNER. L-1 EXTERIOR ENTRY - HARDWARE BY DOOR REMARKS MANUFACTURER, COORDINATE STYLE WITH OWNER, ENTRY LOCKSET AND DOORSTOP TO MATCH L-2 INTERIOR PRIVACY - REPURPOSED DOOR, COORDINATE W/ OWNER AND REPLACE - -" COORDINATE STYLE WITH IMPACT RATED _._ OWNER, PRIVACY SET AND DOORSTOP TO MATCH - - -- L-3 INTERIOR PASSAGE - COORDINATE STYLE WITH MIN. 30" CLR. OPENING OWNER, LATCH SET AND CAT 11 SAFETY GLAS _- — DOORSTOP TO MATCH REPURPOSED DOOR, COORDINATE W/ OWNER AND REPLACE LOUVERED DOOR - COORD. W/ MECH. REPURPOSED DOOR, COORDINATE W/ OWNER AND REPLACE REPURPOSED DOOR, COORDINATE W/ OWNER AND REPLACE IMPACT RATED 1 RCP - 01 LVL 1 /4" = V-0" PRODUCT APPROVALS SCHEDULE REF. NO. APPLICANT CATEGORY DESCRIPTION IMPACT MDP +/- CLASS 14-1103.08 CGI WINDOWS AND DOORS DOORS OUTSWING GLASS DOORS L+S +100/-132 HVHZ 15-0512.15 CGI WINDOWS AND DOORS WINDOWS FIXED L+S +110/-195 HVHZ 15-0512.19 CGI WINDOWS AND DOORS WINDOWS CASEMENT L+S +110/-195 HVHZ 15-0512.21 CGI WINDOWS AND DOORS WINDOWS PROJECT -OUT L+S +1101-195 HVHZ 12-0904.18 LUDOWICI ROOF TILE ROOFING SPANISH CLAY ROOF TILE - +0/-0 HVHZ 13-1010.03 OWENS CORNING ROOFING UNDERLAYMNT WEATHERLOCK SPCLTY. +0/-0 HVHZ EXISTING KITCHEN EXISTING FAMILY ROOM S� in in No. Revision Date COMMENT RESPONSES 04/04/20 WALTER ON 93RD 94 NE 93rd Street Miami Shores, FL 33138 Charles Walter 94 NE 93rd Street Miami Shores, Florida 33138 (347)281-0407 CharlesJWalter@gmail.com All content of these documents including, but not limited to, ideas, dravangs and specifications prepared by Moreland Architecture LLC are Inshumeots of the Architect's service, are copyright protected, and shall only be reproduced or mused with the expressed written consent of Moreland Architecture LLC. Moreland Architecture and Sustainable Design T 2 5-2016 Randall Moreland 2551 Trapp Ave Miami, FL 33133 [3051 4D 1 4450 Admin@MorelandArch.com www.MorelandArch.com AA26002007 AR94592 M 0 R E L A N D ARCHITECTURE Phase P Job No 1508 Date October 24, 2016 RCP AND SCHEDULES A-103 w z J H w 0 O IL IL 29' - 0" EXISTING SETBACK UNCHANGED NEW FENCE - SEE LANDSCAPE DRAWINGS w EXTERIOR SCONCE - SEE MEP z DRAWINGS J I}- BARREL TILE ROOF - COLOR w AND FINISH TO MATCH EXISTING 0- 0 a ,.M STUCCO - COLOR AND FINISH TO MATCH EXISTING N 10' - 0" SETBACK_ _... - -1 --(10'-0" IN.) +50 PSF -64 PSF 12 NEW ELECTRICAL NEW TANKLESS METER LOCATION WATER HEATER NEW RELOCATED CU CU W z I J GUTTER AND DOWNSPOUT w SYSTEM TO MATCH EXISTING - 0 SEE ROOF PLAN — n- 15' - 0" SETBACK (15'-0" MIN.) 1 571 - 4„ . EXISTING TO REMAIN ELEVATION_ - NORTH 4 1/4" = 1'-O O3 ELEVATION - SOUTH 1/4 = 1 0 44' - 1" EXISTING TO REMAIN 2 ELEVATION - WEST /4" = 1'-0" ovrvrnno cnnnlro coo ELEVATION EAST J 1/4" = 1'-01I 1 v 1v1rr I �.n onro I nvvo 46' - 10' EXISTING TO REMAIN JCC J 1 RUV I Umf!_ Ur VVIIVVJ BARREL TILE ROOF - COLOR AND 1 45' - 11" EXISTING TO REMAIN 12 �3 0 PSF c0 PSF..—-...1... LLl Z3 , rJ r LU LU o_Q_ 0 BARREL TILE ROOF - a l COLOR AND FINISH TO MATCH EXISTING T.O. NEW TIE BEAM STUCCO -COLOR AND FINISH TO MATCH EXISTING 10' - 0" SETBACK (10'-0" MIN.) w Z ryJ w 0 T.O. NEW TIE n BEAM 21' - 10' 29' - 0" o SETBACK UNCHANGED °J 15- 0" SETBACK (15'-0" MIN.) EXISTING FFE 13'-0" 00.0 WALTER ON 93RD 94 NE 93rd Street Miami Shores, FL 33138 Lu z Charles Walter LU 0 94 NE 93rd Street a ' Miami Shores, Florida 33138 (347) 281-0407 T.O. NEW TIE CharlesJWalter@gmail.com BEAM v 21' - 10" All content of these documents including, but not limited to, ideas, drawings and specifications prepared by Moreland Architecture. LLC are instruments of the Architect's service, are copyright protected, and shall only be reproduced or reused with the expressed written consent of Moreland Architecture LLG all Moreland Architecture f and Sustainable Design EXISTING FF Z5 �016 Randall Moreland 2�51 Trapp Ave Miami, FL 33133 13051 401 4450 Admin@MorelandArch.com www.MorelandArch.com AA26002007 ►� AR94592 EXISTING FFE�, 13' - 01' Phase P B FJob No 1508 Date October 24, 2016 EXTERIOR ELEVATIONS A-201 i BARREL TILE ROOF ATTACHED WITH ROOF TILE ADHESIVE ON UNDERLAYMENT ON PLYWOOD DECK - SEE STRUCTURAL DRAWINGS. ROOF FINISH TO MATCH EXISTING GUTTER TO MATCH EXISTING - SEE 12 ROOF PLAN 3 C� SOFFIT FINISH ON PLYWOOD SHEATHING TO MATCH EXISTING - PROVIDE VENTS TO MATCH EXISTING STUCCO ON CMU - FINISH AND COLOR TO MATCH EXISTING - SEE STRUCTURAL DRAWINGS FLOOR FINISH ON TWO LAYERS PLYWOOD SHEATHING ON 2x WOOD FLOOR JOISTS - SEE STRUCTURAL DRAWINGS -- 2" FOIL -FACED POLYISO RIGID INSULATION, MIN. R-13, ATTACHED AT BOTTOM OF WOOD FLOOR JOISTS. ALL SEAMS FULLY SEALED WITH FOIL TAPE, ALL PENETRATIONS FULLY OPEN CELL SPRAY ` FOAM INSULATION - MIN. R-38 GYPSUM BOARD ON 2x FURRING WITH MIN. R-7 INSULATION BETWEEN 0 T.O. NEW TIE BEAM 21' - 10" BARREL TILE ROOF TO MATCH EXISTING WOOD TRUSSES - SEE STRUCTURAL DRAWINGS SEALED WITH SPRAY FOAM. �EXISTING FFE 13' - 0°- 6 MIL VAPOR BARRIER ON CRAWLSPACE GRADE, OVERLAP SEAMS MIN. 12" TURN UP TO MIN. 6" ABOVE GRADE AT VERTICAL SURFACES - SLOPE TO VENTS - WALL -VENTED SLOPE GRADE AWAY FROM ___ CRAWL SPACE FOUNDATIONS 1 WALL -VENTED CRAWLSPACE CONCRETE FOOTING - SEEW1,* •- STRUCTURAL DRAWINGS oo `a'S•' �� L- WALL SECTION - TYP. 1/2 = 1'-0" 12 •N PRODUCT APPROVALS SCHEDULE REF. NO. APPLICANT CATEGORY DESCRIPTION IMPACT MDP +/- CLASS 14-1103.08 CGI WINDOWS AND DOORS DOORS OUTSWING GLASS DOORS L+S +100/-132 HVHZ 15-0512.15 CGI WINDOWS AND DOORS WINDOWS FIXED L+S +110/-195 HVHZ 15-0512.19 CGI WINDOWS AND DOORS WINDOWS CASEMENT L+S +110/-195 HVHZ 15-0512.21 CGI WINDOWS AND DOORS WINDOWS PROJECT -OUT L+S +110/-195 HVHZ 12-0904.18 LUDOWICI ROOF TILE ROOFING SPANISH CLAY ROOF TILE - +0/-0 HVHZ 13-1010.03 OWENS CORNING ROOFING UNDERLAYMNT WEATHERLOCK SPCLTY. - +0/-0 HVHZ OPEN CELL SPRAY FOAMti LINSULATION - MIN. R-38 12 MASTER WIC BEDROOM 14 i 2" FOIL -FACED POLYISO RIGID 6 MIL VAPOR BARRIER ON CRAWLSPACE INSULATION, MIN. R-13, ATTACHED AT GRADE, OVERLAP SEAMS MIN. 12" TURN BOTTOM OF WOOD FLOOR JOISTS. ALL UP TO MIN. 6" ABOVE GRADE AT SEAMS FULLY SEALED WITH FOIL TAPE, VERTICAL SURFACES - SLOPE TO VENTS ALL PENETRATIONS FULLY SEALED WITH SPRAY FOAM. BUILDING SECTION - LOOKING N 1 4" = 1'-0" v T.O. NEW TIE BEAM 21' - 10" EXISTING FFE 13'-0° 1 CONCRETE EXTERIOR STEPS - SEE STRUCTURAL DRAWINGS OPEN CELL SPRAY FOAM WOOD TRUSSES OPEN CELL SPRAY FOAM -- BARREL TILE ROOF ATTACHED WITH ROOF INSULATION -MIN. R-38 (TYP.) - SEE A-301 INSULATION -MIN R-38 r� TILE ADHESIVE ON UNDERLAYMENT ON STRUCTURAL w PLYWOOD DECK - SEE STRUCTURAL n DRAWINGS DRAWINGS. ROOF FINISH TO MATCH EXISTING _ S LEXISTING WOOD JOIST FLOOR TO REMAIN EXISTING FOUNDATION TC) RFMAIN - I 6 MIL VAPOR BARRIER ON CRAWLSPACE - 2" FOIL -FACED POLYISO RIGID WALL VENTED GRADE, OVERLAP SEAMS MIN. 12" TURN INSULATION, MIN. R-13, ATTACHED AT CRAWLSPACE UP TO MIN. 6" ABOVE GRADE AT BOTTOM OF WOOD FLOOR JOISTS. ALL -_ VERTICAL SURFACES - SLOPE TO VENTS SEAMS FULLY SEALED WITH FOIL TAPE, M-- ALL PENETRATIONS FULLY SEALED WITH SPRAY FOAM ni hit MiKir+ c*cnYinnt I flrlllf Alr1 C 1/4" = 1'-0" 12 NEW CONCRETE'I FOOTING - SEE _. STRUCTURAL DRAWINGS- GUTTER AND DOWNSPOUT - SEE ROOF PLAN N m T.O. NEW TIE BEAM 21' - 10" STUCCO ON CMU - FINISH ANC COLOR TO MATCH EXISTING - SEE STRUCTURAL DRAWINGS EXISTING FFE `ITO0 V CRAWLSPACE VENTS - ONE CENTERED EACH SIDE OF MIDDLE FOOTING d in in 000. WALTER ON 93RD 94 NE 93rd Street Miami Shores, FL 33138 Charles Walter 94 NE 93rd Street Miami Shores, Florida 33138 (347)281-0407 CharlesJWalter@gmail.com All content of these documents including, but not limited to, ideas, drawings and specifications prepared by Moreland Architecture LLC are instruments of the Architect's service. are copyright protected, and shall only be reproduced or reused with the expressed written consent of Moreland Architecture LLC. Moreland Architecture and Sustainable Design OC 5 U16 Ran nd 2551 Trapp Ave Miami, FL 33133 [305] 401 4450 Admin@MorelandArch.com www.MorelandArch.com AA26002007 AR94592 Phase P B Job No 1508 Date October 24, 2016 SECTIONS AND DETAILS A-301 a TC _ _ WF-16 I I I WINDOW/DOOR WIND PRESS. m Tc i� I 0'-0" +13'-0" N,G,V.D, EXIST, F.F.E. EXISTING OPENING -TO BE ENCLOSED W/ PARTITION WALL SEE ARCH, DWGS. Ln 7 r n t4- I 13Y6MANU STD, MULLION IFACTURERR J I SEE DETAIL 1 /S-3 0'— 13'-0" N.G.V.D.) MA1jgHIIEXIST. F.F.E. WINWINDOW/DOOR I I OW MULLION BY DMA FACTUREF / �, WIND PRESS. I � I WINDOW MULLION IIr/�'I BY MANUFACTURE 2X10 PT WOOD JOISTS N I I @ 16° O.C. (TYP) I I� I TC VyINDOW/DOOR I I� N WIND PRESS. 0 EXISTING ONE STORY RESIDENCE EXISTING OPENING "-�,-TO BE ENCLOSED W/ PARTITION WALL SEE ARCH, DWGS, EXIST. F.F.E. ADD 1 #5 VERT. IN GROUTED CELL AT EA, SIDE OF OPENING WIN OW/DOOR WI D PRESS. +50 0 PSF (*) N -52 0 PSF (*) I I� I� I E52 0 PSF (*) WINDOW/DOOR WI D PRESS. +50 0 PSF (*) F-� -52 0 PSF (*; 12X10 PT WOOD JOISTS @ 16" O.C. (TYP.) I I 2 r S-1 0 I I 9'-4„ 9'-4" 1 3 I l A F-3 WINDOW/DOOR i 1 I WINDOW/DOOR I I WIND PRESS. v I I WIND PRESS. I +50.0 PSF (*) -520 PSF (*) 2X6 STD. MULLION N I�I BY MANUFACTURER WINDOW/)OOR SEE DETAIL 1 /S-3 WIND PRESS I I I N TCI I WINDOW/DOOR I WINDOW MULLION WIND RESS. BY MANUFACTURER I I WWINDOW/DOOR F-3 IIWIND PRESS. IJ50.0 PSF (*)C L L-1 WF-16 _ J 164.0 PSF (*) WF-16 L-1 --= --- -- -------- -- == -2" 2'-4" 8'-3' 2'-4" 3'-C" 2'-4" WINDOW/DGOR WIND PRESS. 1 #5 VERT. IN WINDOW/DOOR +50 0 PSF (*) GROUTED CELL WIND PRESS. @ 32" O.C. MAX, +50.0 PSF (*) (TYP.) -64.0 PSF (*) �o 17 s S 2 5' 1'-OF WINDOW/DOOR I" WIND PRESS. I3: +50 0 PSF (*; -52 0 PSF (*; IN I� II I WIN OW/DOOR WI D PRESS. +so o PSE (*) EXISTING POOL_ FLOOR PLYWOOD SHEATHING NAILING SCHEDULE 3/4" PLYWOOD SHEATHING (STRUCTURAL 1) NAILED TO ALL SUPPORTS WITH 10d COMMON NAILS @ 6" O.C, PLYWOOD SHALL BE GLUE WITH ADHESIVE MEETING REQUIREMENT OF AFG-01. PROPOSED FOUNDATION PLAN SCALE: 1/4" = 1'- 0" 3 #5 DIAGONAL BARS 4 #5 TOP BARS FILL CEO- WITH GROUT AT DOWEL LOCATION -\GRADE ° NEW COLUMN SEE PLAN AND SCHEDULE I #4@16" DOWELS FOR ATTACH COL TO EXIST, WALL SEE TYP. DETAILS a OPEN END SHELL OF ADJACENT EXIST, C.M.U. AND FILL MONOLITHIC WITH CONCRETE COL, z_ 3" I 1 = TOP OF EXISTING FOOTING CL a ROUGHEN SURFACE a AND APPLY BONDING NEW FOOTING a a AGENT TO EXIST, GONG, SEE PLAN AND SCH. PRIOR TO POURING FOR REINFORCING 3'_0° 6° NEW FOOTING 4 #5 BOTTOM BARS EXISTING FOOTING DRILL 6"INTO EXIST, FOOTING SET IN EPDXY HIT HY 150 BY HILTI SECTION Y SCALE: 3/4" = T-0" COVER ALL WOOD IN CONTACT WITH CONCRETE W ONE LAYERS OF 30 I_B FELT PAPER BEFORE POUR CON #4 @ 16" O.C. EA. WAY 6x6-W1.4xW1,4 W.W.F,� # 5 CONTINOUS 1 /2" u NOTES: 1, CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS ON FIELD PRIOR TO PROCEEDING WITH THE WORK AND NOTIFY ARCHITECT OR ENGINEER OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK, 2. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT OR ENGINEER OF ANY CONDITIONS WHICH IN HIS OPINION MIGHT ENDANGER THE STABILITY OF THE STRUCTURE, OR CAUSE DISTRESS OF STRUCTURE, 3, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION. CONSTRUCTION SITE SAFETY, INCLUDING ALL ADEQUATE TEMPORARY BRACING AND SHORING, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL COORDINATE THE STRUCTURAL WORK WITH THE WORK OF ALL OTHER TRADES: 4. EXISTING CONSTRUCTION WHICH IS TO REMAIN SHALL NOT BE DAMAGED. CONTRACTOR SHALL LOCATE AND PROTECT CONCEALED PIPES AND CONDUITS PRIOR TO DEMOLITION AND EXCAVATION AND TAKE APPROPRIATE ACTION TO PROTECT THEM AND TO PROVIDE FOR SAFETY. 4, CENTER LINE OF COLUMN OR WALL IS CENTER LINE OF FOOTING (U.O.N.) 5. CONTRACTOR SHALL COORDINATE ALL SLAB SLOPES AND ELEVATIONS WITH ARCH, DWGS. 6, GC TO VERIFY ALL DOORS AND WINDOW OPENINGS DIMENSIONS PRIOR TO PROCEEDING WITH THE WORK 7. ALL NEW EXTERIOR WINDOWS AND DOORS SHALL BE IMPACT RESISTANT IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, AND ASCE7-10. SLOPE =N Q N 1 /2" E.J. • / / z ( 8"X8" GONG. CAP m • \ • o W/ 2#5 CONT, a EXIST. PAVERS 8" C,M,U, WALL 2 #5 BOTTOM BARS -D° - W #5 @ 32" O.C. SECURE FLOOR SHEATHING TO WOOD MEMBER W/ WELL COMPACTED FILL 10d COMMON NAILS @ 4" O.C. 6 MIL POLYETHYLENE VAPOR BARRIER (CONT. TO OUTSIDE EDGE OF SLAB) • • 2X10 PT WOOD BLOCKING W/ 3-16d TOE NAILS TO EA. JOIST 3/4" PLYWOOD SHEATHING SEE FLOOR PLYWOOD SHEATHING 2x10 PT WD, JOISTS NAILING SCHEDULE @ 16" O.C. 3/4" UNDERLAYMENT-GRADE PLYWOOD TOP OF F.F. ELEV. +13'-0" (N.G.V.D.) 2x1O PT WOOD JOISTS @ 16" O.C. TTACH EACH FLOOR JOIST TO WD. PLATE 8"X8" CONE. CAP W/ 3-16d TOE NAILS AT SUPPORTS W/ 2#5 CONT, • 2x 8 P.T. WOOD. PLATE W/ 8" C.M.U. WALL — 1/2"0 KWIK BOLT 3 EXP. ANCHOR @ 24" O.0 W/ #5 @ 32" O.C. (BY HILTI) 4" MIN, EMBEDMENT INTO WALL, 8"X16" VENT _ TERMITE TREATED WELL COMPACTED SOIL SEE ARCH, TOP OF FOOTING '0 MATCH TOP OF EXIST, FTC. FOOTING (SEE SCHEDULE • ' FOR SIZE & REINFORCING) 3" CL. DETAIL 2 SCALE: 3/4" = V-0" S-1 L-1 DETAIL 1 SCALE: 3/4" = V-0" S-1 8" CONC, BLOCK WALL- VERT, REINF, SEE PLAN AND SCH. 2 #9 WIRE REINF. (D'JR-O-WAIL) ORS APPROVED EQUIV. TRUSS TYPE. GROUT SOLID CMU STEM WALL AROUND PERIMETER TO FINISH FLOOR ELEVATION TYPICAL Q 8"X16" VENT (SEE ARCH) EXISTING WALL TO REMAIN PROVIDE CLEANOUT OPENING TO INSPECT REINF. & GROUT FILL,—� a 8" NEW MASONRY WALL TYP, AT FIRST COURSE2,C AT EVERY LEVEL M a m EXISTING FOOTING (GC. VERIFY ON FIELD) TOP OF FOOTING TO OF FOOTING TO MATCH a TOP OF EXIST, FTG, NEW FOOTING 1#5 VERT. IN GROUTED CELL ALL PRESSURES SHOWN ARE BASED UPON ASD DESIGN, WITH A LOAD FACTOR OF 0.6 2X8 PT WOOD LEDGER ATTACHED TO STEM WALL W/ 1/2"o KWIK BOLT 3 EXP. ANCHOR @ 24" O.C. BY HILTI (4" MIN. EMB.) a SECURE FLOOR SHEATHING TO WOOD MEMBER W/ 10d COMMON NAILS @ 4" O,C, 2X10 PT WOOD MEMBER W/ 3-10d NAILS TO EA. JOIST / 3/4" PLYWOOD SHEATHING SEE FLOOR PLYWOOD SHEATHING LNAILING SCHEDULE 3/4" UNDERLAYMENT-GRADE L�:PLYWOOD TOP OF F.F. ELEV, 2x'10 PT WOOD JOISTS ATTACH FLOOR JOISTS TO WD. PLATE W/ 3-16d TOE NAILS AT SUPPORTS 2x 8 P.T. WOOD. PLATE W/ 1 /2"0 KWIK BOLT 3 EXP. ANCHOR @ 24" O.0 (BY HILTI) 4" MIN, EMBEDMENT INTO WAIJ_, TERMITE TREATED WELL COMPACTED SOIL J TOP OF FOOTING TO MATCH FOOTING (SEE SCHEDULE FOR SIZE & REINFORCING) SECURE FLOOR SHEATHING N c TO LEDGER W/ 10d COMMON NAILS @ 4" O,C. _ HETA12 BY SIMPSON @ 3"2" O.C. W/ 7-16d NAILS TO JOIST 3/4" PLYWOOD SHEATHING SEE FLOOR PLYWOOD SHEATHING NAILING SCHEDULE 3/4" UNDERLAYMENT-GRADE L��PLYWOOD TOP OF F.F. ELEV, T +13'-0" (N.G.V.D.) 2x10 PT WOOD JOISTS @ 16" O.C' FOR CONNECTOR TYPE SEE PLAN AND SCH, 3"x 10" P.T. WOOD LEDGER 5/8"0 KWIK BOLT 3 EXP. ANCHOR @ 16" O,C (BY HILTI) 4" MIN, EMBEDMENT INTO WALL TERMITE TREATED WELL COMPACTED SOIL I� FOOTING (SEE SCHEDULE FOR SIZE & REINFORCING) M 3" CL. DETAIL 3 SCALE: 3/4"=1'-0" S-1 WALTER ON 93RD 94 NE 93rd Street Miami Shores, FL 33138 Charles Walter 94 NE 93rd Street Miami Shores, Florida 33138 (347)281-0407 CharlesJWalter@gmail.com O = � _ m o z m_ 1/ L � � 0 c U p •` Q n a a� E .� o = U c r Lo LuU Lo_ — Q) _� - Ln 00 � � •• r N _. v li. x �d .. c CC Ll 0- :.. :.. •e S D Phase 1508 Job No Date September 16, 2015 STRUCTURAL SHEET S-1 NEW PIGGY BACK TRUSSES @ 24" O.C. ABOVE EXISTING RAFTERS 2X6 WOOD OUTLOOKERS @ 24" O.0 (TYP.) 1 0 I DROP TOP CHORD GABLE END EXISTING ROOF TO BE REMOVED AT HATCHED AREA BEFORE INSTALL NEW ROOF AS SHOWN O U= 1200 R— 1200 2X6 WOOD OUTLOOKERS 24" O.0 (TYP.) 3'-1" 5'- yTB_11 R/ N �0- 3:12 -----------�4----- -- :�-4------- ---L-- - I� J o I w o I m ------fi----- - zZ �---- -�-- - �— v�—�------sue----- 1 0 � I �I �XII a ( a l _—{;�_---- m } --- — m -- -----4- LLJ d J INZ mIo I m� I m I m l O I o --r'�"I------ L.L'"-- -- o > — - — - — --0 1---- � 1 m 1 �W� �w� C� ---�-----'�A ------ — ---- - .0 moll - ----�-------'zit----- --z � �--------- i - - II :D LIJ =I _-_ --_-_ N-sr-_-_- --x=1-_---_-_-_ - _ U= 1800 I I I _—_—_—. R= 1500-----------i----- ----I --�- IIn_----- k I I CROSS BRACING - --- TYP_ ---------N-- - U= 2500 �-------- I R GIRDER TRUSS (2 E R= 2600 _— _1 _ —_-- - -- - ICGS C] , I -�--- /! I I 1 I I 1 1_ 20'-7 3'-1" 26'-9" n EXISTING ROOF TO REMAIN EXISTING TIE BEAM (G.C. VERIFY ON FIELD) — EXISTING FLAT ROOF TO REMAIN 3 EXISTING TIE BEAM (G.C. VERIFY ON FIELD) 1 PROPOSED ROOF FRAMING PLAN SCALE: 1/4" = 1' - 0" 19. LEGEND:. U: NET UPLIFT R: REACTION = DEAD LOAD PLUS LIVE LOAD CONNECTOR MARK SEE CONNECTOR SCHEDULE UPLIFT LOAD U= # X=R— # GRAVITY LOAD NOTES: PYGGYBACK/VALLEY TRUSS NOTE: FASTEN EACH PIGGYBACK/VALLEY TRUSS THROUGH SHEATHING TO EACH INTERSECTING TRUSS BELOW W/ RT16 RAFTER TIE BY "USP" (MIAMI—DARE COUNTY NOA# 05-0105,05) W; (8) 8d X 1 1/2 NAILS INTO SIDE OF TRUSS & (8) 8d NAILS INTO SIDE OF EACH INTERSECTING TRUSS (MAX. 2'-0" O,C,). PENETRATE SHEATHING ONLY AS REQUIRED FOR INSTALLATION OF STRAP. MAIN ROOF PLYWOOD SHEATHING SHALL BE EXTENDED UNDER ALL VALLEY TRUSSES AND PIGGYBACK TRUSSES, PROVIDE 30 Ibs FELT PAPER BETWEEN PREFAB TRUSSES AND MASONRY WALL/ TYP. IF CONNECTOR IS PRESENT, PROVIDE 2 X 4 WOOD BLOCKING UNDER FREE EDGES OF ALL ROOF PLYWOOD PANELS FOR THE FIRST FOUR FEET FROM ALL GABLE ENDS, NAIL PLYWOOD TO BLOCKING WITH 10d NAILS @ 4 ROOF PLYWOOD SHEATHING NAILING SCHEDULE 5/8" PLYWOOD SHEATHING (EXPOSURE 1, EXTERIOR GRADE) NAILED TO EVERY SUPPORT WITH 10d RING SHANK NAILS @6" O.0 AND WITH 10d RING SHANK NAILS (1%" MIN. PENETRATION) @ 4"O.0 THROUGH THE WITH "a" OF THE EDGE STRIP (SEE ROOF WIND PRESSURE DIAGRAM) BLOCKED DIAPHRAGMS AS SHOWN ON FRAMING ROOF PLAN (2X6 BLOCKING W/ 3-16d COMMON TOE NAILS EA. END, AT ALL UNSUPPORTED PANEL EDGES) WOOD TRUSS & GIRDER CONNECTOR SCHEDULE ALLOWABLE LOAD VALUES (FOR ONE CONN) LABEL CONNECTOR PARALLEL IPERPENDICULAR SIZE & QUANTITY FASTENERS REMARKS CONNECTOR TYPE TO WALL TO WALL UPLIFT LAT, LAT, LOAD LOAD HETAL16 BY "SIMPSON" (14)-10d x 1 1/2" NAILS TO TRUSS FL 11473.5 1810 LBS 415 LBS 1100 LBS (5 NAILS INTO THE TRUSS SEAT OF THE METAL) HGAM10KTA BY SIMPSON 850 LBS 1105 LBS 1005LBS (4)SDS 1/4 x 1 1/2" NAILS TO RAFTERS (FL 11473.6) (4) 1/4 X 1 3/4 TITEN TO CONCRETE HETAL12 BY "SIMPSON" (10)-10d x 1 1/2" NAILS TO TRUSS FL 11473.5 1085 LBS 415 LBS 1100 LBS HGAM10K7A BY SIMPSON 850 LBS 1105. LBS 1005LBS (4)SDS 1/4 x 1 1/2" NAILS TO RAFTERS (FL 11473, 6) (4) 1/4 X 1 3/4 TITEN TO CONCRETE DETAL20 BY "SIMPSON" FL 114731 2480 LBS 2000 LBS 1505 LBS (6)-10d x 1 1/2" NAILS !N TRUSS SEAT (6)-10d x 1 1/2" NAILS INTO EACH STRAP TO TRUSS HTSM16 BY SIMPSON 1175 LBS 235 LBS 90 LBS 7-10d NAILS TO TRUSS O (4) 1/4 X 2 1/4 TITEN T0. CONCRETE HGAM10K7A BY SIMPSON 850 LBS 1105 LBS 1005LBS (4)SDS 1/4 x 1 1/2 NAILS TO RAFTERS (FL 11473.6) (4) 1/4 X 1 3/4 TITEN TO CONCRETE 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS ON FIELD PRIOR TO PROCEEDING WITH THE WORK AND NOTIFY ARCHITECT OR ENGINEER OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK. 2. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT OR ENGINEER OF ANY CONDITIONS WHICH IN HIS OPINION MIGHT ENDANGER THE STABILITY OF THE STRUCTURE, OR CAUSE DISTRESS OF STRUCTURE, 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION CONSTRUCTION SITE SAFETY, INCLUDING ALL ADEQUATE TEMPORARY BRACING AND SHORING, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, THE CONTRACTOR SHALL COORDINATE THE STRUCTURAL WORK WITH THE WORK OF ALL OTHER TRADES. 4. EXISTING CONSTRUCTION WHICH IS TO REMAIN SHALL NOT BE DAMAGED. CONTRACTOR SHALL LOCATE AND PROTECT CONCEALED PIPES AND CONDUITS PRIOR TO DEMOLITION AND EXCAVATION AND TAKE APPROPRIATE ACTION TO PROTECT THEM AND TO PROVIDE FOR SAFETY. 4. CENTER LINE OF COLUMN OR WALL IS CENTER LINE OF FOOTING (U.O.N.) PRE-f BY MA (SUBM 5/8" PLYW SEE ROOF PLYWOOD FOR COI SEE PLAN A 2X_ PT WOC (FULL DEPTH SOLID BLC AT EVERY OTHER TI NAILED TO EVERY ` (3) 16d TOE NAILS INTO BOTH SIDE AND TO 8d NAILS @ 4" O.C. _C TOP OF BEAM JIII SEE PLAN 2x 8 MIN WOOD FACIAL W/ (4) 10d NA'LS TO EA. TRUSS (VERIFY W/ ARCH.) 1/2" PLYWOOD SHEA 8„ SEE PLAN WAL'TER ON 93RD 94 NE 93rd Street Miami Shores, FL 33138 Charles Walter 94 NE 93rd Street Miami Shores, Florida 33138 (347)281-0407 CharlesJWalter@gmail.com w CD T C �z c Q J � (] J L E 0 �' E o) a c o r U M r o LC) rn @ 00 ® r L c: c U 1 L L Phase SD_ Job No 1508 Date JeptemDer "Ib, LU15 STRUCTURAL SHEET S-2 -ANCHOR AS REQUIRED PER MFR, CONCRETE STUCCO FINISH 1x4 P.T, WOOD BUCK ANCHORED TO MASONRY WITH 1/4" DIAMETER SEALANTfNTERIOR" ITW BUILDEX TAPCON TAPCONS @3" FROM END AND 6" O.C. PERIMETER SILICONE SEALANTPROVIDE A MINIMUM CONCRETE EMBEDMENT OF 1 3/4" "EXTERIOR" TYPICAL WINDOW WOOD BUCK DETAIL FOR WINDOW JAMB, HEADER AND SILL CONNECTION SCALE: 1" = V-0" CONCRETE STUCCO FINISH SEALA OR AS REQUIRED PER MFR, 1x4 P.T. WOOD BUCK ANCHORED TO MASONRY WITH 1/4" DIAMETER ITW BUILDEX TAPCON TAPCONS @3" FROM END AND 6" O.C. PROVIDE A MINIMUM CONCRETE EMBEDMENT OF 1 3/4" TYPICAL DOOR WOOD BUCK DETAIL FOR DOOR HEADER AND JAMB CONNECTION SCALE: 1" = T-0" 8" CMU LOW WAL #5@ 24" O.C. MIN IN GROUTED CELL ADD 31 Al MULLIUN LUUA TUNS AS SHOWN SEE PLAN AND SCHEDULE SECTION I SCALE:1 1/2" =1'-W S-3 #4@16" O.C. HORIZONTAL DOWELS DRILL 6" INTO EXIST, CONC. CONNECT OUTLOOKERS TO WOOD TRUSS 4 1/2" MIN. EMB. INTO EXIST. MASONRY. BEAM ABOVE AND FTC. W/ HTS20 (FL10456) BY SIMPSOM BELOW AND SET 2#7x3'-6" W/ 10-10d NAILS INTO EA, MEMBER FILL WITH GROUT EXIST. CMU CELL DOWEL IN EPDXY ADHESIVE HGA10KT BY SIMPSON W/ AT EACH END OF HOR. BARS HIT HY 150 BY HILTI (U.O.N) 4-SDS 1 /4"X 1 1/2" TO RAFTER — AND 4-SDS 1/4 X 3" TO PLATE (2)2X6 TOP & BOTTOM PLATE FASTEN TOGETHER W/ (2) 16d COMMON NAILS @ 8" O.0 (STAGGERED). — CONNECT PLATE THROUGH SHEATHING 4 1/2" 4 1/2" EXIST. 8" CMU WALL 4 1/2" NEW OPENING TO WOOD TRUSSES W/(2) 16d NAILS @ EA INTERSECTION. EXIST. 8" CMU WALL NEW TIE C',_ NEW TIE COL. 8d RING SHANK NAILS @ 4" O,C NEW TIE COLUMN TO EXISTING WALL DETAILFASCIA (SEE ARCH.) S PLYWOOD SHEATHING (EXPOSURE 1) N.T.S. SEE ROOF PLYWOOD SHEATHING NAILING SCHEDULE CONT. PT. WOOD WEDGE W/ DRILL 6" INTO EXIST, CONC. (2) 16d TO EACH EXIST. TRUSS SAWCUT AND CAREFULLY BEAM ABOVE AND FTC. 8d RING SHANK NAILS @ 4" O.C. SEE PLAT DRILL 6" INTO EXIST. CONC. REMOVE INTERIOR FACE BELOW AND SET #5x3'-O" BEAM ABOVE AND FTG. AND WEB OF EXISTING DOWEL IN EPDXY ADHESIVE BELOW AND SET #5x3'-O" CMU (8"xB" NOMINAL) HIT HY 150 BY HILTI (U.O.N) 2X_ WOOD BLOCKING WITH DOWEL IN EPDXY ADHESIVE #5 IN GROUT -FILLED CELL #5 IN GROUT -FILLED CELL (3)10d TOE NAILS TO HIT HY 150 BY HILTI (U.O.N) EACH EXISTING TRUSS EXISTING TRUSSES EXIST. 8" CMU WALL PIGGY BACK TRUSSES @24" O,C. BY MANUFACTURER EXIST. 8" CMU WALL 4 1/2" 4 1/2" #4@16" O.C. HORIZONTAL DOWELS 4 1/2„ NEW OPENING RT16 STRAP BY USP (FL 817.51) 4 1/2" MIN. EMB. INTO EXIST. MASONRY. W/ (8) 8d TO EXISTING TRUSS AND FILL WITH GROUT EXIST. CMU CELL AT EACH END OF HOR. BARS (8) 8d X 1 TO PIGGY BACK E AT EACH EXIST TRUSS TYPICAL TIE DOWN/FILLED CELL DETAIL 2X6 wooA sTUDS TO TOP AND BOTTOM MAX, CONNECTED PLATE AT EXISTING MASONRY WALL W/ (3)16d TOE NAILS CONNECT VERTICAL STUDS TO EXIST. TRUS SCALE: 3/4"=1'-0" WITH HTS20 (FL10456) BY SIMP M W/ 10-10d NAILS INTO MASONRY MATERIALS, SHALL BE PROTECTED WITH ALKALI -RESISTANT, COATINGS, SUCH AS HEAVY -BODIED BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. 2. ALL STRUCTURAL ALUMINUM SHALL BE ALUMINUM ALLOY 6061-T6 AND SHALL BE FABRICATED, DETAILED AND ERECTED IN ACCORDANCE WITH THE ALUMINUM ASSOCIATION STANDARDS. 3. ALL ANGLES TO FIT SNUG INTO TUBE MULLIONS, 4, ALL CONSTRUCTION, ALUMINUM FABRICATION AND ERECTION SHALL BE DONE IN ACCORDANCE TO THE CURRENT "FLORIDA BUILDING CODE". ;RETE COLUMN PLAN AND SCHEDULE 2X6 CONT, OUTLOOKERS @ 24" C.0 W/ 3-16d TOE NAILS TO EA. END SIMPSON LUS26 W/ 4-10d TO TRUSS AND 2-10d TO OUTLOOKER % PLYWOOD SHEATHING (EXPOSURE 1) SEE ROOF PLYWOOD SHEATHING NAILING SCHEDULE 2"x4" CROSS BRACE RESTRAINT. LOCATION AS SHOWN ON PLAN NAIL WITH (6) 16d ((3) 16d TO 2%4" LATERAL BRACING) SEE TYPICAL CROSS BRACING DETAIL 81 RING SHANK NAILS @ 4" O.C. WO OD BLOCKING @C W/ 0E NAILS TO EA. END 2X_ WOOD BLOCKING W/ 5) 16d TOE NAILS @ EA. END, L( 4-10d COMMON NAILS AT CROSS BRACING INTERCEPTION 2X_ WOOD BLOCKING W/ (5) 16d TOE NAILS @ EA. END, MTS20C STRAP BY SIMPSON W/ 14-10dX1)/2" NAILS DROP TOP CHORD GABLE END EXISTING WALL SECTION 4 SCALE: 3/4"=V-0" S_3 C�jilse �y� PRE-FAB WD. TRUSSES AT 24" O.C. MAX. (SUBMIT SHOP -DRAWING FOR APPROVAL) PLYWOOD SHEATHING (EXPOSURE 1) ROOF PLYWOOD SHEATHING NAILING SCHEDULE FOR CONNECTOR TYPE SEE PLAN AND SCHEDULE 2X_ PT WOOD BLOCKING (FULL DEPTH SOLID BLOCKING), TYP. NAILED TO EVERY SUPPORT W/ 12 (3) 16d TOE NAILS INTO BOTH SIDES OF TRUSS AND TO 8d NAILS @ 4" O.C. TO SHEATHING 3 r— ADD VTCR BY SIMPSON W/ 4-10d NAILS TO EXIST. RAFTERS AND 3-10d X 1 1/2" TO TRUSS CONT, PT. WOOD WEDGE W/ 20d NAILS AT 6" O.0 TO — EXISTING RAFTERS EXPOSED EXIST, R TO REMAIN J. SIMPSON LUS26 W/ 4-10d TO TRUSS AND 2-10d TO OUTLOOKER MTS20C STRAP BY SIMPSON W/ 14-10dX1y2" NAILS 2X6 CONT. OUTLOOKERS @ 24" O.0 W/ 3-16d TOE NAILS TO EA. END FOR CONNECTOR TYPE SEE PLAN AND SCHEDULE 30 LBS FELT PAPER B/ TRUSS & CONC. 2X_ PT WOOD BLOCKING FASTEN TO TRUSS W/ 3-16d TOE NAILS EA. END AND TO 8d NAILS @ 4" O.C. TO SHEATHING 8'd RING SHANK NAILS @ 4" O.C. FASCIA (SEE ARCH.) TOP OF BEAM SEE PLAN SEE PLAN e� 3X6 PT WOOD LEDGE ATTACHED TO BEAM W/ 1/4" 0 TAPCONS @ 8" O.C. PRE-FAB WD. TRUSSES AT 24" O.C. MAX BY MANUFACTURER " (SUBMIT SHOP -DRAWING FOR APPROVAL) CONC, TIE BEAM SEE PLAN & SCHEDULE FOR REINFORCING PAT18 STRAP BY "USP" W/ (8) 16d FRODUCT NAIILS PIN O WOODPPROVAL MEMBER 3X8 P.T. WOOD. LEDGER W/ 5/8" 0 KWIK BOLT II EXP. BOLT @ 24" O.0 BY HILTI ATTACHED NEW TIE BEAM TO EXISTING W/ #5 @ 12" O.C. VERT. DOWELS SET IN EPDXY ADHESIVE HIT HY 150 BY HILTI (6" EMB.) SECTION SCALE: 3/4" = V-0" EXISTING TIE BEAM gRAR "'G O EXISTING TIE BEAM 3 s S-3 rR�'cr� gpARO��O R94 5/s" PLYWOOD SHEATHING (EXPOSURE 1) SEE POOF PLYWOOD SHEATHING NAILING SCHEDULE EXISTING TIE BEAM EXISTING WALL TOP OF BEAM SEE PLAN 2"x4" CROSS BRACE RESTRAINT, LOCATION AS SHOWN ON PI AN —NAIL WITH (6) 16d ((3) 16d TO 2"x4" LATERAL BRACING) SEE TYPICAL CROSS BRACING DETAIL 8d RING SHANK NAILS @ 4" O,C. 2X4 WOOD BLOCKING @ 24" O.0 W/ /"­5-16d TOE NAILS TO EA. END L2X_ WOOD BLOCKING W/ (5) 16d TOE NAILS @ EA. END. 4-10d COMMON NAILS AT CROSS BRACING INTERCEPTION WOOD BLOCKING W/ 16d TOE NAILS @ EA. END. SECTION 2 SCALE: 3/4" =1'-W S-3 PRE-FAB WD, TRUSSES AT 24" O.C. MAX. BY MANUFACTURER (SUBMIT SHOP -DRAWING FOR APPROVAL) PRE-FAB WD. TRUSSES AT 24" O,C. MAX, BY MANUFACTURER (SUBMIT SHOP -DRAWING FOR APPROVAL) WALTER ON 93RD 94 NE 93rd Street Miami Shores, FL 33138 Charles Walter 94 NE 93rd Street Miami Shores, Florida 33138 (347)281-0407 CharlesJWalter@gmail.com L o _ Nam. a. 0 _ 0 Z _ N 7 � m 6 _ U p Q J V) 0 E E 0 = v 6 � 0 Ln U r) 1` Iri c...' co . N (aL .. I_� — J 0c) - E U Phase S D Job No 1508 Date September 16, 2015 STRUCTURAL SHEET v ni S-3 0 REINFORCING BAR TENSION SPLICE LENGTH (GRADE 60) BAR DESCRIPTION BAR AND LOCATION IN =J = #11 410 #9 #8 #7 #6 #5 #4 #3 STRUCTURE c? SIZE w LAP A B A B A B A B A B A B A B A B A B CLASS CLEARS ACING OF BARS BEING TOP 8'-5' 10'-10' 7'-B' 9 -9 6 -8 8 8 6 Q 7 5'-3" 6'-9" 3'-7" 4'-8" 3'-0" 3'_ 10" 2'-5" 3'-2" 1'-10" 2`-4" DEVELOPED OR SPF_ICED NOT LESS 0 O 3'-C" 1'-10" THAN de, CLEAR COVER NOT LESS BOTTOM 6'-6" 8'-5" 5'-9" 7'-8" 5'-3" 6"-8" 4'-7" 6 -0" 4'-0" 5'-3" 2'-9" 3-7 2'- 2'-4" 2'-5" 1'-5" 1'-10" THAN dEAND BEAM STIRRUPS OR COLUMNS TIES THROUGHOUT Ld o TOP 7'-2" 9'-5" 6'-6" 8'-6" 5'-9" 7'-7" 5'-1" 6'-8" 4'-5" 5'-10" 3'-2" 4'-0" 2'-8" 3'-4" 2'-1" 2'-8" 1'-7" 2'-0" NOT LESS THAN CODE MINIMUM. OR o BOTTOM 5' 7" T 2" 5' 0" 6' 6" 4'-5" 5'-9" 3'-91 5'-1" 3'-5" 4'-5" 2'-5" 3' 2" 2' 0" 2' 8" 1' 7" 2' 1" 1' 3" 1'-7„ CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NCT LESS TOP 6'-6" 8'-4" 5'-10" 7'-7" 5'-2" 6'-B" 4'-7" 6'-0" 4'-0" 5-2" 2'-10 T_8" 2'-4" 3'-1" V-10" 2'-5" V-5" V-10" THAN 2de AND CLEAR COVER NOT o LESS THAN d" o CD Lr)1'-5 BOTTOM 4'-11 6'-6" 4'-6" 5'-10 4'-0" 5' 2" 3'-6" 4'-7" 4'-0" 2'-2" 2'-10 V-10" 2'-4" V-5" V-10" V-1" " TOP 12' 7" 16' 4" 1V-5" 14' 9" 10' 1" 13'1" 8'-11 11' 7" 7'-9" 10'-2" 5-5' 7'-0" 4'-5" 5'-10" 3' 7" 4' 7" 2' 9" 3' 6" o 0 o 7 BOTTOM 9'-8" 12' 7" 8'-8" 11' 5" 7. 8"' 10'-1" 6'-10" 8'-11" 6' 0" T-9" 4' 2" 9' 5" 3' S" 4` 5" 2' 9" S-7" 2' 1" 2'-9" TOP 11' 0" 14'-1" 9'-10" 12: 8" 8' 8" 111_4" 7' 9" 10' 0" 6' 1-0" 8' 9" 4, 8" 6' 1" 4'-0" 5' 1" 3, 2" 4' i" 2, 4" 3, 1" o OTHER CASES C) Cl Cl BOTTOM 8'-5" 11'-0" 7'-7" 9'-10" 6'-7" 8'-8" 6'-0" 7'-9" 5'-2" 6'-10" S-7 4'-8" 3'-0" W-O" 2'-5" 3" 2" 1'-10" 2'-4" TOP 9'-10" 12'-10 8'-11" 1V-7" 7'-11" 1D' 3" 7'-0" 9'-1" 6'-2" 8'-0" 4`-2" 5'-5" 3'-6" 4` 7" 2'-10" 3' 8" 2'-2" 2'-9" o 0 BOTTOM 7'-7 9'-101l 8'-10" 8'-11 6"-1" 7'-11" 5-4" 7'-0° 4' 8" 6' 2" 3'-.2" 4'-2" 2'-8" S-6" 2'-2" 2'-10" V-7" 2'-2„ NOTES: 1, BAR SPLICES NOT COVER BY THIS SCHEDULE ARE SPECIFICALLY DETAIL AND DIMENSION ON PLAN, 2. CLEAR SPACING OF LESS THAN 3X BAR DIAMETER IS NOT ALLOWED AT SPLICE LOCATION, 3: ALL SPLICES SHALL BE CLASS "B" UNLESS NOTED OTHERWISE ON PLAN. 4. TOP BARS ARE HORIZONTAL REINFORCEMENT WITH MORE THAN 12" OF CONCRETE CAST BELOW BAR, 5. BOTTOM BARS ARE VERTICAL REINFORCEMENT, AND HORIZONTAL REINFORCEMENT WITH LESS THAN 12" OF CONCRETE CAST BELOW BARS, 6. FOR LIGHTWEIGHT CONCRETE MULTIPLY THE LENGTH SHOWN BY 1.3 T COVER DESIGNATES CLEAR CONCRETE COVER FROM SPLICED BAR TO FACE OF MEMBER, S. SPACING DESIGNATES CENTER TO CENTER SPACING OF SPLICED BARS. 9. FOR EPDXY -COATED BARS WITH COVER LESS THAN 3dc OR CLEAR SPACING LESS THAN 6dn, MULTIPLY THE LENGTHS SHOWN BY 1.5. FOR ALL OTHER EPDXY -COATED BARS, MULTIPLY THE LENGTH SHOWN BY 1.2. 10. FOR SPECIAL SEISMIC CONSIDERATIONS, REFER TO ACI 318 CODE, CHAPTER 21 FOOTING SCHEDULE ,RK SIZE REINFORCING REMARKS SEE DETAIL. 1/S-1 2#5 CONTINUOUS THICKENED EDGE 3 16" x 12" 2 #5 BOTT. CONT, 4 24" x 12" 3 #5 BOTT, CONT, 3 #5 BOTT. CONT. #5 @ 30" O,C TRANSVERSAL (BOTTOM) 3'-0" x S-O" x 12" 3# 5 BOTT. EA. WAY L5 3'-6" x 4'-6" x 20" 4 # 5 T & B07T, EA, WAY a 4__G—fi ROOF WIND PRESSURE DIAGRAM ROOF TRUSSES SUPERIMPOSED LOADS DEAD (TOP CHORD) '' FSF _ DEAD ( BOTTOM CHORD) 1D PSF CONCENTRATED DEAD LOAD (BOTTOM CHORD PANEL PO,NTS) 200 POUNDS VE 30 PSF BASIC WIND PRESSURE (qz) 47,2 PSF ROOF DESIGN WIND PRESSURES - COMPONENTS & CLADDING (P.S.F.) V=175 MPH h< 15,0' EXP, "C" =1.0 ZONE a=4'-6" Kd=1.0 BUILDING: ENCLOCED A: TRIBUTARY AREA A<=10 SF A = 25 SF A = 50 SF A A= 100 SF WIND PRESSURE, ZONE. IO 52� ,51D 2a� _49� WIND PRESSURE, ZONE 2O a2� ago gas BpO 26O Cg0 25� 6g0 WIND PRESSURE, ZONE 3O 52� ago 11 __5p0 26� ,CgO 25� 660 WIND PRESSURE, OVERHANGS ZONED 32� 10h9 2a� ,1040 2ED 1a 3 YD40 WIND PRESSURE OVERHANGS ZONE 3� 3?� Y050 qa� �5}0 26� 1ay0 23N ,�VgO 2"x4" CAT AT ROOF NAIL TO TOP CHORDS WITH (4) 16d TOE NAILS, NAIL AND TO ROOF SHEATHING @ 6" O.C. PRE-ENGINEERED WOOD TRUSSES, SUBMIT SHOP DRAWINGS FOR APPROVAL 2"x4" LATERAL BRACING, LOCATION AS SHOWN ON PLAN TENSION EMBEDMENT LENGTH with std. 90° hook SCHEDULE BAR f'c = 3000 psi f'c = 4000 psi c = 5000 psi f'c =- 6000 psi f'c = 7000 psi f'c = 8000 psi SIZE TOP BOT TOP BOT TOP BOT TOP BOT TOP BOT TOP BOT # 4 12" 8" 1o" 7" 9" 6" 9" 6" 9" 1 6" 9" 6" # 5 14" 10" 13" 9" 12" 8" 10" 7„ 10" 7„ 10" 7" # 6 17' 12" 14" 10" 13" 9" 13" 9" 12" 8" 12" B" # 7 20" 14" 17„ 12" 16" 11" 14" 10" 1 13" 9" 13" 9" # 8 23" 16" 20 14" 17" 12" 16"' 11" 16" 11" 14" 10" # 9 1 26" 1 18" 121" 15" 20" 14" 19" 13" 17" 12" 116' 11" # 10 28" 20" 24" 17" 23" 16" 20" 14" 19" 13" 17" 12" # 11 31 22" 27" 19" 24 17" 23" 16 21" 15" 20" 14" TENSION EMBEDMENT STANDARD FACE OF s COONCRETE TYPICAL TENSION EMBEDMENT DETAIL NO SCALE BEAM SCHEDULE REINFORCING STIRRUPS OR TIES SEE SEE BOTT. TOP "C"BAR E TOP SIZE SPACING TYPE BEAM MARK ELEV. SIZE NOTE REMARKS SECT REV MID NO. No, TB SEE PLAN (*) 8"x12" MIN. 2#5 2#5 #3 @ 12" 1 1 & 2 (i EAVE ELEVATION SHALL MATCH EXISTING SEE ARCH TB-1 RAKED BEAM 8'02"MIN, 1 2#5 2#5 #3 @ 12" 1 1 & 2 TB-2 RAKED BEAM 8"02"MIN. 2#5 2#5 #3 @ 12" 1 1& 2 ATTACHED NEW TIE BEAM TO EXISTING W/ #5 @ 12" O.C. VERT, DOWELS SET IN EPDXY ADHESIVE HIT HY 150 BY HILTI (6" EMB.) TB-3 SEE PLAN 8"x12"MIN. 2#5 2#5 #3 @ 12" 1 1 & 2 REMOVE SLOPED PORTION OF EXIST, FAKED TIE BEAM, - WITHOUT DAMAGE EXISTING WALL VERTICAL REINFORCING. ATTACHED NEW TIE BEAM TO EXIS-ING W/ #5 @ 12" 0 C. VERT, DOWELS SET IN EPDXY ADHESIVE HIT HY 150 BY HILT] (6" EMB.) B-7 CQN 8 xi6 2#7 2#6 #3 @ 6 1 1 & 2 O SHALL MATCH EXISTING G.BVERIFY FIELD SEAVE EE ARCH, BEAM NOTES 1. - HOOK ALL TOP BARS AT ENDS. O 2. - LAP SPLICE TOP BARS IN MIDDLE THIRD OF SPAN AND LAP SPLICE BOTTOM BARS AT SUPPORTS. LAP SPLICE SHALL BE MINIMUM 36-INCHES, 3. - PROVIDE 1 #6 @ MID DEPTH EACH FACE TYPICAL BEAM STIRRUP & TIE TYPES N.T.S. CONCRETE COLUMN SCHEDULE MARK SIZE VERT. REINF. TIES REMARKS TO 8"x12" 4#5 #3 08" TC-1 8"x16" 4#5 #3 08" a d ' TYP. DETAIL 4-10d COMMON NAILS AT CROSS BRACING INTERCEPTION 2"x4" CROSS BRACE RESTRAINT, 2'x4" BLOCKING TO BOTTOM CHORD LOCATION AS SHOWN ON PLAN ATTACH WITH 5-16d TOE NAILS NAIL WITH (6) 16d ((3) 16d TO 2"x4" AT EACH END LATERAL BRACING) TYPICAL CROSS BRACING DETAIL SCALE: 3/4" = V-0" MTS20C STRAP BY SIMPSON W/ 14-10dXIY2" NAILS (TYP.) PROVIDE 24 BAR DIA. MIN. OR TERMINATE ENDS IN STANDARD 90 HOOK OR SEMI- CIRCULAR HOOK. 2" CL. 0.25L ,=E" BARS `�j i� ALL REINF, STEEL IN SAME LAYER UNLESS OTHERWISE NOTED. L1 ALL CORNER BARS TO E SAME SIZE, NUMBER AN SPACING AS HORIZONTA BARS IN FOOTING, BEAIv AND WALLS. CORNER BARS (OUTSIDE ONLY; o AT BEAMS 1 CORNER BAR TOP z AT FOOTING 2 CORNER BARS I r o I � I STD. HOOK LT LT: TENSION LAP SPLICE LENGTH PER A,C.I STANDARD DETAIL AND SPECIFICATIONS SEE TENSION SPLICE LENS-H SCHEDULE CORNER REINFORCING DETAIL N.T.S. BUIL!7lNG T,7 :.-, APProlvl7r)_ "C" BARS (TOP OVER EACH SUPPORT) WHERE BARS DIFFER IN TWO ADJACENT SPANS AT A COMMON SUPPORT, THE LARGER BARS SCHEDULED SHALL BE USED. TOP CONT. (CONTINUOUS TOP BARS) LAP IN MIDDLE NOTES: 1, "L" INDICATES THE LARGER OF ADJACENT SPANS, 2, WHERE BOTTOM BARS ARE INDICATED AS CONTINUOUS WITH ADJACENT SPANS, SPLICES, WHERE NEEDED, SHALL BE MADE IN THE END 1/3 OF SPAN WITH 24 DIA LAP, 3L F1/3 OF SPANS WHERE REQUIRED 36 DIA N STIRRUP 'SPACING AS SCHEDULED. 2" FIRST STIRRUP SPACED FROM FACE OF SUPPORT, L2 TYPICAL BEAM REINF. PLACING DIAGRAM COLUMN I WALTER ON 93RD 94 NE 93rd Street Miami Shores, FL 33138 Charles Walter 94 NE 93rd Street Miami Shores, Florida 33138 (347)281-0407 CharlesJWalter@gmail.com 3 L CU - 00 O Z N � L C - -< J n E O � zT O C O r L 0) T r u >, CO � UL a> cd cx JAI o "• ,n = .� Q C r� S. -t7- T) :—.. LJ L. D Phase V 1508. Job No Date September 16, 2015 STRUCTURAL SHEET S-4 #3 @ 8" TIES STOP COL, POUR 1" BELOW BEAM TO PREVENT OVERPOUR GONG. COL (SEE SCHEDULE FOR SIZE & REINFORCING) / STD. 90' HOOK TOF OF AM I SEE HIM CONC BEAM (SEE PLAN AND SCHEDULE FOR SIZE AND REINFORCING) -4 #3 TIES @ 4" 4.C. CLOSED TIES - VERT, REINF. TYPICAL CONC. COLUMN TO BEATA DETAIL GONG. COL (SEE SCHEDULE ° FOR SIZE & REINFORCING) 2" CL. ° -a, COLUMN REINFORCING COLUMN DOWELS (SAME SIZE & N0. AS COL REINFORCING) ED TIES FOOTING (SEE SCHEDULE °° FOR SIZE & REINFORCING) °. a • Fa ° 3" CL. TYPICAL CONC. COLUMN TO FTG. DETAIL T.O, FOOTING MATCH EXIST. (U.O.N.) NEW FOOTING ;EE PLAN AND SCH. FOR REINFORCING M d d 0 a m ° a a STD, 90' HOOK AT BAR END ROUGHEN SURFACE AND APPLY BONDING AGENT TO EXIST, GONG, PRIOR TO POURING NEW FOOTING U n 2#5 X 3'-6" LONG DOWELS (BOTTOM) DRILL EXIST, FTG. INTO EXIST. FOOTING SET IN EPDXY HIT HY 150 BY HILTI (4" MIN EDGE DISTANCE) TYPICAL NEW FOOTING TO EXISTING FOOTING CONNECTION DETAIL STRETCHER UNITS EA. SIDEOF COLUMNS (EVERY OTHER COURSE MIN.) (CORNER UNITS PERMITTED EVERY OTHER COURSE) SEE SCHED. TIE COLUMN DETAIL N.T.S. rnKIrF?CTC CI AR BEEN C( REINF, TWO CELLS _ AT WALL INTERCEPTION B" C.M.U. WALL (U,O.N,) — SEE PLANS & STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS REINF. TWO CELLS ADJACENT TO WALL REINF, THREE CELLS - - H CORNER STRUCTURAL N O T E S CODES: HIGH -STRENGTH BOLTED CONNECTIONS: FLORIDA BUILDING CODE 2010 HIGH STRENGTH BOLTS, NUTS AND WASHERS SHALL CONFORM TO "STANDARD ACI 318-11 SPECIFICATIONS FOR HIGH STRENGTH STEEL BOLTS FOR STRUCTURAL JOINTS", ASCE 7-10 ACI 530-11 ASTM A325, UNLESS OTHERWISE SPECIFIED OR APPROVED BY THE ENGINEER.. ACI 530.1-11 ALL BOLTED FIELD CONNECTIONS SHALL BE FRICTION TYPE UNLESS NOTED ANSI/AF & PA/ND5/APA OTHERWISE ON THE DRAWINGS. DESIGN SUPERIMPOSED LOAD: CONCRETE CURING AIDS AND DUSTPROOFING COMPOUNDS: AREA DEAD LOAD LIVE LOAD APPLY A WATER-SOLUBLE SODIUM SILICATE BASED CONCRETE CURING AID TO ALL ROOF - - - - - - - - - - - - - - - 25 PSF 30 PSF FRESHLY PLACED EXPOSED CONCRETE SLAB SURFACES, APPLICATION TO TAKE PLACE ON THE SAME DAY CONCRETE FINISHING HAS TERMINATED AND VISIBLE WIND LOADS: WATER HAS DISSIPATED, APPLY PRODUCT STRICTLY IN ACCORDANCE WITH IN ACCORDANCE WITH ASCE 7-10 AND F.B,C, 2010 MANUFACTURER'S PUBLISHED INSTRUCTIONS. BASIC WIND SPEED---------------------------- 175 MPH CONCRETE: IMPORTANCE FAC70R------------- 1'0 ALL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI. EXPOSURE CATEGORY-------- C INTERNAL PRESSURE COEF----------------------- t 0.18 CONCRETE COVERAGE. BUILDING CAT .----------------- II COMPONENTS. AND CLADDING AS PER ASCE 7-10 AND FB.C. 2010. A, FOOTINGS--------------3" FOR BOTTOM AND SIDES. B. BEAMS ---------------------1-1/2" TO STIRRUPS OR TIES, SHOP DRAWINGS: C. COLUMNS---------------1-1/2" TO TIES, THREE SETS OF ALL REINFORCING PRECAST UNITS AND STRUCTURAL STEEL SHOP WINDOW/DOOR OPENINCI SEE PLAN L �E. SLABS (EXTERIOR)------------ 1-1/2" FOR BOTTOM AND TOP, LADUR TYPE DUR-O-WAL REINF. DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER FOR APPROVAL AND D. SLABS (INTERIOR) ------------ FOR BOTTOM AND TOP. SEE GENERAL NOTES TWO SETS WILL BE RETURNED AFTER PROCESSING -1 LESS THAN 4'-0" 7�7� FOUNDATIONS: COLUMNS SHALL BE POURED TO FULL HEIGHT AND ALLOWED TO ATTAIN INITIAL SET MASONRY WALL REINFORCING DETAIL I PRIOR TO PLACING BEAMS ABOVE. MINIMUM TIME INTERVAL 3 HOURS. PROPOSED FOUNDATIONS HAS BEEN BASED ON AN ALLOWABLE SOIL BEARING 2 #4. X 4'-0" LONG DIAGONAL TOP BARS AT THE UPPER THIRD OF THE SLAB TYPICAL DIAGONAL CORNER BARS AT REENTRANT CORNER DETAIL TIE BEAM SEE PLAN AND SCH. FOR REINF, CLOSED TIES _ SEE SCHEDUIE 2#7 X 3'-6" LONG DOWELS DRILL INTO EXIST. CONC. COLUMN AND NEW TIE BEAM SET IN EPDXY HIT HY 150 BY HILTI / SEE PLAN AND SCHED STD HOOK-7 EXIST, ° BEAM 6 e d ° ° EXISTING GROUT FILLED CELL G.C. VERIFY (awl L WEALLMASONRY CMU WALL REINF. ROUGHEN SURFACE 't NEW CONC. COL. OR FILLED CELL/TIE DOWN AND APPLY BONDING SEE PLAN & SCGEDULE AGENT TO EXIST, CONC. PRIOR TO POURING #3@16" DOWEII-S INTO EXIST, MASONRY NEW FOOTING SET IN EPDXY HIT HY 150 BY HILTI OR FILL cELI_ w/ cRou- AT DOWELLs LOCATION TYP. NEW WALL TO EXISTING WALL #3 @ 8" CLOSED TIES 12" HOOKS AND BOTTO 2'-6" LEG, TYP. TOP & BOTTOM 2 #5 TOP & BOTTOM CONT, TOP OF BEAM SEE PLAN 12" HOOKS TOP AND BOTTOM 2 #5 STD. HOOK CONTINUE WALL ¢ #3 @ 12" OR TIE COL, CLOSED TIES REINFORCING 12" MIN BEAM REINFORCING TOP OF BEAM SEE PLAN TIE BEAM SEE PLAN AND SCH. FOR REINF. �— WALLMU TYPICAL DETAIL AT TIE BEAM ELEVATION CHANGE 2'-0" CONC. SLAB MIL POLYETHYLENE VAPOR BARRIER 2 #5 CONT. TYPICAL THICKENED EDGE EL. TO. TIE BEAM BEAM N.T.S. 1 /8" WIDE x 1 /4 D DEEP SAW CUT CONTROL JOINT CAULK Y" TO BE CUT WITHIN 24 HOURS AFTER SLAB IS POURED o WELDED WIRE FABRIC @ MIDDLE TO THE UPPER 1/3 OF SLAB ° d' v e4< 4°: e 2° °. � 6 MIL POLYETHYLENE VAPOR BARRIER SAW CUT CONTROL JOINT DETAIL (S.C.J.) 4.4x6'-0" 024" C/C KEYWAY \ — APPLY BONDING AGENT BETWEEN POURS TYPICAL CONSTRUCTION JOINT DETAIL (C.J. SLAB ON GRADE JOINT DETAILS N.T.& CONCRETE TB #3 @12" MAX. REINFORCEMENT AT TB DROP EXTEND REINF. GONG. TB SEE SCHEDULE OVER OPENING TO TOP OF TB(TYP.)\SEE PLAP ADD 2#7 BOTTOM IF h > 48 ADD INSTEAD CMU LOAD 2#8 BOTTOM CMU LOAD —BEARING WALL DROP TB OVER OPENING WHEN TB DEPTH EXCEEDS 36" ADD SKIN REINFORCEMENT (#4 BARS @ d/6 EA, FALL) BEARING WALL — OPENING IN WALL,, ft44 L: OR REINF. LUMN AT OF OPENING COL. VERT. REINF. OSED TIES '�]Q, a, NC. TIE COLUMN E PLAN AND SCHEDULE IRiZONTAL JOINT. INC EVERY OTHER CMU WALL REINFORCING URSE, SEE GEN, NOTES 8" X 8" CONC, SI!_L SAME AS ADJACENT WALL REINF (FORMED OR BOND -BEAM BLOCK) (#5 @ 32" MIN.) CMU WALL WITH 2 #5 AT MID -DEPTH TYP. TIE BEAM DROP DETAIL TYP. CONC. TIE COLUMN TO WALL DETAIL AT WINDOW / DOOR OPENINGS AND CONCRETE SILL DETAIL JPRESSURE OF 2000 PSF. SITE HAS BEEN INSPECTED AND APPEAR TO BE SAND AND ALL CONCRETE BEAMS MARKED TB SHALL BE PLACED USING WALLS AS BOTTOM FORMS, LOOSE ROCK. AT THE TIME OF CONSTRUCTION, A LICENSED ARCHITECT OR AND SHALL HAVE CONTINUOUS TOP AND BOTTOM REINFORCING, SPLICES, WHERE REGISTERED PROFESSIONAL ENGINEER SHALL SUBMIT TO THE BUILDING OFFICIAL A NECESSARY, SHALL BE MADE IN MIDDLE 1/3 OF SPAN FOR TOP BARS AND END 1/3 SIGNED AND SEALED LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND SPAN FOR BOTTOM BARS. PROVIDE A 40 DIA, LAP MINIMUM AT ALL SPLICES, ALL THE FOUNDATIONS CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS EXTERIOR CORNERS SHALL HAVE CORNER BARS, ONE TOP AND ONE BOTTOM, BENT . BASED. MID -POINT AS SHOWN IN TYPICAL BEAM CORNER DETAIL.. DOWEL ALL COLUMNS TO FOUNDATIONS WITH BARS OF SAME SIZE AND NUMBER AS IN COLUMN, DOWEL SPLICE 36 DIAMETER MINIMUM. REINFORCING STEEL: SHALL BE DEFORMED BARS. FREE FROM LOOSE RUST AND SCALE AND CONFORM - MASONRY: ING TO ASTM A 615, GRADE 60, COLUMN AND BEAM TIES SHALL CONFORM ALL CONCRETE MASONRY WALLS ARE DESIGNED AS LOAD BEARING WALLS, U.O.N. TO ASTM A 615, GRADE 6.0. MASONRY WALLS SHALL BE IN PLACE BEFORE THE SLABS AND BEAMS SUPPORTED REINFORCING STEEL SHALL BE BENT, LAPPED AND SPLICED IN ACCORDANCE WITH A. CI, BY THEM ARE POURED AS WELL AS THE CONCRETE TIE COLUMNS FRAMING THEM, STANDARD DETAILS AND SPECIFICATIONS, PLEASE REFER TO SPLICE SCHEDULE ON SHEET' ALL MASONRY CONSTRUCTION TO BE IN ACCORDANCE WITH THE PROVISIONS OF CONCRETE SLABS/MONOLITMC FOOTINGS ON FELL. ACI 530/ASCE5, BUILDING CODE REQUIREMENT FOR MASONRY STRUCTURES, COMMENTARY ON BUY.DING CODE REQUIREMENT FOR MASONRY STRUCTURES AND FILL FOR FLOOR SLABS SHALL BE PLACED !N 12" LAYERS AND ROLLED .AND/OR PROVISIONS OF THE FLORIDA BUILDING CODE, COMPACTED 70 A MINIMUM FIELD DENSITY OF 95% AS MEASURED BY THE "MODIFIED ALL BLOCK WALLS SHALL BE TWO CELL HOLLOW CONCRETE MASONRY BLOCK PROCTOR TEST" ALL FILL SHALL BE CLEAN SAND OR SAND/ROCK MIXTURE FREE OF MANUFACTURED IN CONFORMANCE WITH ASTM C-90, MINIMUM COMPRESSIVE ORGANIC OR OTHER DELETERIOUS MATERIALS. STRENGTH FOR MASONRY WALLS "F m' SHALL BE 2000 PSI (L O,N) BASED ON A UNIT MASONRY COMPRESSIVE STRENGTH OF 2800 PSI MANUFACTURER SHALL REINFORCING IN SLABS ON FILL SHALL BE 6x6—W1,4xW1.4 W.W.F. (U,O.N.) REINFORCING SUBMIT PRISM TEST RESULTS FOR ALL MASONRY USED ON THE PROJECT PRIOR TO PLACED OVER A MAT OF #3@24" E.W. PROVIDING 2" TOP COVER. CONCRETE SLABS ON CONSTRUCTION, FILL SHALL BE PLACED OVER A 6 MIL POLYETHYLENE VAPOR BARRIER, ALL CMU WALLS MORTAR SHALL CONFORM TO ASTM 270 TYP "M", HOLLOW UNITS PROVIDE CONTRACTION JOINTS ON OR NEAR COLUMN LINES WITH INTERMEDIATE JOINTS SHALL BE LAID WITH FILL_ MORTAR COVERAGE ON HORIZONTAL AND VERTICAL FACE LOCATED BETWEEN COLUMN LINES TO PROVIDE A MAXIMUM DISTANCE BETWEEN JOINTS OF SHELLS EXCEPT THAT WEBS SHALL ALSO BE BEDDED IN ALL COURSES OF COLUMNS, 15 FEET, WITH THE RESULTING PANELS BEING APPROXIMATELY SQUARE, CONCRETE IN THE STARTING COURSE ON FOOTINGS AND SOLID FOUNDATION WALLS, AND AT POURING SHOULD BE ARRIED OUT BY PLACING CONCRETE IN CONTINUOUS STRIPS OF NOT GROUTED CELLS, HORIZONTAL AND VERTICAL FACE JOINTS SHALL BE 3/8" THICK; MORE THAN 15 FEET IN WIDTH, CONSTRUCTION JOINTS ARE TO BE LOCATED IN THE SLAB U.O,NVERTICAL JOINTS SHALL BE SHOVED TIGHT. MORTAR PROTRUSIONS WHERE THE CONCRETING OPERATIONS ARE CONCLUDED FOR THE DAY, JOINT LOCATION TO EXTENDING INTO CELLS OR CAVITIES (THAT ARE TO BE REINFORCED AND GROUTED) BE IN GENERAL CONFORMANCE WITH THE CONTRACTION JOINT LAYOUT. PROVIDE BURKE SHALL BE REMOVED, ALLOW MIN, 24 HOURS FOR MORTAR TO CURE PRIOR TO KEYED COLD JOINTS AT THESE LOCATIONS. SEE TYPICAL DETAILS. GROUTING. SEE FLOOR PLANS AND TYPICAL DETAILS FOR CMU WALL REINFORCING AND SPLICES IN MONOLITHIC FOOTING REINFORCING BARS SHALL NOT LESS THAN 36 BAR - DIAMETERS AND REINFORCING SHALL BE CONTINUOUS AROUND ALL CORNERS AND CONNECTION INFORMATION. CHANGES IN DIRECTION, CONTINUITY SHALL BE PROVIDED BY BENDING THE LONGITUDINAL CMU VERTICAL REINFORCING IS TO BE PLACED IN FINE MASONRY GROUT —FILLED STEEL AROUND THE CORNER 48. BAR DIAMETERS OR BY ADDING MATCHING REINFORCING CELLS. FINE MASONRY GROUT MUST COMPLY WITH ASTM C476 (LATEST VERSION). WHICH SHALL EXTEND 48 BAR DIAMETERS IN EACH DIRECTION. MIX SHALL HAVE 3/8" MAX. SIZE AGGREGATE WITH A MINIMUM SLUMP OF 8 WATER/CEMENTITIOUS MATERIAL RATIO SHALL FALL BETWEEN 0.57— 0,65, SO THAT WELDED WMEFABRIC: t WHEN EXCESS MOISTURE IS ABSORBED BY THE CMU UNITS, THE RESULTANT SHALL CONFORM TO ASTM A185 AND BE PLACED AND SUPPORTED IN ACCORDANCE STRENGTH IS NOT LESS THAN 3000 PSI. SUBMIT A PRISM TEST WITH THE DESIGN WITH ACI 301 RECOMMENDATIONS, MIX, INDICATING FINAL STRENGTH CHARACTERISTICS. STANDARD HIGH —LIFT GROUTING PROCEDURES SHALL BE FOLLOWED, LAY UP BLOCK STRUCTURAL WOOD: AS REQUIRED. DROP VERTICAL STEEL INTO CELLS CONTAINING. DOWELS AND SECURE STRUCTURAL WOOD COMPONENTS (BEAMS, JOISTS, RAFTERS, ETC,) SHALL HAVE THE IN PLACE PROVIDE CU70UT ON FACE FOR CLEAN OUT, STEEL TYING AND MINIMUM ALLOWABLE FIBER STRESSES OF NO, 1 SOUTHERN P',.NE CONFORMING 70 THE INSPECTING, AND GROUT FLOW VERIFICATION, GROUTING SHALL BE DONE IN MAX. LATEST EDITION OF ND& OF 4'—O" LIFTS, CONTINUING: AROUND BUILDING AND RETURNING TO THE STARTING ENGINEERED WOOD TRUSS SYSTEMS SHALL BE DESIGNED BY SUPPLIER'S SPECIALTY POINT WITH APPROXIMATELY ONE HOUR DELAY PRIOR TO COMMENCING WITH NEXT 4'-0" GROUT LIFT. GROUTING SHALL BE STOPPED 1-1 /2" FROM TOP OF THE LAST ENGINEER TO CONFIGURATION AND LOAD —CARRYING CAPACITY SHOWN ON DRAWINGS AND SPECIFICA7IONS. ALTERNATE TRUSS LAYOUTS ARE ACCEPTABLE ONLY AS CHANGE ORDER MASONRY UNIT, WHERE BREAK AWAY OR BREAK OUT IS CALLED FOR OR REQUIRED, NIHICH WILL INCLUDE ENGINEERING CHARGES FOR REDESIGN OF THE STRUCTURE BY THE A SAW CUT SHALL BE USED, FOLLOW ABOVE PROCEDURE TO ROOF LEVEL, ENGINEER OF RECORD. SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. ALL CMU WALLS SHALL BE HORIZONTALLY REINFORCED WITH STANDARD NO, 9 SHOP DRAWINGS SHAH_ SHOW AND SPECIFY CONNECTOR TYPES UTILIZED WITHIN TRUSSES, LADDER —TYPE GALVANIZED STEEL REINFORCING EVERY SECOND COURSE. EXTEND AS WELL AS CONNECTORS UTILIZED IN OTHER CONNECTIONS AND ATTACHMENTS BETWEEN REINFORCING A MINIMUM OF 4INCHES INTO ALL COLUMNS. TRUSSES OR COMPONENTS SUPPLIED AS PART OF THE ENGINEERED TRUSS SYSTEM. AN PROVIDE 20 GAGE HOT —DIPPED GALVANIZED DOVETAIL SLOTS VERTICALLY IN ERECTION DRAWING SHALL BE INCLUDED, IDENTIFYING TRUSS SYSTEM COMPONENTS, AS STRUCTURAL COLUMNS (AND TIE COLUMNS NOT PLACED INTEGRALLY WITH CMU WELL AS PERMANENT BRACING REQUIRED FOR TRUSS DESIGN. WALLS) AND TIE MASONRY INTO COLUMNS WITH 1 IN. x 8 IN.. x 16 GAUGE ENGINEERED SHOP DRAWINGS SHALL BEAR THE SIGNATURE AND IMPRESSED SEAL OF A CORRUGATED HOT —DIPPED GALVANIZED DOVETAIL ANCHORS. LAP DOVETAIL FLORIDA REGISTERED PROFESSIONAL ENGINEER AS THE SPECIALTY ENGINEER. ANCHORS WITH STANDARD HOT —DIPPED GALVANIZED 9 GAGE LADUR—TYPE PLYWOOD ROOF SHEA71NG IS DESIGNED AS A DIAPHRAGM AND SHALL COMPLY WITH DUR—O—WAL WITH CROSS RODS SPACED AT 16" C/C FOR REINFORCED MASONRY APPLICABLE PROVISIONS OF -CHAPTER 23 OF THE FLORIDA BUILDING CODE, UNLESS WALL,. PLACE DOVETAIL ANCHOR AND DUR—O—WAL EVERY OTHER BLOCK COURSE, SHOWN OTHERWISE, SPAN RATED PANELS SHALL BE FASTENED TO NOMINAL 2x ALL WALL OPENINGS SHALL HAVE A MIN. OF 2 # 5 VERTICAL EA, SIDE (UCA, ON SOUTHERN PINE FRAMING SPACED UP TO 24" O/C IN. PLANS AND SCHEDULES) HORIZONTAL BRACING OF TOP AND BOT70M CHORD: SILLS: UNLESS OTHERWISE FRAMED IN CONCRETE, PROVIDE 8" x 8" CONCRETE 1. PROVIDE ONE ROW OF HORIZONTAL BRACING AS SHOWN EVERY 10'-0" OF SPAN OF (FORMED OR BOND —BEAM BLOCK) WI7H 2.#5 AT MID —DEPTH AT ALL SILLS, EXTEND TRUSS (U.O.N), REINFORCEMENT MINIMUM 6" INTO ADJACENT COLUMN OR MASONRY AND CAST IN 2. BRACING MEMBERS TO BE CONTINUOUS 2x4 WOOD MEMBERS.. AT SPLICE LOCATIONS, GROUT, LAP BRACING MEMBERS OVER AT LEAST TWO TRUSSES. FREESTANDING MASONRY WALLS, PARAPETS, ETC„ SHALL HAVE AN 8" x 8" DIAGONAL BRACING: CONCRETE CAP, REINFORCED WITH 2 #5 CONTINUOUS (U.C.N.). PROVIDE CROSS BRACING., AS SHOWN, AT EACH END OF EACH ROW OF PERMANENT ARCHITECTURAL MASONRY PIERS NOT DETAILED SHALL HAVE 1 #6 IN GROUT —FILLED HORIZONTAL BRACING, AND A NOT MORE THAN 20'-0" SPACING IN. DIRECTION OF CELLS AT EACH CORNER AND AN 8" THICK CONCRETE CAP WITH #4 @ 8" O,C, HORIZONTAL BRACING. —EACH WAY —CENTER OF SLAB 2. BRACING MEMBERS TO BE 20 WOOD MEMBERS (U.O.N) PROVIDE SHOP DRAWINGS FOR APPROVAL, INDICATING LOCATIONS OF REINFORCED WOOD IN CONTACT WITH CONCRETE OR MASONRY, AND AT OTHER LOCATIONS AS SHOWN GROUT —FILLED CMU CELLS AND MORTAR —FILLED CELLS ADJACENT TO CAST —IN —PLACE COLUMNS AND WALLS, WITH DETAILS FOR DOVETAIL SLOTS AND ON STRUCTURAL DRAWINGS, SHALL BE PROTECTED OR PRESSURE TREATED IN ANCHORS, ACCORDANCE WITH AMERICAN WOOD PRESERVERS' ASSOCIATION STANDARDS, MEMBER LOCATION OF MASONRY WALLS, WINDOW AND DOOR OPENINGS AND ANY OTHER SIZES SHOWN ARE NOMINAL UNLESS NOTED OTHERWISE, MASONRY FEATURES ARE TO BE COORDINATED WITH ARCHITECTURAL DRAWINGS. GENERAL NOTES STRUCTURAL STEEL ALL WORK SHALL BE DONE IN ACCORDANCE TO THE "FLORIDA BUILDING CODE". ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN FIELD AND LATEST A.I. S. C. SPECIFICATIONS, STEEL SHALL CONFORM TO A, S. T, M. A-36 NOTIFY ARCHITECT OR ENGINEER OF ANY DISCREPANCIES BEFORE PROCEEDING WITH (36,000 P, S. I. MIN YIELD.) PROVIDE ONE SHOP COAT OF RUST INHIBITIVE PAINT; WORK. ALL DIMENSIONS SHALL BE VERIFIED IN FIELD, TOUCH UP FIELD WELDS WITH SAME PAINT AS SHOP COAT, SUBMIT SHOP DRAWINGS FOR REVIEW BY ARCHITECT OR ENGINEER PRIOR TO FABRICATION. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT OR ENGINEER ANY TH CONDITIONS WHICH IN HIS OPINION MIGHT ENDANGER THE STABILITY OF THE STRUCTURE, ALL STRUCTURAL TUBING SHALL BE CONCRETE FILLED AND CONFORM TO A.S.T.MOR CAUSE DISTRESS OF STRUCTURE, A-500, (FY=46 K. S.I.) PROVIDE 1/4" DIA, PRESSURE RELIEF HOLES IN EACH ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL COLUMN, AT TOP, BOTTOM AND MIDPOINT, AND SHALL_ BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATIONS AT 07HERS WELDING: LOCATIONS THAN THAT SPECIFICALLY INDICATED. ALL WELDING SHOULD BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH BY TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THIS STRUCTURAL PLAN AND A.W.S. BY CERTIFIED WELDERS SPECIFICATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE CONTRACTORS TO USE E-70 SERIES LOW HYDROGEN ELECTRODES.. AND WIND DESIGN LOADS IN ACCORDANCE TO ASCE7-10, E RVED WALTER ON 93RD 94 NE 93rd Street Miami Shores, FL 33138 Charles Walter 94 NE 93rd Street Miami Shores, Florida 33138 (347)281-0407 CharlesJWalter@gmail.com LL V Q0 - - cP -u 0 O-Z----..�... - N- N E c • :I. Q J In t3 -I �.. L E .�.: 0 = U E s O C a) F-- Ln Ln -r LL U Y- Ln cd - n 66 UT C-,J N CN Lc) 'u cc cal - `! _ c9 ° .. vT­ L7 ®• �, 6 _., •a s .. . z Q) L' c O X m• • m Phase S D Job No 1508 Date September 16, 2015 STRUCTURAL SHEET S-5 C..11INNF.C..TTON DETAIL 2'-3 PROPOSED WOOD FENCE AM,) GATE - SEE I A1''0 S CA"*'[': DRKv NGS dPFLOCATEDEXiSTMOCU .1- 9, !1 WELL PUMP FOrR BAN SC,"PE I €dRlG,ATltiN SYSTFI s"upp;.Y € X,STsNG POOL LOJIr°FIENI - RE.PLUMB SUPPLY ANJD PROPOSED PROPOSEL . NNM- C PON OF EXSTING BUR i''t'NG SEWER AND PROPJR J 11 L,DITiON yYq< }E LiNS rL: MEP DRAWNGS A 201I it EXiSTINGe, T i.1 BLOCK'INALL TO REbIAIN I, AAAX. 7= F'i ARFS N E`i-'V? 8''V'JI DE CONGF?e I E OR PAW DRIVIONAY STORY ADDI TIOIJ E 93RD STREET EMS ( ING VVALK'"lAY 1.0 ( r' F RECONFIC3URED - 5 E LANDSCAY` GRAVVINOS EXISTING NOT IN SCOPE 21'-4" -1O'-8 - TO BUILDIN(( DRAIN. -" . SEE P-002 FOR u CONTINUATION TO EXISTING A. _ \ C" A _ NEW 1` _Wf TIE TO EX1 X;STING OVERHEAD SERVICE. LLEC1 A1C,*L FFED TO PE RIJN ♦ - TO PROPOSED ADDITIN GNOCkGROUND -Cs,RCLOCATFD ( <- SEEP 001.-FOR NIFT R ATSW OF I i CONTINUATION ,'T'3 "" PROPOSED ADDI I10N I �. "!alu+a. I � Sr OFRO e� PROPERTN I INL -- FPI F_G F; PR. I ..; : GAT, tit) F !11CC - 15' A LEY I ARF", OF WORK 3r3 :^>r- ADDITION \\ x OF t t1r PROPOSED UNDERGROUND DRY W . V_ TO INFh TRATE FIRST 1/21'OF P �NWA7 R ON SITE 1--0*' LONG, S-S" D A 'Fu CL'=T; PROPOSED WOOD .......-------. FENCE SEE LA.IDSGAPE -1„ 22'-10" 14'- PROPER-IY LINE APPROVED COUNTY HEALTH D t,Tt_..�_ OF SLIGI ER BOTTOM OF DI .EVATION )RAINFIELD ELEVA OF EXCAVATION VET WIDER AND I BSORPTION BED ( i BLACK SYSTEM TRENCHES (6 TRENCHES TOTAL) POIN- isE- INTCIeS=-C,;' . >i I o{z GALj(MIN) SO. . (MIN) I f l.Y' LIMITED SOIL SHALL BE THAN THE N TRENCH. PF2GPt76Erk 4�L'C)i1D _. FENCE AND GATE - SEE j LANDSCAPE APE DRA'WJ VGS Th contractor (or designee) is required to perform a soil l Lorin adjacent to the drainfield excavation at the tirWf final insp cticn Prior to Final Approval the F,')nH inspe shall; Nitn s the soft boring and compare the ra1su;ts to. th igina,l Site aluaUon submitted. A reinspection fee will be sse if t e contractor is not at the jobsite at the arrange me. < A2U1LU Z P€ OPOSU� } REFER TO TRENCH DRAINFIELD SYSTEM DETAIL FOR MINIMUM INVERTELEVATIONS' ALLOWED. FINALS INVERT �WsT-'BE COORDINATED WITH RESIDENCE PLUMBING SANITARY INSTALLATION. 1 MEP SITE PLAN :SCALE: 3/32' = V-0• TABLE 5: QUICK4 PLUS E036 LP AND QUICK4 PLUS EOS6 LP SL CHAMBER LENGTHS AND RATING (TRENCH OR BED SYSTEM CONFIGURATION) C No. of Chambers Length (ft) Rating (ffa) 1 4.0 11.3 2 8.0 22.6 3 12.0 33.9 4 16.0 45.2 5 20.0 56.5 6 24.0 67.8 7 28.0 79.1 B 32.0 90.4 9 36.0 101.7 11 44.0 124.3 12 1 48.0 135.6 13 52.0 146.9 14 56.0 158.2 15 MG 169.5 16 64.0 180.8 17 68.0 192.1 18 72.0 203.4 19 1 76.0 214.7 20 80.0 226.0 21 84.0 237.3 22 88.0 248.6 23 92.0 259.9 24 96.0 271.2 25 100.0 282.5 26 104 293.8 27 108 305.1 28 112 316.4 29 116 327.7 30 120 339.0 31 124 350.3 32 128 361.6 33 132 372.9 34 136 384.2 35 140 395.5 36 144 406.8 37 148 1 418.1 38 152 1 429.4 39 1 156 1 440.7 Quick4 Plus Equalizer 36 Low Profile (LP) Chambers SIDE AND END VIEWS (Not to scale) 48" (EFFECTIVE LENGTH) 22° LOW PROFILE END CAP (Not to scale) Quick4 Plus Equalizer 36 Low Profile (LP) nominal chamber specifications e^ Size(WxLxH) 22"x53"x8" 3.3° j -Effective Length 46" -18, Invert Elevation ------ 3,30 and 9" FRONTVIEW SIDE VIEW Quick4 Plus Equalizer 36 LP Trench Configurations CROSS SECTION (not to scale) PLAN VIEW: GRAVITY OR LIFT DOSE (not to scale) TRENCH DRAINFIELD SYSTEM SOD (NO CONCRETE, z' PAVERS OR TREES) zas" TRENCH 24" JT�RzhNCH 24° TRENCH 42` J WET SEASON WATER TABLE -1 UNSUITABLE SOIL NOTES: DRAIN FIELD'S TRENCH SYSTEM SHALL BE INFILTRATOR CHAMBERS QUICK4 PLUS 36 LP TRENCH CONFIGURATION. LOADING RATE OF 0.80 GPD/SF IS ASSUMED BASED ON TYPICAL LOCAL SOIL DATA. LOADING RATE SHALL BE VERIFIED BY SOIL TEST BY HEALTH DEPARTMENT OR MASTER SEPTIC CONTRACTOR; NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO INSTALLATION OF ANY PLUMBING PIPING OR SEPTIC COMPONENTS. COORDINATE FINAL ELEVATION OF TRENCHES WITH SEPTIC TANKS, UNIFORMLY SLOPED PIPING, MOST REMOTE SANITARY FIXTURE CONNECTION AND GROUND FLOOR SLAB ELEVATION OF BUILDING. VERIFY WET SEASON ELEVATION AND NOTIFY ENGINEER IF MOUND SYSTEM OR LIFT DOSING IS REQUIRED. CONTRACTOR TO CONTACT SUNSHINE STATE ONE CALL (DIAL 811 OR VISIT WWW.CALLSUNSHINE.COM) A MINIMUM OF THREE BUSINESS DAYS PRIOR TO ANY UNDERGROUND WORK. A THIRD -PARTY UNDERGROUND LOCATOR IS ADDITIONALLY RECOMMENDED, PARTICULARLY FOR PRIVATELY LOCATED LINES. HRS NOTE: THERE ARE NO PERTINENT FEATURES ON ADJACENT PROPERTIES AND/OR ACROSS THE STREET THAT MAY BE AFFECTED BY THE NEW SEPTIC TANK SYSTEM INSTALLATION. BORING TEST LEGEND SYMBOL DESCRIPTION (D PROPOSED LOCATIONS FOR DRAINFIELD BORING/SOIL PROFILE TESTS I' .Iv. i' ter QCR LR._-- 4NCN PVC HEADER PIPE AND FITTINGS SEPTIC TANK a 'Y INFILTRATOR TIN SE tEa Y` K AVNLSBLE IN NO, 1060, Q5UY.T5WQW • 10 FT FROM STORM SEWER PIPE WHEN POSSIBLE; NEVER LESS THAN 5 FT. • 15 FT FROM DESIGN HIGH-WATER LINE OF RETENTION AREAS, DETENTION AREAS OR SWALES WITH WATER TO STAND OR FLOW FOR LESS THAN 72 HRS AFTER A RAINFALL. • 50 FT FROM NON -POTABLE WATER WELL. • 75 FT FROM PRIVATE POTABLE OR MULTI -FAMILY WATER WELL. • 75 FT FROM BOUNDARIES OF SURFACE WATER BODIES. • SIDEWALKS, DECKS AND PATIOS DO NOT HAVE A CLEARANCE REQUIREMENT, BUT SYSTEMS CANNOT BE INSTALLED BENEATH THEM. • 5 FT FROM BUILDING FOUNDATIONS, PILINGS, SWIMMING POOLS, MOBILE HOME WALLS, OR PROPERTY LINES UNLESS PROPERTY LINE ABUTS A UTILITY EASEMENT WITH NO UNDERGROUND UTILITIES. • 10 FT FROM WATER STORAGE TANKS OR POTABLE WATER PIPING UNLESS SEALED WITH WATERPROOFING; NEVER LESS THAN 24 IN. CLEARANCE. • ALL WATER PIPING WITHIN 5 FT MUST BE AT A HIGHER ELEVATION THAN THE ABSORPTION SURFACE. • 15 FT FROM GROUNDWATER INTERCEPTOR DRAINS. SEPTIC SYSTEMS CALCULATIONS: TOTAL A/C AREA: 2,893 SQ.FT. TOTAL BEDROOMS: 5 BEDROOMS AVERAGE SEWAGE FLOW: 460 GPD SEPTIC SYSTEM: SEPTIC TANK CAPACITY REQUIRED: 1,200 GALLONS LOADING RATE FOR TRENCH DRAINFIELD: 0.80 GPD/SQ.FT. MINIMUM DRAINFIELD AREA REQUIRED: 575 SQ.FT. TOTAL DRAINFIELD AREA PROPOSED: 610 SQ.FT. RESERVED DRAINFIELD AREA PROPOSED: 360 SQ.FT. PLUMBING KEY NOTES OEXISTING WATER MAIN. FIELD VERIFY EXACT LOCATION AND SIZE. RECOMMENDED SIZE 1". INCREASE SIZE IF NEEDED. EUIL01NG�VI� E� E V WALTER ON 93RD 94 NE 93rd Street Miami Shores, FL 33138 Charles Walter 94 NE 93rd Street Miami Shores, Florida 33138 (347) 281-0407 CharlesJWalter@gmail.com Phase V Job No 1508 Date Marcn 9st, zuiu MEP SITE PLAN S P-001 i� NEV'VGU ......... _._. RELOCATE DI EXISTING CL€ WELL PUPJ+'F k-OR _ANDSCAPE IRRIGATION SYSTEM SUPP,-Y LX S PNG POOL. EtLl.4tt NIE,N"I - REPLU 191E SUPPLY AND RETURN THE-'OLI(,'tFi PRO"CSF0 ADDITION iv VVALLS tiEC r ON or F't S7 N., t 's""WER AND YF2O,1 v `'IOF WASfEUNL A t P DRAWINGS I MAX. 5` FLARES NEVV =6' 0,11DE DRIVEWAY - SEE LANDSCAPE 'OFAVVINGS N W EXISTING .§ARKING 03 PARKING 02 NEVS:NGI_E STORY ADDITION E 93RD STREET EX I SI I N G VVALKWA:Y"C'O BE RECONFIGURED ... SEE LANDSCAPE. DRAWINGS f� t ' I L._ EXISTING NOT IN SCOPE 22•-10" TOIBUIL�DIAG DRAIN. [--21 8" SEE- 0-00`2 FOR CONTINUATION O TO EXISTING �O 6•-t" 3'-4" EXISTING �xiSTINGI, POOL DU-C� EXISTING UNDERGROUND WATER' TO REMAIN. FIELD VERIFY EXACT ROUTING i 5.-O„1 �15 -1" NEW 1" -WATER CONNECTION TIE TO INCREASED WATER i NCREASED MAIN TO EXISTING SERVICE, , .r-rc•-�777-1.-E FIELD VERIFhIEXAQT_LOQATION TO PROPOSED ADDITI01 OF=CONNEQTI04 PQINT -_Y SEE P-001 FOR CONTINUATION EXISTING 3/4" WATER MAIN PIPE -_ ARF"A OF ARCHITECTURAL WORK - 895 SF ADDITION AREA OF ,x RCHiTECTIIRAL v ORK - 2G5 SF RENOVATION -J k DRAWINGS 1200 LNEAl SEPTI RIED Ate' p >E PT C. TANK -10.6'NGVD REFER TO TREN DETAIL FOR MIN ALLOWED. FINAL COORDINATED N PLUMBING SANF 24'-4 1 I MEP SITE PLAN SCALE: 3/32" = V-0" PROPERTY LINE PROPOS D VJkOOD . FENCE AND GATE SEE LANDSCAPE DRAkVINGS PROPOSE[) 6.FT `r:i5O FENCE TOP TO MATCH HEIGHT OF REMOVED 5 F! FENCE ,tTTING ON GRAD k C V INFIELD SYSTEM VERT ELEVATIONS MUST BE jIDENCE STALLATION. 10.2 PER BLACK SYSTEM TRENCHES (6 TRENCHES TOTAL) I 'PCDtNT OF RTERSEC T-10'4 D C TABLE 5: QUICK4 PLUS E036 LP AND QUICK4 PLUS E036 LP SL CHAMBER LENGTHS AND RATING (TRENCH OR BED SYSTEM CONFIGURATION) No. of Chambers Length (ft) Rating (ff) 1 4.0 11.3 2 8.0 22.6 3 12.0 33.9 4 16.0 45.2 5 20.0 56.5 6 24.0 67.8 7 28.0 79.1 8 32.0 90.4 9 36.0 101.7 11 44.0 124.3 12 48.0 135.E 13 52.0 146.9 14 56.0 158.2 15 60.0 169.5 16 64.0 180.8 17 68.0 192.1 18 72.0 203.4 19 1 76.0 214.7 20 80.0 226.0 21 84.0 237.3 22 88.0 248.6 23 92.0 259.9 24 96.0 271.2 25 100.0 282.5 26 104 293.8 27 1 108 305.1 28 112 316.4 29 116 327.7 30 120 339.0 31 124 350.3 32 128 361.6 33 132 372.9 34 1 136 384.2 35 140 395.5 36 144 406.8 37 148 1 418.1 38 152 1 429.4 39 156 1 440.7 Quick4 Plus Equalizer 36 Low Profile (LP) Chambers SIDE AND END VIEWS (Not: to scale) 48" (EFFECTIVE LENGTH) � r i 2 n 22" LOW PROFILE END CAP (Not to scale) 6„ h- Quick4 Plus Equalizer 36 Low Profile (LP) nominal chamber specifications Size (W x L x H) 22" x 53° x 8" 3.3' --_-_....-__.._...-__ _._ _ --- Effective Length 48" Invert Elevation 3 3" and 9" J FRONTVIEW SIDE VIEW -_--__--........ ..... Quick4 Plus Equalizer 36 LP Trench Configurations CROSS SECTION (not to scale) PLAN VIEW: GRAVITY OR LIFT DOSE (not to scale) ORiLL OEENINGAT aOrMIA OF E*1D CAP TRENCH DRAINFIELD SYSTEM SOD (NO CONCRETE, 12" 9"TR24NCH TRz4NCH PAVERS OR TREES) 24' 24" 24" "24- 42" WET SEASON WATER TABLE UNSUITABLE SOIL i;M4311 DRAIN FIELD'S TRENCH SYSTEM SHALL BE INFILTRATOR CHAMBERS QUICK4 PLUS 36 LP TRENCH CONFIGURATION. LOADING RATE OF 0.80 GPD/SF IS ASSUMED BASED ON TYPICAL LOCAL SOIL DATA. LOADING RATE SHALL BE VERIFIED BY SOIL TEST BY HEALTH DEPARTMENT OR MASTER SEPTIC CONTRACTOR; NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO INSTALLATION OF ANY PLUMBING PIPING OR SEPTIC COMPONENTS. COORDINATE FINAL ELEVATION OF TRENCHES WITH SEPTIC TANKS, UNIFORMLY SLOPED PIPING, MOST REMOTE SANITARY FIXTURE CONNECTION AND GROUND FLOOR SLAB ELEVATION OF BUILDING. VERIFY WET SEASON ELEVATION AND NOTIFY ENGINEER IF MOUND SYSTEM OR LIFT DOSING IS REQUIRED. CONTRACTOR TO CONTACT SUNSHINE STATE ONE CALL (DIAL 811 OR VISIT WWW.CALLSUNSHINE.COM) A MINIMUM OF THREE BUSINESS DAYS PRIOR TO ANY UNDERGROUND WORK. A THIRD -PARTY UNDERGROUND LOCATOR IS ADDITIONALLY RECOMMENDED, PARTICULARLY FOR PRIVATELY LOCATED LINES. HRS NOTE: THERE ARE NO PERTINENT FEATURES ON ADJACENT PROPERTIES AND/OR ACROSS THE STREET THAT MAY BE AFFECTED BY THE NEW SEPTIC TANK SYSTEM INSTALLATION, AS CONFIRMED BY OWNER. BORING TEST LEGEND SYMBOL DESCRIPTION ® PROPOSED LOCATIONS FOR DRAINFIELD BORING/SOIL PROFILE TESTS IS 111 i'IA'RC. iH WLwEP a IFCt1 PVCHEAOER P01-1 No. Revision AND. €ITTINGS. OWNER CHANGES SEPTC UNK kM Rii` ),.. .. �- NP14-TRATOR TW SERIES 1:ANK A+xAtlaatE 9+000, Tass;, aaso e is0e.�al ` WALTER CLEARANCES FROM SEPTIC SYSTEMS SHALL MEET THE FOLLOWING MINIMUM DISTANCES: • 10 FT FROM STORM SEWER PIPE WHEN POSSIBLE; NEVER LESS THAN 5 FT. • 15 FT FROM DESIGN HIGH-WATER LINE OF RETENTION AREAS, DETENTION AREAS OR SWALES WITH WATER TO STAND OR FLOW FOR LESS THAN 72 HRS AFTER A RAINFALL. • 50 FT FROM NON -POTABLE WATER WELL. • 75 FT FROM PRIVATE POTABLE OR MULTI -FAMILY WATER WELL. • 75 FT FROM BOUNDARIES OF SURFACE WATER BODIES. • SIDEWALKS, DECKS AND PATIOS DO NOT HAVE A CLEARANCE REQUIREMENT, BUT SYSTEMS CANNOT BE INSTALLED BENEATH THEM. • 5 FT FROM BUILDING FOUNDATIONS, PILINGS, SWIMMING POOLS, MOBILE HOME WALLS, OR PROPERTY LINES UNLESS PROPERTY LINE ABUTS A UTILITY EASEMENT WITH NO UNDERGROUND UTILITIES. • 10 FT FROM WATER STORAGE TANKS OR POTABLE WATER PIPING UNLESS SEALED WITH WATERPROOFING; NEVER LESS THAN 24 IN. CLEARANCE. • ALL WATER PIPING WITHIN 5 FT MUST BE AT A HIGHER ELEVATION THAN THE ABSORPTION SURFACE. • 15 FT FROM GROUNDWATER INTERCEPTOR DRAINS. SEPTIC SYSTEMS CALCULATIONS: TOTAL A/C AREA: 2,893 SQ.FT. TOTAL BEDROOMS: 5 BEDROOMS AVERAGE SEWAGE FLOW: 460 GPD SEPTIC SYSTEM: SEPTIC TANK CAPACITY REQUIRED: 1,200 GALLONS LOADING RATE FOR TRENCH DRAINFIELD: 0.80 GPD/SQ.FT. MINIMUM DRAINFIELD AREA REQUIRED: 575 SQ.FT. TOTAL DRAINFIELD AREA PROPOSED: 610 SQ.FT. RESERVED DRAINFIELD AREA PROPOSED: 360 SQ.FT. n PLUMBING KEY NOTES Oj INCREASE EXISTING 5/8" WATER METER TO 1" METER; INCREASE EXISTING 3/4" WATER SERVICE TO 1". REFER TO PLUMBING PLANS FOR ADDITIONAL INFORMATION. OWATER SERVICE SHALL BE SLEEVED OR OTHERWISE PROTECTED AS PER FBCP 603.2 WHERE CROSSING BUILDING SEWER. Bu'_C'fNG REVIEW &OPROVED )l i&P `P .TE .v.,Phase 20JECT #: 1597 SEBE(FN Job No 1508 It eeo I- , FV_NSE Date July 28th, 2016 ON 93RD 94 NE 93rd Street Miami Shores, FL 33138 Charles Walter 94 NE 93rd Street Miami Shores, Florida 33138 (347)281-0407 CharlesJWalter@gmail.com MEP SITE PLAN S P-001.1 REMOVE EXISTING EXTERIOR CMU FENCE AND GATES U I ins , /cu_2 L —"— / Q / Cam_ / EXISTING TANK'NATER HEATER TO BE REPLACED - SEE PEGMSING OPAWINGS i? 01 I I I LjF I I � 1 � �J TX 8'- 9 1121 Wn 4"0 -` \ 0 TX 3 OA 8'-9 `,S1 1 0 8X8 BEDROOM 02` 7-667 20 (0� � �I••1••IS•• 9•� i•�, i i•�•�i'� ia'i i. i�i � •, Elf!'1A 3,_u„ 20x6 R1 CT580 i '' i 24x14i C G � � i i i S1 200 8x8 8"0 r ; o j X N i MASTER Al , SEA OM 3 8"0 8) 24x20 EXISTING FAMILY ROOM CMU 71CA`€ ED EXISTING NOT IN SCOPE EXISTING FAMILY ROOM AHU HVAC LEGEND WIDTH x HEIGHT - I NEW RIGID FIBERGLASS DUCTWORK NEW FLEXIBLE DUCTWORK SQUARE TO SQUARE TRANSITION BRANCH TAKE OFF REFRIGERANT OR CONDENSATE PIPING J \ THERMOSTAT 3-GORE 90 BEND ® SQUARE CEILING SUPPLY DIFFUSER SQUARE CEILING RETURN GRILLE ® CEILING EXHAUST FAN HVAC KEY NOTES ( AHU MOUNTED ON RACK (CLOSET IS A PLENUM) FIELD COORDINATE REFRIGERANT PIPING TO BE LESS THAN 100' TOTAL RUNS. O CONDENSATE LINE TO EXTEND UNDERGROUND AT LEAST 12" BEYOND BUILDING STRUCTURE. THEN RISE UP AND FURNISH TWO 90' ELBOWS TO FACE DOWN, TERMINATING AT LEAST 8" ABOVE GRADE, O IN AHU CLOSET, OA DUCT BRANCHES DOWN, SIZED AS SHOWN WITH ACCESSIBLE BALANCING DAMPER, THEN CONTINUES DOWN TO CONNECT TO RETURN NEAR FLOOR LEVEL. PROGRAMMABLE THERMOSTAT LOCATION. COORDINATE EXACT REQUIREMENTS AND OPTIONS WITH OWNER. NOTIFY ENGINEER PRIOR TO CHANGING LOCATIONS. O ACCU MOUNTED ON CONCRETE SLAB. COORDINATE SLAB, ANCHORING AND WINDLOAD CALCULATIONS WITH STRUCTURAL ENGINEER. UNIT MUST BE LOCATED MIN. 12" ABOVE FLOOD ELEVATION. NOTIFY ENGINEER IF RACK IS REQUIRED TO INCREASE ELEVATION PRIOR TO INSTALLATION. TOILET EXHAUST, SIZED AS NOTED, RUNNING OVER WALL/BEAM TO HORIZONTAL SOFFIT CAVE WITH BACKDRAFT DAMPER AND WIRE MESH SCREEN. O METAL DRYER EHAUST, SIZED AS NOTED, RUNNING OVER WALL/BEAM TO HORIZONTAL SOFFIT CAVE, WITH BACKDRAFT DAMPER. THIS RUN IS APPROX. 34.5' AS SHOWN USING 8" (LARGE) RADIUS ELBOWS. FIELD COORDINATE TO ENSURE TOTAL EQUIVALENT LENGTH DOES NOT EXCEED 35'. UNLESS DRYER IOM STATES OTHERWISE. DO NOT CROSS ANY DUCTWORK ABOVE ELECTRICAL PANEL. COORDINATE EXACT LOCATION OF AHU AND ACCESSORIES TO MAINTAIN MINIMUM 30"Wx36"D SERVICE CLEARANCE FOR ELECTRICAL PANEL IN THIS AREA. FIELD COORDINATE WITH ELECTRICAL CONTRACTOR. Og OUTSIDE AIR INTAKE, SIZED AS NOTED, RUNNING OVER WALL/BEAM TO HORIZONTAL SOFFIT CAVE, WITH BACKDRAFT DAMPER AND WIRE MESH SCREEN. MAINTAIN MINIMUM 10' CLEARANCE FROM INTAKE TO GAS FLUES, ETC. 10 EXISTING 3 TON ACCU TO BE DIRECTLY REPLACED. SEE SCHEDULE FOR NEW SPEC; NO CHANGE TO LOAD. RELOCATE UNIT AS SHOWN TO ACCOMMODATE ADDITION. RUN NEW REFRIGERANT PIPING TO ENSURE MAXIMUM LENGTH ARE NOT EXCEEDED. 11 EXISTING 3 TON AHU TO BE DIRECTLY REPLACED. FIELD VERIFY EXACT DIMENSIONS OF CLOSET AND DOOR FRAME PRIOR TO BID. RUN NEW REFRIGERANT PIPING TO NEW ACCU LOCATION. RECONNECT ELECTRICAL AND CONDENSATE. 12 COORDINATE EXACT DUCTWORK ROUTING WITH STRUCTURAL ENGINEER. SPECIALLY WHERE DUCTWORK CROSSES TRUSSES OR GIRDERS. 13 SUPPLY GRILLE IN SIDEWALL OF DUCT IN CONDITIONED SPACE ABOVE CEILING; ROOF DECK IS INSULATED AND CAVITY IS NOT AN ATTIC. LOCATE WITHIN 30" OF NEAREST SUPPLY GRILLE WITH RAPID MOUNT FRAME FOR BALANCING. 1 I MECHANICAL FLOOR PLAN I SCALE: 114" = V—a" THESE PLANS ARE FOR BUILDING DEPARTMENT REVIEW ONLY. THEY ARE NOT TO BE CONSTRUED AS CONSTRUC11ON DOCUMENTS UNTIL ALL BUILDING DEPARTMENT APPROVALS ARE OBTAINED. f l;_DIIVGG VV App_, r.O PROJECT #: 1597 RCI G.A.#: 27662 Engineering, inc BRIAN D. COLDWELL, PE - LIC 067527 OSCAR E. SEBELEN, PE - LIC #66481 5450 GRIFFIN ROAD SUITE A, DAVIE, FL 33314 P:954.680.2690 F:954.414.9393 www.rciena.com E SEBELfN No• 66r�1 4^I2c SSP�- o FLOR SSIONP aces •u••• a •se No. Revision Date OWNER CHANGES 10/24/2016 WALTER ON 93RD 94 NE 93rd Street Miami Shores, FL 33138 Charles Walter 94 NE 93rd Street Miami Shores, Florida 33138 (347)281-0407 CharlesJWalter@gmail.com Phase C D 1 Job No 1508 Date July 28th, 2016 MECHANICAL FLOOR PLAN M-001 1. SECURE ALL WARRANTIES, MANUALS, ETC. FOR EQUIPMENT AND SUBMIT TO OWNER. 2. FIELD VERIFY EXISTING CONDITIONS PRIOR TO BID/CONSTRUCTION. REPORT ANY DISCREPANCIES TO ARCHITECT/ENGINEER. 3. COORDINATE WORK WITH OTHER TRADES. 4. ALL EQUIPMENT AND COMPONENTS USED SHALL BE LISTED FOR THEIR INSTALLED PURPOSE. 5. MAINTAIN FILTERS IN A/C UNITS AT ALL TIMES DURING CONSTRUCTION. PROVIDE NEW FILTERS AND ONE SPARE SET PER UNIT UPON OWNER'S ACCEPTANCE. 6. PROVIDE TEST AND BALANCE REPORT UPON COMPLETION. SUBMIT REPORT TO OWNER/ARCHITECT. ALLOW FOR ONE CALL BACK TO REBALANCE TO SUIT OWNER. 7. CONDENSATES ARE NEW COPPER SIZED AS PER MANUFACTURER AND INSULATED. 8. ALL REFRIGERANT LINES SHALL BE NEW COPPER LINES SIZED AS PER MANUFACTURER. SUCTION LINE SHALL BE INSULATED. EXACT ROUTING TO BE COORDINATED BETWEEN MANUFACTURER, CONTRACTOR AND OWNER. CONTRACTOR TO DETERMINE LONG LINE SIZING REQUIREMENTS, IF REQUIRED. 9. CONDENSATE AND REFRIGERANT PIPING SHALL BE INSULATED WITH 3/4" CLOSED CELL FLEXIBLE ELASTOMERIC WITH FLAME SPREAD AND SMOKE DEVELOPED RATINGS OF NO I GREATER THAN 25/50. EXTERIOR PORTIONS OF REFRIGERANT PIPING SHALL BE LAMI NATED WITH METAL FOIL AND COMPOSITE POLYMER FOR UV AND CHEMICAL RESISTANCE. 10. MAINTAIN RECORD DRAWINGS OF THE INSTALLATION AND NOTING ANY DEVIATIONS FROM THESE DOCUMENTS SUBMIT TO OWNER/ARCHITECT/ENGINEER. 11. SUBMIT DRAWINGS AND/OR CUT SHEETS OF ALL MATERIALS & EQUIPMENT FOR APPROVAL PRIOR TO ORDER/PURCHASE. 12. ALL CONSTRUCTION TO COMPLY WITH LATEST EDITIONS OF FLORIDA BUILDING CODE, ASHRAE, AND SMACNA STANDARDS. 13. PROVIDE GREATER OF MANUFACTURER RECOMMENDED OR CODE REQUIRED CLEARANCES FOR ALL EQUIPMENT. 14. CONTRACTOR TO ENSURE EXISTING STRUCTURE REMAINS INTACT DURING ALL PHASES OF CONSTRUCTION, 15, FIELD VERIFY ALL EXISTING & NEW PENETRATIONS. COORDINATE WITH GENERAL CONTRACTOR AND STRUCTURAL ENGINEER. 16. ALL PENETRATIONS OF FIRE OR SMOKE RATED ASSEMBLIES SHALL BE PROPERLY PROTECTED. 17. ANY NEW PENETRATIONS TO THE BUILDING ENVELOPE (INCLUDING ROOF AND FLOOR) MUST BE AUTHORIZED BY THE OWNER/LANDLORD IN ADVANCE, WHO MAY REQUIRE THESE PENETRATIONS TO BE INSTALLED BY A SPECIFIC CONTRACTOR TO MAINTAIN WARRA NTY. 18. ALL HVAC EQUIPMENT THAT IS INSTALLED AT 16'-0" OR HIGHER ABOVE FINISHED FLOOR SHALL BE PROVIDED WITH PERMANENT APPROVED MEANS OF ACCESS FROM THE FLOOR LEVEL UP TO THE APPLIANCE'S SERVICE SPACE. REFER TO FBC MECHANICAL 306.5 AND COORDINATE EXACT REQUIREMENTS WITH AHJ. 19. ALL CONCEALED EQUIPMENT AND VALVES SHALL HAVE ACCESS PANELS SIZED AND LOCATED TO ALLOW SERVICING AND REPLACEMENT OF EQUIPMENT; PROVIDE SHOP DRAWINGS OF PROPOSED PANELS TO OWNER, ARCHITECT AND ENGINEER FOR REVIEW PRIOR TO PURCHASE. DUCTWORK: SUPPLY & RETURN: RIGID 800 FIBERGLASS R-6 FOILFACED WITH U.L. 181 CLASS 1 AIR DUCT FLEX. AIR DISTRIBUTION SYSTEM AND ALL MATERIALS (REINFORCEMENT, ADHESIVES, SEALANTS, LINERS, ETC.) TO BE CONSTRUCTED IN COMPLIANCE WITH THE LAT EST EDITION OF SMACNA'S PUBLICATION "HVAC DUCT CONSTRUCTION STANDARDS METAL AND FLEXIBLE", AND NAIMA'S PUBLICATION "FIBROUS GLASS DUCT CONSTRUCTION STANDARDS, 5TH ED", AS APPROPRIATE. PROVIDE MANUAL VOLUME DAMPERS AT ALL BRANCHES. FRESH AIR: SNAPLOCK INSULATED WITH R-6 FOILFACED WRAP, DUCTED TO WALLCAP WITH BACKDRAFT DAMPER. PROVIDE ACCESSIBLE MANUAL VOLUME DAMPER NEAR CONNECTION TO RETURN AIR SYSTEM. DAMPER MAY BE A NONMOTORIZED'GRAVITY DAMPER WITH MAXIMUM 20 CFM/SQ.FT. AT 1"WG PER FBC 2014 ENERGY C402.4.5.2 EXCEPTION 1.3 FOR BUILDINGS OF ANY HEIGHT ANYWHERE IN THE STATE OF FLORIDA. PROVIDE A LINE ITEM BID ALTERNATE FOR A MOTORIZED CLASS I LEAKAGE DAMPER INTERLOCKED WITH AHU, WITH NIGHT SETBACK CONTROLLER. GENERAL/TOILET EXHAUST' SNAPLOCK INSULATED WITH R-6 FOILFACED WRAP, DUCTED TO WALLCAP WITH BACKDRAFT DAMPER. ALL ADHESIVES, MASTICS, SEALANTS, ETC. SHALL COMPLY WITH LOW-VOC REQUIREMENTS AS DEFINED BY SCAQMD RULE #1168 (I.E., COMPLIANT WITH LEED EQc4.1). ALL DUCT DIMENSIONS SHOWN ARE CLEAR INSIDE DIMENSIONS. ADD 3" TO EACH DIMENSION TO ALLOW FOR INSULATION. FOR EXAMPLE, A 12x10 DUCT MEASURES APPROXIIMATELY 15x13 OUTSIDE DIMENSIONS. THERMOSTATS: NEW BASED ON HONEYWELL. HEAT/COOL/FAN/AUTO/OFF - 24/7/365 - PROGRAMMABLE WITH BATTERY BACKUP BY A/C MANUFACTURER. WITH 2-SPEED CU/VARIABLE SPEED AHU CONTROL. AIR DISTRIBUTION: NEW BASED ON TITUS - REFER TO SCHEDULE SUPPLY DIFFUSERS: TO BE PROVIDED WITH OPPOSED BLADE DAMPERS. SIZE, NECK, CFM AS NOTED. RETURN/TRANSFER GRILLES: SIZE AS NOTED. ALL GRILLES TO BE ALUMINUM. COORDINATE BORDER TYPES WITH ARCHITECT. ALL GRILLES SHALL BE FULLY SUPPORTED FROM THE STRUCTURE, NOT FROM THE DUCTWORK. TOILET EXHAUST FAN: NEW BASED ON GREENHECK - REFER TO SCHEDULE. FURNISH FANS WITH INTEGRAL BACKDRAFT DAMPER OR PROVIDE IMMEDIATELY DOWNSTREAM OF DISCHARGE. TERMINATE AT WALL OR ROOF PER FLOOR PLANS, WITH BACKDRAFT DAMPER AND WIRE MESH SCREEN. ROOF TERMINATIONS SHALL FINISH MINIMUM 8" ABOVE ROOF DECK. DUCTWORK SHALL BE SIZED PER PLANS, NOT PER FAN OUTLET CONNECTION. A/C UNITS: NEW BASED ON LENNOX - REFER TO SCHEDULE REFRIGERANT LINES TO BE SIZED AS PER MANUFACTURER BASED ON ROUTING. PROVIDE FLOAT SWITCH AT FACTORY SECONDARY CONDENSATE CONNECTION TO DE -ENERGIZE AHU'S. IF NO FACTORY OVERFLOW CONNECTION IS PRESENT, FURNISH NEW DRAIN PAN AND INSTALL FLOAT SWITCH IN DRAIN PAN AS PER FBC MECHANICAL 307.2.3. A/C SYSTEMS DESIGNED FOR REFRIGERANT R-410A. AHU'S TO HAVE BUILT-IN ELECTRICAL CIRCUIT BREAKER. PROVIDE MINIMUM 4" CLEARANCE AROUND ALL SIDES OF AHU'S AND 36" ON SERVICE ACCESS SIDE OR MANUFACTURER RECOMMENDED CLEARANCE, WHICHEVER IS GREATER. PROVIDE MINIMUM 24" CLEARANCE AROUND ALL SIDES OF ACCU'S AND 36" ON SERVICE ACCESS SIDE OR MANUFACTURER RECOMMENDED CLEARANCE, WHICHEVER IS GREATER. CONTRACTOR TO COORDINATE CONDENSING UNIT LOCATIONS AND TIE DOWN METHODS WITH STRUCTURAL ENGINEER. PROVIDE FILTER DRIER, SIGHT GLASS, LIQUID LINE SOLENOID VALVE AND SIMILAR MANUFACTURER ACCESSORIES REQUIRED FOR A COMPLETE FUNCTIONING SYSTEM. OUTDOOR REFRIGERANT CIRCUIT ACCESS PORTS SHALL HAVE LOCKING -TYPE TAMPER -RESISTANT CAPS. ALL EQUIPMENT SHALL BE INSTALLED FULLY ABOVE FLOOD ELEVATION; NOTIFY ENGINEER PRIOR TO INSTALLATION IF RACKS ARE REQUIRED FLORIDA ENERGY CODE COMPLIANCE: THE ATTACHED ENERGY CALCULATIONS E A UPON THE FOLLOWING BUILDING ENVELOPE DATA: ROOF: MINIMUM R-20 INSULATION AT R00 ECK. i WALLS: MINIMUM R-10 INSULATION. GLASS: SINGLE PANE LOW-E, METAL FRAME U-VALUE 0.9, SHGC 0.4. LIGHTING: REFER TO ELECTRICAL PLANS AND ATTACHED ENERGY CALCULATIONS FOR DESIGNLPD. SUPPLY DUCT IN ATTIC. COORDINATE CEILING HEIGHT WITH ARCHITECT. PROVIDE MECHANICAL ATTACHMENT` AS PER FBC MECHANICAL 603.1.6 AND FBC ENERGY TABLE 503.2.7.2. TYPICAL OF SUPPLY & RETURN. OUTSIDE AIR MANUAL BALANCING DAMPER REFRIGERANT LINES Q (SUCTION INSULATED). AUX. DRAIN TO FLOAT SWITCH. r MIN 4"' TF CONDENSATE LINE PROVIDE TRAP & CO. MIN. 3" EXHAUST FAN SCHEDULE Number EF-A Status NEW Manufacturer GREENHECK Model SP-A90 CFM 74 ESP 0.2" WC Voltage 1/115/60 Amps 0.4 Weight 12 LBS Thermal Protection YES Accessories BS-BDD SONES ID•9 1-KUVIUt nuU Al rAN, )p4mrLubm uvui SIZED AS PER PLANS. WHEN DUCTED TO ROOFCAP, FINISH MINIMUM 8" ABOVE ROOF DECK. PROVIDE ACCESS PANELS FOR INLINE FANS. AIR DISTRIBUTION BASED ON TITUS SUPPLY DIFFUSERS: S1 ® TITUS 300FL, DOUBLE DEFLECTION, CFM PROVIDE FACE OPERABLE OPPOSED BLADE DAMPER. SIZE, NECK, CFM AS NECK NOTED. COORDINATE BORDER WITH ARCHITECT. COORDINATE COLOR WITH OWNER. RETURN GRILLES: R1 TITUS 35OFL. SIZE, NECK, CFM AS CFM NOTED. COODINATE BORDER WITH NECK ARCHITECT. COORDINATE COLOR WITH OWNER. CONTRACTOR SHALL FABRICATE PLENUM BOXES FOR ALL GRILLES. PLENUMS SHALL MATCH THE NECK OF THE GRILLE, AND SHALL BE DEEP ENOUGH TO ALLOW THE FLEXIBLE DUCT TAP TO BE INSTALLED ON THE SIDE OF ( THE PLENUM WHEN NECESSARY, �rl In TYPICAL ROOF CAP TYPICAL ROOF CAP BACKDRAFT VIBRATION HANGER SPRING TYPE WITH NEOPRENE ISOLATOR 3 8" THREADED RODS WHITE— CEILING GRILLE 5 TYPICAL WALL CAP SPEED CONTROL NOTES: (SOLID STATE) 1. PROVIDE BACKDRAFT DAMPER WITH BIRDSCREEN. 2. FLASH & SEAL WALL AND ROOF CAP. 3. PROVIDE INTERNAL VIBRATION ISOLATION AND SOUND INSULATION. 4. SUPPORT FAN FROM STRUCTURE. CEILING FAN DETAIL N.T.S. DUCTWORK 2 FT. MAX. L=W/4, 4" MIN. Ly J 71 > -7 9 OPPOSED BLADE DAMPER WITHIN 2 FT. OF BRANCH DUCT TAKEOFF 45' ENTRY BRANCH CONNECTION DETAIL N.T.S. ROOF OR ATTIC -_ - CEILING;==- ___w_.___ _ __ _ SEAL ALL WALL PENETRATIONS WITH f EXPANDING INSULATING FOAM SEALANT. REFRIGERANT PIPING NOTES: • FIELD COORDINATE EXACT ROUTING OF REFRIGERANT PIPING TO PROVIDE THE SHORTEST POSSIBLE RUN. PIPING SHALL NOT EXCEED 100'. • ALL UNDERGROUND REFRIGERANT PIPING IS OUTDOORS AND SHALL NOT RUN BENEATH A CONCRETE FLOOR. THUS, NO PIPE DUCT OR SLEEVE IS REQUIRED. SEE FBC MECHANICAL 1107.2.1. • PIPING ONLY RUNS UNDERGROUND IF ACCU IS LOCATED MORE THAN 12" FROM THE EXTERIOR WALL. • SEE ALSO REFRIGERANT PIPING DETAIL FOR ADDITIONAL INFORMATION. CONDENSING UNIT TIE DOWN NOTE: TIE -DOWN CLIP BY MIAMI TECH, INC.; INSTALL THREE CLIPS ON EACH LONG SIDE OF THE UNIT (SIX TOTAL), WITH TWO MIN. 36"HIGH #10 SHEET METAL SCREWS INTO ACCU HOUSING PER CLIP. SA PLENUM EXTERIOR WALL -si CLIPS SHALL BE ANCHORED TO SLAB WITH 1/4" TAPCON; I AHU MIN. 1-3/4" EMBED AND 2-1/2" MIN CLEAR FROM EDGE. SEE ATTACHED ENGINEERED DRAWINGS FOR ADDITIONAL INFORMATION ON TIE -DOWN CLIP COMPLYING WITH 2O10 FBC. (I" PROVIDE LINE i HIDE PIPE CHASE CONDENSER AHU MOUNTING DETAIL N.T.S. ROUND SPIN -IN COLLAR MOUNT IN SIDE OF DUCT UPPER ATTACHMENT UNLESS SPECIFICALLY -- DUCT SEALER AT SPIN PER SMACNA.---,----,,,SHOWN OTHERWISE i COLLAR CONNECTION TO MAIN. ' ti, FLEXIBLE DUCT ADJUSTABLE CLAMP �.� SUPPLY DUCT SIZE 6'MIN-10'MAX ! \ AS SHOWN ON PLANS \ 1 i LENGTH. MAX. SPACING 5 FEET AND BETWEEN AG 1/2" 2" PER FOOT MAXIMUM D/8 OFFSET SUPPORT POINTS \ ALLOWED IN LAST' D INCHES TO DEVICE WHERE D IS THE �0 INTERNAL FLEX DIAMETER - - -SEE FLEXIBLE DUCT NOTES #4 NECK SIZE TO MATCH FLEX VOLUME DAMPER WITH LOCKING DUCT SIZE -- ADJUSTABLE CLAMP QUADRANT AND 2" STANDOFF INDICATED --- ., -- DUCT SEALER (PROVIDE FACE OPERABLE DAMPER AT r GRILLE IF CEILING IS NOT ACCESSIBLE.) _INSULATE TOP PANEL OF LAY -IN DIFFUSER. SEAL INSULATION t - . TO DIFFUSER- NOT TO T-BAR GRID. � � 1 1 AIR DISTRIBUTION DEVICE, SEE SCHEDULE. (LAY -IN SHOWN, CEILING - SURFACE MOUNT SIMILAR). (T-BAR SHOWN, ALTERNATE CONNECTION: GYP -BOARD SIMILAR). FOR SQUARE AND RECTANGULAR GRILLE NECKS, FIELD FABRICATE - - FIBERGLASS DUCT PLENUM BOX TO BE CONSTRUCTED TALL ENOUGH TO ALLOW CONNECTION WITHOUT DISTORTING CIRCULAR SHAPE OF FLEXIBLE DUCT. DUCT CONNECTION MAY BE MADE TO TOP OR SIDE OF PLENUM BOX AS APPROPRIATE. DRYWALL CEILING FLEXIBLE DUCT DETAIL AIR DISTRIBUTION DEVICE, --- SEE SCHEDULE. (SQUARE N.T.S. NECK, SURFACE MOUNT SHOWN; LAY -IN SIMILAR). FLEXIBLE DUCT NOTES 1. FLEXIBLE DUCTS SHALL BE ONE-PIECE AND SHALL NOT BE SPLICED TOGETHER. 2. FLEXIBLE DUCTS SHALL ONLY TERMINATE AT GRILLES. IT IS UNACCEPTABLE TO TERMINATE FLEXIBLE DUCTWORK AT A PLENUM BOX FOR CONNECTION OF ADDITIONAL BRANCHES OR ANYTHING SIMILAR. 3. EXTEND FLEXIBLE DUCT INSULATION TO DUCT/DIFFUSER PANEL INSULATION AND SEAL WITH MASTIC. 4. MINIMUM 1 %" WIDE 22 GAUGE GALVANIZED STRAP HANGER WITH HEMMED EDGES IN ACCORDANCE WITH SMACNA. 5. FLEXIBLE AIR DUCT SHALL BE FULLY EXTENDED AND NOT COMPRESSED, WITH ELBOW RADIUS NO LESS THAN R/D = 1.0 6. DUCT CONSTRUCTION SHALL COMPLY WITH FBC MECHANICAL 603 AND FBC ENERGY TABLE 503.2.7.2. FBC MECHANICAL 603.10.3 FLEXIBLE DUCT INSTALLATION AND SUPPORT. FLEXIBLE DUCTS SHALL BE CONFIGURED AND SUPPORTED SO AS TO PREVENT THE USE OF EXCESS DUCT MATERIAL, PREVENT DUCT DISLOCATION OR DAMAGE, AND PREVENT CONSTRICTION OF THE DUCT BELOW THE RATED DUCT DIAMETER IN ACCORDANCE WITH THE FOLLOWING REQUIREMENTS: L NOT EXCEED 5 AL EXTENDED LENG TH OF DUCT MATERIAL SHALL DUCTS SHALL BE INSTALLED FULL Y EXTENDED. THE TOT 1. DUC A PERCENT OF THE MINIMUM REQUIRED LENGTH FOR THAT RUN. 2. BENDS SHALL MAINTAIN A CENTER LINE RADIUS OF NOT LESS THAN ONE DUCT DIAMETER. 3. TERMINAL DEVICES SHALL BE SUPPORTED INDEPENDENTLY OF THE FLEXIBLE DUCT. 4. HORIZONTAL DUCT SHALL BE SUPPORTED AT INTERVALS NOT GREATER THAN 5 FEET. DUCT SAG BETWEEN SUPPORTS SHALL NOT EXCEED %INCH PER FOOT OF LENGTH. SUPPORTS SHALL BE PROVIDED WITHIN '%FEET OF INTERMEDIATE FITTINGS AND BETWEEN INTERMEDIATE FITTINGS AND BENDS. CEILING JOISTS AND RIGID DUCT OR EQUIPMENT MAY BE CONSIDERED TO BE SUPPORTS. 5. VERTICAL DUCT SHALL BE STABILIZED WITH SUPPORT STRAPS AT INTERVALS NOT GREATER THAN 6 FEET. 6. HANGERS, SADDLES AND OTHER SUPPORTS SHALL MEET THE DUCT MANUFACTURER'S RECOMMENDATIONS AND SHALL BE OF SUFFICIENT WIDTH TO PREVENT RESTRICTION OF THE INTERNAL DUCT DIAMETER. IN NO CASE SHALL THE MATERIAL SUPPORTING FLEXIBLE DUCT THAT IS 1N DIRECT CONTACT WITH IT BE LESS THAN 1 %INCHES WIDE. CAULK ALL ALONG UPPER JOINT BETWEEN LINE HIDE COVER AND EXTERIOR WALL. UNISTRUT CHANNEL SURFACE MOUNTED AND ANCHORED THROUGH BACK OF CHANNEL TO EXTERIOR WALL WITH STAINLESS STEEL CONCRETE ANCHORS AND FENDER WASHERS. MIN. 20 GA GALVANIZED SHEET METAL COVER PAINTED TO MATCH EXTERIOR WALL (LINE HIDE COVER). FASTEN TO WALL WITH CONCRETE ANCHORS. PIPE CLAMP REFRIGERANT PIPING. PROVIDE INSULATION ON _ I I SUCTION LINE. EXTERIOR INSULATION SHALL BE �/ FLEXIBLE ELASTOMERIC AND PROTECTED FROM DIRECT SUN EXPOSURE BY LINE HIDE COVER OR LAMINATION (SEE NOTES). INTERIOR INSULA1ON SHALL HAVE MAXIMUM FLAME SPREAD AND SMOKE DEVELOPED INDICES OF 25 AND 50 RESPECTIVELY. e'er �t rrr s" 16 GA SHEET METAL SADDLE SECURED ----/, AROUND INSULATION BEFORE ATTACHING r PIPE CLAMP. PROVIDE 4" LONG SECTION OF INSULATION AT PIPE CLAMP FOR < UNINSULATED PIPING. r N.T,S, vv v v v I v HVAC HEAT PUMP UNIT SCHEDULE BASED ON DAIKIN LIQ SUC REFRIG WxDxH AHU FAN COIL MODEL VOLT MCA MOCP HEAT FULL QT FULL QS FULL CFM SEER HSPF WxDxH WEIGHT COMMENTS CU MODEL VOLTS MCA MOCP 1/240/60 21.9 35A 3/8 7/8 r�EIG��HTJ R-410A 35.5"x35.5"x38.5"MBVC1600BA-1 / CAPF3743C6 / TXV 1/240/60 6.3 15A 35.4 32.6 26.4 1250 18.0 9.5 21"x21"x60" 143 LBS SEE NOTES CU-1 DZ18TC0361 1/240/60 21.9 35A 3/8 7/8 R-410A 35.5x35.5x38.546 LBS AHU-2 MBVC1600BA-1 / CAPF3743C6 / TXV 1/240/60 6.3 15A 35.4 32.6 26.4 1250 18.0 9.5 21%21"x60" 143 LBS SEE NOTES CU-2 DZ18TC0361 1 I MECHANICAL NOTES AND DETAILS 'r SCALE: N.T.S. PIPING THESE PLANS ARE FOR BUILDING DEPARTMENT REVIEW ONLY. THEY ARE NOT TO BE CONSTRUED AS CONSTRUCTION DOCUMENTS UNTIL ALL BUILDING DEPARTMENT APPROVALS ARE OBTAINED. EXTERIOR WALL SEAL ALL WALL PENETRATIONS WITH EXPANDING INSULATING FOAM SEALANT. COORDINATE WEATHERPROOFING WITH ARCHITECT AND GENERAL CONTRACTOR. PROJECT #: 4597 RCI C.A.#: 27662 Engineering, Inc. BRIAN D. COLDWELL, PE - LIC #67527 OSCAR E. SEBELEN, PE - LIC #66481 5450 GRIFFIN ROAD SUITE A, DAVIE, FL 33314 P:954.680.2690 F:954.414.9393 www.rcieng.com E SEBE( No.I Revision I Date 1 ON 93RD 94 NE 93rd Street Miami Shores, FL 33138 Charles Walter 94 NE 93rd Street Miami Shores, Florida 33138 (347)281-0407 CharlesJWalter@gmail.com Phase C D Job No 1508 MECHANICAL NOTES AND DETAILS M-002 L c-XISTING EXTERIOR C,MU FENCE AND GATES EXISTING TANK VVATER - — HEATER TO BE REPLACED - SEE PLUMBING DRA':NINGS J CL SK LAL �T n EXISTING NOT IN SCOPE 1 1 SANITARY FLOOR PLAN —I—SCALE: 1/4" = 1'-0" 1 GAS PIPING DETAIL KEY NOTES O UPSTREAM LP GAS PIPING FROM TANK. O SHUT-OFF VALVE. O THREADED AND PLUGGED TEE INSTALLED TO ALLOW CONNECTION TO A PRESSURE MEASURING INSTRUMENT, AND SHALL SERVE AS A SEDIMENT TRAP. ® PRESSURE REGULATOR LISTED FOR OUTDOOR INSTALLATION. MAINTAIN MINIMUM 10' CLEARANCE FROM SOURCES OF IGNITION, OR EXTEND VENT. O MAXIMUM 6" BETWEEN REGULATOR AND DOWNSTREAM PLUG. © THREADED AND PLUGGED TEE INSTALLED TO ALLOW CONNECTION TO A PRESSURE MEASURING INSTRUMENT. PROVIDE UNION AS REQUIRED TO CONNECT PIPING TO APPLIANCE INLET. COORDINATE EXACT LOCATION OF STUB -UPS WITH OWNER. FUEL CONSUMPTION RATES SHOWN ARE ESTIMATES; VERIFY ALL VALUES WITH EQUIPMENT NAMEPLATE DATA AND NOTIFY ENGINEER OF ANY CHANGES PRIOR TO INSTALLATION. PIPING FROM UNION TO APPLIANCE SHALL BE FLEXIBLE AND LISTED IN ACCORDANCE WITH FBC. PROVIDE RESTRAINING CABLE PERMANENTLY FASTENED FROM APPLIANCE TO SLAB TO MAINTAIN 12" OF SLACK IN FLEXIBLE PIPING WHEN RESTRAINING CABLE IS FULLY EXTENDED IN ANY DIRECTION. ® GAS UTILIZATION EQUIPMENT. TO SEPTIC TANK SEE SP-101 FOR CONTINUATION r To � 0 \ \ CO 2" 2 3". \ \ s1 \ S1( 5S 4FO) 2 SANITARY ISOMETRIC DIAGRAM a " SCALE:N.T.S. 11Go PFO fo 55P1"210t1 5fcfIN0P G00 PLUMBING LEGEND SANITARY — VENT — — — COLD WATER — — — — — — HOT WATER _- _- _.—. _.—. _ GAS HOT WATER RETURN CONDENSATE V VENT UP w P-TRAP VTR VENT THRU ROOF ----------- DRAIN W/O TRAP FU FIXTURE UNIT INDIRECT WASTE WFU WATER SUPPLY FIXTURE UNITS CO CLEAN OUT -D PIPE DOWN FCO FLOOR CLEAN OUT _ 0 PIPE UP x TEE DOWN e TEE UP —ram TEE TO THE SIDE SANITARY KEY NOTES S1 ESTIMATED CONNECTION OF EXISTING BUILDING DRAIN BRANCHES TO NEW BUILDING SEWER. FIELD VERIFY EXISTING QUANTITY, LOCATIONS AND INVERTS PRIOR TO START; ADJUST AS NEEDED TO CHANGE DIRECTION TO RELOCATED DRAINFIELD AS SHOWN. REFER TO SP-101 FOR SEPTIC TANK INFORMATION. ®WASHING MACHINE TO BE REMOVED. COORDINATE RETENTION WITH OWNER; SANITARY LINE TO BE CAPPED. PROPANE GAS KEY NOTES o IV G1 NEW PROPANE ABOVE GROUND STORAGE TANK. CONFIRM PREFERRED TANK SIZE WITH OWNER PRIOR TO BID. @ PROVIDE REGULATOR TO DROP TO 11" WC. PROVIDE VENTING WITH INSECT SCREEN EXTENDED AT LEAST 10' FROM BUILDING OPENINGS AND SOURCES OF IGNITION (I.E., CONDENSING UNITS), IF NECESSARY. COORDINATE REGULATOR SELECTION WITH TOTAL CAPACITY REQUIREMENTS OF ALL APPLIANCES AND PROVISIONS FOR FUTURE LOADS PRIOR TO PURCHASE. PROVIDE UNION AS REQUIRED TO CONNECT TANK OUTLET TO REGULATOR INLET. © ABOVEGROUND PIPING. SIZING IS BASED ON THE EQUIVALENT PIPING LENGTHS, EQUIPMENT CAPACITIES AND PRESSURE LISTED ON THE RISER. NOTIFY ENGINEER PRIOR TO INSTALLING ANY PIPING IF THESE VALUES ARE TO BE EXCEEDED. ® UNDERGROUND PIPING. SIZING IS BASED ON THE EQUIVALENT PIPING LENGTHS, EQUIPMENT CAPACITIES AND PRESSURE LISTED ON THE RISER. NOTIFY ENGINEER PRIOR TO INSTALLING ANY PIPING IF THESE VALUES ARE TO BE EXCEEDED. CONTRACTOR TO COORDINATE EXACT ROUTING WITH OWNER AND FIELD CONDITIONS. CALL 811 OR 800-432-4770 PRIOR TO DIGGING OR TRENCHING. A PROFESSIONAL UNDERGROUND LOCATOR SERVICE IS RECOMMENDED IN ADDITION. GS PROVIDE UNION WITH SHUTOFF VALVE AS REQUIRED TO CONNECT PIPING TO APPLIANCE INLET. COORDINATE EXACT LOCATION OF STUB -UPS WITH OWNER. FUEL CONSUMPTION RATES SHOWN ARE ESTIMATES; VERIFY ALL VALUES WITH EQUIPMENT NAMEPLATE DATA AND NOTIFY ENGINEER OF ANY CHANGES PRIOR TO INSTALLATION. PIPING FROM SHUTOFF VALVE TO APPLIANCE SHALL BE FLEXIBLE AND LISTED IN ACCORDANCE WITH FBC. PROVIDE RESTRAINING CABLE PERMANENTLY FASTENED FROM APPLIANCE TO SLAB TO MAINTAIN 12" OF SLACK IN FLEXIBLE PIPING WHEN RESTRAINING CABLE IS FULLY EXTENDED IN ANY DIRECTION. IMMEDIATELY NOTIFY ENGINEER IF PROPOSED APPLIANCE IS NOT LISTED FOR 11" WC PROPANE. GAS PIPING MATERIAL AND CODE TABLES 11" W.C. LP GAS PIPING: • LONGEST RUN: 60 FEET. 1 TOTAL LOAD: 199 MBTU . • UNDERGROUND PIPING FROM TANK REGULATOR UP TO EACH INDIVIDUAL GAS APPLIANCE TO BE POLYETHYLENE PLASTIC PIPE 0 11" W.C. SIZED AS PER 2014 FBC FUEL GAS CODE TABLE 402.4(35) [RESIDENTIAL TABLE G2413.4(19)]. • ABOVEGROUND PIPING FROM TANK REGULATOR UP TO EACH INDIVIDUAL GAS APPLIANCE TO BE SCH 40 METALLIC PIPE 0 11" W.C. SIZED AS PER 2010 FLORIDA FUEL GAS CODE TABLE 402.4(28) [RESIDENTIAL TABLE G2413.4(12)]. Izo @ GgsNI G1 �k I• 3/4• J G4 \ �L���TER 3� (60 \ J \ G4� 3„ 3 I GAS ISOMETRIC DIAGRAM SCALE:N.T.S. jj[!R I LAV WALTER ON 93RD 94 NE 93rd Street Miami Shores, FL 33138 Charles Walter 94 NE 93rd Street Miami Shores, Florida 33138 (347)281-0407 CharlesJWalter@gmail.com (Phase V U I Job No 1508 Date July 28th, 2016 SANITARY FLOOR PLAN P-002 GENERAL PLUMBING NOTES GENERAL: 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH FBC-2014 AND ALL APPLICABLE LOCAL CODES, RULES AND ORDINANCES. 2. WORK UNDER THIS SECTION INCLUDES FURNISHING ALL LABOR, EQUIPMENT, MATERIALS, SUPPLIES AND COMPONENTS AS PERFORMING ALL OPERATIONS AS NECESSARY FOR THE INSTALLATION OF THE COMPLETE PLUMBING SYSTEM. 3. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 4. SUBMIT MANUFACTURER'S DATA AND SHOP DRAWINGS ON ALL EQUIPMENT FOR REVIEW BEFORE INSTALLATION. 5. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. 6. ALL DIMENSIONS AND ACTUAL CONSTRUCTION CONDITIONS MUST BE VERIFIED AT THE JOB SITE. 7. THE CONTRACTOR PERFORMING THE WORK SHALL COORDINATE ALL HIS WORK WITH OTHER TRADES AND FIELD CONDITIONS. 8. PLUMBER SHALL NOT DEVIATE FROM THE SANITARY CONNECTION FORMAT WITHOUT ENGINEER'S APPROVAL. 9. THE CONTRACTOR PERFORMING THE WORK, PRIOR TO SUBMITTING HIS BID PRICE, SHALL VISIT THE SITE, FAMILIARIZE HIMSELF WITH ALL FIELD CONDITIONS AND SHALL OBTAIN ALL REQUIRED INFORMATION NECESSARY TO COMPLETE THE JOB. ANY DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE DRAWINGS AND ACTUAL WORK REQUIRED TO COMPLETE THE JOB SHALL BE TAKEN INTO ACCOUNT IN THE BID PRICE. 10. CONTRACTOR SHALL PROVIDE AND PAY FOR ALL PERMITS, FEES, TAXES, TESTING, INSURANCE, SCAFFOLDING AND OTHER ITEMS NECESSARY TO PROVIDE A COMPLETE AND CODE ACCEPTABLE OPERATING SYSTEM. 11. ALL WORK SHALL BE INSTALLED IN A NEAT AND ORDERLY MANNER WITH CAREFUL CONSIDERATION GIVEN TO SUPPORTING AND PITCHING OF PIPING. 12. ALL FIXTURES AND MATERIALS MUST BE NEW. ALL PLUMBING FIXTURES SHALL MEET STATE AND LOCAL CODES. 13. THE PLUMBING PLANS ARE DIAGRAMMATIC AND DO NOT SHOW EVERY ITEM REQUIRED. DO NOT SCALE FOR EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. 14. FULLY COORDINATE ALL MOUNTING HEIGHTS, LOCATIONS AND REQUIREMENTS WITH ALL PROJECT PLANS AND TRADES BEFORE INSTALLATIONS. 15. NOTIFY THE ARCHITECT OR ENGINEER OF ANY DISCREPANCIES BETWEEN THE PROJECT DOCUMENTS AND THE ACTUAL CONDITIONS PRIOR CONTINUING CONSTRUCTION. 16. VERIFY LOCATION, SIZE AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. PROVIDE ACCURATE LAYOUT, GRADES AND ELEVATIONS. SET SLEEVES AND OPENINGS IN AMPLE TIME_ PROTECT ALL WORK AND EQUIPMENT FROM DAMAGE. 17. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE A PART OF THIS CONTRACT. 18. DO NOT COMPROMISE THE INTEGRITY OF ARCHITECTURAL FEATURES AND STRUCTURAL ELEMENTS WHEN INSTALLING PIPES AND FIXTURES. 19. ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED FROM FIRE, SMOKE AND WATER PENETRATION BY FILLING VOIDS BETWEEN PIPE & WALL/FLOOR SLEEVES WITH U.L. APPROVED FIRE/SMOKE/WATER SEALANT. 20, CONTRACTOR SHALL KEEP A SET OF AS-BUILTS DRAWINGS ON THE JOB SITE AT ALL TIMES AND DELIVER A SET OF UP TO DATE AS-BUILTS TO THE ENGINEER & OWNER AT THE COMPETITION OF THE PROJECT. 21. ALL EXPOSED INTERIOR PIPING, FAUCETS, CLEAN -OUT COVERS, ETC. SHALL BE CHROME PLATED UNLESS OTHERWISE NOTED (U.O.N.). 22. ALL METALLIC PIPING EXPOSED TO WEATHER SHALL BE PAINTED WITH 2 COATS OF RUST RESISTANT PAINT. 23. OTHER THAN CAST-IRON OR GALVANIZED STEEL, CONCEALED PIPING RUNNING THROUGH STUDS, JOISTS, ETC. SHALL BE PROTECTED BY MIN. 16 GAGE STEEL SHEET PLATES IF WITHIN 1-1/2" OF THE FACE OF THE MEMBER. 24. OTHER THAN CPVC, ALL PIPES PASSING THROUGH CONCRETE OR CINDER SHALL BE WRAPPED OR SLEEVED WITH A MINIMUM 0.01" THICK CORROSION RESISTANT MATERIAL. REFER TO FBC PLUMBING 305.1.2 IF PASSING THROUGH SLAB -ON -GRADE. RAINWATER SANITARY WASTE STORM DRAIN AND VENT PIPING: 1. PIPING SHALL BE CAST IRON NO -HUB ABOVE GROUND AND SCHEDULE 40 PVC-DWV BELOW GRADE. FITTINGS SHALL MATCH THE PIPING MATERIAL. 2. ALL PIPING AND FITTINGS SHALL COMPLY WITH THE STANDARDS LISTED IN FBC RESIDENTIAL TABLES P3002.1(1), P3002.1(2), P3002.2 OR P3002.3 AS APPROPRIATE. 3. PIPING FITTINGS USED FOR CHANGES IN DIRECTION SHALL COMPLY WITH FBC RESIDENTIAL TABLE P3005.1. 4. ALL SANITARY HORIZONTAL PIPING SHALL BE UNIFORMLY SLOPED 1/4" PER LINEAR FOOT FOR DIAMETERS OF 2-1/2" & LESS, AND 1/8" PER LINEAR FOOT FOR DIAMETERS OF 3" & OVER. STORM DRAIN PIPING SLOPE SHALL BE AS NOTED IN CALCULATIONS. 5. EXTENSION OF VENT PIPES THROUGH THE ROOF SHALL BE TERMINATED AT LEAST 12" ABOVE IT. 6. A CONNECTION BETWEEN A VENT PIPE AND A VENT STACK SHALL BE AT LEAST 6" ABOVE THE FLOOD RIM OF THE HIGHEST FIXTURE SERVED BY THE VENT. 7. ALL VENT AND VENT BRANCH PIPE SHALL BE SO GRADED AND CONNECTED AS TO DRAIN DRY. 8. THE JUNCTURE OF EACH VENT PIPE WITH THE ROOF LINE SHALL BE MADE WATER TIGHT BY PROPER FLASHING. 9. ALL SINKS AND LAVATORIES WITH EXPOSED DRAIN PIPES SHALL BE CHROME PLATED COPPER TUBE; REFER TO ARCHITECTURAL PLANS AND FLORIDA'S ACCESSIBILITY CODE FOR ADDITIONAL REQUIREMENTS REGARDING EXPOSED PIPING BENEATH FIXTURES. ALL BRANCH WASTE PIPING IN WALLS TO BE PLAIN COPPER TUBE. DOMESTIC WATER PIPING: 1. NO WATER LINES SHALL RUN INSIDE CONCRETE SLABS. 2. WATER PIPING SHALL BE TYPE 'L' COPPER FOR 2" & UNDER AND TYPE 'K' COPPER FOR 2-1/2" & ABOVE. ALL UNDERGROUND PIPING SHALL BE TYPE 'K' IN POLYETHYLENE SLEEVE. JOINTS WITH 95/5 LEAD-FREE SOLDER, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. COPPER TYPE 'M' OR CPVC FLOWGUARD GOLD PIPE WILL BE ALLOWED FOR WATER DISTRIBUTION INSIDE RESIDENTIAL UNITS AFTER UNIT SHUT-OFF VALVE AND PRV. 3. ALL PIPING AND FITTINGS SHALL COMPLY WITH THE STANDARDS LISTED IN FBC RESIDENTIAL TABLES P2904.4-P2904.6, AS APPROPRIATE. 4. INSTALL CAPPED WATER HAMMER ARRESTOR AND MECHANICAL SHOCK ABSORBERS NOT LESS THAN 3/4" AND 18" HIGH WHERE SHOWN ON WATER RISER AND AT ALL WASHING MACHINES, BATH TUBS AND SHOWERS; WITHIN 12" ON THE SUPPLY SIDE OF THE VALVE WHERE TUB SHOWER HEAD OR FILLSPOUT EXCEEDS 6 FEET FROM THE VALVE; AND AT EACH GROUP OF FIXTURES IN COMMERCIAL BUILDINGS. 5. PROVIDE DIELECTRIC ISOLATION BETWEEN CONTACT OF DISSIMILAR METALS INCLUDING EQUIPMENT CONNECTIONS. 6. POLISHED CHROME ESCUTCHEON PLATES REQUIRED ON ALL WALL PENETRATIONS. 7. EACH FIXTURE AND PIECE OF EQUIPMENT SHALL PROVIDED WITH SHUT OFF VALVES FOR BOTH HOT AND COLD WATER. 8. THE WATER DISTRIBUTION SYSTEM SHALL BE PROTECTED AGAINST BACKFLOW. PROVIDE INCOMING WATER BACKFLOW PREVENTION DEVICES AS SPECIFIED IN FBC PLUMBING SECTIONS 608.13-16. 9. PROVIDE ACCESS PANELS FOR ALL CONCEALED VALVES. ACCESS PANELS IN RATED WALLS MUST MAINTAIN THE SAME RATING & MUST MATCH THE FINISH OF THE WALL IN WHICH IT IS INSTALLED. COORDINATE LOCATION OF ACCESS PANELS WITH ARCHITECT PRIOR TO INSTALLATION. 10.INSTALL AN APPROVED WATER PRESSURE REGULATOR WITH STRAINER WHERE WATER PRESSURE WITHIN A BUILDING EXCEEDS 80 PSI STATIC. 11, ALL SHOWER VALVES SHALL BE ANTI-SCALD/PRESSURE BALANCING. 12. PROVIDE THE WATER HEATER TANK WITH AN APPROVED GALVANIZED DRAIN PAN WITH A MINIMUM OF 2" HIGH SIDES. THE DRAIN PAN SHALL BE EQUIPPED WITH A 3/4" MINIMUM DRAIN OUTLET LOCATED 1/2" ABOVE THE BOTTOM OF THE PAN. 13. PRESSURE AND TEMPERATURE RELIEF VALVES SHALL BE INSTALLED FOR ALL WATER HEATERS (TANK -TYPE AND TANKLESS), AND AN EXPANSION TANK AS REQUIRED. 14. THE HOT WATER SUPPLY TO ANY FIXTURE REQUIRING HOT WATER SHALL BE ON THE LEFT SIDE OF THE FIXTURE UNLESS OTHERWISE SPECIFIED. 15. ALL WATER HEATERS (TANK -TYPE AND TANKLESS) SHALL HAVE THERMOSTATIC CONTROL SETPOINTS IN ACCORDANCE WITH FBC. CONDENSATE PIPING: 1. A/C CONDENSATE PIPES AND FITTINGS SHALL BE COPPER TYPE 'DRAIN, WASTE AND VENT' (DWV) ABOVE GRADE AND PVC SCHEDULE 40 BELOW GRADE. PVC SCHEDULE 40 IS ACCEPTABLE ABOVE GRADE FOR SINGLE FAMILY RESIDENTIAL OCCUPANCIES. GAS PIPING: 1. ALL GAS PIPING SHALL BE AS NOTED ON THE RISER DIAGRAM. ALL PIPING MATERIALS SHALL COMPLY WITH THE STANDARDS IN FBC RESIDENTIAL SECTION G2414 AND SHALL BE LISTED FOR THEIR INTENDED PURPOSE. 2. NO MECHANICAL JOINTS, VALVES OR FITTINGS ARE ALLOWED TO BE CONCEALED. 3. PROVIDE DIELECTRIC UNIONS AT ALL JUNCTIONS. HANGERS AND SUPPORTS: 1. PROVIDE ADJUSTABLE HANGERS, INSERTS AND SUPPLEMENTARY STEEL AS REQUIRED FOR PROPER SUPPORT OF PIPE LINES. 2. ALL HANGERS FOR COPPER PIPES TO BE COPPER PLATED. 3. PROVIDE ISOLATOR PADS ON ALL WATER PIPING HANGERS. 4. HANGER SPACING SHALL BE IN ACCORDANCE WITH FBC RESIDENTIAL TABLE P2605.1. CLEANOUTS: 1. CLEANOUTS SHALL BE PROVIDED AND INSTALLED AT POINTS INDICATED BY 'CO' AND 'FCO' ON DRAWINGS AND AS PER FBC RESIDENTIAL SECTION P3005.2. 2. PROVIDE ACCESS PANEL TO ANY CONCEALED CLEANOUTS AS NECESSARY. GENERAL PLUMBING NOTES INSULATION: 1. HOT WATER AND HOT WATER RETURN PIPING TO BE INSULATED WITH MOLDED FIBERGLASS PIPE INSULATION WITH FACTORY JACKET WITH LONGITUDINAL LAP AND BUTT JOINT STRIPS WITH SELF SEALING ADHESIVE. 1/2" TO 1" PIPING REQUIRES 3/4" INSULATION; 1-1/4" THROUGH 2" PIPING REQUIRES 1-1/2" INSULATION. 2. CONDENSATE RUNS ABOVE GROUND MUST BE INSULATED WITH INSULATED WITH 3/4" CLOSED CELL FLEXIBLE ELASTOMERIC WITH FLAME SPREAD AND SMOKE DEVELOPED RATINGS OF NO GREATER THAN 25/50. 3. STORM DRAIN WITHIN THE CONDITIONED SPACE SHALL USE 3/4" THICK MOLDED FIBERGLASS PIPE INSULATION WITH FACTORY JACKET. 4. COLD WATER PIPE ENTERING A WATER HEATER (FIRST 8 FEET) MUST BE INSULATED WITH 1/2" ARMAFLEX. 5. ALL EXPOSED HANDICAP LAVATORIES DRAIN PIPING AND HOT & COLD WATER STOPS AND SUPPLIES SHALL BE INSULATED AS PER ADA REQUIREMENTS WITH A UPC APPROVED SOFT COVER. HOSE BIBBS 1. OUTDOOR HOSE BIBBS TO BE WALL HYDRANTS MOUNTED AT 24" ABOVE GRADE OR FINISH FLOOR UNLESS OTHERWISE NOTED (U.O.N.). 2. ALL HOSE BIBBS AND HOSE CONNECTIONS SHALL BE PROVIDED WITH A SEPARATE BACKFLOW PREVENTION. SLOPE OF HORIZONTAL DRAINAGE PIPE SIZE (INCHES) MINIMUM SLOPE (INCH PER FOOT) 2-1/2" OR LESS 1/4 3 TO 6" 1/8 8 OR LARGER 1/16 NOTE: PIPES MUST BE UNIFORMLY SLOPED. :I_Prehl[ SUPPORT NU PIPE CLEVIS HANGER SINGLE HORIZONTAL RUNS NO VAPOR BARRIER INSULATION WEB WEB BENT STRAP 1 1/2" 3/16" OVER VERT. LESS OF ANGLES HANGER ROD LOCKING NUT SUPPORT NUT HEAVY DUTY CLEVIS HANGER VAPOR BARRIER INSULATION 16 GAUGE ZINC COATED SHEET STEEL SADDLE AT LEAST 8" LONG CLEVIS HANGER SINGLE HORIZONTAL RUNS WITH VAPOR BARRIER INSULATION BOTTOM CHORDS STEEL JOIST OF STEEL JOIST NUT ONE ANGLE ON EACH SIDE OF WEB MEMBERS CREST ON TOP OF BOTTOM CHORDS STEEL JOISTS BETWEEN PANEL POINTS. SIZE FOR LOAD .dOo wo°Y' °+d 12"x12%8" - POURED GONG. BLOCK WHEN CLEANOUT IS NOT IN PAVED AREA 2-WAY CLEAN -OUT ® GRADE ZURN 2N-1400 CLEAN -OUT COVER 'F°y°+°y' .o,,,o ,o,..UMM SAME SIZE AS SEWER - MAX. SIZE 4" HEAVY DUTY CONCRETE STEEL INSERT WITH �.,,- •` ,`°-°,° °.e. ELONGATED STRAP INSERT NUT HANGER ROD CONCRETE INSERT STEEL BEAM PIPE SUPPORT DETAIL N.T.S. (FOR SANITARY & WATER PIPING) (SPACING OF HANGERS TO BE IN ACCORDANCE WITH FBC RESIDENTIAL TABLE P2605.1.) CLAMP ER ROD AS REQ. BROOKS TRAFFIC BOX ##1-RT COVER & BObY. (TYPICAL) SAME SIZE AS SEWER - MAX. SIZE 4" PAVING 2" " WASH 2-WAY. CLEAN -OUT ® PARKING AREA TAINLESS STEEL COVER CREWED TO THREADED .0. PLUG ACE OF WALL • IFINISH GRADE -SAME SIZE AS 12"x12"x8" SEWER - MAX. POURED CONC. SIZE 4" BLOCK WHEN �--LONG SWEEP. USE SHORT CLEANOUT IS SWEEP WHERE REQUIRES NOT IN PAVED AREA 1-WAY INTERIOR CLEAN -OUT TYPICAL CLEAN -OUT DETAILS- N. T. S. PLUMBING FIXTURE CONNECTION SCHEDULE (MIAMI DADE COUNTY) NOTE: COORDINATE FIXTURE SELECTION WITH OWNER BEFORE BIDDING. MARK DESCRIPTION C.W. H.W. WASTE MAXIMUM WATER FLOW CONFORMANCE STANDARD ADDITIONAL NOTES LV LAVATORY (PRIVATE) 3/8" 3/8" 1 1/2" 1.5 GPM ® 60 PSI ASME A112.19.1M, 2M, 3M, ASSE 1070 DEVICE FOR TEMPERED WATER 4M, OR 9M; OR ANSI Z124.3 WC FLUSH TANK WATER CLOSET 3/8" - 3" 1.28 GALLONS PER FLUSH ASME A112.19.6; AND: TANKS MUST ALSO COMPLY WITH ASME A112.19.2M OR ANSI Z124.4 ASME A112.19.2, 9M, OR ANSI Z124.4 MIN. MaP SCORE 500 (MAP-TESTING.COM) SH SHOWER 1/2" 1/2" 2" 1.5 GPM ASME A112.18.1 OR ASSE 1016 VALVE TO ALLOW MAX. 120°F. SHOWER & TUB -SHOWER VALVES SEE ARCH FOR COMPARTMENT REVS. TB BATHTUB 1/2" 1/2" 2" - ASME A112.19.1M, 4M, OR 9M; VALVE TO ALSO COMPLY WITH ASSE 1070 OR ANSI Z124.1 VALVE TO ALLOW MAX. 120°F. SK SINK 1 /2" 1 /2" 1 1/2" 1.5 GPM ® 60 PSI ASME A112.19A M, 2M, 3M, - 4M, OR 9M; OR ANSI Z124.6 WM DOMESTIC CLOTHES WASHER 1/2" 1/2" 2" 8 GAL/CYCLE/CUBIC FEET ASSE 1007 DISCHARGE THROUGH AIR BREAK HB HOSE BIBS 1 1/2" - - - - WITH VACUUM BREAKER COORDINATE FIXTURE SELECTION WITH OWNER AND ARCHITECT, AND SUBMIT TO ENGINEER PRIOR TO PURCHASE. 1 1 PLUMBING NOTES AND DETAILS SCALE:N.T.S. 1-WAY CLEAN -OUT ® GRADE N • • s • • s • a uu•• ••s• •••e •• • • • e s • s • • • seas,.. ea • u•• s r • o LU • ON 93RD 94 NE 93rd Street Miami Shores, FL 33138 Charles Walter 94 NE 93rd Street Miami Shores, Florida 33138 (347)281-0407 CharlesJWalter@gmail.com Phase CD Job No 150E Date JUIy Zt9U1, zwo PLUMBING NOTES AND DETAILS P-003 RE AC`1E EXISTIN G- EXTER;OR CINIU, FE. tiC..- AND GA 1 TI:S NF 60 Pi-14,16 I "A L� �J E NF E 2 60 M-10,12f'; j EXISTING TANK WATER L/ HEATER TO BE REPLACED - SFE PLUMBING DRAVVINGS fl M-1 O i M--1 M-1 l jj w. M Q� C ' —14 Mk NEW UNDERGROUND SERVI 6( I 2 TANKLESS WATER HEATER EXISTING NOT IN SCOPE Js M- f M-1 ``,�M-10= 20' — I ELECTRICAL LEGEND 0 RECESSED LIGHT FIXTURE ® MOTOR/EXHAUST FAN SWITCH 3—WAY SWITCH $n DIMMER SWITCH $4 4—WAY SWITCH ❑" DISCONNECT 6 DUPLEX RECEPTACLE G.F.C.I. RECEPTACLE ABOVE COUNTER ® SPECIAL RECEPTACLE O JUNCTION BOX ® ELECTRICAL PANEL Eli ELECTRICAL METER TELEPHONE/DATA JACK 9 TV CABLE OUTLET ©° SMOKE & CO SENSOR/ALARM GFI WP N EX ER TC PC NF NO LIGHT FIXTURES ALLOWED WITHIN 5 FEET FROM EDGE OF POOL WATER, UNLESS IT IS PHYSICALLY PROTECTED AND INSTALLED HIGHER THAN 12 FEET FROM WATER. NO ELECTRICAL OUTLETS ALLOWED WITHIN 6 FEET FROM EDGE OF POOL WATER. LIGHT FIXTURES ALLOWED FROM 5 TO 10 FEET FROM EDGE OF POOL WATER IF CIRCUIT IS PROTECTED WITH G.F.C.I. UP TO THE FIXTURE. REGULAR ELECTRICAL LIGHTING ALLOWED IF INSTALLED MORE THAN 10 FEET FROM EDGE OF POOL WATER. ALL 120V OUTLETS FROM 6 TO 20 FEET FROM EDGE OF POOL WATER MUST HAVE G.F.C.I. PROTECTION. AFTER 20 FEET REGULAR OUTLETS ARE ALLOWED. AT LEAST ONE 120V OUTLET MUST BE LOCATED FROM 6 TO 20 FEET EDGE OF POOL. CEILING FAN W/ LIGHTING OUTLET GROUND FAULT INTERUPT WEATHER PROOF NEW EXISTING TO REMAIN EXISTING RELOCATED TIME SWITCH CONTROL PHOTO CONTROL NON —FUSIBLE DISCONNECT KEY NOTES: lO CONNECT TO EXISTING GARAGE PWR/LTG BRANCH CKT. O FOR LIGHTING WITH 3—WAY DIMMING CONTROLS, PROVIDE BASE BID FOR ONE STANDARD 3—WAY SWITCH AND ONE DIMMABLE 3—WAY SWITCH; COORDINATE WHICH SWITCH IS DIMMABLE WITH OWNER. PROVIDE LINE ITEM BID ALTERNATE FOR INTELLIGENT CONTROL SWITCHES TO ALLOW BOTH SWITCHES TO DIM. 0 JUNCTION BOXES MUST BE GREATER THAN 72" HORIZONTALLY FROM THE WATER'S EDGE (TYPICAL). O EXISTING 3 TON ACCU TO BE DIRECTLY REPLACED. SEE SCHEDULE FOR NEW SPEC; NO CHANGE TO LOAD. RELOCATE UNIT AS SHOWN TO ACCOMMODATE ADDITION. RUN NEW REFRIGERANT PIPING TO ENSURE MAXIMUM LENGTH ARE NOT EXCEEDED. O EXISTING 3 TON AHU TO BE DIRECTLY REPLACED. FIELD VERIFY EXACT DIMENSIONS OF CLOSET AND DOOR FRAME PRIOR TO BID. RUN NEW REFRIGERANT PIPING TO NEW ACCU LOCATION. RECONNECT ELECTRICAL AND CONDENSATE. O ALL FANS SHALL HAVE A REMOTE CONTROL WITH SEPARATE MULTI —SPEED FAN AND DIMMABLE LIGHT CONTROLS. NO WALL SWITCH SHALL BE INSTALLED. 0 EXISTING ELECTRICAL METER, SERVICE AND POOL SUBPANEL TO BE RELOCATED. O DIRECT REPLACEMENT OF EXISTING TANK WATER HEATER SERVING EXISTING PORTION OF THE HOUSE. O9 CONNECT TO EXISTING SMOKE SENSOR CIRCUIT. 1 1 ELECTRICAL FLOOR PLAN SCALE: 1/4" = V-0" THESE PLANS ARE FOR BUILDING DEPARTMENT REVIEW ONLY. THEY ARE NOT TO BE CONSTRUED AS CONSTRUCTION DOCUMENTS UNTIL ALL BUILDING DEPARTMENT APPROVALS ARE OBTAINED. PROJECT #: 1597 RCI C.A.#: 27662 Enginee ing, Inc. BRIAN D. COLDWELL, PE — LIC #67527 OSCAR E. SEBELEN, PE — LIC #66481 5450 GRIFFIN ROAD SUITE A, DAVIE, FL 33314 P:954.680.2690 F:954.414.9393 www.rcienq.com WALTE R ON 93RD 94 NE 93rd Street Miami Shores, FL 33138 Charles Walter 94 NE 93rd Street Miami Shores, Florida 33138 (347)281-0407 CharlesJWalter@gmail.com Phase V V Job No 1508 Date juiy zoin, LU I o ELECTRICAL FLOOR PLAN E-001 GENERAL ELECTRICAL NOTES: 1. ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, 2011 EDITION (NEC) AND THE LATEST EDITIONS OF ALL LOCAL CODES, RULES AND ORDINANCES HAVING JURISDICTION. 2. COORDINATE ALL ELECTRICAL SITE WORK WITH GENERAL CONTRACTOR. 3. ALL ELECTRICAL EQUIPMENT, DEVICES, WIRE, ETC., SHALL BE LISTED, FOR THE INTENDED USE, WITH UNDERWRITER'S LABORATORY, INC. (U.L.) WHERE STANDARDS HAVE BEEN ESTABLISHED BY U.L. 4. ELECTRICAL CONTRACTOR SHALL NOT SCALE DRAWINGS. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT UNLESS NOTED OTHERWISE. 5. IT SHALL BE UNDERSTOOD THAT ALL WORK PERFORMED SHALL BE DONE BY A LICENSED ELECTRICAL CONTRACTOR AND IN A FIRST-CLASS WORKMANLIKE MANNER. SAID CONTRACTOR SHALL MEET ALL REQUIREMENTS SET FORTH BY ANY LOCAL ORDINANCE AND GOVERNING AUTHORITIES. 6. IT SHALL NOT BE THE INTENT OF THESE PLANS AND/OR SPECIFICATION TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE ELECTRICAL CONTRACTOR SHALL BE EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER.. 7. MAINTAIN AS-BUILTS ON A DAILY BASIS. SUBMIT 3 COPIES TO ARCHITECT 5 WORKING DAYS PRIOR TO ANY REQUIRED INSPECTIONS. 8. PROVIDE 6 SETS OF SHOP DRAWINGS FOR APPROVAL. NO EQUIPMENT TO BE ORDERED BEFORE SHOP DRAWINGS ARE APPROVED. 9. POWER TO BE ON CONTINUOUSLY 5 WEEKS PRIOR TO COMPLETING PROJECT. 10. ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY ALL CONDITIONS, LOCATIONS, DIMENSIONS AND COUNTS AS SHOWN AND/OR NOTED ON THE DRAWINGS. THIS SHALL INCLUDE ANY AND ALL FABRICATIONS PRIOR TO INSTALLATION. NOTIFY ENGINEER OF ANY DISCREPANCIES AT ONCE, FAILURE TO DO SO AND CONTRACTOR PROCEEDS AT HIS OWN RISK. 11. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR FOR THE ADVANCED ORDERING OF LONG LEAD ITEMS, AS NOT TO INTERFERE WITH THE PRODUCTION OF OTHER TRADES RESULTING IN ANY DOWN OR LAG TIME. 12. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PROVIDE ALL LABOR, MATERIALS AND SUPERVISION NECESSARY TO ACCOMPLISH THE WORK AS SHOWN AND/OR NOTED ON THE DRAWINGS. 13. THE ELECTRICAL CONTRACTOR SHALL KEEP ALL AREAS IN WHICH WORK IS BEING PERFORMED, FREE FROM DEBRIS AND UNUSED MATERIALS AT ALL TIMES AND SAID AREAS SHALL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY. AT THE COMPLETION OF THE PROJECT ALL EQUIPMENT, DEVICES AND FIXTURES TO BE CLEANED. 14. WHERE CORE DRILLING OF FLOOR/WALLS IS REQUIRED, CONTRACTOR SHALL SEAL OPENINGS WATERTIGHT AFTER UTILITIES HAVE BEEN INSTALLED. LOCATION OF CORED HOLES SHALL COORDINATE WITH LOCATION OF EQUIPMENT IN A MANNER TO BE CLEAN AND FUNCTIONAL. THE CONTRACTOR SHALL INSTALL ONLY ONE CONDUIT PER HOLE AND SEAL THE OPENING AROUND THE CONDUIT AS SPECIFIED. WALL/FLOOR FIRE RATING MUST BE MAINTAINED. X-RAY MUST BE PERFORMED ON ALL POST -TENSION FLOORS OF SLABS. PIPES TRACERS MUST BE USED ON BEFORE ANY CONCRETE PENETRATION. 15. ALL ELECTRICAL ELEMENTS TO BE THOROUGHLY PROTECTED FROM DAMAGE AFTER INSTALLATION AND SHALL HAVE TRIM INSTALLED AFTER ADJOINING FINISH MATERIALS ARE INSTALLED. 16. ELECTRICAL CONTRACTOR TO PROVIDE TEMPORARY POWER FOR ALL TRADES. 17. CONTRACTOR TO REMOVE ALL ABANDONED OR UNUSED WIRING, CONDUIT AND BOXES. 18. UNLESS NOTED AS EXISTING, ALL EQUIPMENT, WIRING, DEVICES, ETC. SHALL BE NEW. 19. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR TO ORIGINAL CONDITIONS ANY AND ALL DAMAGES TO BUILDING SURFACES, EQUIPMENT AND FURNISHINGS CAUSED DURING PERFORMANCE OF WORK. 20. ALL CONDUCTORS SHALL BE COPPER, RATED 75 C WET/DRY EXCEPT WHERE OTHERWISE REQUIRED BY U.L. OR CODES, UON. MINIMUM WIRE SIZE SHALL BE #12 AWG EXCLUDING CONTROL WIRING. MORE THAN THREE CURRENT CARRYING CONDUCTORS IN A CONDUIT TO BE INSTALLED PER NEC 310(8)(2). 28. ALL CONDUITS, FIXTURES, DEVICES TO HAVE GROUND EXTENDED OR RACEWAY USE AS EQUIPMENT GROUNDING AS PER NEC TABLE 250-122. LION. 29. NEUTRAL NOT TO BE SHARED, LION. 30. ALL CONDUIT RUNS, WHEN SHOWN, ARE DIAGRAMMATICAL. EXACT ROUTING SHALL BE DETERMINED IN THE FIELD, UNLESS OTHERWISE NOTED (UON). 31. ALL DISCONNECT SWITCHES SHALL BE SIZED BY NEC TO ACCOMMODATE EQUIPMENT SERVED, INCLUDING REQUIRED FUSES, LON. SWITCHES SHALL BE HORSE POWER RATED AND SIZED FOR 150% MAX. HORSEPOWER, HEAVY DUTY TYPE, UON. 32. ALL ELECTRICAL EQUIPMENT SHALL BE RAIN TIGHT (NEMA 3R, UON) WHERE EXPOSED TO THE WEATHER. ALL FLEX CONDUITS CONNECTED TO SUCH EQUIPMENT SHALL BE LIQUID TIGHT. 33. WIRE WAYS SHALL BE SIZED AS REQUIRED, PER NEC, UNLESS OTHERWISE NOTED (UON). 34. FOR ELECTRICAL CONDUITS, PROVIDE PULL BOXES, SUCH THAT NO SINGLE CONDUIT RUN HAS BENDS IN EXCESS OF 360. PULL BOXES SHALL BE SUITABLE AND APPROVED FOR THE INTENDED USE. WARNING TAPE WHICH SAYS "WARNING BURIED ELECTRIC" SHALL BE PLACED IN TRENCHES ABOVE ALL UNDERGROUND ELECTRIC CONDUITS.. WHERE CONDUITS PASS UNDERNEATH PAVED AREAS, THEY SHALL BE RGS. WHERE UNDERGROUND CONDUITS ARE NOT EXPOSED TO MECHANICAL DAMAGE OR ARE NOT UNDER PAVED AREAS, THEY SHALL BE SCHEDULE 40 PVC. ALL CONDUIT RISERS SHALL BE RGS. 35. ALL LOW VOLTAGE CABLING AND SYSTEM ARE THE RESPONSIBILITY OF THE VENDOR THAT IS PROVIDING THE SYSTEM, INCLUDING PERMITTING. 36. FOR TELEPHONE SYSTEMS: (A) PROVIDE GROUNDING FOR ALL TELEPHONE OUTLETS AND EQUIPMENT PER REQUIREMENTS OF TELEPHONE COMPANY. (B) VERIFY LOCATION OF TELEPHONE SERVICE WITH TELEPHONE COMPANY, PRIOR TO SUBMITTING BID. (C) ALL CABLES INSIDE THE SPACE TO BE HOME RUN TO MAIN DISTRIBUTION LOCATION. 37. MAINTAIN A MINIMUM OF 36" IN FRONT OF ALL ELECTRICAL EQUIPMENT. PRIOR TO INSTALLING ANY EQUIPMENT COORDINATE WITH OTHER TRADES TO ENSURE THAT CLEARANCES ARE MAINTAINED. 38. ALL CIRCUIT BREAKERS SHALL BE INVERSE TIME TYPE (THERMAL MAGNETIC). TWO AND THREE POLE CIRCUIT BREAKERS SHALL BE COMMON TRIP. NO TIE HANDLES PERMITTED. 39. ALL FUSES TO BE CURRENT LIMITING AT SERVICE ENTRANCE. ALL OTHER FUSES ACCORDING TO MANUFACTURER SPECIFICATIONS. 40. ALL CONDUITS TO BE METAL EMT INSIDE AND RIGID ON THE EXTERIOR. WHERE NOT EXPOSED TO MECHANICAL DAMAGE, PVC SCHEDULE 40 WILL BE ACCEPTED PROVIDED THAT THE CORRECT GROUND AS PER NEC IS INCLUDED, ROMEX WILL BE ACCEPTABLE FOR USE IN INTERIOR ONLY AND AS PERMITTED BY CODE. 41. PROVIDE LAMPS WITH FIXTURES, VERIFY LAMP TYPE WITH MANUFACTURER. CONTRACTOR TO RELAMP ALL EXISTING FIXTURES. ALL RECESSED LIGHT FIXTURES IN CONTACT WITH INSULATION SHALL BE RATED FOR SUCH USE. 42. COORDINATE ELECTRIC SERVICE WITH POWER COMPANY. 43. COORDINATE CABLE, TV, VOICE AND DATA REQUIREMENTS WITH OWNER TO MEET THEIR REQUIREMENTS. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL POWER, DATA AND VOICE TO ALL EQUIPMENT AND SYSTEMS, WHETHER MENTIONED ON THESE PLANS OR NOT, INSTALLED AS REQUIRED. 44. TYPICAL WALL SWITCHES TO BE AT 48" A.F.F. TYPICAL OUTLET TO BE 18" A.F.F. TYPICAL COUNTERTOPS OUTLET TO BE 42" A.F.F. OR 6" ABOVE COUNTERTOPS (NOT TO EXCEED 52" A.F.F.). ALL SWITCHES TO BE GANGED WITH CONTINUOUS FACE PLATES. ALL DEVICES THAT ARE ADJACENT TO BE SPACED 6" O.C. 45. CONTRACTOR TO BALANCE LOADS IN ALL PHASES AND PROVIDE NEW PANEL SCHEDULES IDENTIFYING ALL CIRCUITS IN PANEL. 46. ELECTRICAL CONTRACTOR SHALL VERIFY CIRCUIT PROTECTIVE DEVICE RATING FOR EQUIPMENT PRIOR TO CONSTRUCTION. COORDINATE ALL EQUIPMENT LOADS AND PROTECTION WITH NAMEPLATE DATA PRIOR TO INSTALL OR WIRING. 47. METER CANS, HUBS, & LUGS FOR SAME ARE TO BE FURNISHED & INSTALLED BY ELECTRICAL CONTRACTOR. ELECTRICAL CONTRACTOR TO VERIFY SPECIFIC TYPE OF METER CAN TO BE USED WITH LOCAL UTILITY (I.E., FPL) PRIOR TO BID. 48. ALL SMOKE DETECTORS EXISTING OR NEW TO BE INTERCONNECTED THRU THE SAME ELECTRICAL CIRCUIT AND HAVE BATTERY BACKUP. 49. ALL BRANCH CIRCUITS SUPPLYING OUTLETS IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY ARC FAULT RATED BREAKERS (AFCI) IN ACCORDANCE WITH NEC 210.12. 50. ELECTRICAL CONTRACTOR SHALL COORDINATE SERIES RATING OF BREAKERS INTERUPTING CAPACITY. 51. CONTRACTOR TO VERIFY ANY EXISTING ELECTRICAL EQUIPMENT AND TO REPAIR, REPLACE OR ADD ANY REQUIRED COMPONENTS TO MAKE EQUIPMENT TO OPERATE CORRECTLY. 52. ALL 120V 15A AND 20A RECEPTACLES TO BE TAMPER RESISTANT PER NEC 406.11. THIS INCLUDES GENERAL, DEDICATED, GFCI, NOT READILY ACCESSIBLE AND ANY OTHER RECEPTACLES REQUIRED BY NEC 210.52. 53. ALL RECESSED LIGHT FIXTURES IN THE BUILDING THERMAL ENVELOPE (I.E., IN THE CEILING WHEN INSULATION IS AT THE CEILING INSTEAD OF THE ROOF DECK) SHALL BE IC -RATED, LABELED AS MEETING ASTM E 283 (s2 CFM LEAKAGE ® 1.57 PSF), AND SEALED WITH A GASKET OR CAULK BETWEEN THE HOUSING AND INTERIOR WALL OR CEILING. 54. ALL SWITCHGEAR, PANELS, DISCONNECTS, SWITCHES, GENERATORS AND OTHER ELECTRICAL EQUIPMENT SHALL BE INSTALLED FULLY ABOVE FLOOD ELEVATION. FIELD COORDINATE WHETHER ANY MOUNTING RACKS ARE REQUIRED. NOTIFY ENGINEER IF THIS ELEVATION WOULD RESULT IN THE TOP OF THE EQUIPMENT OR DEVICE BEING MORE THAN 6'-6" ABOVE LOCAL GRADE. C C Al TYPE: LOAD CENTER MAIN BUS: 200A SERVICE: 1 PH, 3W-120/240V PANEL 'M' MAIN: 2P-200A MOUNTING: RECESSED A.I.C. 10,000 (?j1p) ENCLOSURE: NEMA 3R WITH FEED THRU LUGS KIT DEM. K.V.A. NO DEM. K.V.A. TRIP POLE CON- DUIT WIRE REMARKS CKT. No. CKT. No. REMARKS WIRE CON- DUIT TRIP POLE NO DEM. K.V.A. DEM. K.V.A. 3.4 - 20-1 1/2 12 AFCI GNRL PWR/LTG 1 2 AFCI GNRL PWR/LTG 12 1/2 20-1 - GEN GEN - 20-1 1/2 12 AFCI GNRL PWR/LTG 3 4 AFCI GNRL PWR/LTG 12 1/2 20-1 - GEN GEN - 20-1 1/2 12 BATHROOM CKT 5 6 AFCI GNRL PWR/LTG 12 1/2 20-1 - GEN GEN - 20-1 1/2 12 AFCI GNRL PWR/LTG 7 8 BATHROOM CKT 12 1/2 20-1 - GEN - (2.1) 15-2 3/4 10 AHU-1 9 10 ACCU-1 8 3/4 35-2 4.0 - 11 12 GEN - 20-1 1/2 12 LANDSCAPING LTG 13 14 LANDSCAPING LTG 12 1/2 20-1 - GEN 5.0 - 30-2 3/4 10 DRYER 15 16 WASH MACHINE 12 1/2 20-1 - 1.5 17 18 EXTERIOR LTG 12 1/2 20-1 - GEN 19 20 PANEL-'P1' FED THRU LUGS SEE RISER - 19.5 14.2 8.4 1 23.5 15.7 KEY NOTES: TOTAL DEMAND LOAD = 24.1 KVA 0 1.103 SQFT. OF GENERAL POWER & LIGHTING O 3 W/SQFT FIRST 10 KVA + 40% REMAINING = 15.6 KVA Q - TOTAL NON -DEMAND LOAD = 23.5 KVA Q - TOTAL CALCULATED LOAD = 39.1 KVA = 163 AMPS F-2 1 SOUTH WALL LAUNDRY ROOM WEST WALL M.T.S. _ _ 2P rEXIST' PANEL RFLOCAT?D 200A 'M' O 1 PANEL I I POOL 200AMETER P1 PANEL D.P.D.T. M 1 I I I 120/240V SERVICE MC6 1 I I RATED L - L J 1J T F-1 I I F-3 I 200A I I CAMLOCK L - - _ - - - J NEW FROM FPL F-0 TO LOW VOLTAGE EQUIPMENT UNDERGROUND METAL PIPES (WATER SERVICE) 10'x3/4" GROUND RODS KEY NOTES: III BLDG. STEEL #3 AWG 10' MTS IS A LINE ITEM BID ALTERNATE. REUSE EXISTING WIRE; REPLACE BREAKER WITH NEW 2P15 FOR DIRECT REPLACEMENT OF AHU (NO HEAT). AS AN ALTERNATE, REUSE EXISTING BREAKER BUT REPLACE DISCONNECT IN AHU CLOSET WITH 15A FUSED DISCONNECT. REUSE EXISTING WIRE; REPLACE BREAKER WITH NEW 2P35 FOR DIRECT REPLACEMENT OF ACCU. PARTIAL ELECTRICAL RISER DIAGRAM N.T.S. C C TYPE: EXISTING MAIN BUS: 225A SERVICE: 1 PH, 3W-120/240V PANEL ' P 1 ' MAIN: 2P-150A MOUNTING: RECESSED A.I.C. 10,000 (E) ENCLOSURE: NEMA 1 WITH FEED THRU LUGS KIT NO DEM. K.V.A. APP. K.V.A. LTG. K.V.A. TRIP POLE CON- DUIT WIRE REMARKS CKT. No. CKT. No. REMARKS WIRE CON- DUIT TRIP POLE LTG. K.V.A. APP. K.V.A. NO DEM. K.V.A. 1 2 3 4 20-1 £X EX 5 6 AHU-1 e"X FA 15-2 - (1.2) 20_1 EX 7 8 _y EY E 9 10 SU@ PANNE. .4:E ER �{ ,lRL 4,0 _. EK _ 11 12 EX 13 14 J.-1 EX EX 35-2 - - 4.0 X 15 16 - 0,E - 20-1 EX p, 17 18 Ex ESi 20-1 GNRL. - - 9,5 - - 70-2 EX Ea19 20 k 6.0 21 22 23 24 25A 26A - 25B 268 E ;. 27A 28A� 27B 28B EX 20-1 - 29A 30A- -F29BI 130B a. - 31A 32A J 131BI 132B I NR 9.5 1 4.2 6.0 (FOR REFERENCES ONLY) - 1 4.0 10.0 KEY NOTES: TOTAL GENERAL LIGHTING LOAD = 6.0 KVA (i) 2,005 SQFT. OF GENERAL POWER & LIGHTING O 3 W/SQFT FIRST 3 KVA + 35% REMAINING = 4.0 KVA 0 - TOTAL APPLIANCES LOAD = 8.2 KVA G - APPLIANCES ® 75% IF 4 OR MORE = 6.1 KVA TOTAL NON -DEMAND LOAD = 19.5 KVA TOTAL CALCULATED LOAD = 29.6 KVA = 124 AMPS FEEDER SCHEDULE (BASED ON COPPER THWN) KEY AMPACITY DESCRIPTION F-0 GND #4 GROUND F-1 200 3 #3/0 IN 2"C. F-2 200 3 #3/0 & #4 GND IN 2"C. F-3 150 4 #1/0 & #6 GND IN 2"C. NOTES: 1. ALL SERVICE ENTRANCE FEEDER CONDUCTORS WILL NOT CARRY GROUND HARE UNTIL MAIN DISCONNECT. 2. FEEDER SCHEDULE IS BASED ON THWN WIRES IN RIGID METAL CONDUIT. CONTRACTOR TO RECALCULATE PIPE SIZE IF DIFFERENT WIRE OR CONDUITS TYPE IS BEING USED. 3. REFER TO OTHER DRAWINGS FOR FEEDER INFORMATION. 4. ALL WIRES MUST BE COPPER THWN TYPE. 1 1 ELECTRICAL NOTES AND DETAILS SCALE:N.T.S. a IM saan�.. • a e a a e •e WALTER ON 93RD 94 NE 93rd Street Miami Shores, FL 33138 Charles Walter 94 NE 93rd Street Miami Shores, Florida 33138 (347)281-0407 ChariesJWalter@gmail.com IVA o \ AI , 9 ARCHITECTURE Phase C D Job No 1503 Date JuIV 28th, 2016 ELECTRICAL NOTES AND DETAILS