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BLDG1306-0189-Plans,r.4. " ,"x " , " .,NMx. ,u ..,,. ,"..MA., ,C•".,." ,.,, . ."new " " ..... lop A PLICABI CODFS 1. FLORIDA BUILDING CODE 2010 2. A.C.I. 318 TOR REINFORCED CONCRETE, 3. A,C,L 315 DETAILS AND DETAILING OF CONCRETE REINFORCEMENT UR MANUAL OF STANDARD, PRACTICE FOR DE: TAILING REINFORCED CONCRETE STRUCTURES. 4, A.C.I. 530 FOR REINFORCED MASONRY. 5. A.ISC. STEEL CONSTRUCTION A.S.D. FOR STRUCTURAL.., STEEL.. 6. ANSI/AWS 01,4, 7, A.S.C.E.7-10 FOR WIND ANALYSIS AND DESIGN 8. AMERICAN FOREST AND PAPER ASSOCIATION: NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTIONS 9. APA. THE ENGINEERED WOOD ASSOCIA HON PLYWOOD DESIGN SPECS. 10. NATIONAL PEST CONTROL ASSOCIATION STANDARDS MAT E IIIA S (Li 0. N. ON 1. CONCRETE: ALL STRUCTURAL CONCRETE SHALL CONFORM TO ACI --301, COMPRESSIVE STRENGTH: -- T1EBEAMS, COLUMNS, WALLS AND ELEVATED SLABS . 3,000 PSI -SLAB ON GRADE, MONOLITHIC FOOTINGS AND FOOTING PADS -� 2,500 PSI 2, S1EE:L REINFORCEMENT: SHALL CONFORM TO ASTM A615, GRADE- 60, fy = 60,000 PSI. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 105. ANS) 3. MASONRY: HOLLOW MASONRY UNITS OF CONCRETE, f'm = 1,500 P51, SHALL COMPLY ASTM C 55, ASTM C 73, ASTM C 90 AND ASTM 744, GROUT SHALL REACH A MINIMUM COMPRESSIVE STRENGTH OF 3,000 [151 IN 28 DAYS. ASTM C 476, MORTAR TYP[ M: SHALL COMPLY WITH ASTM 0 270. 4. STRUCTURAL_ STEEL: ANGLES, W SHAPE, CHANNELS,, PLATES, PIPES, AND STRUCTURAL. HIS: Ty ::- 36 K01 CONFORM TO ASTM 436. STRUCTURAL TUBING: fy = 46 KSI CONFORM TO ASTM A 500, BOLTS SHALL CONFORM ID AST5 A 325, WITH FIARDENEL) WASHERS AND HEX NUTS. WELDING E--70XX. 5, WOOD: ALL. STRUCTURAL.. I..UMf3ER SHAH_ BE SOUTHERN PINE No. 2 OR 13- TT 1,500,000 PSI. DESIGN 1. WIND. WIND NET UPLIFT, AS INDICATED HEREIN ON PLANS, CLADDING ON ZONES 1 AND 2. ZONE 1 -39.33 PSF ZONE 2 - 60.08 PSF ZONE 3 60.08 PSF". MEAN ROOF HEIGHT 23`---6" BASIC WIND VELOCITY: 170 MPII OCCUPANCY CATEGORY: II EXPOSURE C IMPORTANCE FACTOR: 1.0 ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT: 4/-0.18. 2. FLOOR DESIGN LOADS: DEAD LOAD (SYS ITE WEIGHT): 4 PSE.. SUPERIMPOSED DEAD LOAD 15 PSF INTERIOR PARTITIONS (NON BEARING) 6 PSF TOTAL DEAD LOADS 25 PSF LIVE LOADS 40 PSF 3. ROOF DESIGN LOADS: DEAD LOAD (SYSTEM WEIGH -IT): 4 PSI SUPERIMPOSED DEAD LOAD: 21 PST' TOTAL DEAD LOADS: 25 PSET LIVE LOADS 20 PSI: RI fb = 1,200 PSI MINIMUM AND YOUNG'S MODULUS E ERA AN ARE BASED ON GROSS UPLIFT LESS 10 PSF ( DEAD LC)AD) PER COMPONENTS ANI) 4. FOR OTHER LOADS SEE PLANS. FVUNa 200 LEIS CC)NCF:.NTRA T[: D AT CENTER PANE::.. POINT. JAI INS 1, AS PER GEOTHECNICAL.. ENGINEER REPORT SOIL CONDITIONS AT THIS SITE ARE SAND AND ROCK WITH A MINIMUM BEARING CAPACITY OF 3000 PSF. SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED PRIOR PROCEEDING WITH TI -IE WORK. THE ARCHITECT OR ENGINEER SHALL SUPPLY A LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH TI -IE DESIGN IS BASED C4 TIME OF FOUNDATION INSPECTION. 2. THE SUBSURFACE SOIL PROFILES AT THIS PROJECT SITE. SHALL BE IMPROVED BY PROPERLY PROGRAMMED AP'PI_ICAFIONS OF DYNAMIC PRECOMPRESSION TREATMENT OR A SIMILAR ACCEPTABLE TECHNIQUE. TO BE IMPLEMENTED UNDER THE DIRECTION OF A QUALIFIED GEOTECHNICAL ENGINEER, AS TO ACHIEVE THE REQUIRED DEGREE OF IMPROVEMENT AND DESIGN 5010 BEARING CAPACI TY. 3. THE GEOTECHNICAL- ENGINEER RESPONSIBLE FOR THE GROUND APPLICATIONS SHALL ISSUE A PROFESSIONAL CERTIFICATION FOR EACH INDIVIDUAL BUILDING OF THIS PROJECT, ATTESTING 10 THE SATISFACTORY FOUNDATION SOIL CONDITIONS AND THE ACHIEVEMENT OF )HE DESIGN BEARING VALUE BEFORE ANY CONSTRUCTION OPERATION 15 ALLOWED 10 START FOR ANY SUCH BUILDING. 4. PRIOR 10 CONSTRUCTION PROVIDE TERMI FE PROTECTION TREATMENT TO 5010. A CERTIFICATE. OF COMPLIANCE. SHALL BE ISSUED 10 THE BUILDING DLI'ARTMENT BY THE LICENSLD PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: " IIEE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE. AND CONSUMER SERVICES," 5. THE AREA UNDER FOUNDATIONS AND SLAB ON GROUND SHALL HAVE ALL VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR 10 THEIR CONSTRUCTION, 6. COMPACT INTERIOR FILL TO 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY AS PER ASTM D-1987 Al CONSTRUCTION DEBRIS, AND LARGE ROCKS. OPTIMUM MOISTURE CONTENT AND COMPACTED AND TESTED IN LIFTS NOT TO EXCEED 12 IN. 7. EXCAVATIONS OCR FOUNDATIONS SHALL. BE BALI<I-11.1.ED WITH 00111, WHICH IS E I;EE OF ORGANIC MAI [.EDA.[.., 8. FILL SUPPORTING SUCH SLABS SHALL BE. COMPACTED UNDER THE SUPERVISION OFA SPECIAL INSPECTOR TO A MINIMUM OF 957 OF MAXIMUM DPI' DENSITY FOR ALL LAYERS, AS VERIFIED BY FIELD DENSITY TESTS. �--I NF C D CONCR 1, CLEAR COVER FOR REINFORCEMENT SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXP05E:.D ED EARTH OR WEATHER: C. CONCRETE: NOT EXPOSED 10 WEATHER OR IN CONTACT w/GROUND: SLABS, WALLS, JOISTS; NO. 11 BAR AND SMALLER 3/4" O 80450, COLUMNS; PRIMARY RL:HFORCEMEN-FS 111:6,STI6;<51 0, SPIRALS 1-1/2" EMMATE NO, 6 THRU NO. 18 BARS 2" , NO. 5 AND SMALLER 1-1/2" 2. AGGREGATES SHALL BE CLAN AND GRADED MAXIMUM SIZES 3/4". CONCRETE ASTM 0-- CONFORMS TO ASTM 0-94. 3. SLUMP SHALL BE A MINIMUM OF 3" AND MAXIMUM OF 5" CONCRETE.. DURING AND IMMEDIATELY AFTER DEPOSITING SHALL. By THOROUGHLY COMPACTED BY MEANS OF MECHANICAL VIBRATION. 4.5 CYLINDERS SHALL BE. TAKEN FROM EACH POUR OF 50 CO. YARDS OF CONCRETE OR FRACTION (AS PER ASTM 0--94) THEREOF AND TESTED AT THE FOLLOWING INTERVALS: 1 AI 3 DAYS, 1 AT 7 DAYS, 3 AT 28 DAYS. 5. REINFORCEMENT' STEEL SHALL 1,3E FREE OF RUST, I LAKES, MILL. SCALE, PAINT, OIL, GREASE, OR OTHER CONTAMINANTS THAT WILL REDUCE BOND. ALL REINFORCING SHALL. HE ACCURATELY LOCATED AND FIRMLY HELD IN PLACE BEFORE AND DURING THE PLACEMENT OF CONCRETE BY MEANS OF WIRE SUPPORTS. 6. PROVIDE 2/5 X 48" DIAGONALLY AT CORNETS OF 411.1. OPENINGS 'WIDER THAN 15". 7. PROVIDE AT AOL CORNERS #5 BARS 60" LENGTH BENT c© FOOTINGS 8. LAP CONTINUOUS REINFORCING A MINIMUM OF 30" IN BEAMS, 36 BAR DIAML IE RS IN SL,.ABS. 9. HOOK ALL DISCONTINUOUS TOP REINFORCING. 10. TIE BEAMS SHALL BE CONTINUOUS REINFORCEMENT, PROVIDE[) BY LAPPING.; SPLICES NOT LESS THAN 30". CONTINUITY SHALL BE PROVIDED AT ALL CORNERS BY BENDING 2 BARS FROM EACH DIRECTION AROUND THE CORNER 30" OR BY ADDING 2# 5 BENT 30" EACH LEG. 11. CONTINUITY AT COLUMNS SHALL 13E PROVIDED BY CONTINUING HORIZONTAL RE.BARS through COLUMNS OR BY BENDING HORIZONTAL REINF. INTO COLUMNS A DISTANCE OF 30". 12. EXTEND BOIFOM BARS 8" PAST ALL OPENINGS GREATER THAN 3'--0" ON BOTH SIDES. 13. ALL STRUCTURAL_ PRECAST UNITS AND THEIR ATTACHMENTS TO THE MAIN STRUCTURE. SHALL BE. INSPECTED AFTER ERECTION, BUT BEFORE CONCEALMENT. SUCH INSPECTIONS SHALL BF. PERFORMED BY FLORIDA REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER. ST U <<C.TURAL Sl.. komui lo MD TO 1. ANCHOR BOLTS SHALL CONFORM TO EITHER ASTM 4.307 OR ASTM A36 2. STEEL FRAMING BOLTS SHALL CONFORM TO ASTM 4325, WITH HARDENED WASHERS AND HEX NUTS. 3, WELDING IN THE SHOP OR FIELD MAY BE DONE ONLY BY AWS CERTIFIED WELDERS. 4. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST A.I.S.C. STEEL CONSTRUCTION MANUAL AND SHALL. CONFORM WITH THE LATEST A.S.T.M. SPECIFICATIONS. BOLTS SHALL CONFORM 'CO A.S.T.M. 4325, ANCHOR BOLTS SHALT. CONFORM TO TO A.S.T.M. 4307. 5. A FLORIDA REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER SHALL INSPECT THE WELDING AND HIGH STRENGTH BOLTING OF STRUCTURAL STF.,EL. FRAMING AND WELDING, BOLTING AND FASTENING OF LIGHTWEIGHT MATERIAL SYSTEMS AND METAL SIDINGS OF BUILDINGS WITH AREAS EXCEEDING 1000 50 FT. 6, ALL REINF. STEEL TO BE WELDED SHALL CONFORM TO A.S.T.M. A 706 AND MEET AWS D1.4---79 ANE) INCLUDE RECOMMENDED CARE3ON EQUIVALENT (CE:.) TO BE LIMITED 10 0.457 FOR #7 OR LARGER BARS ANI) 0,557 FOR #6 AND SMALLER BARS.. WOOD 1. WOOD IN CONTACT WITH I CONCRETE OR MASONRY, AND AT OTHER LOCATIONS AS SHOWN ON STRUCTURAL DRAWINGS, SHALL BE PROTECTED WIT OR PRESSURE TREATED IN ACCORDANCE WITH AITC-109. MEMBER SIZE: SHOWN ARE NORMAL UNLESS NOTED OTHERWISE. 0 3 FELT 2. TR[.ISS MANUFACTURER TO SUBMIT 4 SIGNED AND SEALED SHOP DRAWINGS AND CALCULATIONS FOR APPROVALL. INDICATING ALL REACTIONS AND RECOMMENDED TRUSS ANCHORING SYSTEMS TO THE SUPPORTING STRUCTURE. 3. COURDINAi0 TRUSS LAYOUT WI IH /irCEIITECT[JRAI_ DRAWINGS, it CONFLICT IS FOUND NOTIFY ARCHITECT. 4. BEAMS, AND GIRDERS SHAL.!_ BE SECURED WITH APPROVED METAL TIES, CLIPS ANI) ANCHORS TO BOND BEAMS OR BEARING WALLS. 5. ALL A CONNECTORS USED IN LOCATIONS EXPOSED TO WEATHER SHALL BE: GALVANIZE. 6. NAILS SI-IALL PENETRATE-. THE SECOND MEMBER A DISTANCE EQUAL 10 THE THICKNE:SS OF THE MEMBER BEING NAILED THERE T0. 7. THERE SHALL BE NOT LESS THAN 2 NAILS W ANY CONNECTION. 8. ROOF DIAPHRAGM SHAT L COMPLY WITH THE DES1C,N RECOMMENDATIONS OF "A.P.A. DESIGN / CONSTRUCTION GUIDE - DIAPHRAGMS" AND THE LOCAL.. BUILDING CODE. R.. 7vUOOC ROOF DECKING SrPLE= 19/32" MINIMLM THICKNESS, AND SHALL [E CON0161)055 OVER TWO d0 O1 MOPE SPANS, yrI- AOL CRAIPPERPENDICULAR TO THE SUPPORTS . 10, CONNECT PLYWOOD DIAPHRAGM TO STRUCTURE: WITH 10d GALVANIZED NAILS, SPACED AT 6"o.c. MAX AT EDGES AND AT 6"o,r., ALONG INTERMEDIATE SUPPORTS. GABLE ENDS NAIL SPACING SHALL BE 10d NAILS CO 4"o.c.;. MAX. 11. INSPECTIONS: SHALT_ COMPLY WITH THE L.00AI. 13EII-DING CODE REQUIREMENTS FOR INSPECTIONS (BY THE MUNICIPALITY, ARCHITECT 0 SPECIFIED COMPONENTS OF THE ROOF STRUCTURE REQUIRING INSPECTIONS. ENGIN R) OF 12. REFER TO TRUSS ENGINEERING PLANS FOR E.XACF TRUSS I...00ATIONS, ALL GIRDER TRUSSES SHALL AI A MINIMUM HAVE 2 # 5 FILLED (U.N.0,) DIRECTLY BENEATH THE GIRDER TRUSS SHOULD THERE BE A DISCREPANCY BETWEEN THE TRUSS ENGINEERING DRAWING AND ARCHITECTURAL DRAWING THE TRUSS ENGINEERING DRAWING GOVERNS AND NOTIFY ARCHITECT IMMEDIATELY. IT IS YOUR RESPONSIBILITY TO NOTIFY THE ARCHITECT IN WRITING AND GRAPHIC FORM ANY CHANGES AND MODIFICATIONS FROM ARCHITE.CTURA@_ LAYOUT. FAILURE TO 00 SO SHALL. VOID OUR APPROVAL OF THE TRUSS ENGINEERING PACKAGE, TRUSS MANUI ACF.:5ER SHALL ALSO LABEL ALL LOADS AND UPLIFTS ON PRI:LUMINARY DRAWINGS SEN 0 70 OUR OFFICE.. 13. AOL TRUSS 10 TRUSS CONNECTIONS SHALT.. BE THE RESPONSIBILITY OF THE SPECIALTY ENGINEER BUT AT A MIN, AOL CONNECTIONS SHALL BE CAPABLE OF WITHSTANDING A UPLIFT LOAD OF 750 08. 14. TRUSS BRACING NOTES: CROSS BRACING SHOULD BE LOCATED AT NO MORE THAN 8'--0"o.c. AT GABLE ENDS OF BUILDING (AS INDICATED ON PLANS). 1"x4" BOTTOM CHORD LATERAL BRACING SHOULD BE I...00AILD AT NO MORE THAN 6'-0"o.c. BOTTOM CHORD LATERAL BRACING SHOULD 1.3E CLOSE TO THE BOITOM CHORD PANEL POINTS WHEREVER REQUIRED BRACE SPACING PERMITS (AS INDICATED ON PLANS). CONTINUITY BOTTOM CHORD LATERAL BRACING SHOULD BE CONTINUOUS FROM ONE LND OF THE BUILDING TO TFIE OTHER AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY, USE MIN. 1"x4" GRADE MARKED LUMBER, NAILED WITH A MIN. TWO 16d NAILS, IN ACCORDANCE WITH NDS CRITERIA, AT EACH CONNECTION INCLUDING INTERMEDIATE TRUSSES. 15. OISTURE CONTENT SE -1400 BE 197 OR ESE O - R'I.. '-�,:c AND ..= T:;-, ,,. 1,.. ,..i., i _, PTA �. -int BEARING I„ .. r�• ,,-� � - ��-'� r :� 16. AD. c3O,�,., AN,,) T'L.P,f_�IRAiIJfe� Tllo.,a�.L�f, T}-I�. 101- �,.AIE.a �.1 ALL LOAD t,E.AI�INC ANIJ NON --LOAD BEARING PARTITIONS ARE lO BF Flic�ul..O,:KL.D. 17. OCR TRUSSES HAVING AN OVRERALL LENGTH OF THE: BOTTOM CHORD IN EXCESS 00 35 FEET OR 6 FEET OVERALL HEIGHT ERECTION SHALL BE SUPERVISED BY EITHER A REGISTERED PROFESSIONAL_ ENGINEER LIR REGISTERED ARCHITECT RETAINED BY THE CONTRACTOR. A RETAINER LETTER FROM THE REGISTERED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT SHALT.. BE SUBMITTED ALONG WITH THE. SHOP DRAWINGS AS PART OF THE PERMIT DOCUMENT. REINFORCED .ED MANY 1. ALL BLOCK MASONRY WALLS SHALL HAVE HORIZONTAL_ REINFORCEMENT " DUR--O--WALL LADDER TYPE SPACED 16" ON CENTER. MASONRY UNITS SHALL BE 2 CELL HOLLOW UNITS CONFORMING TO A.S.T.M, C'--90 WITH COMPRESSIVE STRI.NGTH OF 1900 P,5.1, ON THE NET CROSS --SECTIONAL AREA AND SHALT. BE 0411) IN RUNNING BOND. 2 ANCHORS IN MASONRY INFILL PANE.I S AS REQL 3. WHERE ANCHOR BOLTS ARE SEE.'[ IN MASONRY WALL, FILL BLOCK CELLS WITH GROUT FOR [3001100 COURSE ADD ONE GROUTED CELL ABOVE AND TWO GROUTED CELLS BELOW ANCHOR ELEVATION. 4. GROUT USED IN 11 -IE WORK SHALL CONFORM TO ASTM 0476 WITH A SLUMP MIX OF 8" TO 11", PROVIDE CLEAN OUT AND INSPECTION HOLES AT FILLED CELLS AT BOTTOM COURSE. 5. POUR GROUT IN LIFTS NOT 10 EXCEED 4 FT, 6. GROUT USED IN THE WORK SHALL OBTAIN A MINIMUM COMPRESSIVE STRENGTH 00 3000 PSI IN 28 DAYS. GROUT SIUMP REQUIRED 8" TO 11" PROVIDE CLEAN OUT HOLES AT TOP, MIDDLE . 7. PROVIDE 8" X 8" PRECAST CONCRETE LINTELS OVER ALL DOORS AND WINDOW OPENINGS, UNLESS OTHERWISE NOTED ON THE PLAN. 8. HOOK TOP OF VERTICAL.- BARS IN ALL -TERMINATING COLUMNS 2" BELOW TOP OF SLAB AND 3" BELOW TOP OF BOND BEAM. 9. BOND BEAMS SHALL BE CONTINUOUS REINFORCEMENT, PROVIDED BY LAPPING SPLICES NUI" LESS THAN 30". CONTINUITY SHALL BE PROVIDED AT ALL CORNERS BY BENDING 2 BARS FROM EACH DIRECTION AROUND THE CORNER 30" OR BY ADDING 2#5 BENT 30" EACH LEG, 1(1 A FLORIDA REGISIERED ARCHITECT OR PROF -[0010640 ENGINEER `?HALL. FJRNISH INSPLCIION OF ALL REINFORCED MASONRY STRUCTURES. 11. MASONRY BLOCK SUPPLIER SHALL PROVIDE CERTIFICATION THAT BLOCK SUPPLIED MEETS DESIGN REQUIREMENTS. CONTRACTORS 1. CONTRACTOR SHALT BE RESPONSIBLE FOR PROTECTION OF ADJACENT STRUCTURES, STREETS, AND SIDEWALKS DURING EXCAVATION AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD. SHOULD A DISCREPANCY BE FOUND STOP WORK IMMEDIATELY AND NOTIFY ARCHITECT. WORK CANNOT PROCEED UNTIL APPROVAL PRIOR TO THE FABRICATION OR ERECTION OF ALL REINFORCING AND STRUCTURAL STEEL COMPONENTS ARCHITECT GIVES HIS/HERS WRITTEN AUTHORIZATION TO DO 50. 2. CONTRACTOR SHALT_ SUBMIT 1 BLUELINE AND 1 REPRODUCIBLE SET OF SHOP DRAWINGS TO THE ARCHITECT 005 3. CONTRACTOR SHALL TO i_O'ATE ALL EXISTING 0fluTIES PRIOR 10 E:XCAVATIONN, AND 6060010. 160 01100 0INE06 TO ACCCMMODA10 NEW CONSTRUCTION. 4. CONTRACTOR SHALL WORK THE STRUCTURAL.. PLANS IN CONJUNCTION WI1T-1 TFIE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS. 5. EXISTING STRUCTURE: CONTRACTOR SHALL REVIEW THE ORIGINAL CONSTRUCTION DRAWINGS OF THE EXISTING INCBLJILDPRIOR TO BIDDING AND DURING CONSTRUCTION TO VERIFY THE EXISTING MEMBERS AFFECTED BY THE NEW CONSTRUCTION. 6, THE USE 00 SCALE TO OBTAIN DIMENSIONS NOT SHOWN ON THESE PLANS IS STRICTLY FORBIDDEN. THE RESULTING FROM SUCH ACTION. 7, IN CASE OL DISCREPANCIES BEIM: TN THE ARC IT AFFECTED. 3. AOL SPECIFIED MATERIALS AND CONNEC NGINEER WILL NO E30: RESPONSIBLE FOR ERRORS TURAL ANI) STRUCTURAL_ PLANS, THE ARCHITECTURAL PLANS SHALL GOVERN UNLESS STRENGTH 15 ORS CAN RE SUBSTITUTED WITH EQUAL. OR BETTER, WITH THE APPROVAL. 00 9. CONTRACTOR SHALL VERIFY THAT STRUCTURE IS CONSTRUCTEL) WITHIN THE CONFINES OVERALL LINTEL, LENGTH 22'--8" TO 3'--6" 3'-7" TO 4'-0" 4'-1" TO 4.-6" 66"..._ 4'-7" TO 5'--4" 5'-5" TO 5'-10" 5'--11" TO 6'-6" 6'--7" TO 7'--6" 71-7"..__..TO)-4' 9'-5" TO 10'--6" 10'.--7" TO 11'--4" 11'-5" TO 12'-0" _,.. 12'-l" ,....r0 13 4" 13'-5" 7O 14'-O" 14'--1" TO -14'-8" 14'--9" .1.0 15'--4" 15'-5" -I 0 17`-4" OVERALL [INTEL LEN GIL-i _ 2'-8" TO 3'--6 3'-7" TO 4'--0" 4'--1" TO 4'-5" 7" TO 5`- 4" 5'--5" TO 5'--10" 10 6'-6" 6"7„ TO 7',-6" 7'--7" TO 9'-4" 91A5" TO TO' -6 10'-7" TO 11.-4" 11'--5" TO 12'--0" 12'--1" TO 13'-4" 113'---5" TO 14'---0" 14'-1" TO 14--8" 14'--9" TO 15'-4" 15'-5" TO 17'--4" D r- ...� < z Er PRECAST U -- BUILDING PAD LS SAFE UPLIFT LOADS (1 TYPE 00 LINTEL_ 8E9- . r 80-12-1T PRECAST 1569 PRECAST 1363 PRECAST 1207 PRECAST 1016 PRECAST PRECAST PRECAST PRECAST PRECAST PRECAST PRECAST PRECAST PRECAST PRESTRESSED PRESTRESSED PRESTRESSED 8! PR 2524 2192 1940 1632 909 1492 835 13401 727 1021 591 680 530 552 4'74 465 470 441 418 373 384 346 239 323 224 302 157 255 8F16..._i,1- NGINEER OF" :ORD, LATERAL 8020-1T 8024 -'1 T 8028-11 80,32-1T 508 8003 RCA40 3547 4569 3079 2724 2290 2093 1880 1634 11333 914 798 72.3 606 559 519 485 404 3966 3508 2.949 2694 2419 2102 1471 1185 1034 936 783 723 671 626 520 5591 4853 4292 3607 32.95 2959 2571 10311 1458 1272 1151 962 88'7 823 767 637 6613 5740 5077 4.2.65 3897 3498 3039 21152 1732 1510 1366 1141 1052 976 909 754 '7636 1025 1024 1830 6627 765 763 1365 5861 592 591 1057 4924 411 411 734 4498 -..-^..340 339 607 4038 507 721 483 3508 424 a34 357 2494 326 512 227 2007 284 401-..-178 1749 260 452 152 1582 244 402 135 132.1 1218 1129 1052 872 ECAST U LIRr1"S SAFE GRAVITY LOADS (LBS/FT) TYPE OF LINTEL._ BUB PRECAST 2231 PRECAST 1966 PRECAST 1599 PRECAST 1217 PRECAST 1062 PRECAST 908 PRECAST 743 PRECAST 554 PRECAST 475 PRECAST 362 PRECAST 337 PRECAST 296 PRECAST 279 PRESTRESSED NR PRESTRESSED NR PRESTRESSED NR GROUT BFB --103 8F12---1 B 3069 4605 2693 4605 2189 4375 1663-- 3090 1451 2622 1238 2177 1011 1729 757 1245 643 1052 582..__....._ ................_.945 _. 540 873 471 755 442 706 458 412 300 783 710 548 #5 REBAR AT BOTTOM OF LINTEL.. 41°:\ CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL_ (VARIES) 75A" ACTUAL NOMINAL. WD y ,� �h MINIMUM � , ��FraiNF: 14+ BOTTOM PRODUCT CONTROL NOTICE OL- AC'IP TANCE CAS EXPIRATION DATE: 05---21-2.016 217 371 205 293 98 _....NR 284 ...._.,...._. NR 259 82 NR 194 63 109 6016 -103 8F20 --1B 8021-18 8628-18 810.52.103 6113 7547 8974 10394 11809 6113 7547 8974 10394 11809 611.3 7547 8672 102.94 11809 5365 7547 7.342 8733 4360 7168 6036 7181 3480 5381 8360 10394 2661 3898 5681 8647 1843 2564 3486 4705 15.53 2093 -2781 3643 1366 1846 2423 __.. 3127 1254 1684 2193 2505 1075- 1428 1838 2316 3002 1326 1697 2127 1370 1902 2245 2.517 1250 1733 2058 2320 950 '1326 1609 1849 10127 8,328 8825 6472 6390 4754 4006 3552 2883 26.30 2712 - 2513 204_x - = FILLED WITH GROUT / U UNFILLED QUANTITY OE REBAR AT { 601 TOM 00 I. VITT CAVITY 8 8-1B CRETE CORDO --- NOMINAL HEIGHT NOMINAL WIDTH C4sIATION A1ION. NOA NO.: 11-0121.04. 8" x 8" r, 16" CONCRETE -- MASONRY UNITS 9 GAUGE DUR--O--WALL HORIZONTAL REINFORCEMENT EVERY OTHER COURSE (LADDER TYPE) I A DUR-O-WALL_ DETAIL 8"x8"x16"CONCREI MASONRY UNITS VA I . CORN GAUGE DUR--O---WALL HORRIZONTAI. REINFORCEMENT EVERY OTHER COURSE (LADDER TYPE) DETA WINDOW SIL I SAIL - 'u`b1NDO1 OPENING PDURLI. ) IN PLACE CONCRETE SILL w/(1)#5 CONT. " X 3" CLEAR UNOBSTRUCTED OPENING REVISIONS: --SEE PLAN FOR BAR SIZE AND SPACING 0 3000 PSI GROUT FILLED CELL. PROVIDE CLEANOUT AT BOTTOM TO ENSURE PROPER OLE. ADD WEEP HOLES 41T 1/3 AND 2/:3 00 SPAN HOOK REINF. BAR 12" AT TOP AND BOTTOM 8" x 8" x 16" CONCRETE MASONRY UNITS W/ TYPE "M" MORTAR --4" REINFORCED CONCRETE SLAB WITH 616-1.4x1.4 WELDED WIRE MESH OVER VAPOR BARRIER ON CLEAN WELL COMPACTED FILL. -VAPOR BARRIER Po OUT FILLED MASONRY CELL DETAIL DATE: 10--18 -1 DRAWN BY: M.R. HECKED BY: 0.N, SCALE: 1/8"=1'--0" ANCHOR OUTLOOKER TO TRUSS -- w/ONE USP MP34 (N.O.A. \.. 07-0419.01) ANCHOR FASTENED EA \ SIDE W/4 -8d NAILS 2x4 X -BRACE w/ 2--16d NAILS AT EACH TRUSS CONNECTION, 2x4 PT NAILER w/ 3/16" x 4" LONG. TAPCONS 12"o.c. 24" MAX. USP ANCHORS, SEE CONNECTOR #2 ON ANCHOR LEGEND 12" MAX. ri USP ANCHORS, SEE CONNECTOR #1 - ----- ON ANCHOR LEGEND GABLE END 'PIGGY BACK' DETAIL -'ICAL WAL 9X1.1111311«. 9 -FASCIA BOARD - 2x6 OUTLOOKE.RS (T. 16"o.c. 2x6 BLOCKING - CONCRE TE RAKE HAM IF7311 SEE BEAM SCH. CONTINUE REINFORCEMENT FROM SECOND LIFT TOP OF BOND BEAM ,v) 7719— IN DOUBLE. FILL CELL CASES ONE BAR SHALL BE CONTINUOS OR HOOKED INTO BOND BEAM TOP COURSE, OTHER BAR TO STAY IN LINTEL. — SEE BON[) BEAM SCHEDULE FOR /512.6 MNFORCEMEN 41ammo... BOND BE.AM C.M.U. 6 SECTION PR-C-7AS) LINTEL - Fs3F16-11: SEE PLAN FOR SIZE AND REINFORCEMENTS. SCALE: 3/4"-1° SCALE: 4",-= rt7.7. ji .01WWAYIMMMMMORNMM.AMMMMINANCOMMOMMMMINdift „,....- LISP LSSH210 SLOPE HANGER w/(6) 1/4"ca TAPCONS (3)i" EMBED.) TO WALL AND (7) 10d x lYi" NAILS TO JOIST 12 111.1.41.11 SEE ARCH SOUTHERN PINE PLANS 3x6 WOOD EIEAM /41 " 0 EXP, BOLT COUNTER: - BORE HEAD INTO 4"x4" P.T. AND PLUG HOLE. FILL WITH CONCRETE AT BOLTS LOCATION OOD BRACKET DUAL 1-#5 w/STD ACI HOOK (TYP ) — BOND BEAM: REFER TO BOND BEAM SCHEDULE. CMU 1 It JOIST 16" o.c. GALV. JOIST/RAFTER CONNECTOR w/(2) 54" 014, THRU DOLTS. 4x8 WOOD BEAM ):"0 THRU-BOLT WITH NUTS & WASHERS -3x6 SCULPTURED WOOD RAFTER -- )12" 0 LAG SCREWS (1) )‘," EXP, BOLT X 5" MIN. EMBED, COUNTER BORE HEAD THRU 4X8 AND THRU 4X4 P1. W/ PLUG HOLE, FILL. WITH CONCRETE AT BOLT LOCATION, BOND BEAM CHANGE IN ELEVATION SCALE: 3 4"--1' BOND BEAM: REFER TO BOND BEAM SCHEDULE, 1»-#S IN 3000 PSI CROUT Ell...LED CELL. SCALE: 3/4'1,-, SEE CONNECTOR #1 ON ANCHOR LEGEND SEE ARCH PLANS 2x8 WOOD RAFTER TAIL f---CM_V. JOIST/RAFTER CONNEC1OR w/(2) k" DIA. THRU BOLTS, 3x6 WOOD BEAM Y2" 0 EXP. BOLT COUNTE BORE HEAD INTO 4"x4" '.1, AND PLUG HOLE. 1 ILL vo.H CONCRETE AT BOLTS LOCATION OOD BRACKET DETAIL -4x8 WOOD BEAM THRU BOLT WITH NUTS & WASHERS 3x6 SCULPTURED WOOD RAFTER h" o LAG SCREWS (1) )‘2" EXP. BOLT X 5" MIN. EMBED, COUNTER BORE HEAD THRU CO AND THRU 4X4 P.T. W/ PLUG HOLE. FILL WITH CONCRETE AT BOLT LOCATION. SCALE: CONTINUOUS 2" x 4" RIPPED DOWN W/ FELT PAPER WOOD BUCK w/1/4"- x 3" LONG TAPCONS 0 12" , MIN 1 1/4" EMBED. SECURE DOOR JAMB TO WOOD BUCK ---- PER PRODUCT APPROVAL. -- CONTINUOUS 1" x 4" P.T. FASTENED 10 MASONRY W/.099 x 1 1/2" COI, NAILS 00 8" o.c. TYPICAL EXTERIOR DOOR JAMB DETAIL SCALE: 1",, 30" MINIMUM ,••• SPLICE FOR #5's CT) HORIZONIAL REINF. OF BOND BEAM 30" MINIMUM SPLICE FOR#5's , ; • HORIZONTAL REINF. OF BON[) BEAM D BEAM CORN PROVIDE 2 -BARS AT BOND BEAM, TYPICAL VERUAL REINFORCE YEN NOT SHOWN FOR CLARITY HORIZONTAL REINF. OE BOND BEAM 30" MINIMUM SPLICE FOR #5's PLAN VIEW BOND BEAM CORNER REINFORCING BAR, (Z -BAR) HORIZONTAL REINF. OF BOND BEAM ---- BOND BEAM CORNER REINF. BAR ER REINF. SCALE: 3/4"=1` - - ATTACH WINDOW FRAMES THRU BUCK INTO MASONRY w/ TAPCONS AS PER PRODUCT APPROVAL CONTINUOUS 1" x P.T, WOOD BUCK FASTENED TO MASONRY W/.099 x 1 1/2" COIL NAILS 8" o.c. NQM MIN. 1); PENETRATION ALL WD. TO MASONRY FASTENER CONNECTIONS TYPICAL WINDOW/SLIDING GLASS DOOR JOB HORIZON FAL REINFORCEMENT OF BOND BEAM 30" MIN, SPLICE FOR #5's BOND BEAM CORNER JA 0/' MAX. SPACING FROM TOP A \ID BOTTOM PLAN VIEW - -- PROVIDE ONE CORNER REINFORCING BAR AT BOND BEAM, 48 BAR DIAMETERS EACH WAY. SCALE: 93, DOOR CLIP CONNECTION SEE / PRODUCT APPROVED METAL GARAGE DOOR APPROVAL. —CONT. -TRIM w/CON 1. CAULK BEAD ./ BY GARAGE DOOR MANUFAC. / 2x6 NAILER AROUND GARAGE DOOR OPENING FASTEN w/ ,1" x 3" TAPCONS STAGGERED 12" o.c, FOR ONE CAR GARAGE AND 6" o.c. FOR TWO CAR GARAGE. F3 DETAIL AT GARAGE MASONRY WALL OR CONCRETE COLUMN, REFER TO FOUNDATION PLAN, SCALE: 3/z ADNAMMININIMEMORIM WA= ampammommalsommomstAms"tama,mmwommurrniamismeMomma!rgoanwamournmonarnara.,,mramusal.somm, ill4MMI.SMOXIMPROQUIIVAMWORW REVISIONS: 1,1 BY 4:2 :1.9 cr Al' Lt./ 0416: DRAWN BY: M.R. CHECKED BY: C.N. SCALE: 1/8"=.1"-0" 10-18-1;) SHEET 0.4 OF 7 SHEETS 10•1111211.0 (RCM MIMINID•WIR13111•NR. --) PROJECT No.: 3 - MIRALAGO TOWNHOMES Jik TOP OF FLOOR 0 .VENN*IMWOITIMMONMIPMTNIMUTHYMMT"TONSMTRedlildWPTATIMITIMMTAWMINKMISIOM g MAM'TiPIMIRWAVATIOA PERIMETER NAILING w/(1) ROW OF 10d X3" NAILS 0 4" o.c. (TYR) - (1) LISP 7420 STRAP w/(5) 10c.1 X l)i" NAILS TO TRUSS AND EMBED IN WALT.. PLACE STRAP ON SIDE OF BLOCKING 2x6 CONT w/ Y4"0. x 4" LONG TAPCONS 9 8" o.c. (TYP) 2x6 STRONGBACKS (SEE PLANS) w/(2) --10d NAILS EA. TRUSS 2x4 BLOCKING 0 24" o.c, w/(2)10d 105 NAILS EACH END. MIN. 48" BACK,(FLAT) --10d X3" NAILS (4 6"o.c. PLYWOOD SEAMS INTERIOR SUPPORTS (TYP.) 3/4" GYPCRETE OVERLAYMENT. NOTE: PROVIDE 30 LB FELT PAPER AT ALL CONTACT POINTS BETWEEN WOOD AND MASONRY AND TO METAL (TYP) PREFAB ENG. WOOD TRUSSES W 2.4"o.c, UJ w (1) 2x4 NAILER, VERTICALLY 0.11' EACH LATERAL BRACING OCCURANCE. FASTENED w/ (3) Y4."0, x 4" LG. TAPCONS W 4" o.c. - CONT. 2"x4" NAILER w/ x 4" LONG HILTI PINS 4 16" o.c. (TV) OOD FLOOR CONNECTION 'DARALLEL TO WALL .-- 2 x 4 CONT NAILER w/ Y4."0 3" LC TAPCONS 0 6" 0.0 TO WALL AND ATTAC1-1 ST-FiATEING 11) UNE NALJLJS W/ 1o4 L 0" 0.0 SCAI_E: 19/32" CDX EXPOSURE 1 EXTERIOR F'LYWD. SHEATH'G -- -ENGINEERED WD. ROOF TRUSS 9 24" o.c. MAX. USP TH,./SS ANCHOR, SEE CONNECTOR #2 ON ANCHOR LEGEND '1\4 /X \ /----C.;IRDE.R TRUSS (RE.: PLAN) \\ ---2 x 4 UM. NAILER w/ Y.1"0 x 3" LO TAP036 0 24" ac. (Tr), ....(111{X1E BEAM REFER 10 PLAN AND 931-0. FOR SE AND REINFI LOW ROOF 2x4 x 24" LONG w/16d NAILS 16" o.c. CONNECT EACH BRACE w/(2)16d NAILS TO 2x4. 1" x 4" DIAGONAL BRACINGTRUSS ---- 2M GIRDER TRUSS ----(2) 10d NAILS (TYP) PLAN VIEW --- 1" x 4" LATERAL BRACING "RAT RUN" CIO) DIAGONAL LATERAL BRACING DUAL L _t I r' .1 1 LAP BARS 48 BAR DIAMETERS-- ICAL RAKE WALL DETAIL SC A I BB I irrn 11-'1 SCALE:. TOP 00 F3,. ELEV.- 9c--1 N6 AT BACK TO BACK BUCKET LOCATIONS. / ----VERIFY DIMENSION WI TH TRUSS MANUFACTURER PROVIDE 2 -FILLED CELLS w/ EACH CELL @ RIDGE L_. 1_ 8" VIA10NrY WALL _ J J r EEL BUCKET DETAIL CA 6- / PRE -ENG. WOOD • -FLOOR TRUSSES 0 24"o.c. TYP. 00 CA 3v. r() ,LQ r • SCA (YT V/ 55 5) LNJ 6•Kt. C'661 .E: 1 2" - 1' „SELSECOND_TILR. et/A,N, Tslia5-70-TR.155-- c7NNEcli7N 5Y MANUF. FFE-11M,I, lLiXA,I.2 GIRDER TR.lee USS 0 -R GI MFN,50° 1-1E,41)11J4.11- ----PROVIDE (1) USN MP34 (N.O.A.= FL, 01-0417.11) w/(4)8dx1VNAILS TO HEADER AN[) (4)8dx1VNAILS TO JOIST. ,UER 2x4 #2 SOUTHERN YELLOW PINE CROSS BRACING MEMBERS FASTENED TO TRUSSES W/2 -16d NAILS EACH END (REFER TO TRUSS NOTES AND TRUSS LAYOUT FOR LOCATION) iI CONT'. LATERAL WOOD BRACING NAILED TO BOTTOM CHORD MAXIMUM 8'..-0" SPACING AND AS REQUIRED BY TRUSS MANUFACTURER (REFER TO TRUSS NOTES ANI) TRUSS LAYOUT FOR LOCATION) TYPICAL X -BRACE DETAIL SCALE: ,5/4" - NOTE: 1. SOFFIT OE RAKE BEAM SHALL HAVE 4:12 (max) SLOPE, 2. FOR SLOPE ON TOP SIDE OF TIE BEAM SEE ROOF PLAN. PROVIDE "DUR-O-WALL" HORIZON1AL 3. RAKE BEAM SHALL BE MINIMUM 8" WIDE 13Y 12" DEE:T.P, 4. RAKE BEAM SOFFIT MAY BE STEPPED UP EVERY 8 FEET AT FILLED CELL w/ 1#5 BAR AS SHOWN. REINFORCEMEN o 16"o.c. AS SHOWN L-. io.4oNom,mx,...E0IINTARTIMARARTIETT9TMSTORTOTISTAA"TWIMMMATETITATEMOMPROMMI,TrYWASTIMIM RAKE BEAMS © PARTY WALL MUST EXTEND TO BACK SIDE OF FACIA. (TYP.) OR FIRE RATED PARTITION. MN' 35 L I. t3ET NOTES: 1. ALL 3/4" DIA. x 6" LENGTH, Oa" EMBED. DEPTH MIN., EXPANSION BOLTS HILTI BOLT 3 (CARBON STEEL). OR SIMILAR STUD TYP EXPANSION ANCHOR WITH ALLOWABLE LOADS IN GROUT FILED CONCRETE MASONRY UNITS: TENSION= 1620 LBS, SHEAR =- 3110 LBS 2. ALL 3/4" DIA. THRU BOLTS TO BE ASTM 4307 3. ALL STEEL PLATES TO BE ASTM A36. 4. ALL SPECIFIED MATERIALS ABOVE TO BE EQUAL OR BETTER. 5. 1/4" FILLET WELD FOR Al L PLATE CONNECTIONS WITH 570XX SERIES ROD PER AWS 0.1.1 6. ALL BOLT HOLES TO BE 1/16" LARGER THAN THE BOLT DIAMETER. 7. SEPARATE WOOD TRUSS w/30# FELT 8, USE PLYWOOD FILLERS WHEN REWIRED /// - 4#5 INT, REINF. AT A/C CHASE LOCATION trersommtnaramme.,,wesmmem (1) # 5 x 0" LO. EACH 005, TOP AND BOTTOM. -4#5 INT. REINE AT A/C CHASE LOCATION AS SHOWN ------- DIAM. MAX. OPENING TI -IRU BEAM FOR A/C PENETRATION. (4 MIDDLE OF SPAN A/C CHASE THRU CONCR: BEAM SCAL 16d NAILS EACH MEMBER 1x4 CONT. LATERAL WOOD BRACING NAILED TO / , AS REQUIRED BY TRUSS MANUFACTURER Bumpy' CHORD MAXIMUM 8'-0" SPACING AND (REFER TO TRUSS NOTES AND TRUSS LAYOUT -LOCATION) (OVERLAP 0 SPLICES) PLAN VIEW \ PRE-ENGINFERED WOOD 'TRUSS 'TYPICAL LATERAL BRACE SKI EXUND RAKE RBFFARM To FASCIA (.,,i,pART,y, wAl 1 5 (scA SCALE: 3/4",- 4) #3 STIRRUPS 0 I- ANTILEVERED BEAM EX OVER HANG (SEE R000 FRAMING PLAN) -SEE ARCHITECTURALS FOR SOFFIT CONDITION 8" C.M.U. PARTYWALL (TYP.) NDED RAKE B :AM • PARTY WALL SCAL OP OEILD.OR SEC VARIES (REFER TO ARCH PLANS =NA T WITT 01,PFTTTPPTY, ON A ICAL C 12 NMI ANSI IOR 224 TO TFI)SS w/(1) USP MP34 ANCHOR FASTENED w/4 -8d NAILS ---AT ENTRY PROVIDE 15/32" CDX PLYWOOD © TRUSS BOTTOM CHORD. CONNECT w/Fid NAILS 4" p.c. ENTRY PENFOR ..A/C DUCT >,T -2x4 BLOCKING 0 24" ,,y/N 10:3 TOENAIL E.A. 505 TO TRUSS /5 SCALE: 3/4",---1' X - (2)2x4 SIDE BY SIDE w/(3)1,6d NAILS TO EACH TRUSS (TYP.) 2x6 LATERAL BRACING 0 EV-0"o.c. (STRONGBACK) w/ 2-10d NAILS EA. TRUSS 2 T STRONG3ACK FOR A/C DUCT SCALE.: 1:117.7.1,7„ I u14 11 VERIFY DIMENSIONS WITH TRUSS MANUFACTURER VARIES (REFER TO ARCH. PLAN) 16) SPECIAL BRACKET DETAIL 7SDL-4' 12 KF" DETAIL VERIFY DIMENSIONS WITH TRUSS MANUFACTURER 22) 3".„ r3/8" PLATE (TP,) /-- 70P OF BOND ,/ BEAM. TWO P TRUSS W/(2)--3/4" DIA. BOLTS = 4240 # NTS 0 SCALE: N„ 3 PLATE IA" (TYP.) zrTOP OF BEAM. 3".4,4C,, IMRE" PLY TRUSS w/(4)-3/4" DIAM. BOLTS = 9926 # SCALE: 4 TO' TOP OF FLOOR WALL WALL BE CONCRETE - PROVIDE (1) 2x6 BLOCKING BETWEEN 'TRUSSES. FASTEN E3LOCKING w/(2) 10d TOE NAIL EACH END. 77- f ; . .. .. 1 ---PREFAB ENG. WOOD TRUSSES 0 24"o.c. USP SINGLE ANCHOR TA16 (FL 859) w/ (10) 10 x 1Y" d NAILS 0 E.A. TRUSS '666, / UJ (1) cr> /// 7.) / 55 USS SCALE: 4" - /7 .F.T.2,,N7F0E2773 CONCRETE BEAM TOP / REINFORCEMENT w/STANDARD 3EAV HOOK. EXTEND BOTTOM REINFORCEMENT OF CONCRETE BEAM 6" MIN. FILLED CELL REINFORCEMENT. BEARING SUPPORT SCALE: 3/d"=1 SCHEDULE SDL-2 AND SDL-4 K4ARK DESCRIPTION- ... 1 ANGLE 3" x x 1/4" 1N/ EXTENDED LEG (Fy=36K0I) SEE DWG. STEEL PLATE : 2 FOR TWO PLY TRUSS 9-3/4" x 5" x 3/8" Ey- 36 KSI. FOR THREE PLY TRUSS :11-1/4" x 5" x 3/8" Ey-- 36 KSI. 3 ONE(1), 5/8" DIAM. THRU BOLT. 3/4" DIAM, x 6" LENGTH HIL,TI KWIK BOLT 3 (CARBON STEEL), 4" EMBED. DEPTH MIN. OR SIMILAR STUD TYPE EXPANSION ANCHOR WITH ALLOWABLE LOADS IN GROUT nu_ED MASONRY: TENSION= 1710 LBS, SHEAR= 3305 LBS. 5 PREFABRICATED TWO OR THREE PLY TRUSS _ 6 119/32" CDX PLYWOOD DECKING. APA RATED SHEATING, 3 MEMBERS GIRDER TRUSS. //1-IELD VERIFY h. 2)2" 234" -----%"thk CAP "0" PLATE K2) WELDED ANGLE. ------ STEEL PLATE. TEEL BUCKET DETAIL 66,,,NOMPRIPMAI,61611.0551018,MM,F6116.41,1 11-) No 40205 CHECKED BY: 3. -DROP RAKE BEAM AT BUCKET LOCATION. AD) 2---#5 FOR EVERY 8" OF DROP. s L__5 OF 7 SHEETS ..,„_.... „..„ PROJECT No.: 3 MIRALAGO TOWNHOMES PRE --ENGINEERED WOOD TRUSS BY OTHERS ACCORDING TO STRUCTURAL TRUSS LAYOUT. CONSIDER VAULTED CEILING AREA IN THS SHEET, ARCHITECTURAL DRAWINGS AND DETAILS FOR TRUSS DESIGN. TOP OF BOND 3EAM 011, 12 ATTACH 2 x 6 FASCIA TO - WOOD "TRUSSES wY 2-16d NAILS © EA. TRUSS. 2 x 6 SOFFIT ShTOP OF FLOOR -"ELEV.=10'-8" �10416- SEE SHADED H0�0R TAPCONS FRONT LOCATION / � F ��� _ __.~_/ `` SzALImrS. ``-APPROVED STRAP AS REQUIRED PER APPROVED TRUSS DRAWINGS AND IN COORDINATION WITH TABLE ON FRAMING PLAN. ' # 5 YV/STD HOOK IN 3000 PSI CONCRETE FILLED CELL 48' OR AS SHOWN ON ROOF PLAN -PRDNDE (1) 2x6 BLOCKING BETWEEN TRUSSES, FASTEN BLOCKING w/(3) 3/16^ DIAM. TAPCONS X 5' LG. TO CMU AND (2) \Dd NAILS :TOE NAIL EACH END. -(1) USP T420 w/(6) 10d X TY/NAILS TO TRUSS AND [W8ED IN WALL. PLACE STRAP ON SID[ OF TRUSS. ----.Y4" PLYWOOD DIAPHRAGM W/10d RINGSHANK NAILS Os §°o°. INTSUPPORTS AND 4^0.0 AT PANEL EDGES, EDGE BLOCKING 2" NOMINAL. PLYWOOD SHALL BE CLUED W/ ADHESIVES MEETING REQUIREMENTS OF AFC -07 (TYP.) -Y4~ GYPCRETE OVERLAYMENT, 0,1 ' m 0 eqs 8"x8"x16" CONCRETE MASONRY UNIT WITH BGAUGE LADDER TYPE HORIZONTAL REINFORCEMENT EVERY / OTHER COURSE i ! `j PREFAB ENG. 'TRUSSES 4� TER BAR. ALL SPLICES SHALL BE A MIN. 48 BAR DIAMETERS 1N' RECESS AROUND PERIMETER REFE.R0 ARCHITECTURAL DRAWINGS (3' � m- \\ mm .'u` \ \ 13 (1) 2"x4" BLOCKING 24"v�. w/(2)18d NAILS TOE NAILS EACH END, END WALLS ONLY. -THD#O (FL 815. PRODUCT APPROVAL) M) )`,(CO TAPCONS (A~ EMBED.) TO WALL. AND (12)l0d x 1 )' NAILS TO JOIST. -1 #5 IN 3000 PSI CONCRETE FILLED CELL, PROVIDE CLEAN OUT AT BOTTOM TO ENSURE PROPER FILL. ADD WEEP HOLES AT 1/3 AND 2/3 OF SPAN. HOOK RE|NE, BAR 12" AT TOP AND BOTTOM. FILLED CELLS AT ALL CDRN[RS, OPENINGS AND AS SHOWN ON [0UNDATVAI PLAN. -PROVIDE TRANSFER BARS WHERE REQUIRED ON FOUNDATION PLAN - REINFORCED CONCRETE SLAB WITH 6X6 --1.4x1.4 WELDED WIRE MESH OVER \/APOR BRRIER ON CI.,EAN WELL COMPACTED FILL. TOP OF SLAB ELEVADOu 0" ^---� REFER TO SCHEDULE ICA'TWO STORY WALL SECTION ICAL � _ InAtrniPPROPOPPAMIPPMFMPPIRMIPAPPRMANSIOMMPOPMW- -�. QlAR \(T `.YP )YAP0R BARRIER ` | ^ ° GRADE 48 -BC -LAP 0� 4�-DE3-LAP -/-'h MIN. 12" or H P MONOLITHIC FOOTING -4" CONCRETE SLAB -1 # 5 REINFORCEMENT BAR CONT. SLOPE � .E.TE� � �� Famantannouwasummainommoomm <o TYPICAL SlEP DOWN • SLAB VAPOR BARRIER -_� NW& -l\" CLEAR (TYP.) SCA[ �' ��A|�/«" ~~��� ./,_ SCALE: 3 o 19/32 SHEATHING. FASTEN w40d- NNLS C45' Q.C. SUPPORT EDGES 8s: 10 d NAILS 4 6" 0,c, MAX. IN FIELD. PRE --ENGINEERED WOOD TRUSS � 24"o.c, 1x4 LAlIRAL BRACE 0 10'-O"o,c(TYP.) 0 71. 2x8 NAILER w/1/4" DIAM TAPCONS CONCRETE RAKE BEAM. SEE SCHEDULE FOR SIZE AND R8NF. FIRE RATED PLYWOOD 19/32~-48[ FROM CENTER OF WAKE WALL AND ON EACH SIDE OF PARTY WALT 2x4 NAILER w/ DIAM. x A" LONG TAPCONS 12^uc. (TYP.) (NAILER SIZE TO MATCH TRUSS BOTTOM CHORD), '-- # 5 W/STD HOOK IN 3000 PSI CONCRETE FILLED CELL @II 77^ OR AS SHOWN ON ROOF PLAN (—PROVIDE (1) 2x6 n/nrmuc BETWEEN TRUSSES. _'~` .'~.~... "`"�~ FASTEN BLOC|NG*/(3)J/16"0AM. TAPCONS X 5" LG. TO CMU AND (2) 10d NAILS TOE NAIL EACH END, --Y4" PLYWOOD DIAPHRAGM W/10d RINGSHANK NAILS 90^nc INT. SUPPORTS AND 4"o.c AT PANEL EDGES, EDGE BLOCKING 2" NOMINAL. PLYWOOD SHALL BE GLUED W/ ADHESIVES MEETING REQUIREMENTS OF A|C-01 (TYP,) Y4^ CYPCR[TE 0V[RLAYW[WT. /A\ /\` ' -�j ` \. --^ ' " c -/ m6rN3 ENG: � "i'� `�» TRUSSES (1) 2 0^xt3"x0^ C0NCHL|E MASONRY UN/[ WITH 9 GAUGE LADDER TYPE HORIZONTAL REINFORCEMENT EVERY OTHER COURSE \ PREFAB ENG. WOOD \TRUSSES 24"o,,. ' THD410 (EL 815, PRODUCT APPROVAL) w/(8) Y4"14 TAPCONS /mr ,."""` ," =^. ,.,.,. . ��°`� �+u ��"`x�/ ., mx� AND \u/�:o x � . ` ' LL ^ NAILS TO JoisT, 1 #5 IN 3000 PSI CONCRETE FILLED CELL. PROVIDE CLEAN OUT AT BOTTOM TO ENSURE PROPER FILL. ADD WEEP HOLES AT 1/3 AND 2/3 OF SPAN. HOOK RE|WF. BAR '12^ AT TOP AND BOUO@. FILLED CELLS AT ALL CORNERS, OPENINGS AND AS SHOWN ON FOUNDATION PLAN. 1 # 5 STARTER BAR. ALL SPLICES 1 SHALL BE A MIN. 48 BAR DIAMETERS • VAPOR BARRIER.- •-••••--4" REINFORCED CONCRETE SLAB WITH 8x6 -1.4x1,4 WELDED WIRE MESH OVER VAPOR BARRIER ON CLEAN WELL COMPACTED FILL. 1,,,APARTY WA L SEC W1''C1-1 EVER IS CR[ALER 48 BAR D|& OR 3'-O" ON CON HORIZON :FAL BARS, TOP OF SLAB [i8( ~ +�-O `1Y2" CLEAR (�j � `..^ 'J~ CLEAR (TYP.) `--MONOLITHIC CONCRETE FOOTING (REFER 10 FOOTING ~ PROVDE CORNER BARS AS SHOWN \L SAME SIZE AND QUANTITY AS H0nn neS ���� n/u�nn TrICAL FOUNDATION CORN MINBEAPAIMAIRCIIRMAIdffilmaro. Mel ER DETAIL SCALE: '3 ° �/» "'" ~/� _ -~O � 5 STARTER BAR. ALL SPLICES SHALL BE A MIN:- :\ 48 BAR DIAMETERS CONC. CURB r/(1)45���� REFER 10 ARCHITECTURAL DRAWINGS TERIOR � = VARIES w/FLOOR SLOPE - ~~ ' ~ ^ ` - - 4" REINFORCED CONCRETE SLAB WITH 6X6 -1.4x1.4 WELDED WIRE MESH \OVER VAPOR BARRIER ON CLEAN WELL COMPACTED FILL. TOP OF SLAB "LLYATON=YAIRIE3 ___- ' `, REFER TO SCHEDULE " -VAPOR BARRIE R. N..-- MONOLITHIC CONCRETE FOOTING (REFER TO FOOTING SCHEDULE.) ONOLM—IIC FOOTING GARAGE `` • VAPOR - BARRIER 3" CLEAR (TYP 1 1/2" RECESS. -- FFE.R SCHEDLL£�_ CONCRETE COLUMN. REFER TO PLAN AND SCHEDULE FOR SIZE AND REINFORCEMENT. VARIES w/FLOOR SLOPE MEMIartNIMINAINIIIMPIA = 1\. CLEAR (TYP.) SCALE: 3// --- 4" REINFORCED CONCRETE SLAB WITH 6X5 -1.4x1.4 WELDED WIRE MESH OVER VAPOR BARRIER ON CLEAN WELL COMPACTED FILL. 10P OFFF LLLVAU VARIES -MONOLITHIC CONCRETE FOOTING (REFER TO FOOTING SCHEDULE) SCALE: 3 4" CONCRETE SLAB \--MONOLITHIC CONCRETE FOOTING (REFER T8 FOOTING SCHEDULE) ISOLATED CONCRETE FOOTING (REFER TO FOOTING SCHEDULE) I A I� RaMMVAPai u� 8^ 0 N | \ - FRAME SEE SCHEDULE AND PRODUCT CONTROL APPROVAL FOR INSTALLATION METHOD ENTRY x^1 ,.(FFER TO SCI-LEDL3. OR FOOTING DETAIL VAPOR BARRIER \-mONOUTH/C CONCRETE FOOTING (REF ER TO FOOTING SCI IEDLILE) 4~= TOP OF SLA �-1r CLEAR (TYP.) VAPOR BARRER. SCALE: � SCALE: 3//"H' 2" X 6" (PT BEYOND) ��. / -PRDDUCTCONTROL APPROVED / GARAGE DOOR SEE DOOR / SCHEDULE | #3 CON SLOPE 4" REINFORCED C0NCREIE MONOLITHIC FOOTING --- (REFER TO FOOTING SCH] GARAGE DOOR FOOTING D FrAL TT TOP OF SLAB :1EVATION--- VARIES _ I-,--',--._ PROVIDE DOUBLE LAYER OF 6X6 -1.4x14 WELDED WIRE MESH 60" WIDE AS SHOWN ON PLAN -VAPOR BARRIER SCALE: z VARIES w/FLOOR SLOPE VAPOR BARRIER.----/ '/` MONOLITHIC CONCRETE FO0TNG--' (REFER TO FOOTING SCHEDULE) `' REFER TO SCHEDULE TOP OF FLOOR_ P,REP ENG. WOOF) \ ' IR.USSE5 OP OF SLAB MONOLITHIC FOOTING(REFER---i TO FOOTING SCHEDULE) WOOD POS 2X4 BLOCKiNG (1)USP 2T208 STRAP w (20) 10d NAILS DPTAIL 'LEAR (TYP.) ° m SCALE: 4"=1'-0" SECURE TO GIRDER W/ (U) 160 NAIL- / ,ijsp PBES44 POST CAP, OR EQUAL --":5ECURET0POST SECURE TO POST W/ (8) 160 NAILS USP PA44 HOLD DOWN OR EQUAL � NN,, � (1) ' DIA. WEDGE � ANCHOR 4" MIN. EMBED. 4"X4VilOOP " PODETAIL ST SCALE: 4"- ,, 1� �BY:DRA�� � /�HECKED BY: SCALE: [PROJECT No.: 3 - M/RALAC0 TOWNHOMES ,..„...mrimuam0.MMMMAMPMMWMMMMMVMM*ffftrrMMMMMMMP:* MMMMMMMMMMMMMMIVMIIMWMMUMZMMMSMIMMML UMMSVPMMMMVIXMVMMMMIMM MOMS 0.99:********** M0.90.2,MMIMMWMMAMIMMVOIM0.0.6010.11111MMWM****0.919WM "CD RAKE BEAM 0 PARTY WALLS MUST -- EXTEND 70 BACK SIDE OF FACIA OR FIRE RATED PARTITION. (TYP.) 26'-0" 25-0" 6'-8" 12'-2" . TOP OF BOND BEAM .1.5)1a. ECEV. -.419L11'-' - - / (,,_ 1 .. 115.; N .; - / B/E (15'P.) BA \ 20. C's) 4. , 1 10-7' .4,55 ..._ LI) ;• - I ! piri—FTITO ,i 0. r - ;/-5,INE \OE TRAY 0 'A CLG (TYP) clap ( 24-4" /CU/ qqB/E -14 I 1-- 1 S4 4 LATERAL -0110r- p.7 1x4I LATERAL BRA(IN-G10-1(t--0"I o.c. ; x/TjLATErtRALIBRAc„TNGp-i IiipIi -I .41 Im 1', I I' I s• -- --" I II 10'-5" UNIT D ROOF FRAMING P SCALE: 1/5 - 1-0" ACTUAL- UPI IFT •.„ REOUIRED--/ ANCHOR 16 -Th t : 25'- 8" 13'-11" 25'-0" F.L7 3 2' -9",j, TOP 'A' BON7 BEAM ELEV,=+19'-11' / 11x4 1,ATETRAL BRA ,ND 16"-Ot„.o221. I 1]x4 LATE:R i I I I O" 0 1II_ 7°---0" II; ; 7), P;5.1 Er -yr ! H talj flH 1 1 1 rlyr.0.1 1;1 FT6, 7Pa ; "I 11 / I I 45M GIDE,TRUSS DER' TR .-F1-67/1 - - - UNI LAN 7', 6 25'-8" B VP..8=1:9M.D.X,V2IYAZINI.V.MVIIMMTIMMIMIWAVIVNIVORMIKAATIMATOMIMOMMIMMIVIIMIIIIIMMilIMMOV.157111INIMMIAMIIIIKINENKTMORMER B/E = BOTH ENDS OF TRUSS = GRAVITY LOAD TYP = TYPICAL a a ANCHOR LEGEND 0.100.10.510591P0.0.591AMEN -- (1) USP 'IA16R w/(8) 105 x 1Y; NAILS FO TRUSS AND (1) USP TA1S w/(8)10d x 1X" NAILS TO TRUSS. UPLIFT CAPACITY = 2410 LF3S. 1) USP 1A165 w/(8) 105 x II" NAILS TO TRuSS„ UPLIFT CAPACITY = 1205 LBS. SPECIAL. BRACKET DETAIL SDL-2, SEE DETAIL ON PAGE 55 UPLIFT CAPACITY-. 4240 U35. (1) USP THD28 (FL 13285) w/(4) 1/4" DIAM TAPCONS (A." EMBED.) ) TO WALL AN[) (20)10d x 1,k" NAILS TO GIRDER TRUSS, [I.. SPECIAL BUCKET.SEE DETAIL 17/55. UPLIFT CAPACITY = 2266 LBS. SPECIAL BRACKET DETAIL SDL-4. SEE DETAIL ON PAGE 55 UPLIFT CAPACITY= 9926 L.135. UPLIFT CAPACITY= 11502 LBS, POIDONSPIRPROPPRimmorammummora 10'-6" 126:7: UNI A 7" -1" 10"-2" Kt" OXIBMVIMPAVAIONWMISAVINORMAIMINOMFAL BOND UNI R(B \ B/E c 10'-2" BEAM SCHEDULE 6081.1M11111116161111.16111‘11MIIMUMW111.......*,...4.......nammumaiwuNtmdARIPAIM119011166011011011011010MblIVENNINONNEIRI )#5 [3 116-2 8"x16" w/ (1) #5 (TOP) CONT. BAR. BOND BEAM -LINTEL. [81:16-1B 8"x16" w/(1) #5 TOP AND (1)#5 BOTT. CONT. BAR CONCRETE: RUED NOTES: 1. ARCHITECT TO REVIEW AND APPROVE ALL BEAM ELEVATIONS AND BEAM DEPTHS. 2. ALL BOTTOM REINFORCEMENTS SHALL EXTEND 8 INCHES INTO SUPPORT, 3. REINFORCEMENTS SHALL BE CONTINUOUS WITH 48 BAR DIAMETERS LAPS. 4. PROVIDE (2)#5x60" CORNER BARS 30" EACH WAY 0 ALL CORNERS. 9101509911011RIGIMIRSOILIMEMISIENIMEM . 41111/17141117MBRIMIBEINVOIMUSEVIMMP NO ES *MAW* 0.0.90.0.***99 lagegANOSM0.0.=0.0.10.~AMffiffe=0.01===0.20.6niNiAtia*m0.99* CONTRACTOR SHALL. COORDINATE AND VERIFY AL.L DIMENSION SIZE AND LOCATIONS OF ALL WINDOW/DOOR OPENINGS AND OPENINGS IN SLAB WITH ARCHITECTURAL DWGS, 0 FILL CELLS INDICATED ON THIS SHEET INDICATES 2nd LIFT FILL. CELL LOCATIONS, PROVIDE 30 TB FELT PAPER AT ALL CONTACT POINTS BETWEEN PT WOOD AND MASONRY (TYP.) PRE-ENGINEERED WOOD GIRDERS WILL BE DESIGNED FOR A MAXIMUN DEFLECTION OF 1/2" TYPICAL. ALL WELDS TO BE DONE BY CERTIFIED WELDER PER AWS 0.1.1. USE E7OXX SERIES RODS FOR ALL WELDS. (TYP,) 1-#5 REINFORCEMENT BARS, GRADE 60 IN GROUT FILLED CELLS AT ALL CORNERS, NEXT TO ALL OPENINGS, — AND 48" o.c. AT EXTERIOR WALLS AND AT 72" o.c. AT PARTY WALLS OR UNLESS OTHERWISE 81 2 GROUT FILLED CELLS BENEATH GIRDER TRUSS, SEE DELEGATED ENGINEERS TRUSS LAYOUT FOR EXACT LOCATION 7711" ANSMAIMORESSIMINCRIMMUNS 25'-0" UNIT A 0. (0 t.0 0.941040. a = 10% OE MINIMUM WIDTH (FT,) OR 0,4h WHICHEVER 15 SMALLER O = MEAN ROOF HEIGHT (FT,) 19/32" COX PLYWOOD DECKING, APA RATED SHEATHING, NAILED 10 TRUSSES w/lOd GALVANIZED RINGSHANK NAILS, TYPICAL FOR UNBLOCKED DIAPHRAGM: 4Q.NES ZONE & (2 10d NAILS 6"o,c. THROUGHOUT. : 10d NAILS 0 4"o.c, AT EDGES. 10d NAILS 0 6"o.c. AT INTERMEDIATES. GOOF SHEA NG FASTENER DETAIL ',SCALE: N, T.S. 0.****1910.11MMV., 0. *NM M0.0.10.60.90.0.0.0.9.110.90.0.1MM z z L1 2135 DATE: 10-18-13 DRAWN BY: CHECKED BY; SCALE: o — 3 3 OF 6 SHEETS --RROJECT No.: 3 MIRALACO BLDG TYPE 5T-BLK 4 ............—__ ,51551(54401,"51111rnII CY/ 1 TIP OF FLOOR , I Er,) C) II 25--8" 6'-6" F -..f..§71 [41 1.g.5-11111 - - - - - • --- - - - [8E8-181 [BFB---fil 126',-0" 25'- 25'-0" 77077TITIT \X) .92 I 3M GIRDER 'IRUSS rl ; (01 .-125:1 7 (..!.id - - 3M GIRDER TRU_ EF 2/55 G=2383# FIE, 1 , 2 Sr- 1 3M GIRDER TRUSS SECOND FLOOR 3M GIRDER 'MUSS 01.1271.1] [01Pg 1M GIROER -ITRUSS 1 -1- F I I I 10-2" TOP O1- 3 BEAM ELEV.= -I 9°-1" 26'-0" UNrr D ECOND SCALE: 1/8" IRKB A BEiM TYPES qua 1. ARCHITECT TO REVIEW AND APPROVE: ALL BEAM ETI EVATIONS AND BEAM DEPTHS, 2. TE BEAMS SHALL HAVE 043 TIES 0 12" 0.c. AT ALL CORNERS, EACH WAY AND 48 0.c. REMAINDER. 3. PROVIDE (2)#5x60" CORNER BARS 30" EACH WAY 0 ALL CORNERS. 'Inne.4s L.00 CONCRE 2/55- 0=31 / WO 2/55 / _ " _ _ 1.44.4.&41.0.101, F -1J SECOND FLOOR wr'ELEV.=+10' 2/55 3M GIRDER TRUSS F6271T")85— — I 55 [ 3M GIRDER TRUSS 4 55 TOP OF COLUMN SAME A$ -rDPI, OF FLOOR (TYP). F-1:1-11 '77.77 1M (2R()ER TRUSS fkift .....-1.ETZTaZ:Z=LKI.U'L'Ot=6.2210.01.01 • 1 I \ -2/S5 [ G=238.3# ________ -2/S5 6'-- 7" , MIPPIMPAMYMIIPMNIMUST/31.61M0DROMPWIWIL. ,,,APPOMMAMMINIMMXISSXMORMSOHIMIPOIMI 25'-0" D.ff.11B [8,FT37d, FCON(5FroTT 3M GIRDER TRUSS 2/55- -‘ " .. - -------------- ---------------- [ G=317.224 [ 3M GIRDER TRUSS 2 10-2" 25-0" UNIT 13 RAMING PLAN E BEAM SCHEDULE MINNIMARMOSIAMIBMWERIONORMAIMMNSUMMIRO, REINFORCEMENTS TOP OF BEAM ELEVA LION +10'-9" 8" 20" 2--#5 BIT BEAM=81T. OF TRUSS +10.--8Y2" 8" 54" 2.- #5 BIT BEAM=TOP GARAGE OPEN. VAR 8" 12" 2-#5 - 2-#5 4-#5 TYPE- G WiNIVAIMEWORMAIPARIMUMNIANAMMOMIPAZIMA 4-#7 2 #5 2-#5 -3"x3" OPENING 0 BIT,. // \ TO EU AREA '(1)#4 E.A. FACE ' F.OUR ARCH w/3000 PSI CONCRETE LINTEL ARCH BEAM 2 (TTP) STIRRUPS REMARKS #3 @ 0.6 #3 0 8" 0.0 SEI DETAIL #3 © 48" 0.0 --IF PART OF BOND BEAM 1 CONTINUOUS REINFORCEMENT RAKED BEAM PREAK OUT BI.00K AND TIF DIAGONAL REBAR TO VERT, FILL CELL AND TO LINTEL (FYI:), EACH FACE) -51 'WA 6P 0=13 BEAM ELEV.= 9'--1" UNIT A 441,444manottni1111511515955911W154511 BEAM B-2 DETAIL 15, XIAMMAN"Stl. MOIRMMIUMMO.NIMVIAMM MIAMEKVPIMWAMINAMWWWXYMM ,AAWWWWAWIMMIRMIMMMANIVAIMP \\\ -6#5 CONT. BARS `-"FIES #3 0 4"o.c. TOP OF FLOOR ELEV.= +10'-8" 1#5 12" O.C. 10-2" 10'_-10- 25'-- 0" UN11 C 25'-4" 8" 5' — 3" , TOP OF FL, OR ELEV.=+10' [111P 113] f8F8-101 8F8 -1 -ET .-,SECOND FLOOR ELEV.=+10'..-8)i" 6; ES --------------- -1 I CI I MI '6 t -L5L, tt>,- 71, — ±1. Wg 00 PI 0)7 _ --2/S5 2/55- 3MGIRDER TRUSS . 17:117igir 3M GIRDER YROSS 2/95--/ D...., 1 1 1M GIRIOER TRUSS i r 1 biTil I. r 1 1 , .,....11.11 IL 1 ,,,,,Z:ZETZZIZZ,Z.ZZLTZ..L77..M,L,..Z.r..A.TLirlii OP 00 0 BEAM ELEV.= -I 9'-1" 10'-2" UNI 10'72" ...........44,,,,m4w.,444,444,4111515211911150112EMNININNANNYNICININSAINANNIIRNINEINNENININNENSNEMBEIMMICEVEROMM'Ait BOND B [8F8 -1B] 8"x8" w/ (1) #5 CONCRETE FILLED LINTEL EAM 8"x12" (2) #5 CONCRETE FILLED LINTEL SCHEDULE (1)45 BB -1 8"x16" w/ (2) #5 CONT. BARS BOND BEAM turtalkomummumommimmumUNIMMISOWNIMMI -(145 BB- 2 I 8"16" w/ (1) #5 CONT. BARS BOND BEAM NOTES: 1. ARCHITECT TO REVIEW AND APPROVE ALL BEAM ELEVATIONS AND BEAM DEPTHS, 2. ALL BOTTOM REINFORCEMENTS SHALL EXTEND 8 INCHES INTO SUPPORT. 3. REINFORCEMENTS SHALL BE CONTINUOUS WITH 48 DAR DIAMETERS LAPS. 4. PROVIDE (1)#5x60" CORNER BARS ,30" EACH WAY ALL CORNERS. 44* 0555115555555,555555551591,764 NOTES 1. EXACT FLOOR LAYOUT SHALL BE AS PER FLOOR SHOP DRAWINGS ALSO SEE SHOP DRAWINGS FOR LOCATION OF REQUIRED MECHANICAL OPENINGS. 2, CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSION, SIZE AND LOCATIONS OF ALL WINDOW/DOOR OPENINGS AND OPENINGS IN SLAB WITH ARCHITECTURAL DWGS. 3, FILLED CELLS INDICATED ON THIS SHEET INDICATES FIRST LIFT FILLED CELL LOCATIONS, 4, PROVIDE 3/4"thk GYPCRETE OVERLAY ALL 2nd FLOOR AREAS EXCEPT UNDER BATH TUBS 4 SHOWERS WHERE A DOUBLE LAYER OF 3/4" PLYWOOD IS TO BE INSTALLED . INSTALL 2x0 STRONG BACKS IN THE FLOOR TRUSSES BELOW ALL 2nd FLOOR BATIHTIJI3 AREAS, FASTENED TO TRUSS VERTICALS w(3) 16d NAILS . PROVIDE 30 LB FELT PAPER AT ALL CONTACT POINTS BETWEEN WOOD AND MASONRY AND TO METAL (TYP) SHORE ENTIRE FLOOR AT 4-0" 0,0 FOR LOADING OF SECOND LIFT OF CMU WALL. B. CONNECTIONS MADE BY MANUFACTURER. PROVIDE SHOP DRAWINGS AND CALCULATIONS FOR APPROVAL 9. [G--#### #1 REPRESENTS GRAVITY REACTIONS, 0+1 CONNECTIONS MADE BY MANUFACTURER. PROVIDE SIT01717AWINGS AND CALCULATIONS FOR APPROVAL. INKAVOMINARZONSIMISMILIMNran '11 talint, & 31, KWAIRIGA ..8M6MINONWAYSMVOMMIVAMMIWAVOIMOMMOIMAIMMNik ikhlin,4911.1"10# ..„ MONNIVOIMIRM".2"MTMXIIMKOMMIIMMINIUMMIMMV"AMIMMIRINWPANKAPIMMIIMMSAMMIIMANt..YIWOMMIAMIWIFESPANNO ,segimanamunnumsemonwmoomm DATE: DRAWN BY: CHECKED E3Y: SCALE: SHIFT 2 OF 7 SHEETS PROJECT No.: - 3 MIRALAGO DG TYPE 5A-BLK 4 EIII Ns 7 m, • ' 01 LC). 0'4 PAVERS SIP 1W tt PAVERS „fir [„11,....f._ • r- MF24 6 AFS6---jg 5'--8" TOP OF SLAB ELEV.=-14-0' rj.1 TEE In 1.9"--0" BEAM ABOVE 6°-0" OM MI 25'-0" W--10" 5-10" 126°--- . 2 1 PAVERS f pi PAVERS (C4, •'`. -0-'' ' -NT -IW • _Ix, . _ .....7' infir a 0., MH6 6 A....„„a _H1* PAVERS 1E36 Lilo tr. 26'-0" UNIT D FOUNDATION PLAN SCALE: 1/8" = 1'--0" LI 121 (1) r MF24 MF24 ; I P OF SLAB 0'...-0" cJ L§] T Tr) 19'-0" [ MF16 1V-2" 25' 0" NDATION NIT B Ncy , 10'-2" BOLS —4- C‘I TOP OF SLAB ELEV-. ! 1 „44.„1 ,iLllLLLi In,v, t1. PAVERS _J F35 i r [ 9 iMH6J, Tr) . 4 19'-o" BEAM ABOVE 1141MitNititIMIKIMMISRMINNIMW1MitMatIrlIMPOWlaW"MPW uttAtt0PAIMIIMXIIMPHIMOMMIAMN.00teV 4" REINFORCED CONCRETE SLAB WITH 6X6 -1.4x1.4 WEI_DED WIRE MESH SUPPOR1ED FOR REQUIRED CLEARANCE. 3'.--0" ox. OVER VAPOR BARRIER ON CLEAN WELL COMPACTED FILL FREE OF ORGANIC MATTER. MAXIMUM SIZE 01 ANY ROCKS WITHIN 12°' BELOW THF FLOOR SLAB SHALL BE A MAXIMUM OF 3" IN DIAMETER. CONCRETE rc--.43000 051 4" THICK CONCRETE SLAB, VERIFY SIZE: & LOCATION RECESS STIT:i' x .L/--12" AT GARAGE 9007 4 RECESS SLAB 1 1/2" x 6" AT SLIDING GLASS DOOR OPENINGS [B L-0:::7 1-#5 REINFORCEMENT BAR GRADE 60 IN GROUT FILLED CELL AT ALL, CORNERS, NEXT TO ALL OPENINGS, 0 48" o.c. AT REST OF EXTERIOR WALLS, t 72" AT PARTY WALLS AND AS SHOWN ON PLANS 1--#4 x " LONG TOP TRANSFER BARS 0 24" o.c. AS SHOWN ON PLANS. 1 #5 0 16" o.c 110 ED 0611 (FOUNDATION TO ROOF AT DOUBLE- HIGH WALLS) PROVIDE (2) # 4 X 4'-0" LG. CORNER CRACK BARS AS SHOWN. PROVIDE DOUBLE LAYER OF 6X6 -1.4x1.4 WELDED WIRE MESH 60" WIDE AS SHOWN ON PLAN = INDICATES COLUMN TYPE AND START OF COLUMN AT SLAB ELEVATION OR DE BEAM ELEVATION SHOWN. REFER TO COLUMN SCHEDULE FOR REINFORCEMENTS. = INDICATES COLUMN TYPE AND END 01 COLUMN AT SLAB ELEVATION OR TIE BEAM ELEVATION SHOWN. REFER TO COLUMN SCHEDULE E .7 REINFORCEMENTS. NOTES CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSION, SIZE AND LOCATIONS OF ALL WINDOW/DOOR OPENINGS AND OPENINGS IN SLAB WITH ARCHITECTURAL DWGS, FILLED CEILS INDICATED ON THIS SHEET INDICATES FIRST LIFT PILLED CHI LOCATIONS, ALL WELDS TO BE DONE BY CERTIFIED WELDER PER AWS 0.1.1. USE E70XX SERIES RODS FOR ALL WELDS, (TYP,) FOUNDATION AND TOP *TRANSFER BARS DESIGNED 13Y RATIONAL ANALYSIS. FOUNDATION DESIGNED FOR 300() P5F PRESUMPTIVE SOIL. CAPACITY, e ENGINEERED Lft-TIT MASONRY DESIGN. ST0)CI-[,1 INSPECTOR REQUIRED. Vnbt.(189.MIMMIW 4.4IWM tolf StAtOtAtitrnHAMEtot rvAtternternto, etdM152TVERMIM. 10'-2" 10-2" )" NIT A i .1, 1, 5'--3" 25'---0" 6°-7" T- 4" CA $CO:ii.131 • ' 1!#1,1-1.K7 ' MF24 14111 PAVERS 0_ 4'-9" 171 RI+ r TOP OF SLAB 1 TEE t' - 1#1 PAVERS it. • • • 1 MF24 1 . . , 1 - : -I I 0 19-0" LJ— a. 1 CA tOti. tOtatttUNtttrnithketilttti.tatittl.att t.thIntEntM 14_1 Q FOOTING SrH C'_41 :3-- itatIMM"IMMIM F16 A 16" CONT, 12" MI:16A C 16" CONT, 12" MF24 MF24A C WF16 B TOP / BOTTOM REINFOCEMENT A 2 #5 2 #5 MONOLITHIC FOOTING A 24" CONT. 12" 3 #5 #5 0 18"o.c. MONOLITHIC FOOTING 10'-- 25'-'0" UNI LJ LE REMARKS c MONOLITHIC FOOTING 24" CONT. 12" 4 #5 #5 018"o.c. MONOLITHIC FOOTING 16" COWL 12" 2 #5 WALL FOOTING 1135 11 35" 35" 12" 4 #5 4 #5 ISOLA TED FOOTING '168 D 8" CONT, 10" 1 #5 FOOTING 'TYPES TYPE --A TYPE- Q ;YELL STEP DOWN SLAB -41 TOP OF SLAB F! Tri I 4 , „.... PAVERS A ( 1-71-1 BEAM ABOVE a g__MF16 03 10[7-2".__ 10'-2" 5` 0" UN! A 11 est (7) 1 10'-2" COLUMN „4-1 -1 U REINFORCEMENT Ott1011. )1 :NSIONS TYPEL:P LPUTE: RO\QE (2) 30" x 30" #5 CORNER BAR 0 ALL FOOTING LORNERS EXTERIOR EDGES, StINE ..CPMMOLIMMM11,11,MMNIMMWM A ,„— C2) A VERTICAL HORIZONTAL REMARKS ' ' WIMateltaitM1WPOIRWIN,MAIONWMARAMWMMIN 8" x 16" 8" x 18" 4" x 4" COLUMN TYPES 6-#5 TIES #:3 8" o.c. CONCRETE COLUMN 6-#5 TIES #3 0) 8" 0,c, CONCRE.TE COLUMN 4 X 4 P.T. WOOD POST (TYPE SOUTHERN YELLOW PINE SEE 8/54 ---- #5 DOWELL REBAR w/MIN. 30" LAP (TYP) ib --- (2) #5 FILL GEL REBAR E.A. FACE W/3000 psi CONC. NOTE: 1. ARCHITECT TO REVIEW AND APPROVE ALL COLUMN DIMENSIONS. 2, ALL SPLICES TO BF A MINIMUM OF 48 BAR DIAMETERS, - #5 DOWELL. REI3AR w/MIN. 30" LAP (TYP) (3) #5 FILL CELL REBAR FACE. W/3000 psi CONC. -CONCRETE [I[1..A8 1/8" SAW CU - • . 'V. FILL SAW CUT WI TH NON --SHRINK GROUT -X --X- -X- -X-- -X....-*-'-«* -X A- --X--- X-- -X --X- X- 7 CUT ALTERNATE WIRE REINFORCEMENT AT CONTROL JOINT. NOTE: SAWED JOINT SHALL BE CUT WITHIN 24 HRS, 01 CONCRETE PLACEMENT, TYPICAL SAWCUT JONI (S.C.J.) SCALE: U.S. REVISIONS: Nti Lr) ry 11 11 r 11 1 DATE: 1 I DRAWN BY: CHECKED BY: SCALE: SHEET PAIMPIRAMIIIIRMNIRRAMIIIMMIlltalltent) s1 (...1 OF 7 SHE] S 011.01•01•111111111116 PROJECT No.: --- 3 MIRALACO BLDG TYPE 6A-BL7 4 CJ1 CJ3 1.1 4.4. WakINERWMOIStelau • u. 1.11, 1.1.1 au.a, 0.....“16.1.1101.111 411...ildrni.M 4 N .1,1W4 guarn,...1.1x1 26-00-00 !cD 1.1.1 11.1 LU co ; .0 (NI LU 10 Cd1 -0 CJ51- J7T J7T J7T CLG J7T J7 J7 J7 J7 J7 J7 7-00-00 --- - J7 J7 J7 J7 J7 CJ5 CJ3 CJ1 N 0 0 N 8-90 4/16/2013 \ I I I I S. , /c ....... 4 NN \CEN, *21: • * - N 34$69 i i.t E • S TAT E OF ' • . oROP`.•*6" ///,,,i0N Al- 0 ///imt\\\ 1109 COASTAL BAY OYNTON BC, FL 33435 JULIUS LEE P.E. 1109 COASTAL BAY BOYNTON BEACH, FL 33435 FL P.E.# 34869 DURATION FACTOR 1.25 0 0 co 0 !I ; 0 N 0 0 0 N N CV 0 0 0 0 LOADING a cc LIVE LOAD 0 um DEAD LOAD cc LIVE LOAD 0 5 DEAD LOAD TOTAL LOAD 25-00-00 MODEL D ROOF FLOOR WIND LOAD SYM 20 40 ASCE 7-10 \A,/ JUS24 , 15 20 170 MPH B JUS26 10* 0 CATEGORY I I \ C7 THD26 10 5 EXPSOSURE C THD28 K/ °Ct 0 TR1 CLG 9,-8,, 24-08-00 a I 0 0 ! 0 ! 0 0 a 0 0 ' 0 1 0 0 1 1 0 0 0 0 ; 0 1 0 0 , , N ry N N N N THE / 0 0 riv 1 LO !!0 MARK/TRUSS LABEL REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING 0 1! CIO 0 0 0 0 N LL. LL jTIAY CLG 0 0 0! 0 ! N N 5-04-00 5-03-00 HANGER SYM HANGER Gy MSH422 (H/ JUS46 HJC26 45 masuausaam.w.a.r.u. *Non- coactirren 65 1.00 BLDG CODE FRC - 2010 TPI - 2007 E/ THD26-2 (F/ THD28-2 9-10-00 MODEL B 5-03-00 ILL HATCH LEGEND 9'-1"AFF '191-8" A.F.F. RAKED WALLS 126-00-00 24-08-00 /_cc\31 LL 0 0 0 a 1 0 ! 0 riv LJ 0 0 0 0 1 0 r -J ! CD 0 - 4 LL 0 0 0 0 ! 0 0 ,r 6 3/16" 1'-0" SQUARE CUT OVERHANG 0 u- 0 0 - 0 0 rJ LL TYPICAL END DETAIL 25-08-00 .11.04.4.1.4mMtiVa.....,,,d... • 0 6 , a N 0 0 0 0 0 0 I 0 ,,+, (2) -_, 6 0 0 0 , rN (-v c-.) 24-08-00 MODEL A 5-00-00 0 0 0 0 N -00 0 r\I FOR BRACING & ERECTION DETAILS REFER TO 13CSI-03 AND/OR ENGINEER OF RECORD DRAWN TP DATE 04/16/13 SCALE N.T.S. JOB # (LT/ THDH28-3 c'N117 BY OTHERS MASTER YLTPML5A REV DATE BY amatimatu...mag DESCRIPTION It is understood that above conditions have been reviewed & are acceptable for the fabrication at trusses, elevations,pitches, overhangs, fascias,ceiling elevations/pitches, bearing conditions & all detail pertaining to this truss placement plan. No back charges will be accepted without previous written approval from an A-1 Roof Trusses representative. 4-09-00 1 0 - 10-00 MODEL C REVISE & RESUBMIT REJECTED REVIEWED BY: 4-09-00 z LQ LL 0 0 0 ! 0 N CN aulM1W1MVAPPRIM 41 Lo .0 L'e) LL LL 1AY CL 91-8" 0 0 - 0 - - 0 0 11 al a. MI .11144MOMORMOSASSNOWNWHINAPAIds. NO X f;.-.).\./ 1"1 N i!! MAO. C ! T ! corre,„th)115 0T-1.1.10 1,1•1. iCT! reVi,(1),,A/ d;) Mot m!1/;,,,,;1, !..,!,,r.HH.;!!H.,!:' !!(,)!)! ;!,!!!,c --;!."re ,f„;\,nt!,,, t;;;01i!p'Har!!".e! !,.,v,°!!!! !!!!'ic 0,,Hoc.,6! (a'1:1aH ,!,nd (//1i"! ir!Hr..;rml:•HH(H! (!!,! 44 4„,,! I.! ,,!!!!!,o! ,!• 25-00-00 0) .o LL 0 0 CD 0 N N N I REVISE & RESUBMIT BUILDER LENNAR HOMES REJECTED Job Name BUILDING TYPE 5A DATE: Address L. .YYNNMA.MirnalfiaMMENgi, !H!,s vvtk 1r 0 LL Nod ,co 1 -2 In,,, -,1',e ffT CJ1' CJ3 CJ5 0 0 "- J7 91 25-00-00 MODEL A TOWN PARC @ MIRALAGO 7-00-00 LT) J7 -1> J7 J7 J7 J7 J7 J7 J7 J7. J7 L"--= J7 CJ5 CJ3 CJ1 \ 0 0 CV 0 8-50 0 0 0 NIIINIONNIIN difillt • • I I I I Rua F _TRUEs 1,,V1,1111C,....16411W lill..4.4411110.11,1111111111.1!.. MIMMIMMINNIMIEUMM. A FLORIDA CORPORATION Ph 772-409-1010 / Fax 772-409-1020 http ://www. a 1 truss. com 24x 43111Matil Mail=841184 0 0 0 0 0 0 0 9 N 0 4/16/2013 \ \ 0 \ It 1 I I i 0/1 \\\ os S.k: /1,, \ ) ....... ...4„ •\\ v .•• \c,ENis,-- '..c -Ts." 1-- `:/.. , ) Nv 3496, 9 ---- -- -. " • STATE CF • ••t 0•• • OT ONAV, "11/1;* 1109 COASTAL BAY BOYNTON EC 3 3 4 3 5 FLO1 FLO1 FLO1 FLO1 FLO1 FLO1 FLO1 FLO1 FLO1 FLO1 ,T FLO1 ▪ Ti- FG01 ▪ I FLU 2-00-00 25-08-00 J 0 2-0 -00 2-00-00 2400 2-00-00 2-0D-00 2 -ON -00 2-0-00 2400 2-00-00 2-O-00 FLO1 <1 FLO1 <li_ FLO1 FLO1 FLO1 FLO1 FLO1 JULIUS LEE P.E. 1109 COASTAL BAY BOYNTON BEACH, FL 33435 FL P.E.# 34869 5-08-00 0 .... ail --.-.4.-u- ,.=.FTT: ,-:( • / //;/!// 1",,/../ /: ''',!!/1"!/<'1/"; z/, 0 0 0 0 2-09-0o 10-04-00 1-08-00 2-0 -00 2-0-00 2-0 -00 2-0 -00 ,111(17) 'CO •cO cO CO 20-04-00 MODEL D 0 0 0 N ! ! - 1, co /C) .11 (.3 MOW. 1,011841 FLO2 FLO2 !rri FLO2 FLO2 FLO2 FLO2 FLO2 FLO2 F1.02 FG04., F6 ▪ .05 FLO5 FG▪ 04 FLO2 FLO2 ° F102 Fl FLO3 FLO3 - FLO3 FLO3 4-08-00 0 0 CO 0 2-00-00 2-0 2-0 -00 2-4-00 2-0 -00 2-0-00 2-0 1-0 25-00-00 1 2-00-00 1-oT-o8 - - I 2-o9-01 - - _ 2-00-0(1 I I 2-( -oq 1-02-08 2-03-02 2-00-00 2-00-00 2-00-00 2 -0? -00 2 -0? -00 2-09-00 2-00-00 2-00-00 FLO4-[' 1-0-14 LOADING ROOF FLOOR WIND LOAD SYM HANGER SYM HANGER 2 LIVE LOAD 20 40 ASCE 7-10 \A/ JUS24 \G/ MSH422 0 5 DEAD LOAD 15 20 170 MPH H . cc LIVE LOAD 10* 0 CATEGORY I I 0 0 3 DEAD LOAD 10 5 EXPSOSURE C TOTAL LOAD 45 65 DURATION FACTOR 1.25 1.00 "Non -concurrent BLDG CODE FRC - 2010 TPI -2007 JUS26 THD26 (J) THD28 \K/ THD26-2 TH D28-2 JUS46 HJC26 THDH26-2 THDH28-3 / BY OTHERS MASTER YLTPML5A THE MARK/TRUSS LABEL REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING .1TT 8-04-00 H 0 11 (k) 7 FL11 FID 20-04-00 MODEL B cx FLO2 FLO2 FLO2 FLO2 FLO2 FLO2 FLO2 <-1 FIN FLO2 FLO2 FLO2 FLO2 HATCH LEGEND —1 A.F.F. 19'-8" A.F.F. RAKED WALLS 126-00-00 2-00-00 7-08-00 FG03 FLO9 FG03 FLO2 FLO2 FLO2 FLO3 FLO3 - - FLO3 0 0 Ln 4-08-00 4 P - 1-6" FLOOR END DETAIL & HANGER BY BUILDER 12-06-00 0 00 0 cry 2-0Q-00 2-0 00 2 -0? -00 2-00-00 2-00-00 2-00-00 2-00-00 2-0-00 2-0 -00 2-0 -00 2 -0 -OO 0 0 0 1-0 -00 2-00-00 2-00-00 2-0 -00 2-0 -00 2-00-00 4-02-00 FLO2 <-1 FLO2 FLO2 FLO2 FLO2 FLO2 FLO2 FLO2 FLO2 ,T---- FLO2 FG02 0 2-0 FLO6 7"-- FLO6 2-0 -06 -00 1700-12 FLO6 FL10 FLO6 FG02 FLO2 FLO2 FLO2 -±] FLO2 <-1 FLO3 FLO3 //Jr; tFI 1r, 20-04-00 MODEL A 2-0 1-0 0 0 0 LJ 4-08-00 -00 -14 FLO4 FLO4 FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 AND/OR ENGINEER OF RECORD DRAWN TP DATE 04/16/13 SCALE JOB # N.T.S. boAtm..1.51101=1150WM..4 REV DATE BY DESCRIPTION It is understood that above conditions have been reviewed & are acceptable for the fabrication at trusses, elevations,pitches, overhangs, fascias,ceiling elevations/pitches, bearing conditions & all detail pertaining to this truss placement plan. No back charges will be accepted without previous written approval from an A-1 Roof Trusses representative. 25-00-00 j IVK ) Lr) „9 LL FLTI - - N6--fj FL11 F-1\> 2-T00 2-0 -00 2-0 -00 2-09-00 2-00-00 2-00-00 2-00-00 2-00-00 2-0-00 2-09-00 - - I - 8-04-00 — 1 1 1 1 1 I 1 20-04-00 MODEL C 2-0 -00 1-0-00 2-0 -00 2-0 -00 2-0 -00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 REVISE & RESUBMIT REVISE & RESUBMIT 1 REJECTED REVIEWED BY: 1 REJECTED DATE: 0 0 crb FLO2 FLO2 FLO2 FLO2 FLO2 <1 FLO2 FLO2 FLO2 FLO2 FLO2 FLO2 FLO2 FG03 FLO9 FG03 0 FLO2 0 BUILDER Job Name FLO2 <1 FLO2 0 7-08400_ FLQ//!///, FLO3 FLO3 " FLO3 4-08-00 _ , \ _ G \\ 1 F 1 O2 /!''I'''////<1/ " /</".././''' '7•71//// , 1‘ </' '//1 /// r////:// 1"/'// •,-.• ,-", 'CO ' CO '- ' -, • --) 53 ' . 5?) V c2) ' . i ' yq s1")-, (A, j� LAY. ,LA\ (?, `C- ..... r r:Hr,p! ,foth op,r, n C,OP11`i)in1 ,.,11!,1,1r-;.1•, • ,(:,;•,n;,:o:`,,li of. .31! ofllec ,„,.nny!„,; 25-04-00 --1------ 2-09-00 2-0 -00 2-0 -00 2400 2-00-00 2-00-00 2-0 1 -00 2-0 -00 2-0-00 12-06-00 0 0 2-00-00 2-0 -00 1-08-00 0 0 0 1-03-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-0 -00 1-0-00 - 001e,i 4-02-00 _ E?: FL10 2-00-00 0 0 0 r•--1 LENNAR HOMES BUILDING TYPE 5A 20-04-00 MODEL A Address TOWN PARC @ MIRALAGO ..I.M141.1 IIMMIIMPAPIAMIMMIRtESANINiab Ada-- A 1 RCIF 1=1IU -TRUSSES A FLORIDA CORPORATION Ph 772-409-1010 / Fax 772-409-1020 http://www.a1truss.com PLUMBING GENERAL NOTES 1. AI WORK TO BE DONE IN ACCORDANCE WITH THE FLORIDA PLUMBING AND BUILDING CODES. 2. PLUMBING CONTRACTOR SHALL GUARANTEE Al WORK FREE OF DEFECTS IN MATERIAI AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE. J. AK PIPING SHALL BE INSTALLED RECESSED IN BLOCK WALlS, CHASES OR PARTITIONS. 4. PiUMNNG CONTRACTOR SHALL PAY ALL. ELLS, |N5PECLION AND CONNECTION CHARGES REQUIRED. 5. COORDINATE ALL WORK WITH OTHER TRADES. 6. PROVIDE SHOCK ABSORBERS S|ZE, QUANTITY AND LOCATION AS PER P.D.I. STANDARDS. 7. PROVIDE SHUT-0FF VALVE FOR EACH GROUP OF FIXTURE AND EACH FIXTURE SUPPiy O, WHEREVER DISSIMILAR METALS ARE TO BE JOINED, A DIEL.ECT 0C FITTING SHALL BE PROVIDED TO CONNECT BOTH TYPES OF PIPES. 9. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AL L ROUGH -INS WITH THE MANUFACTURER BEFORE. MAKING ANY INSTALLATION. 10. POTAUL /|0T AND COLD WATER SYSTEMS SHALL BE "LEAD FREE" WITH LEAD CONTENT NOT EXCEEDING 0.2 PERCENT FOR SOLDER AND FLUXES ANE) 8 PERCENT FOR PIPE FOT|NC3, FIXTURES AND TRIM. CONTRACTOR SHALT VERIFY MANUFACTURER'S COMPLIANCE. 11. ALL POTABLE HOT AND COLD WATER SYSTEMS SHALL BE FLUSHED CLEAR, STERILIZED WITH AN APPROVED SOLUTION AND THR0UCHLY FLUSHED OF ALL RESIDUAL SOLUTION AFTER FINAL PRESSURE TESTS AND WITH ALL TRIM AND CONNECTIONS INSTAI LED. 12. PROVIDE SHUT-OFF AND VACUUM BREAKER TO ALL HOSE 8I883 AND FAUCETS WITH HOSE -END C0NN[CTI0NS. 13. ALL FLOOR DRAINS SHALL HAVE TRAP PRIMERS 10 PROTECT THE SEAL OF THE TRAP. N. PVC PIPING 5 NOT ALLOWED N RL0RN PENVV3. F RETURN Al5 Pi[NJNIS ANL J3[D, CONTRACTOR HALL REPLACE ALL 05NGPVC PPING WITH CAST IRON OR COPPER PIPING. 15. DRAINAGE_ SYSTEM DESIGN IS BASED ON 1/8" PER FOOT MINIMUM FALL FOR PIPES 3" OR LARGER AND 1/4" PER FOOT MINIMUM FALL FOR PIPES 2' OR 3WALLER, ANY DEVIATIONS SHALL BE APPROVED BY ARCH|T[CT/LNQN[[R. 15. ALL VENT THROUGH ROOF OPENINGS SHALL BE OFF5BED TO A MINIMUM DISTANCE OF J' -U^ FROM PARRAPET WALL OR ROOF EDGE. SEE ARCHITECTURAL DRAWINGS FOR ROOF FU\SH|NC, LEAD FLASHING WILL. NOT BE ACCEPTED. 17. ALL MATERIAL SHALL BE NEW, VNUS8], BEST OF THBR RL5PECTIV[ KINDS AND FREE FROM DEFECTS IN WORKMANSHIP; IN CONFORMANCE WITH THE LATEST PUBLICATIONS IN FORCE AT TIME OF BIDDING. 18. PIPE N«|) FITTINGS: _ A. 'DRAINAGE WASTEAND VENT PIPING INCLUDING: �~: PVC DRAINAGE WASTE AND PIPING (DWV) CONFORMING TO ASTM O-2565. INSTALL PLASTIC (PVC) PIPES ONLY WHEN ITS APPROV[D BY LOCAL AUTHORITIES AND NOT TO BE USED IN AIR RETURN PLENUM. B. WATER PIPING; C.P.V.C. PIPING AND FITTINGS, C. CONDENSATE PIPING: AS HEREIN BEFORE SPECIFIED FOR SANITARY 50(1, WASTE AND VENT PIPING. 0. STORM DRAIN PIPING: AS HEREIN BEFORE SPECIFIED FOR SANITARY SOIL, WASTE AND VENT PIPING. 19. JOINTS AND METHODS OF CONNECTION: 1, UN ONS AND FLANGES: A. DIELECTRIC UNIONS OR FLANGES: UNIONS SHALL MEET DIMENSIONAL_ REQUIREMENTS AND TLNS|iSTRENGTH OF PIPE UNIONS IN ACCORDANCE WITH FED. SPEC. WW-U-53lE. UNIONS OR FLANGES SHALL BE SUITABLE FOR REQUIRED OPERATING PRESSURES AND TEMPERATURE CDND00N3. UNIONS SHALL HAVE METAL CONNECTIONS ON BOTH ENDS. ENDS SHALL BE THREADED OR SOLDERED TO MATCH ADJACENT PIPING. METAL PARTS OF UNION OR FLANGED SHALL RE SEK4KEArED TO PREVENT CURRENT FLOW BETWEEN DISSIMILAR METALS, EP 00 DIELECTRIC PIPE FITTINGS DR EQUIVALENT, 20. ESCUTCHEONS: , ICEIROME PIATED OR STAINLESS STEEL WITH SET SCREWS FOR HOLDING SECURELY IN PLACE. USE. ESCUTCHEONS ON PIPES PASSING THROUGH WALLS, FLOORS AND CEILINGS OF FINISHED AREAS. �-' . 21 P|P| �N�U|4J|ON: �~ A. ALL CONDENSATE LINES SHALL BE INSULATED WITH 3/4" FIRE RETARDANT ARMAFL EX INSULATION WITH A MAXIMUM OF 25/5O FLAME 3P�EA`D AND SMOKE / ~�~� \\'- DFyEUPED R' - / 22, PERFORM THE FOLLOWING TEST: WATER PIPING SHALL BE SUBJECTED TO A HYDROSTATIC PRESSURE TEST OF 100 P5|G FOR A PERIOD 0F ||ME SUFFICIENT TO EXAMINE THE ENTIRE SYSTEW, BUT NOT LESS THAN ONE HOUR. A. DRAINAGE_ SYSTEM: BEFORE THE INSTALLATION OF ANY DRAIm5, THE ENDS OF THE SYSTEM SHALL UL CAPPED AND ALL LINES FILLED WITH WATER 70 THE HIGHEST' POINT AND ALLOWED TO STAND UNTIL INSPECTION IS MADE AND WATER LEVELS REMAIN CONSTANT. B. CORRECT ALL DEFECTS DISCLOSED BY ABOVE TESTS. C. C0Vv|L|F SYSTEM, LONUR[S AND [0UPMFN7 SHALL PE GIVEN AN IN -SERV C3 '33r AFLR COW[lE:1.0N OF THE INSTALLATION. D. 3TE0U/L ALL WATER ||NL3 WITH A MIXTURE OF (2) POUNDS OF CHLORINATED \|WE FOR EACH 1000 QL OF WATER (50 PPM OF AVAILABLE CHLORINE). RETAIN MIXTURE IN PIPES FOR 24 HOURS ANL) FLUSH 7HR0UG*[Y WITH POTABLE WATER BEFORE PLACING IN SERVICE. 23. PROVIDE MNNTANANCE [REE MECHANICAL SHOCK ARRESTORS AT 400 FIXTURES WITH QUICK CLOSING VALVES. COVER SECURED ----- WITH SCREWS THREADED CO. PLUG HN. GRADE 71- X 6" D!4' C0�(`�[T[- PAD FLJS!L W/F,N [ EXTERIOR TYPE 5L .£NT ADJUSTABLE COLLAR THREADED 0.0. PLUG FIN, FLOOR ���7T- ) ��� N.T.S. SYMBOL &Vm ABV. ULW CEIL., CLG. FACE OF WALL S FAIN LESS STEEL. COVER SCREWED TO THREADED C.O. PLUG. �'� �7 � �-���-�' DETAIL �T �/������|����/ � ���� ����1�� AIMANIMMAL PLUMBING [�(��`�� ��"^�°`° LEGE,ND DE5CE-|PT|ON COLDWATERLiNE (CW) HOT WATER REC|RC. (HWR) CONDENSATE DRAIN LINE HOT WATER LINE (HW) SANITARY WASTE |INE (SAN) SANITARY VENT LINE (V) A'R CHAMBER CHECK VALVE FLOOR CLEAN OUT WALL CLEAN OUT GATE VALVE HOSE BIB8 VALVE IN BOX GATE VALVE IN VER TICAL "P" TRAP UNION ABOVE BEL0W CEILING FLOOR FIXTURE UNIT UNDERGROUND VENT THRU ROOF VACUUM BREAKER rRAr PRIMER CONNECTION (NEW TO EXISTING) NU[ CLEVIS HANGER --- PIPE P|PE O D INSULATION O.D. --- PIP[ � � �� `.�.u" ^`..v� '``. � ��ov /' -- SADDLE GALV. 6HIHD FIFE �y |NSUL4TION PIPE UJ/OUT |NSULATION PIPE HANGERS CK EVUS TYPE DETAIL N.T.S. VU7l���?��(� �l�7�7l�� CONNECTION SCHEDULE PLUMBING FIXTURE "^`^� �"��^���°��� MARKS DESCRIPTION WASTE C.W. H.W. REMARKS/SPECS V \IC RT LAV RT SH KK DW REF WM WA -ER CLOSET J^ 1/2" FLoORvDvTEu nam��� AS SELECTED BY OWNEa LAVATORY ROMAN TUB SHOWER KITCHEN SINK (20) DISH WASHER REFRIGERATOR 1/2" 1/2" 1/2" 1/2" 1/7~ 1/2" --'-- 1/2^ 1/2" - 1/2" 1/2^ CLOTHES WASHER 3" 1/2" 1/2" AS SEIECTED BY OWNER. PROVIDE 1.5 GPM FAUCET. AS SELECTED BY OWNER. AS SELECTED BY OWNER. PROVIDE /.5GPM s*m*ER*EAu AS SELECTED BY OWNER. PROVIDE 1.5 GPM FAUCET. PROVDE SHmoFT VALVE. AS SELECTED BY OWNER. rnownc SHUTOFF' VALVE. AS SEI.ECTED BY OWNER. AS SELECTED BY OWNER. PROVIDE RECESSED [30X. GUY' GREY oouunEQUAL. NOTE:: REFER TO ARCHITECTURAL DRAWINGS FOR PLUWB/NG FIXTURE SPECIFICATIONS 11/4" UL147Q UL287A UL RR[ RESISTANCE DIRECTORY: A, FILLS, VOIDS OR CAVITY MATERIALS (XHHW) 13. FIRESTOP DEVICES (XE1,11) PRE -RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY .T'���'�j� ...�.,, . . 2. METNJ|C PIPE: 4J STEEL PIPE - 12" 0 (0R SMALLER) SCH. 10 (0R HEAVIER \ STEEL PIPE. B) IRON PIPE - 12^0 (OR SMALLER) CAST OR DUCTILE IRON PIPE. 0) COPPER TUBING - 4~0 /OR SMALLER) TYPE L (DR HEAV[R) COPPER TUBING. 0) COPPER PIPE - 40 (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. F1 C0NDU11 - 4^0 (OR SMALLER) EMT OR S^ 0 /OR SMALLER) STEEL CONDUIT. THE ANNULAR SPACE SHALL BE MIN. 0" TO MAX 1" WITHIN THE FIRESTOP SYSTEM. l _][��/] l 1. 2. TREMSTOP1A - MIN lh^ THICKNESS 05 SEALANT APPLIED WITHIN OPENING. MIN 3/8" CAN'T BEAD 01 SEALANT TO BE APPLIED AT AREAS 05 POINT CONTACT. pERF:c2FRAT VENT CAP ~[R[mCO^ MODEL: TREMSTOP FOR 1 OR 2 HOUR FIRE RATED PENETRATION FOR SINGLE METALLIC PIPE THRU GYPSUM WALL SLOPE 1/9^/ FT, 3^ 7�[��T��TC� ATE rp !��.���|�������� � �Av U 4� 5. b 2 5 PRE-RAJED GYPSUM WALLBOARD/STUD WALL ASSEMBLY 4 PLASTIC PIPE - NOM. 4^0 /OH SMALLER) SCH. 40 PVC PIPE FOR USE IN CLOSED OR OPEN PIPING SYSTEMS. SEE TABLE BELOW FOR REQUIRED ANNULAR SPACE. TREMSTOP WS - INTUMESCENT WRAP 3TRIP, CONTINUOUSLY WRAPPED AROUND OUTER CIRCUMFERENCE OF THE PIPE. SEE TABLE BELOW RJR MIN. WRAPS REQUIRED. PIPE 0AM. ANC. SPACE � OF WRAPS 2 3/16 # J J 1/8 4 4 1/8 6 TREMSTOP MCR - PREFABRICATED STEEL COLLAR WRAPPED OVER THE WRAP STRIPS (ITEM J) AND MECHANICALLY FASTENED TO BOTH SIDES OF WALL ASSEMBLY. TREMSTOP 1A OR TREMSTOP ACRYLIC (OPTIONAL) - MIN IA~ BEAD OF SEALANT APPUED AT TI -15 WALLBOARD/DEVICE AND DEVICE/PIPE INTERFACES. NOTE: TREMSTOP 0 CAN BE JSED IN PLACE OF TREMSTOP WS AND TREMSLOP MCR. "TREMCO" MDDE|TREMSTOP 0 FOR 2 HOUR FIRE RATED PENETRATION FOR SINGLE PLASTIC PIPE THRU GYPSUM WALL STOPPINC DETAIL N S - UNION DETAIL AC UNIT 1 2" HW & GUY GRAY SAVER W/3.5" DEEP BOX FOR METAL S111JD WALL. ^T1ONS W/VACUUM HW & CW HOSE CONNFC- BREAKERS (WATTS OR EQUAL). FINISHED FLOOR, ARMTR0' MODEL 500 WATER HAMMER ARR[5- FINISHED WALL.--- WASHING MACHINE DETAIL N. WATER HEATER SCHEDULE SYMBOL SERVICE GAL. EFFICIENCY CAP. DNH SEE FL. PLAN 50 ELECTR|CAL REQUIREMENTS FUEL / BTUH REQUIREMENTS MANUFACTURER/MODEL .91 240 \(1PH.6OHZ. ELECTRIC VACUUM I-REEIEF VALVE -- 3/4^ HOT WATER SUPPLY +r------ . COLD WATER SUPPLY SEE FLOOR PLAN FOR CONTINUATION AND R,iER FOR PPE SIZES 3IEUr-OF[ VALVE '/ 1" AUXILARY DRAIN |o ---� DISCHARGE SAFELY 5^ AFG. OUTSIDE BUKD|NC (IF REQV|RE0) RHEEM MODEL 82SV50-2 NON --SIMULTANEOUS UPPER & LOWER ELEMENTS ---UN0N ~-- EA- `EAP (\3 �n ALTERNATE PROVIDE hb4/� /RAP DEV/CE INTEGRATED WITH WATER HEATER) A.5.W.L APPROVED TEMPERATURE AND PRESSURE REIEF VALVE MP) � � WATER � _- RELIEF PPE -FULL HEATER SIZE. OF DISCHARGE OPENING. (TYP) TO DISCHARGE INTO DRAIN PAN - DRAIN VALVE (�'P) DRAIN PAW (IF REgU|RED) C WATER �������� DETAIL ��J�� ����l�� (ON �l��" ' '� �m�mmmmmm Consulting onsul&~ng Eng^ne*Ks LIC Certificate OF Authorization #9692 Jose M. Martinez, P.E. #56018 8353 SW 124 St. Suite 108 TEL. 255-1621 Miami, Florida 33156 FAX (786) 467-0815 .`r^, ,` r-1 �v nuy_ v^ ^,^ ' o*u ,^' i) ,,NS 11 L N ��"`,^��x`"/' '`' `"~�+ °~'�v ,�w�;': CORWUK ARCH|TECTS 42i3LAGUNA SF. CORAL GABLES EL. J3l46 L|C.N[)./\ACOO2lSl T.305.4487383 PROJECT: -- ~ A r x 1 x \ 1 x G [}VYNFR: |�Nk4P ��' ^' `' `'` A/����� . .��',`�� NG NOTES & PHASE REV'S NS SEAL 143 DRAWINGS ISINF rw]*HnO1C0pWI.ARCH |KJ\4(2 UNLESS OTIIERWISE PROVIDED 505 35 CONIRACT THE CONT[NTS 01' THIS DRAWINGS ARE CONHDEX[[t,[ AND Si IALL 140(33 IRANSMIPTED 10 ANY OIHER PA4IY DATE: JOB NC). DRAWN BY m� SHEET NUMBER: 2/28/2013 2Ol2'D| J1\AM 20|2-0l �� _2 � � �� �� -3/4" CW & HW FROM BELOW -1/2" 1/2" -1/2" -1/2" rr NOTE ANY PIPE THAT PASSES UNDER A FOOTING OR THROUGH A FOUNDATION WALL SHALL BE PROVIDED WITH A RELIEVING ARCH, OR A HPE SLEEVE PIPE_ SHALL BE BUILT INTO THE FOUNDATION WALL, THE SLEEVE SHALL HE TWO PIPE SIZES GREATER THAN THE PIPE PASSING THROUGH THE WALL. 3/4" H W/VD 1" DRAIN PAN I -,'"" TO DISCHARGE 6" ABOVE GRADE 1' AV. MASTER BATHROOM -1/2" CW & HW FROM BELOW MASTER BEDROOM Ti - LAY. 1" DRAIN -- PAN LINE DN. MODEL "D" SECOND FL SCALE: 1/4" = 1-0" 3/4" 5/4" CW & HW FROM BELOW GREAT ROOM 23 -?; x 14 -01 i+..,,..,..3/4,, 1,,_7 4_1/2,, ----i---T H/2,, 4-3 KITCHEN WC LN. BT 1/2'L wcj BATHROOM LAV. HALLWAY W.I.0 . STAIRS 3/4" CW 1 / 2" HW FROM BELOW LN. CL. - RELIEF LINE TO DISCHARGE CABOVE PAN SURFACE --PAN DRAIN LAUNDR`4K4 OR PLUMBIN STAIRS 3/4" CW & 1 2" --- NW LINES UP 1 27 -- :PEP WATER HAMMER - ARRESTOR (TYP.) —D• 1" DRAIN PAN LINE UP LIVING ROOM 10 -0' / '1-0 3/4" CW & HW LINES DOWN -------- WATER HEATER WATER HAMMER ARRESTOR (TYP.) CW & HW LINES DOWN BEDROOM -10 / 1 -(-) BEDROOM 11 -'0 r PLAN (DOMESTIC \NAT -3/4" CW HW LINES UP 2 CAR GARAGE / 19 -0 slr FOYER x '1"---\ -1/2" CW & HW UP -1/2" LAV, MODEL "D" GROUND FLOOR PLUMBING PLA SCALE: 1/4" = 1-0" 1/2" POWDER ROOM ER) -IN VER FECAL /SHUT---OEF VALVE 3/4" HB W/vB -1" CW SERVICE. SEE CIVIL DWGS FOR CONT. (DOMESTIC WATER) DRIVEWAY 011111111.11Mil. INN Consulting Engineers LLC .JMM Certificate OF Authorization #9692 Jose M. Martinez, P.E. #56018 8353 SW 124 St. Suite 108 TEL. (305) 255-1621 Miami, Florida 33156 FAX (786) 467-0815 SHEE1 NUMBER: CORWILARCHITECTS 4210 LAGUNA ST. CORAL GABLES FL. 33146 HC.NO. AA -0002151 T.305.448.7383 PROJECT: A 1 4,1 11:, AI A OWNER: LENNAR HOMES L 0 0 U LI_ 1— (oe) o LLI 0 7: '00 uJ U 0 a Lll 0 Li) cr) 0 -7 c(-3 PHASE REVISIONS SEAL HIS DRAWINGS IS THE PROPERTY GE CORWIL ARCHITECTS NC, UNI FESS OTHER \A/ SE PROVIDED FOR BY CONTRACT, THE CONTENTS OF THIS DRAWINGS ARE CONFIDENTIAL AND I NOT BE TRANSMITTED TO ANY OTHER PARTY EXCEPT AS AGRE I'D LO SY THE ARCF NT -CT/ ENGINEERS DATE: 2/28/2013 JOB NO. 2012-01 DR/HADJ BY JMM APPR BY ,JMM rILL 201 2-0 1 KA ,N,VV I I F..) ,MI 'I N11:1-'1, N .N f- N - LNL, N E P-L3B 2" AIR ADMIT TANCL -\ VALVE \ 2" CONDENSATE GOOSENECK - TERMINATE 6" AFC, 12" AWAY FROM WALL. RI L -- 2" 2" MASTER BATHROOM MASTER BED ) CO WC 3" 3" SAN. LINE ---() 6 010 FU) -2" V.T.R, TB STAIRS WC CO V.T.R. BATHROOM:ls- —2" W.I.C. Lr LN. HALLWAY SAN. LINE DOWN (7EU) CL. -1 1/4" COND, DN. CO n —3" SAN. LINE DOWN (2 FU) c>--3" CL 00 —2" V.T.R. LAUNDRY W " VENT PN. BEDROOM 11-10 / 1, -0 BEDROOM 11 -3 i. 0 -0 MOD L "D" SECOND FLOOR PLUMBING PLAN (SAN ITA SCALE: 1/4" = 1-0" KITCHEN 10 -z1 9 K.SK. GREAT ROOM 2:3 -a -0' CD REF CO K PN. 3" SAN. LINE FROM ABOVE (10 FU) ---3"(10 FL1) 3" SAN. LINE FROM ABOVE (7 FU) STAIRS -3" (12 FU) 1 1/4"— COND. UP LIVING ROOM 10 -0 11 -0 2" VENT UP c.--1 CO SAN. LINE FROM ABOVE (2 FU) FOYER x -2 2 CAR GARAGE - -0 (21 FU) Y) 3" (26 FL Ell) LAV. • WQ JOWDER ROOM MODEL "D" GROUND FLOOR PLUMBING PLAN (SANITARY SCALE: 1/4" = 1-0" 0000 2 WAY -.3" (4 1/8" SLOPE PER FT. (26 FU) CONNECT TO SEWER. DRIVEWAY Consulting Engineers LLC JUIICertificate OF Authorization #9692 Jose M. Martinez, P.E. #56018 8353 SW 124 St. Suite 108 TEL. (305) 255-1621. Miami, Florida 33156 FAX (786) 467-0815 LI LN ,,f,' 'A L,' r pc.,!) If r,,, NEE I I CORWILARCHITECTS 4210 LAGUNA ST. CORAL GABLES EL, 33146 AA -0002151 1.305.448.7383 PROJECT: OWNER: LENNAR HOMES 0 D < z< z (f) LU cc) u z 0 [1.- Z Z. 0 Ce "6"/_ PHASE REVISIONS SEAL iFES DRAWINGS S"HE PROPERTY OF COBWIL ARCHIEEDS C. UNLESS OTHERWISE PROVEDED FOR BY CONTRACT, THF CONTENIS CF THS 01\1AWINGS ARE CONE DEtIlIAL AND 3HAL NOT BE TRANSMITTED TO ANY OTIIER PARTY XCEPT AS AGREED 10 BY n -u: ARCHITECT/ ENGIN! EPS, DATE: 2/28/2013 JOB No, 201201 DRAWN BY JMM APPR BY f ILE SHEET NUMBER: JMM 2012-01 P13A NOTE: ANY PIPE THAT PASSES UNDER A FOOTING OR THROUGH A FOUNDATION WALL SHALL BE PROVIDED WITH A RELIEVING ARCH, OR A PIPE SLEEVE PIPE SHALL BE BUILT INTO .LBE FOUNDATION WALL, THE SLEEVE SHALL BE TWO PIPE SIZES GREATER THAN THE PIPE PASSING THROUGH THE WALL. 3/4" Hf3.--I--- W/VB 1" DRAIN PAN LINE -- TO DISCHARGE 6" ABOVE GRADE BEDROOM (OPT. MASTER RETREAT) MASTER BEDROOM x H-3 -0' CL. WC BATHROOM C-3 3/4" cor 1/2" HW FROM BELOW -RELIEF LINE TO DISCHARGE 6"ABOVE PAN SURFACE .H. -PAN DRAIN -WATER HEATER -3/4" CW & HW LINES DOWN 1" DRAIN--- PAN LINE DN. MASTF-:R BATHROOM W.LC. SH -1/2" CW & HW FROM BELOW WC BT LAV. 3/4" CW EATHROOM 1/2" HW FROM BELOW 2" CW & HW 1.INES DOWN WATER HAMMER ARRESTOR(TYP.) n HALLWAY WC LAV. CL. LAV. BT —1/2" ---3/4" CW & HW 2" LINES FROM BELOW W LN. WM BEDROOM 11 -0 / 1, -a BEDROOM 11 -a 12 -0 W.I.C. °DEL "C" SECOND FLOOR PLUMBING PLAN (DOMESTIC WATER) SCALE: 1/4" = 11-0" DiNING ROCAVI 10 -0. x '0 WATER HAMMER - ARRESTOR (TYP.) .3 4" PN KITCHEN FAMILY ROOM 3/4" CW & 1/2' HW LINES UP 3/4"-- " D.W. 1" DRAIN.... PANLINE UP ! ! 1 I LIV!!\117-;; ROL. 13-S X , I/ /7) ,-1/2" CW HW UP WC 1AV POWDER 300M 3/4" 3/4" CW & 1/2" HW LINES UP /2" CW & HW INES UP 3/4 CW & HW LINES UP FOYER X 4 -10 2 CAR GARAGE -0 COVERED ENTRY /- IN VERTICAL SHUT-OFF VALVE 3/4" HB w/va MODEL "C" GROUND FLOOR PLUMBING PLAN DOMESTIC WAT SCALE: 1/4" = 1-0" E CW SERVICE, SEE CIVIL DWCS FOR CONT. DRIVEWAY Consulting Engineers LLC JUMCertificate OF Authorization #9692 Jose M. Martinez, P.E. #56018 8353 SW 124 St. Suite 108 TEL. (305) 255-1621 Miami, Florida 33156 FAX (786) 467-0815 0 7- t LX -LX,- OF Iv,x KX01,,,E JO:0 I -X 1AV-; =NJ SPX, 1 0,1- 0xS 000M 7 ILI) A -I° L 0213LE 13,1 I '6) '.66.; CO 3E6 5 -6' 0 "/12FA, NC ,S ---I," SOLX II 1/%1 , C100,,_- ',L ,/ ; 0120 L.,-,:, L v0 :0,X 0 ,-10 00- -',1v,'-; L i„,,,,,„, , ,,,_„, „It N ,-)A;17 WI -- 0,1' ---.1 I- X 1127100, ',V 2 r -I.1, 0,131 I, 0,1 A 0- R," (..0'..1S.Ji.- 00 o \ '.., 'LS. _t__ 1 ....... ..........- . .. CORWILARCHITECTS 4210 LAGUNA ST. CORAL GABLES FL. 33146 LIC.NO. AA -0002151 1.305.448.7383 PROJECT: /(, A 0 .000 OWNER: LENNAR HOMES Q 0•. u uj 0 0 (I) Z CI- " 0 lZ CZ - 0 O U 011u Z O 0 U a LJJ (y) PHASE REVISIONS SEAL HOS DRAWINGS IS THE PRO:PLR-1Y OF CORWIL ARCH TEM INC. UNLESS OTHER *SE PROVIDED FOR BY CONTRACZ 1HE CONIENIS OF THS DRAWOOS A0 CONI DENTIA; AND SHALL NOT RF: TRANSMITTD TO ANY OTHFR PARTY FXCEPT AS AC,;2i:[7:17 TO By 00005001/ f-NIGNEFRS. DA1E: JOB NO. DRAWN 10 APPR 10 0111 FLEITI\IUMBER 2/28/2013 2012-01 JMM JMM 201201 P- 1 .2B BEDROOM (OPT. MASTER RETP,E,A„T) -10 MASTER BEDROOM g? / 13 -0 MODEL "C" SECOND FLOO SCALE: 1/4" = 1"-0" DINING ROOM )-� / -e 2- CONDENSATE GOOSENECK - TERMINATE 6" AEG. 12" AWAY FROM WALL 0 - CD 2" CL. TB 3ATHROOM WC * .LAV. CO 3" SAN. LINE 1 DOWN (1 F U) 1/4."—N, P -TRAP 1 1/4" COND:. DN. 3" SAN. LINE— DOWN (9 FU) HALLWAY MASTER BATHROOM 87 Wc oy.„. ----3" BATHROOM 3"- CO D W WM 2" V.T.R. 2c,L. —3" SAN. LINE DOWN (10 FU) LN. 2" V.T.R. -2" VENT DN. BEDROOM 11-0 r 11 PLUMBING PLAN (SANITARY) PN 2" AIR— ADMITTANCE VALVE KITCHEN 14'-4" REF 1 1/4" COND. UP FAMLY ROOM V / 3" SAN. LINE FROM ABOVE (7 FU) 3" SAN. LINE FROM ABOVE -u) 3" (9 ELJ) LIVING ROOM 3" SAN. LINE x -0 FROM ABOVE (10 FU) 3" (9 FU) 2" VENT LIP 2 CAR GARAC;I -e) FOYER 1L.42 MODEL "C" GROUND FLOOR FLU BING PLAN (SANITA SCALE: 1/4" = 11-0" 3" (33 EU) -1 BEDROOM 1-s / COVERED ENTRY RY) W.I.C. COOG 2 WAY DRIVEWAY " 1/8" SLOPE PER 00 (33 FU) CONNECT TO SEWER. Consulting Engineers LLC Certificate OF Authorization #9692 Jose M. Martinez, P.E. #56018 8353 SW 124 St. Suite 108 TEL. (305) 255-1621 Miami, Florida 33156 FAX (786) 467-0815 - L L, , ON k '4 !..• PA- I, W I- r.,,14`2. AND I '1)V - `..JJ! L P r.jc t,Nr) fir CORWILARCHITECTS 4210 LAGUNA ST. CORAL. GAUT:S[0. 33146 1.IC.NO. AA -00021 51 1.305.448.7383 PROJECT: OWNER: A .\ (1 NAR HOMES PHASE REVISIONS SEA! IHIS CAFAWINGS ,S THE ERCP[:/1O CORWIL ARCHITECTS INC. UM FESS MI IERWISF PROVIDED FOR BY CONTRACT, THE CONT[TNIS OF IHTS DRAW,NGS ARE CONFIDENTIAL AN[) SHALL NOT BE TRANSMITTED 10 ANY OTHER PARTY XCDTT AS AGRjED 10 By FHB ARCEITECT/ ENGINI [RS Tv\ DT: JOB NC). DRAWN BY APPR BY F ILL SHEET NUMBER: 2/28/2013 2012-01 JMM JMM 2012-01 P-1 .2A °InTF, ANY PIPE THAT PASSES UNDER A FOOTING OR THROUGH A FOUNDATION WALL SHALL BE PROVIDED WITH A RELIEVING ARCH, OR A PIPE SLEEVE PIPL SHALL BE BUILT N1-0 THE FOUNDATION WAIL. THE SLEEVE SHALL BE TWO PIPE SIZES GREATER THAN THE PIPE PASSING THROUGH THE WALL. 3/4" 3/4" CL. BT BATHROOM 3/4" cm & 1/2" HW FROM BEDROOM LAV, RI OW / 10 -?) RELIEF LINE TO DISCHARGE 6"ABOVE PAN SURFACE MASTER BEDROOM I3 -0 x 13 -0 1" DRAIN -- PAN LINE DN, PAN DRAIN -, 3/4" CW & HI/ - LINES DOWN —WATER HAMMER ARRESTOR (TYR.) HALLWAY LN. wmD LN. WATER /2" CW & HW 1 INES DOWN HEATER W.I.C. MASTER BATHROOM -1/2" CW & HW FROM BELOW 61 wc BATHROOM LAV. WC LAV. LAV. SH —1/2" -----3/4" CW & HW LINES FROM BELOW —1/2" 3/4" CW & 1/2" HW FROM BELOW BEDROOM I -0 / 12 -0 BEDROOM 12 -0 x 11-?, MODEL "B" SECOND FLOOR PLUMBING PLAN (DO SCALE: 1/4" = 1-0" 3/4" CW & 1 GREAT ROOM HW LINES UP 20•0 14 -0 3/4" 3/4" 3/4" /2" 1/2" 1.4 -4" Y' -0 KSK KITCHEN f -u w/vB 1" DRAIN PAN LINE-/ TO DISCHARGE 6" ABOVE GRADE c REF 1" DRAIN PAN LINE UP 7,-4-1/2" WATER HAMMER - ARRESTOR (TP,) PN, 1/2" 1" 1/2" 1/2"-- -3/4" CW & HW LINES UP LIVING 300M -0I. r WC POWDER ' ROOM LAV. /2" CW & HW ----,I UP 1 CW & HW J C: 3/4" -C) CL. ESTIC \A/A FER) -3/4" CW (Sc. 1/2" HW LINES UP 2 CAR GARAGE -0 3/4" CW & HW LINES UP FOYER 4 -30• COVERED ENTRY IN VER TICAL SHUT—OFT VALVE 3/4" HI -13 W/VB ---1" GW SERVICE. SEE CIVIL DWGS FOR CONT. MODEL "B" GROUND FLOOR PLUMBING PLAN (DOMESTIC WATER) SCALE: 1/4" = DRIVEWAY ,.• JI• Consulting Engineers LLC ,J MM Certificate OF Authorization #9692 Jose M. Martinez, P.E. #56018 8353 SW 124 St. Suite 108 TEL. (305) 255.-1621 Miami, Florida 33156 FAX (786) 467.-0815 - -I-Lijtt,- Lr- M ^ <WI/ LL1,"„ IL;Nt, -- `", N M' 'Mt. -A- ../"J Lt (-,T'r"! CAU JL HMM r„„ LJN"Ltt.L- tJ,-; I."J", NELL L CORWILARCHITECT 4210 LAGUNA ST, CORAL GABLES P1, 331 LIC.NO. AA -0002151 T.305.448.738 PROJECT: .„All k. A A C; OWN LR: PHASE LENNAR HOMES 0 0 REVISIONS SEAL f [ES DRAWINGS N ILE PC)'ETRTY OF COEYYL ARCHITECTS il UNLESS OTHERW,SE PROVIDLD FOR BY CONTRA( JHE CONIENTS OF HIS DRAWINGS ARE CC)NrIDENI AND SHALL NOT BE TRANSM1TED TO ANY OTHER PAI EXCLPT AS AGREED TO BY TM ARCHITECT/ LNGINFE DAT F: JOB NO. ESYAppi: BY SHEET NUMBER: 2/28/2.0 2012-C JM 2012A. P-1 J B BEDROOM 11 -4 r 10 -?3 MASTER BEDROOM -0 CL. TB 3" SAN. LINE -- DOWN (7 FU) " WC 0• 0 \v.; BATHROOM " V T R BATHROOM 1 1/4" P -TRAP 1 1/4" COND. DN. MODEL "B" SECOND FLOOR P SCALE: 1/4" = 1-0" 2" AIR- MITTANCE VALVE 2" CONDENSATE GOOSENECK TERMINATE 6" AFC. 12" AWAY FROM WALL. K,SK, Kll CHEN LAV. --3" SAN. LINE DOWN (2 FU) 3" - 3" D co Jj2" W.I.C. HALLWAY /0" SAN. LINE / DOWN (7 FU) LN LN. 3" SAN. LINE DOWN(10 FU) MASTER BATHROOM - c7,---2" LAV. WO SH -2" uw, COI CL. Lqt) 2" V.T.R. \-2" VENT DN. —2" V.T.R. BEDROOM ' -0 >< 2 - BEDROOM 12 -0 x UMBING PLAN (SANITARY) GREAT ROOM 20-0 x 0 -0 REF 1 1/4" -- COND. UP CO PN. 3" SAN. LINE -- FROM ABOVE (7 FLJ) - 3" (4 FLJ) 3"(2 FU) 3" SAN. LINE FROM ABOVE (2 FU) 3" SAN. LINE - FROM ABOVE (17 FU) 0 WC c›-3" POWDER ROM/ CO N 0 16 -u) 1-:(_%0M 3" SAN. I. INE - 14 -0 x 11' FROM ABOVE (10 FU) MODEL "B" GROUND FLOOR PLUMBING SCALE: 1/4" = 1-0" " VENT L1P 2 CAR "(7 FU) GARAGE /0-00-0 - 3" (23 FLJ) LAN( AN FOYER 2' -6 0 -10 3" (33 FU ITARY) COVERED ENTRY CL. C000 2 WAY DRIVEWAY -3" © 1/8" SLOPE PER I' 1. (33 FU) CONNECT TO SEWER. re, IMM.=••••••MIMMIMMIINIMIIMMIIIMINIIMM. Consulting Engineers LLC 16111111 Certificate OF Authorization #9692 Jose M. Martinez, RE. #56018 8353 S 124 St. Suite 108 TEL. (305) 255-1621 Miami, Florida 33156 FAX (786) 467-0815 E.) —E. DEEEEE 1,1, -E`E'EA, PE.ATEE ,,LE) h • 'E,I.;!.A EJ LEE SEE 14:3 rJEEE.PE'LTA EE,!,`E, AN.) ENA'S 'EEEE hh- A 'LE.' AU_F_ L'El E_EDEEEE JkEAVE',1E, 'LL E;EEEEEE-- n• coL.) 111 F `E,E NE.,E .CE CORWILARCHITECT,c_ 4210 LAGuNA St. CORAL GABLES EL. 3314c LIC.NO. AA -0002151 T.305.448.7382 PROJECT: PHASE LENNAR HOMES Oa 0 < UJUZ OLu< 0 (f) Oco 0 2 REVISIONS SEAL IHS DRAWINGS IS THE RROFERIY OE CORW1 ARGH1ECTS UN ESI OTIFRW,SE PROVIDED FOR 3/ CIONTRAC 1HE CONTENTS OF PHIS DRAWINGS ARE CONFIDEINTI/ AND SiTALL NOT BE TRANSMITTED TO ANY OTHER PAR1 XCP,T AS AGREED TO '1)' THE ARCH:IF:CT/ ENGINEER DATE: JOB NO, DRAWN BY APPR BY f SHEET NUMBER: 2/28/201 2012-0 JMN JMN 2012-0 P -1.1A 3/4" CW & HW FROM BELOW NOTE: ANY PIPE THAT PASSES UNDER A FOOTING OR THROUGH A FOUNDATION WALL SHALL BE PROVIDED WITH A RELIEVING ARCH, OR A PIPE SLEEVE PIPE SHALE I -3E BUILT INTO THE FOUNDATION WALL. THE SLEEVE SHALL BE TWO PIPE SIZES GREATER THAN THE PIPE PASSING THROUGH THE WAL1. 3/4" CW & HW'I.-- LINES UP MASTER BATHROOM LAV. 3/4" - SH MASTER BEDROOM 1E) -0 WQ 1/2" CW & HW FROM BELOW -1/2" CW FROM BELOW 1 3/4" CW kr- 1/2" HW F BELOW 1" DRAIN PAN I INE DOWN W.I.C. LAV. BATHROOM wc BT 0 - RELIEF LINE TO DISCHARGE 6"ABOVE PAN SURFACE_ -- PAN DRAIN - WATER 3/4" CW & HW -y HEATER LINES DOWN CL. --WATER HAMMER ARRESTOR (TYP.) WM W D -1/2" CW & HW LINES DOWN LN. BEDROOM 11-10 x 10 -10' CL. BEDROOM 0 / '0-10 ROOF BELOW MODEL "A" SECOND FLOOR PLUMBING PLAN (DQMESTIC WA - SCALE: 1/4" = 1°-0" -1/2" DW. 1/2" CW & HW LINES UP --R GREAT ROOkl 21-0 x 0 -11 2" CW UP 3/4"-- -1/2" , POWDER 1"--4> R 0 OM LY PN. 1/2"- 3/4" 3/4" HE364.— W/VB 1" DRAIN PAN LINE - TO DISCHARGE 6" ABOVE GRADE WATER HAMMER K.S ARRESTOR (W.) KITCHEN 12 -0 x 10 -1 REF LIVING ROOM / 3/4" 3/4" CW Sc 1/2" TV LINES UP „„...--1" DRAIN PAN LINE UP D - MODEL "A" GROUND FLOOR PLUMBING PLAN (DOMESTIC WATER) SCAL E 1/4 = 1°-0" 1" c>----3/4" LN. 3/4" CW HW LINES UP -I -1/2" CW HW LINES UP -1" 2 CAR GARAGE 3 13 -0 FOYER /4-1027 COVERED ENTRY /IN VERTICAL SHUT-OFF VALVE W/VB 1" CW SERVICE. SEE CIVIL DWGS FOR CONT. DRIVEWAY .•••111111MOM•1•1111•111111011fINEMIL,., Consulting Engineers LLC JIMIA Certificate OF Authorization #9692 Jose M. Martinez, P.141 #56018 8353 SW 124 St. Suite 108 Til (305) 255-1621 Miami, Florida 33156 FAX (786) 467-0815 L- 1 F 0,1D1,A - Lx ,,Jr,1 L 11 Jl 11 1H4,,, 0- 3441 '1.L1L1,L 1_71.L1111 4 L..C' AN 401- D 41-0.1 012 4 4/ 1' ././ 4x001_414 • -L4 11110,1,,4 ..1114 r..40SQ. 40 L011 CORWILARCHITECTS 4210 LAGUNA ST. CORAL CABLES FL. 33146 AA --0002151 7.305.448.7383 PROJECT OWNER: LENNAR HOMES LJJ oj2) a I -U < Z j 0 0 LLJUO a LL1 J 0 z cn P AS E REVISIONS SEAL TLOSDpi, nS41 T/11. A?nLyTECTS 41 UNLESS OTHFR*SE PROVIDED FOR BY CONTRACI, THE COWEN'S OL IHS DRAWINGS ARE CONFIDEVIAL AND SHALL NOT BE TRANSMITTED TO ANY CIPIER PARTY EXCE"1 AS AGRED 10 BY THE ARCH JLC/ ENG NET RS. DATE: JOB NO. DRAWN [LY APIBK BY LL SI-ELEf NUMBLY: 2/28/2013 2012-01 .1MM 1MM 2012-01 P- .0B 2" AIR - ADMITTANCE 2" CONDENSATE GOOSENECK-, VALVE TERMINATE 6" AFC, 12" AWAY FROM WALL —2" MASTER BATHROOM tq, \-2" V.T.R. SH d C.) MASTER BEDROOM x 14-0' --3" SAN. LINE / DOWN (17 FU) W.I.C. 2" V.T.R.- i\BATHROOM \--1 1/4" COND. DN. a-2" V.T.R. CL. LN. SAN. LINE DOWN (2 FU) 3" WM VV D Co -1 1/4" _" V.T.R. 0 -TRAP BEDROOM 11-10 x, 10-101 CL. BEDROOM ITN ROOF BELOW MODEL "A" SECOND FLOORPLUMBING PLAN (SANITARY) SCALE: 1/4" = 1"-0" GREAT ROOM 21 -0' /13 -11 KITCHEN 12-0 / EU -CD C0' PN. 3" SAN. LINE FROM ABOVE (17 FU) -1 1/4" COND, UP 0 --3" (19 EU) LIVING ROOM 21-1011 / POWDER ROOM WC CO V.T.R. LAV. LN. 3" SAN, LINE FROM ABOVE (6 FU) 2 CAR. GARAGE 1?, -0 MODEL "A" GROUND FLOOR PLUMBING P SCALE: 1/4" = FOYER z. 3" (26 FL) - COVERED ENTRY LAN(SANITARY) COOL 2 WAY DRIVEWAY 26 FU IN 3" 0 1/8" SLOPE PER FL CONNECT TO SEWER. Consulting Engineers LLC Certificate OF' Authorization #9692 Jose M. Martinez, P.F. #56018 8353 SW 124 St. Suite 108 TEL. (305) 255-1621 Miami, Florida 33156 FAX (786) 467.-0815 7-1 r : ))))() 1.'J CORWILARCHITECTS 4210 AGLINA ST. CORAL GABLES 00 33146 AA -0002151 7.305.448.7383 PROJECT: OWNER: 1.1i-M\IAR HOMES < Z Jo V) LIJ Z LIJ 0 (1) -6j z 7,D 0 CY 77) PHASE REVISIONS SEAL -US DRAWINCI[S TS [HE PR PRY CDR'Au[ ARCiillECJS NC UNI FSS OTHERWISE PROVIDM FOR BY CONTRACT. 1[1.E CONTENTS OE THS DR'AWINGS ARE CONF,DENTIAL AND SI -IAL NOT BE TRANSMITTED TO ANY OD IEP ['ARTY • XCI r'T H) in BY r ARCHElECT/ DATE: 2/28/2013 .10B NO. 2012-01 DRAWN BY JMM APPR BY JMM FL F 2012 -01 SHEET NUMBER: ELECTRICAL NOT[S CONTRACTOR SHALL FURNISH ALL LABOR MATERIALS AND EQUIPMENT FOR COMPLETE ELECTRICAL INSTALLATION IN ACCORDANCE WITH THESE DRAWINGS. 2. COMPLY WITH THE NEC. AND THE FLORIDA BUILDING CODE. J. OBTAIN ALL PERMITS FOR WORK UNDER THIS CONJRACT. 4. PROVIDE TEMPORARY POWER AND LIGHT OUTLETS FOR USE BY OTHER TRADES. 5. NO APPLIANCE OUTLETS SHALL BE INSTAL ED BELOW BASE FLOOD ELEV. 6. COORDINATE ALL OUTLET LOCATIONS WITH ARCHITECTURAL FEATURES. 7. CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. 8. A/C COMPRESSOR AND ALL ELECTRICAL CONNECTIONS SHALL BE INSTALLED ABOVE BASE FLOOD ELEV. Q. OUTDOOR CONDUITS SHALL BE SCHEDULE 40 PVC. MINIMUM COVER SHALL BE 24". 10. ALL MOUNTING HARDWARE SHALL BE BY ELECTRICAL CONTRACTOR. 11. ELECTRICAL OU[LE|S BELOW BASE ELEV. SHALL BE INSTALLED AT THE HIGHEST POSSIBLE ELEV AND SHALL BE INSTALLED (SEPARATE) AS INDEPENDENT CIRCUITS FROM THOSE IN THE HABITABLE AREAS. 12. MAIN CIRCUIT 8RAKER PANELS SHALL BE LOCATED ABOVE BASE FLOOD ELEV. 13. IT IS REQUIRED THAT ELECT. CONTRACTOR CONFERS WITH F.P.L. TO LOCATE THE ELECT. METER TO COMPLY WITH FEDERAL EMERGENCY MANAGEMENT AGENCY REQUIREMENTS. 14. DISTANCE BETWEEN RECESSED BOXES IN FIRE RATED WALLS OR CEILINGS SHALL COMPLY WITH 110-3B NEC. MANUFACTURERS SPECIFICATIONS AND U.L. REQUIREMENTS. 15. RECEPTACLES AND SWITCHES SHALL BE DECORA STYLE, COLOR TO BE SELECTED BY OWNER. 16. ALL BATHRO0W3, EXTERIOR AND GARAGE OUTLETS SHALL BE G.F.I. ALL KITCHEN COUNTER RECEPTACLES SHALL BE C.F.I. 17. ELECTRICAL PANEL AND BREAKERS SHALL BE RATED © 75^ 18. ALL 15 AND 20 AMP, 120 VOLT RECEPTACLES OUTLETS MUST BE LISTED TAMPER RESISTANT PER NEC2008 (400.11) 19. ROMEX CABLE IS ACCEPTABLE, WHEN USE FOR DRYER & RANGE SHALL HAVE BOTH, NEUTRAL 8c GROUNDING CONDUCTOR N.E.C. 250-122 7/PE: SIEMENS ULTIMATE LOAD CENTER MTG: FLUSH MOUNTED MAIN: M.L.0 LOAD WIRE TRIP POLE 4500 5000 1500 1400 1000 800 14 15 1 14 15 1 12 20 1 14 15 1 14 15 1 PANEL /D/ (10 PA|~ / DESCRIPTION AHU #1 (**) WATER HEATER DRYER SMALL APPLIANCE REFRIGERATOR DISHWASHER GARBAGE DISPOSAL LIVING ROOM MASTER BEDROOM GREAT RY, GARAGE & 0/S RECS. SPACE MASTER BATH, HALL BATH NUNDRY, S. DETECTORS MASTER 8EDRW/BATH, HALLWAY LTS. SPACE CU BUS/GND. BUS CKT No. 1 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 SPACF, 29 30 31 32 33 34 35 36 37 38 39 40 41 42 CKT No. 2 4 Electrical Symbols LegeMU ^ [P GFI WP AFF VP Recessed Ceiling lighting fixture Keyless Fixture Surface or pendant Wall mounted lighting fixture Recessed vapor proof shower fixture 2 -Bulb surface mount lighting fixture Surface mounted fluorescent lighting fixture Single pole switch 20A Three-way switch 20A Four-way switch 20A Single receptacle outlet 20A (Tamper resistant) Duplex receptacle outlet 15A. (Small appliances & bathrooms to be 20A) (Tamper resistant) Duplex receptacle outlet -split wire 15A (Tamper resistant) Quadruplet receptacle outlet 15A (TAMPER PROOF) 50A 120/240V, 10 Range outlet, 4 Wire 30A, 120/240V, 10 Dryer outlet, 4 Wire Telephone outlet Cable outlet Junction box Junction Box Braced For Ceiling Fan Fused Disconnect switch sized as required per equipment manufacturer nameplate Exhaust fan Photoelectric Smoke Detector (110 v. with battery boch-up, interconnected and sounding base) Photoelectric Smoke Detector & Carbon Monoxide Detector Combination (120V) W/Battery Indicates ground -fault interrupter Indicates weatherproof device or plate Indicates above finished floor or grade Vapor Proof Push Button Chime Motion Detector Key Pad Volume Control Speaker NOTE: ALL SYMBOLS ARE NOT NECESSARILY USED ON THIS PROJECT. DESCRIPTION CU #1 (**) RANGE LAUNDRY RM RECS. GARAGE DOOR OPENER BATHRM RECS. SMALL APPLIANCES (DINING RM) SMALL APPLIANCES KITCHEN MICROWAVE GARAGE/KITCHEN GREAT RM BEDRM. #1 & #2 RECS 1. (*) PART OF THE 3W/3Q.FT. LOAD 2. kN PROVIDE AFC| TYPE BREAKER. J. (**) COOLING & HEATING LOADS ARE NON --CONCURRENT. PROVIDE HACR TYPE BREAKER. WASHER SPACE VOLTS: 120/240( 10, 3W BUS: 150A LOAD: (SEE LOAANALYS\S) POLE ' TRIP WIRE LOAD 10 4200 20 6 12000 12 900 1200 (*)`' 1500 (rti) 1500 ---- -- 1800 /*\ `' (*6� ` ' `,, 1500 ,� 1 15 14 1 15 14 1 20 12 it VS �0 =~ NOTE: ENGINEER OF RECORD WILL REVISE DRAWINGS AFER RECEIVING FAULT CURRENT LETTER FROM POWER COMPANY. POWER COMPANY IS PRESENTLY DESIGNING POWER FOR SITE. FBC ENERGY CONSERVATION SECTION 402.4.5 RECESSED UGHTN(, RECESSED LUMINAIRES INSTAI LED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO LIMIT AIR L[AKASE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. ALL RECESSED LUMINAIRES SHALL BE IC -RATED AND LABELED AS MEETING A3TM_E 283 WHEN TESTED AT 1.57 PSF (75 PA) PRESSURE DIFFERENTIAL WITH NO MORE |HAN 2.0 CFM (0.944 |/S) OF AIR MOVEMENT FROM THE CONDITIONED SPACE TO THE CEILING CAVITY. ALL RECESSED LUMINAIRES SHALL BE SEALED WITH A GASKET OR CAULK BETWEEN THE HOUSING AND THE INTERIOR WALL OR CEILING COVERING. FBC ENERGY CONSERVATION SECTION 4041 LIGHTING EQUIPMENT. A MINIMUM OF 50 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING LOADFIXTURES SHALL BE HIGH -EFFICACY LAMPS. ANALYSIS ��N��L|�|� (BASED ON 120/248V 3W, 10) PANEL "A" AREA: 1887 SU.FT. X 3VA/3U.FT. RES OF LOAD EXCEPT A/C 1ST 10.0 KVA © 100% REMAINING 23.461 VA 0 40% A/C © 65% HEAT 3 #1/O & 108 (S)' |N 2"C POWER CO. APPROVED -- METER-MAIN COMBO \ � (3R) TO POWER CO. POINT -- OF SERVICE !CO(BY UTILITY COMPANY) --- 5,G61 VA 27,800 VA 33,451 VA 10,000 VA 9,384 VA 6,482 VA 25.886 VA/240V = 107]} \ PROVIDE AN INTERSYSTEM BONDING PER NEC 250-94 PANEL TO BE 1OK AIC SERIES RATED WITH MAIN FOR 22K AIC �� /-� � � _~ 2P -150A SERVICE RATED MAIN BREAKER (22K AIC) PANEL 1#4(G) IN 1/2"C 05/8"DIA. X 1OFT LONG COOPER CLAD STEEL GROUND DRIVEN ROD SPACED AND FOUNDATION ST EEL PER NEC 250 ELECTRICAL RISER DIAGRAM W|/��J[���Nl N.T.S. NOT ES: 1. ENGINEER ASSUMED A FAULT CURRENT OF 22K AIC. CONTRACTOR SHALL COORDINATE WITH POWER CO. FOR ACTUAL FAULT CURRENT. EQUIPMENT INSTALLED SHALL WITHSTAND POWER CO.'S AVAILABLE FAULT CURRENT. PRIOR TO BID THE ELECTRICAL CONTRACTOR SHALL OBTAIN FROM THE POWER CO. A LETTER STATING THE AVAILABLE FAULT CURRENT. NO EXTRAS WILL BE ALLOWED FOR FAILURE TO DO SO. 2. ALL EQUIPMENT TO BE MOUNTED ABOVE FLOOD CRITERIA. 3. COORDINATE NEW SERVICE REQUIREMENTS WITH POWER CO. D- cup STAIRWAY ILLUMINATION TO COMPLY WITH FBC RESIDENTIAL, __ R303.6. 1 FC MIN. AT TREADS AND LOCATIONS. BATHROOM D-29 D-29 ,; ) A D-24 db D-24 D-29 N0 ' 2S�� V.P.'` D - MASTER '''~--~ BATHROOM TO 3W SWITCH BELOW STAIRS BEDROOM #2 U' -|0"x|2''0' CL. D-2 V.P. €3= D-24 \� '� � 0-23 D -2J D-31 D-31 - D-5.7 SMART PANEL D- 1 1 D-] __ _ _ NUC LIGHT - & AHUL1 J.BOX FOR 4.5KW WATERHEATER ��. D_24 MASTER BEDROOM x D 1 D-23 D--10 W.[C� D -f 3 LAUNDRY 0-9,11 CL. BEDROOM #3 |x)Z_0. D-24 WP/GFI MODELEw N SECOND FLOOR OOR EECTRNC~ N SCALE: 1/4"= 11-0" D-25 D UU � �R'� ^� �� \� D-18 D-17 GFI DW KITCHEN / 101-41. G.D. D -1y GFI =9D-13 D-18 D-l3m` � Y\l�V D-25 -18 GREAT ROOM 231-a^ x db D-16 D-16 TO LIGHT ABOVE STAIRS CHIME 03]� D-23 LIVING ROOM MICROWAVE RANGE D -2O D-18 (44 0-6,8 DHU8. 0FH�� � ^� - u-'�T� 0DEI -FI D-21 2 CAR GARAGE 19-0� DOOR OPENER RECEPTACLE CHINE TX D-21 (9= ~^ 0-21�k ly db D-21 D-22 FOYER 0-25 GFIV� D714 GFI L POWDER D-22 ROOM D-12~ -PD DOOR CHIME MODELEL "D"w GROUND F OOR ELECTRICAL N SCALE: 1/4'=1'-[Y' CORWILARCHITECTS 4210 LAGUNA ST. CORAL GABLES FL. 33146 UC.N{}./\A'CUO2l5lT.305.4487383 PROJECT: � _ ~� � /�� ' �� ��/' , A m|xx/^'; 1` OWNER: |�WK|��� ��' `' `' `'� HOMES. .�/,..�u PHASE REVISIONS GROUND & LJJ LLJ A 8.27.14 GENERAL REVISION PANEL "D" FUR -OUT WALL IN ORDER TO RECESS PANEL PROPOSED LOCATION 150A METER/MAIN COMBO JMUConsulting KnsuU&" nEngineers C Certificate OF Authorization #9692 Jose M. Martinez, P.E. #56018 .8353 Sif 124 St. Suite 108 TEL. 255-1621 Miami, Florida 33156 FAX (786) 467-0815 ' , ,LANs u.nSPE �,11"LC, "'�,,VI'xc'wm.m�cuo^onnE,-,r�/^zwskwpwVIS,v°THE. ABLE o..uxm rc,s `xo DRAW IS THE sxc rr�,"n ', ^"u IS .. m�pn^m or SEF,.cc NOT n, "•.0 vp .: ,^n/ n', Lxr�',1; vn"o ,�vm'o SEAL 11�|��� `���� . ^ � �-,!' THIS DRAWWGS IS THE PROPERTY OF CCRWI. APCHiTECTS INC. UNLESS OTHERWISE PROVIDED FOR 8YCONTRACT, THE CONTENTS OF THIS DRAWINGS ARE CONHDENTIAL AND SHALL NOT BE TRANSMITTED TO ANY OFHER PART/ EXCEPT AS AGREED 10 BY THE ARCHITECT/ ENGINEERS DATE: JOB NO. DRAWN KY «PPR8Y ULE SHEET NUMBER: 2/28/2013 2Ol3-O| JMM JMM 201 2-01 _ � � �� �� �_ ELECTRICAL NOTES |V\/|L.J 1. CONTRACTOR SHALL FURNISH ALL LhB0,i MqF.RI/A9 AND EQUIPMENT FOR COMPLETE ELECTRICAL INSTALLATION IN ACCORDANCE WITH THESE DRAWINGS. 2. COMPLY WITH THE NEC. AND THE FLORIDA BUILDING CODE. 3. OBTAIN ALL PERMITS FOR WORK UNDER THIS CONTRACT. 4. PROVIDE TEMPORARY POWER AND LIGHT OUTLETS FOR USE BY OTHER TRADES. 5. NO APPLIANCE OUTLETS SHALL BE INSTALLED BELOW BASE FLOOD ELEV. 8, COORDINATE ALL OUET LOCATIONS WITH ARCHITECTURAL FEATURES. 7. CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. O. A/C COMPRESSOR AND ALL ELECTRICAL CONNECTIONS SHALL BE INSTALLED ABOVE BASE FLOOD ELEV. 9. 0U|D00R CONDUITS SHALL BE SCHEDULE 40 PVC. MINIMUM COVER SHALL BE 24^ 10. ALL MOUNTING HARDWARE SHALL BE BY ELECTRICAL CONTRACTOR. 11. ELECTRICAL OUTLETS BELOW BASE ELEV. SHALL BE INSTALLED AT THE HIGHEST POSSIBLE ELEV AND SHALL BE INSTALLED (SEPARATE) AS INDEPENDENT CIRCUITS FROM THOSE IN THE HABITABLE AREAS. 12. MAIN CIRCUIT BRAKER PANELS SHALL BE LOCATED ABOVE BASE FLOOD ELEV. 13. IF IS REQUIRED THAT ELECT. CONTRACTOR CONFERS WITH F.P.L. TO LOCATE THE ELECT. METER TO COMPLY WITH FEDERAL EMERGENCY MANAGEMENT AGENCY REQUIREMENTS. 14. DISTANCE BETWEEN RECESSED BOXES IN FIRE RATED WALLS OR CEILINGS SHALL COMPLY WITH 110-38 NEC. MANUFACTURERS SPECIFICATIONS AND U.L. REQUIREMENTS. 15. RECEPTACLES AND SWITCHES SHALL BE DECORA 3TYLE, COLOR TO BE SELECTED BY OWNER. 10. ALL 8ATHR0OWS, EXTERIOR AND GARAGE OUTLETS SHALL BE G.F.I. ALL KITCHEN COUNTER RECEPTACLES SHALL BE G.F.I. l/. ELECTRICAL PANEL AND BREAKERS SHALL BE RATED CA 75^ 18. ALL 15 AND 20 AMP, 120 VOLT RECEPTACLES OUTLETS MUST BE LISTED TAMPER RESISTANT PER NEC2008 (406.11) 19. ROMEX CABLE IS ACCEPTABLE, WHEN USE FOR DRYER & RANGE SHALL HAVE BOTH, NEUTRAL & GROUNDING CONDUCTOR N.E.C. 250-122 TYPE: MTG: MAIN: SIEMENS ULTIMATE LOAD CENFER FLUSH MOUNTED Wl.0 NOTE: ENGINEER OF RECORD WILL REVISE DRAWINGS AFTER RECEIVING FAULT CURRENT LETTER FROM POWER COMPANY. POWER COMPANY IS PRESENTLY DESIGNING POWER FOR SITE. FBC ENERGY CONSERVATION SECTION 402,4.5 RECESSED LIGHTING. RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. ALL RECESSED LUMINAIRES SHALL BE IC -RATED AND LABELED AS MEETING ASTM E 283 WHEN TESTED AT 1.57 PSF (75 PA) PRESSURE DIFFERENTIA! WITH NO MORE THAN 2.0 CFM (0.044 L/S) OF AIR MOVEMENT FROM THE CONDITIONED SPACE TO THE CEILING CAVITY. ALL RECESSED LUMINAIRES SHALL BE SEALED WITH A GASKET OR CAULK 8EPYEEN THE HOUSING AND THE INTERIOR WALL OR CEILING COVERING. FBC ENERGY CONSERVATION SECTION 404.1 LIGHTING EQUIPMENT. A MINIMUM OF 50 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS. AJ[L vC" (10 <A|C / U CU BUS/GND. BUS LOAD WIRE TRIP POLE DESCRIPTION 9.973 6 60 / 2 / AHU #1 (**) 5000 10 SPARE SPACE DRYER \S0o 12 20 i WAsRe'R. 1500 12 20 1 SMALL APPLIANCE 1000 DISHWASHER 800 GARBAGE DISPOSAL 1400 REFRIGERATOR -- -- SPACE 1200 12 20 1 GARAGE DOOR OPENER SPACE 14 15 1 2ND. FL BEDRM/HALL LTS. 14 15 1 MASTER BEDRM/BATH LTS. SPACE CKT No. 1 J 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 CKT No. 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 \lTEA|[lRUN|TS\/kOT4\ DE3CR|PD0N Cu #1 (**) RANGE BATHROOM RECS. MICROWAVE SMALL APPLIANCE DINING RM. SMALL APPLIANCES LIVING, DIGARAGE LTS. LTS. GARAGE REC. ENRTY, GARAGE 0/S REC SPACE BEDROOM #1 & #2 RECS. MAGTLR/8RM` BATH, BEDRM 1 &2 FANS LIVING RM., F0YER, POWDER WATER HEATER 1. (*) PART OF THE 3W/SQ.FT. LOAD 2. (rtl) PROVIDE AFC' TYPE BREAKER. 3. (**) COOLING & HEATING LOADS ARE NON -CONCURRENT. PROVIDE HACR TYPE BREAKER. SPACE VOLTS: 120/240V 10, 3W BUS: 150A LOAD: (SEE LOAANALYS|S) TRIP WIRE LOAD 10 4200 6 12000 1 20 12 (*) 1800 1500 1500 ( 15 1 20 12 1 15 14 1 15 14 ./ 2cv 10 14 (*) ( /*`�) `' ~ /4 `/ /*h� ` ' `.' /� h� ` ' `.'4500 Electrical Symbols Legen, � � 4 [P Recessed Ceiling lighting fixture Keyless Fixture Surface or pendant Wall mounted lighting fixture Recessed vopor proof shower fixture 2 -Bulb surface mount lighting fixture Surface mounted fluorescent lighting fixture Single pole switch 20A Three-way switch 20A Four-way switch 20A Single receptacle outlet 20A (Tamper resistant) Duplex receptacle outlet 15A. (Small appliances & bathrooms to be 20A) (Tamper resistant) Duplex receptacle outlet -split wire 15A (Tamper resistant) Quadruplet receptacle outlet 15A (TAMPER PROOF) 50A, 120/240V, 10 Range outlet, 4 Wire 30A, 120/240V 10 Dryer outlet, 4 Wire Telephone outlet Cable outlet Junction box Junction Box Braced For Ceiling Fan Fused Disconnect switch sized as required per equipment manufacturer nameplate Exhaust fan Photoelectric Smoke Detector (110 v. with (ST) battery back-up, interconnected and - sounding base) Photoelectric Smoke Detector & Carbon CgMonoxide Detector Combination 120V) W/Battery Indicates ground -fault interrupter Indicates weatherproof device or plate Indicates above finished floor or grade Vapor Proof Push Button Chime Motion Detector Key Pad Volume Control Speaker CR WP AFF VP u �� o NOTE: ALL SYMBOLS ARE NOT NECESSARILY USED ON THIS PROJECT. 3 #1/0 & 1#6 (G) IN 2"C POWER CO. APPROVED -- METER-MAIN COMBO TO POWER CO. POINT - 0F SERVICE (BY UTILITY COMPANY) CWP !3 CPVC PROVIDE AN INTERSYSTEM BONDING PER NEC 250-94 oPANEL 10 BE 10K AIC SERIES RATED WITH MAIN FOR 22K AIC � 2P -150A SERVICE RATED MAIN BREAKER (22K m^) PANEL ^C" 1#4(G) IN 1/2"C0 5/8" DIA. X 1OFT LONG COOPER CLAD STEEL GROUND DRIVEN ROD AND FOUNDATION STEEL PER NEC 250 ELECTRICAL RISER DIAGRAM LLL�� | R|�^��L L�iH�J���0� 1. ENGINEER ASSUMED A FAULT CURRENT OF 22K AIC. CONTRACTOR SHALL COORDINATE WITH POWER CO. FOR ACTUAL FAULT CURRENT. EQUIPMENT INSTALLED SHALL WITHSTAND POWER C0.3 AVAILABLE FAULT CURRENT. PRIOR TO BID THE ELECTRICAL CONTRACTOR SHALL OBTAIN FROM THE POWER CO. A LETTER STATING THE AVAILABLE FAULT CURRENT. NO EXTRAS WILL BE ALLOWED FOR FAILURE TO DO SO. 2. ALL EQUIPMENT TO BE MOUNTED ABOVE FLOOD CRITERIA. 3. COORDINATE NEW SERVICE REQUIREMENTS WITH POWER CO, VV '� C -2G BEDROOM #4 1 1'-10" x 1 0'-8' \1/\STER BEDROOM C-20 CL. C-26 STAIRWAY ILLUMINATION TO COMPLY WITH FBC RESIDENTIAL, R383.8. 1 FC MIN. AT TREADS AND BATHROOM 9C 10 TO 3W SWITCH BELOW AHu#1 C -3O.32 C-31 C-20 E:ATHRO[]M .� C-1J�� C -Q.11 [} �� LN. C-20 C -J1 (��C-29 HALLWAY 0 - ATTIC LIGHT & SWITCH -ru iivU)C-24 - C -2G WATER HEATER C4.5KW, 240V, 10 MASTER BATHROOM 0-31 C-31 '--°�CENTER BEDROOM 11'0"x|i'-�" G IF V MODEL E 0 " SECOND FLOOR EEEN L SCALE: 1/4" = C-2.4 WP/GFI CULI A -r" db D( DINING ROOM x|��'-� C-18 db 16 C-18 C-1 PN C-2 REF. KITCHEN Jk C-15 DW C-14 GFI C-15 C-8.8 RANGE WI C-121. C-14 C-17 -�^~ C-14 C-15/ �~l � �y �� GR �U CFI � ~. D (T) CHIME db �' 0-28 TO LIGHT ABOVE FAMILY ROOM x 141-0' C-1 ~� 41) ,-18 N :11 C-18 LOAD ANALYSIS (INTERIOR UN|T )t iMTf / (BASED ON 120/240V 3W, 10) PANEL "A" AREA: 2056 SQ.FT. X 3VA/SQ.FT. REST OF LOAD EXCEPT A/C 1ST 10.0 KVA 100% REMAINING 28.468 VA @ 40% A/C 65% HEAT MICROWAVE POWDERROOM C-20 LIVING ROOM x -28 C-28 -CHINE TX 6,168 VA 32,300 VA 38,468 VA 10,000 VA 11,387 VA 4,923 VA 28.310 VA/240V = 109.6 A 2 CAR GARAGE MODEL EL N 0 GROUND FOOR ELECTRICAL ECTRNCL N 8 qp C-28 -20 DOOR OPENER RECEPTACLE TO DOOR CHIME d� ��-2O C 2 COVERED ENTRY JIM PANEL "C" FUR -OUT WALL IN ORDER TO RECESS PANEL -PROPO3ED LOCATIO150A METER/MAIN COMBO N Engineers C COR W U�_����U A����-��_��.R�� C����~N��N-_ H T ECTS 42lOLAGUNA ST. CORAL GABLES FL. 33l46 UC.N{.AA'COO2l5l T.305.448.7383 PR}JECT: Am/x^/^/') OWNER: LE ` HOMES _ N� | Z 0 0 CD Z Q < Cf• Z 0 r3_< | UU =| Z aa 0 PIT A3E REVISIONS / 8.27.14 GENERAL REVISION ' .! Certificate OF Authorization #9692 Jose M. Martinez, P.E.#560188353 SW 124 St. Suite 108 TEL. (305) 255-1621 Miami, Florida 33156 FAX (786) 467-0815 TET -HE BEST TTE r 1,N; :444. PLAN', ANN `TF'ECiElE, A TIE'NS END WET CCTJTE'Ji FNE.IN.E.E'S LIT; ANN AN :VA,FTITIFEIT TEEETAIHE NOT TO HE 4",1 CONE111 -ENG PVC -NITRE, LT' SEAL '4,h��/�/ � ••� THISDRAWIN{B3THEPRJPERTYOFC0mKILARCHK83S|NC, UNLESS OTHERWISE PROVIDED FOR BY CONIRACT, IHE CONTENTS OF THIS DRAWINGS ARE CONFIDENTIAL AND SHALL NOT BE TRANSMITTED 10 ANY OTHER PARTY EXCEPT AS AGREED TO BY THE ARCHITECT/ ENGINEERS, DATE: JOB NO. DRAWN BY APPR BY FILE SHEET NUMBER: 2/28/20lJ 2Ol2'0l JMM JMM 2012-01 F- �- - � 8 .� �� ELECTRICAL NOTES LLL\/ / [�/\^/�L M`� } [.J - - 1. CONTRACTOR SHALL FURNISH ALL LABOR MATERIALS AND EQUIPMENT FOR COMPLETE ELECTRICAL INSTALLATION IN ACCORDANCE WITH THESE DRAWINGS. 2. COMPLY wiTH THE NEC. AND THE FLORIDA BUILDING CODE. 3. OBTAIN ALL PERM! IS FOR WORK UNDER THIS CONTRACT. 4. PROVIDE TEMPORARY POWER AND LIGHT OUTLETS FOR USE BY OTHER 'TRADES. 5. NO APPLIANCE OUTLETS SHALL BE INSTALLED BELOW BASE FLOOD ELLV. 6. COORDINATE ALL 0UTLE[ LOCATIONS WITH ARCHITECTURAL FEATURES. 7. CONTRACTOR SHALL VISIT THE SITE /O FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. O. A/C COMPRESSOR AND ALL ELECTRICAL CONNECTIONS SHALL BE INSTALLED ABOVE BASE FLOOD ELEV. 9. OUTDOOR CONDUITS SHALL BE SCHEDULE 40 PVC. MINIMUM COVER SHALL BE 24". 10. ALL MOUNTING HARDWARE SHALL BE BY ELECTRICAL CONTRACTOR. 11. ELECTRICAL OUTLETS BELOW BASE ELEV SHALL BE INSTALLED AT THE HIGHEST POSSIBLE ELEV AND SHALL BE INSTALLED (SEPARATE) AS INDEPENDENT CIRCUITS FROM THOSE IN THE HABITABLE AREAS. 12. MAIN CIRCUIT BRAKEK PANELS SHALL BE LOCATED ABOVE BASE FLOOD ELEV. 13. IT IS REQUIRED THAT ELECT. CONTRACTOR CONFERS WITH F.P.L. TO LOCATE THE ELECT. METER TO COMPLY WITH FEDERAL EMERGENCY MANAGEMENT AGENCY REQUIREMENTS. 14. DISTANCE BETWEEN RECESSED BOXES IN FIRE RATED WALLS OR CEILINGS SHALL COMPLY WITH \10-J8 NEC. MANUFACTURERS SPECIFICATIONS AND U.L. REQUIREMENTS. 15. RECEPTACLES AND SWITCHES SHALL BE DECORA STY(E. COLOR TO BE SELECTED BY OWNER. 16. ALL BATMR00WS, EXTERIOR AND GARAGE OUTLETS SHALL BE C.F.I. ALL KITCHEN COUNTER RECEPTACLES SHALL BE G.F.I. 17. EL[C7R>CAL PANEL AND BREAKERS SHALL BE RATED 75~ 18. ALL 15 AND 20 AMP, 120 VOLT RECEPTACLES OUTLETS MUST BE LISTED TAMPER RESISTANT PER N[C2008 /400.11\ 19. ROMEX CABLE IS ACCEPTABLE, WHEN USE FOR DRYER & RANGE SHALL HAVE BOTH, NEUTRAL & GROUNDING CONDUCTOR N.E.C. 250-122 TYPE: MTG: SIEMENS ULTIMATE LOAD CENTER FLUSH MOUNTED ����t�^���( Symbols | ~��Ml^ ��~w.~w �����.w° 43 � 44 � [� Recessed Ceiling lighting fixture Keyless Fixture Surface or pendant Wall mounted lighting fixture Recessed vapor proof shower fixture 2 -Bulb surface mount lighting fixture Surface mounted fluorescent lighting fixture Single pole switch 20A Three-way switch 20A Four-way switch 20A Single receptacle outlet 20A (Tamper resistant) Duplex receptacle outlet 15A. (Small appliances & bathrooms to be 20A) (Tamper resistant) Duplex receptacle outlet -split wire 15A (Tamper resistant) Quadruplet receptacle outlet 15A (TAMPER PROOF) 50A, 120/240V, 10 Range outlet, 4 Wire 30A, 120/240V, 10 Dryer outlet, 4 Wire Telephone outlet Cable outlet Junction box Junction Box Braced For Ceiling Fan Fused Disconnect switch sized as required per equipment manufacturer nameplate Exhaust fon Photoelectric Smoke Detector (110 v. with 80 battery bock -up, interconnected and sounding base) Photoelectric Smoke Detector & Carbon Monoxide Detector Combination (120V HV8ottng/ GH Indicates ground -fault interrupter WP Indicates weatherproof device or plate AFF Indicates above finished floor or grade VP Vapor Proof [•7 Push Button Chime Motion Detector Key Fad Volume Control Et] Speaker NOTE: ALL SYMBOLS ARE NOT NECESSARILY USED ON /HIS pROJ T. PANEL 'L/ (10 PA|~ } LOAD WIRE TRIP POLE DESCRIPTION 7573 8 45 2// AHU #1 (**) ) (*) 14 5000 10 1500 12 1500 1000 800 /*) `' /*l `' 1200 20 1 SPARE 15 1 2ND. FL. GENERAL LTS / RECS. ~ DRYER / 20 1 WASHER REFRIGERATOR DISHWASHER GARBAGE DISPOSAL POWDER RM. BATH RECS MASTER/2ND BATH RECS GARAGE DOOR OPENER SPACE 14 15 1 2ND. FL BEDRMS.1 & 2 RECS. 14 15 1 MASTER BEDRW/8ATU LIGHTS SPACE -- -- SPACE `' (*) � /� ' `' CU BUS/CND. BUS CKT No. CKT No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 ---------- J3 34 35 36 DESCRIPTION CU #1 (**) RANGE VOLTS: 120/240V 10, 3W BUS: 150A LOAD: (SEE LOAANALY3|S) POLE TRIP WIRE LOAD 2/ JO/ 10 3216 MICROWAVE SMALL APPLIANCES SMALL APPLIANCES SMALL APPLIANCES (DINING RM) LIVING/DINING/FAMILY/GARAGE LTS GARAGE & 0/S RECEPTS BEDROOM �1 & BEDROOM #2 RECS. ' SPACE MASTER BEDRM. RECS. LIVING RM. RECS WATER HEATER 1. (*) PART OF THE 3W/SQ.FT. LOAD 2. (111) PROVIDE AFC! TYPE BREAKER. 3. /**l COOLING & HEATING LOADS ARE NON -CONCURRENT. PROVIDE HACR TYPE BREAKER. SPACE 6 12000 20 12 900 1500 1500 1500 () 15 14 (*) (EP) 15 14 (*) ($) 15 14 (*) (c0) 1 15 14 (*) () 1 15 14 (*) ($) / 101 25 45O0 / NOTE: ENGINEER OF RECORD WILL REVISE DRAWINGS AFTER RECEIVING FAULT CURRENT LETTER FROM POWER COMPANY, POWER COMPANY IS PRESENTLY DESIGNING POWER FOR SITE. FBC ENERGY CONSERVATION SECTION 402.4.5 RECESSED LIGHTING. RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. ALL RECESSED LUMINAIRES SHALL BE IC -RATED AND LABELED AS MEETING ASTM E 283 WHEN TESTED AT 1.57 PSF (75 P^) PRESSURE DIFFERENTIAL WITH NO MORE THAN 2.0 CFM (0.944 L/S) OF AIR MOVEMENT FROM THE CONDITIONED SPACE TO THE CEILING CAVITY. ALL RECESSED LUMINAIRES SHALL BE SEALED WITH A GASKET OR CAULK BE[WEEN THE HOUSING AND THE INTERIOR WALL OR CEILING COVERING. FBC ENERGY CONSERVATION SECTION 404.1 LIGHTING EQUIPMENT. A MINIMUM OF 50 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS. LOAD ANALYSIS f�����L) �i� (BASED ON 120/240V, 3W( 10) PANEL "A" AREA: 1967 SOF[ X 3VA/SQ.FT. REST OF LOAD EXCEPT A/C 1ST 10.0 KVA @ 100% REMAINING 27'/01 VA @ 40% A/C @ 65% HEAT 3 #1/0 & 1#6 k� '� IN 2"C (3R)POWER CO. APPROVED -- METER-MAIN COMBO , »/ TO POWER CO. POINT OF SERVICE (BY UTILITY COMPANY) CWP /SCPVC� | J 5,901 VA 31,800 VA 37,701 VA 10.000 VA 11,080 VA 4,923 VA 26,003 VA/240V = 108.3 A PROVIDE AN INTERSYSTEM BONDING PER NEC 250-94 PANEL TO BE 10K AIC SERIES RATED WITH MAIN FOR 22K AIC -2P-15OA SERVICE RATED MAIN BREAKER (22K AIC) PANEL - 1#4(G) IN 1/2"C TO 5/8" DIA. X 1OFT LONG COOPER CLAD STEEL GROUND DRIVEN ROD AND FOUNDATION STEEL PER NEC 250 ELECTRICAL RISER F\���~O&�� DIAGRAM N.T.S. NOTES: 1. ENGINEER ASSUMED A FAULT CURRENT OF 22K AlC. CONTRACTOR SHALL COORDINATE WITH POWER CO. FOR ACTUAL FAULT CURRENT. EQUIPMENT INSTALLED SHALL WITHSTAND POWER CO.'S AVAILABLE FAULT CURRENT. PRIOR TO BID THE ELECTRICAL CONTRACTOR SHALL OBTAIN FROM THE POWER CO. A LETTER STATING THE AVAILABLE FAULT CURRENT. NO EXTRAS WILL BE ALLOWED FOR FAILURE TO DO SO. 2. ALL EQUIPMENT TO BE MOUNTED ABOVE FLOOD CRITERIA. 3. COORDINATE NEW SERVICE REQUIREMENTS WITH POWER CO. 8-7 B-7 3-26 ' ~~ \� '� H-7 BEDROOM #4 1 11'4" !o'Q" B-7 CL. STAIRWAY ILLUMINATION TO COMPLY WITH FBC RESIDENTIAL, R303.6. 1 FC MIN. AT TREADS AND LOCATIONS. BATHROOM 8-2S frhGH 4.1'8-2J 3-296 8-29 -0 3W SWITCH BATHROOMBELOW 8-29 CL. � 0) BEDROOM #2 'xil'�� 3-29 MASTER BEDROOM '0^ x (NO LIGHT) 3-29 B-29 AHU#1 O 1� B-9,11 LN. MMU� �� T 8-29 � ' LN. 3-26 �� 8-2GVV 4B.--26 � ^^ � 3-26 B-31 W 1 C� 8-3 B-31 WATER HEATER 4.5KW, 240V, 10 3-31 B -29 8-2O�0 HALLWAY�Y B-31 8-31 8-29 0-22 B -2J CFI SMART PANEL (R -J1) -ATTIC LIGHT & SWITCH MASTER BATHROOM MODEL " B 0 SECOND FOOR ELECTRICAL ECTRNCL N B-2.4 -* 3R 4)8-16 -411.GR C.D. B -19 DW GFI-���-�; r`�~ ^ B -14B-10 B-14 ' 11) -FI 9*B-68 (P- A�� R(Udb -16 CFI& B-14 RANGE B-10 GREAT ROOM Z0 '0"x!4 '0' 3-18 CFI/ B-14�� '� 8-18 MICROWAVE GR B-14 B-12 ��. [FI KITCHEN \4''4^ '-1'0" B-15 �E� q) PN. 0-18 8-16 TO LIGHT ABOVE POWDER ROOM CHIME N� LKj \~ � . 8-18 B-28 V.P. CHINE TX -CENTER B-22 "' B-18 BEDROOM #3 x "B" GROUND FOOR ELECTRICAL E TRNC=N -- - - 8 J� VU B-28 2 CAR GARAGE 0 B -1O FOYER 8-22 VB -22 /--DOOR OPENER RECEPTACLE n-�� Q� ° ^^ TO DOOR CHIME WP/GFI WP B-18 COVERED ENTRY B-22 22 0J n CL. B -2O GH J 8.-- PROPOSED LOCATION 150A METER/MAIN COMBO PANEL "B" FUR -OUT WALL IN ORDER TO RECESS PANEL Consulting �� � ��� LL � Certificate OF Authorization #9692 Jose M. Martinez, P.E. #56018 8969 SW 124 St. Suite 108 TEL. 255-1621 !Miann, Florida 33156 FAX (786) 467-08 15 ` LO T« au' � `, ,x:ALE:LAE, 'w' ,LANs *a SBuILA naa m"v.^m ,^nur��avuw°oCuno RYAS 's�cu�E PROPER �No,�^me�BuRy. AND 'S/,;NE m:n,NOT TOEEL RroPumEDmWHOLE OR IN 55551 SJHOUT HE DIN�SWRITTEN PER-vypcN 1 ��������UK /\[���U|T��r�T� v�°v=�nu�mou.r�|���| }|||-��|.� 4210 LAGUNA ST. CORAL GABLES FL. 33146 L|C.N{}.AA'C002l5lT.305.448.7383 PROJECT: OWNER: ��NN�� ��.`. `" A������ ' '��'.'�� PHASE REVISIONS 8.27.14 GENERAL REVISION S EA L m ' TIM;LoR�� ' 'n . � PEI - `° THIS DRAWINGS 8THE PROPERTY OFCORM. ARCHITECTS INC. UNLESS OTHERWISE PROVIDED FOR BY CONTRACT, THE CONTENTS OF THIS DRAWINGS ARE CONFIDENTIAL AND SHALL N01 BE TRANSMITTED TO ANY OTHER PARTY EXCEPT AS AGREED TO BY THE ARCHITECT( ENGINEERS. DATE:: JOB NO, DRAWN BY APPR BY FII E SHEET NUMBER: 2/28/2O!3 201 2-01 JNANA JMkA [|[y~T[)|/^�' NOTES LLLk/ | [�|L/��L |��� | .'^J 1. CONTRACTOR SHALL |URNISU ALL "~0}R MATERIALS AND EQUIPMENT FOR COMPLETE ELECTRICAL |NSTALU\TI0N IN ACCORDANCE WITH THESE DEAW.NGJ. 2. COMPLY WITH THE NEC. AND THE 'l3901 BUILDING CODE. 3. OBTAIN ALL PERMITS FOR WORK UNDER THIS CONTRACT. 4. PROVIDE. TEMPORARY POWER AND LIGHT OUTLETS FOR USE HYOTHER TRADES. 5. NO APPLIANCE OUTLETS SHALL BE INSTALLED BELOW BASE FLOOD ELEV. 6. COORDINATE ALL OUTLET LOCATIONS WITH ARCHITECTURAL FEATURES. 7. CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE HIMSELF' WITH ALL EXISTING CONDITIONS. O. A/C COMPRESSOR AND ALL ELECTRICAL CONNECTIONS SHALL BE INSTALLED ABOVE BASE FLOOD ELEV. 9. OUTDOOR CONDUITS SHALL BE SCHEDULE 40 PVC. MINIMUM COVER SHALL BE 24^ 10. ALL MOUNTING HARDWARE SHALL BE BY ELECTRICAL CONTRACTOR. 11. ELECTRICAL OUTLETS BELOW BASE ELEV. SHALL BE INSTALLED AT THE HIGHEST POSSIBLE ELEV AND SHALL BE INSTALLED (SEPARATE) AS INDEPENDENT CIRCUITS FROM THOSE IN THE HABITABLE AREAS. 12. MAIN CIRCUIT BRAKER PANELS SHALL BE LOCATED ABOVE BASE FLOOD ELEV. 13. IT IS REQUIRED THAT ELECT. CONTRACTOR CONFERS WITH LPL TO LOCATE THE [LBC[ METER TO COMPLY WITH FEDERAL EMERGENCY MANAGEMENT AGENCY REQUIREMENTS. 14. DISTANCE BETWEEN RECESSED BOXES IN FIRE RATED WALLS OR CEILINGS SHALL COMPLY WITH 110-38 NEC' MANUFACTURERS SPECIFICATIONS AND U.L. REQUIREMENTS. 15. RECEPTACLES AND SWITCHES SHALL BE DECORA 37YLE, COLOR TO BE SELLC70 BY OWNER. 16. ALL BATHROOMS, EXTERIOR AND GARAGE OUTLETS SHALL BE G.F.I. ALL KITCHEN COUNTER RECEPTACLES SHALL BE G.F.I. 17. ELECTRICAL PANEL AND BREAKERS SHALL BE RATED @ 75~ 18. ALL 15 AND 20 AMP, 120 VOLT RECEPTACLES OUTLETS MUST BE LISTED TAMPER RESISTANT PER NEC2008 (406.11) 19. ROMEX CABLE IS ACCEPTABLE. WHEN USE FOR DRYER & RANGE SHALL HAVE B0TH, NEUTRAL 8c, GROUNDING CONDUCTOR N.E.C. 250-122 TYPE: SIEMENS ULTIMATE LOAD CENTER MTC: FLUSH WOUN|ED PANELMAIN: M.L.0 NOTE: ENGINEER OF RECORD WILL REVISE DRAWINGS AFTER RECEIVING FAULT CURRENT LETTER FROM POWER COMPANY. POWER COMPANY IS PRESENTLY DESIGNING POWER FOR SITE. FBC ENERGY CONSERVATION SECTION 402.4.5 RECESSED LIGHTING. RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. ALL RECESSED LUMINAIRES SHALL BE |C -RATED AND LABELED AS MEETING ASTM E 283 WHEN TESTED AT 1.57 PSF (75 PA) PRESSURE DIFFERENTIAL WITH NO MORE THAN 2.0 CFM /0.944 L/S) OF AIR MOVEMENT FROM THE CONDITIONED SPACE TO THE CEILING CAVITY. ALL RECESSED LUMINAIRES SHALL BE SEALED WITH A GASKET OR CAULK BETWEEN THE HOUSING AND ThF INTERIOR WALL OR CEILING COVERING. FBC ENERGY CONSERVATION SECTION 404.1 LIGHTING EQUIPMENT. A MINIMUM OF 50 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS. "A" l/l KAIC) ( |L/ (INTERIOR U��|TS\/|�lT3\ BUS:CU BUS/CND. BUS LOAD: LOAD WIRE TRIP POLE DESCRIPTION CKT No. CKT No. 10'000 6 60 / 2/ AHU #1 (*") 5O00 10 1500 12 20 1500 1000 800 ------------ ($) (*) 14 15 1200 12 20 1 14 15 1 14 15 1 1 SPACE SPACE DRYER WASHER SMALL APPLIANCE DISHWASHER GARBAGE DISPOSAL POWDER/MASTER/2ND FL BATH RECS. SPACE GARAGE DOOR OPENER 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 28 30 31 32 33 34 35 36 SPACE 27 2ND. EL BEDRMS./HALL LTS. 29 MASTER BATH/WIC SPACE 120/240V 10, 3W 100A (SB LOAD ANALYS|S) DESCRIPTION POLE TRIP WIRE LOAD CU (**) 10 3216 RANGE 50 6 12000 MICROWAVE 1 20 12 1800 SMALL APPLIANCES 1 20 12 1500 REFRIGERATOR 1 20 12 1500 DINING RM. APPLIANCES 1 20 12 1500 ~''''`'~ OS /~``~^ . 1 15 14 LT3. GARAGERECS. GARAGE & 0/S RECS. BEDRW#1&���M. RECS. 1 15 14 (*) SPACE MASTER BEDRM. RECS. LIVING RM./FOYER RECS. WATER HEATER 1. (*) PART OF THE JW/SO.F[ LOAD 2. ([1]) PROVIDE AFCI TYPE BREAKER. J /**\ COOLING & HEATING LOADS ARE NON --CONCURRENT. PROVIDE HACR TYPE BREAKER. SPACE 12 (*) (LP) 10 4500 Electrical e[tM^c1l SVmbM|s Legend: , 0 K <)- � V.p 0 [ _] a e4 �� `� | =�� ' ^= '.] � [y GFI WP AFF VP u �� o isp Rocesoed Ceiling lighting fixture Keyless Fixture Surface or pendant Wall mounted lighting fixture Recessed vapor proof shower fixture 2 -Bulb surface mount lighting fixture Surface mounted fluorescent lighting fixture Single pole switch 20A Three- way switch 20A Four-way switch 20A Single receptacle outlet 20A (Tamper resistant) Duplex receptacle outlet 15A. (Small appliances & bathrooms to be 20A) (Tamper resistant) Duplex receptacle outlet -split wire 15A (Tamper resistant) Quadruplet receptacle outlet 15A (TAMPER PROOF) 50A, 120/24OV 10 Range outlet, 4 Wire 30A 120/240( 10 Dryer outlet, 4 Wire Telephone outlet Cable outlet Junction box Junction Box Braced For Ceiling Fan Fused Disconnect switch sized as required per equipment manufacturer nameplate Exhaust fan Photoelectric Smoke Detector (110 v. with battery bock -up. interconnected and sounding base) Photoelectric Smoke Detector &. Carbon Monoxide Detector Combination (120V) W/Battery Indicates ground -fault interrupter Indicates weatherproof device or plate Indicates above finished floor or grade Vapor Proof Push Button Chime Motion Detector Key Pad Volume Control Speaker NOTE: ALL SYMBOLS ARE NOT NECESSARILY USED ON THIS PROJECT. 3 #1/0 & 1#6 (G) |N 2"C POWER CO. APPROVED METER -MAIN COMBO \ l (3R) 10 POWER CO. POINT OF SERVICE (BY UTILITY COMPANY) CWP |S CPVl PROVIDE AN INTERSYSTEM BONDING PER NEC 250-94 PANEL TO BE 10K AIC SERIES RATED WITH MAIN FOR 22K AIC � � ``--2P-150A SERVICE RAI ED MAIN (3R) BREAKER (22K AIC) PANEL 1#4(G) IN 1/2"C TO 5/8" DIA. X 10F1- LONG COOPER CLAD STEEL GROUND DRIVEN ROD AND FOUNDATION STEEL PER NEC 250 ELECTRICAL RISER DIAGRAM U|/���R�tK0 N.T.S. NOTES: 1. ENGINEER ASSUMED A FAULT CURRENT OF 22K AIC. CONTRACTOR SHALL COORDINATE WITH POWER CO. FOR ACTUAL FAULT CURRENT. EQUIPMENT INSTALLED SHALL WITHSTAND POWER CO.'S AVAILABLE FAULT CURRENT. PRIOR TO BID THE ELECTRICAL CONTRACTOR SHALL OBTAIN FROM THE POWER CO. A LETTER STATING THE AVAILABLE FAULT CURRENT. NO EXTRAS WILL BE ALLOWED FOR FAILURE TO DO SO. 2. ALL EQUIPMENT TO BE MOUNTED ABOVE LOOD CRITERIA. 3. COORDINATE NEW SERVICE REQUIREMENTS WITH POWER CO. CEN ER V.P. MASTER BATHROOM GR A-26 A-26 Ai 6 A-31 STAIRWAY ILLUMINATION TO COMPLY WITH FBC RES|DENTIAL, R303.5. 1 FC MIN. AT TREADS AND LOCATIONS. -ATTC LIGHT \& SWITCH A -2G A SMART PANEL A-20 A--29 A-20 A-29 A-28 "� .�A A-22 db CL. 49 A-22 BEDROOM #3 "'f)�-/�' A-22 LN. CL. A-29 3W SWITCH A -29 ' BELOW @/ A-22 A-29 A-22 10. MASTER BEDROOM 15 '5" / '4''0" A--30,32 �^runr`r`^x �/�/nnuu/w A-26 A-1,3 A-29 A-22 -J.8OX FOR 4.5N0 WATER HEATER BEDROOM #2 10'4;x���'''��" ��A-22 Y� MODEL m m SECOND FOOR ELECTRICAL ECTR0CL N LOAD ANALYSIS |�T[����� UN|T (INTERIOR [|�|\�|� W|�| | � . . (BASED ON 120/240V, 3W, 10) PANEL "A" AREA: 1887 S8.F[ X JVA/SD.F[ RES f OF LOAD EXCEPT A/C 1ST 10.0 KVA @ 100% REMAINING 20.861 VA @ 40% A/C @ 65% HEAT 0 A-16 A -A-12 WP/GFI 18 " A-2O�� - R �� UJ �n 4.v1 =O^-15 CFI� r [m(�'`� | CU#1 G.D. 413., A -19 A-12 DW A 1 KITCHEN !2'Q^/|��-|` RANGE A -1O 5,661 VA 34,200 VA 39,861 VA 10,000 VA 11,944 VA ---- 6.500 VA 28.444 VA/240V = 118.5 A db A-16 GREAT ROOM 21'-0" r A-14 �� KEF��^ £� GFI Ar15 A-12 CF��� (�}_ �� �hA_5O UU_Ar15nn - MICROWAVE AL \� LIVING ROOM |Z1'!.0"x!�'-�" POWDER 0-1 . A-18 Gn`K/� A-21 A-18 A-28 A-29 LN. CHINE TX ~ CHIME ,, �0 TO LIGHT ABOVE -28 �� '� A-28 A-25 GR TO DOOR CHIME n 6A-20 A-18 FOYER 4''|0" COVERED ENTRY GROUND FLOOR EEN L SCALE: 1/4" = 1'-0' A-22 ROOF BELOW 2 CAR GARAGE DOOR OPENER RECEPTACLE WP PANEL "A" FUR -OUT WALL IN ORDER TO RECESS PANEL PROPOSED LOCATION 150A METER/MAIN COMBO Consulting Engineers � � �� ��8��� Juu Certificate OF Authorization #9692 Jose M. Martinez, P.E. #5601.8 8353 SI 124 St. Suite 108 255-1621 Miami, Florida 33156 FAX (786) 467-0815 '.�r�,capc��:�,/u�|+^u��`,,NG ,,v"^,�^PPE�3o�� SeONS .'�mC A"Grcn TTNS w� ��m THE ,EmmG DES �I� :TPA n =' `'o ,k'+�n v, � ^m uw�m"^ e°w"�°s ��AN, IS AN vST"�yx' w SEP c ^*, TO NE ,e,^D JC ED vmGLc 'n IN wR` n`,,yrEf-IE cmwu ^p:nm rp,'sSw um CwvSxnwG rw',GF ERE, u, CORWILARCHITECTS 4210 LAGUNA ST. CORAL GABLES FL. 33146 LIC.NO. AA -0002151 T.305.448.7383 PROJECT: OWNER: |�Nk]li�� ��. `. `' `.` HOMES V) P H AS E REVISIONS LLI ~= /\ /1\ 8.27.14 GENERAL REVISION SEAL . c� � ..���� ��� ` '�� , /�,�'.��y�'���` THIS DRAWINGS ISTHE pPOPFT CFCCRWIL/�CH-EC'S INC. UNLESS OTHERWISE PR0VIDED FOR BY CONTRACT, THE CONTENTS 0F THIS DRAWINGS ARE C0NHDENTIAL AND SHALL NOT BE TRANSMIITED 70 ANY OTHER PARTY EXCEPT AS AGREED TO BY [HE ARCHITECT/ ENGINEERS. DATE: JOB NO. DRAWN BY xPPR8Y SHEET NUMBER: 2/28/2013 2Ol2'O7 JMM JMM 2012-01 [- F- -� � � �� � ELECTRICAL NOTES LLLk� | R|��/�L M�� | L~� 1. CONTRACTOR SHALL FURNISH ALL LABOR MATERIALS AND EQUIPMENT FOR COMPLETE ELECTRICAL INSTALLATION IN ACCORDANCE WITH THESE DRAWINGS. 2. COMPLY WITH THE NEC. AND THE FLORIDA BUILDING CODE. 3. OBTAIN ALL PERMITS FOR WORK UNDER THIS CONTRACT. 4. PROVIDE TEMPORARY POWER AND LIGHT OUTLETS FOR USE BY OTHER TRADES. 5. NO APPLIANCE OUTLETS SHALL BE INSTALLED BELOW BASE FLOOD ELEV. 6. COORDINATE ALL OUTLET LOCATIONS WITH ARCHITECTURAL FEATURES. 7. CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. 8. A/C COMPRESSOR AND ALL ELECTRICAL CONNECTIONS SHALL BE INSTALLED ABOVE BASE FLOOD ELEV. 9. OUTDOOR CONDUITS SHALL BE SCHEDULE 40 PVC. MINIMUM COVER SHALL BE 24^ 10. ALL MOUNTING HARDWARE SHALL BE BY ELECTRICAL CONTRACTOR. 11. ELECTRICAL OUTLETS BELOW BASE ELEV. SHALL BE INSTALLED AT THE HIGHEST POSSIBLE ELEV AND SHALL BE INSTALLED (SEPARATE) AS INDEPENDENT CIRCUITS FROM THOSE IN THE HABITABLE AREAS. 12. MAIN CIRCUIT BRAKERPANELS SHALL BE LOCATED ABOVE BASE FLOOD ELEV. 13. IT IS REQUIRED THAT ELECT. CONTRACTOR CONFERS WITH F.P.L. TO LOCATE THE ELECT. METER TO COMPLY WITH FEDERAL EMERGENCY MANAGEMENT AGENCY REQUIREMENTS. 14. DISTANCE BETWEEN RECESSED BOXES IN FIRE RATED WALLS OR CEILINGS SHALL COMPLY WITH 110-3B NEC. MANUFACTURERS SPECIFICATIONS AND U.L. REQUIREMENTS. 15. RECEPTACLES AND SWITCHES SHALL BE DECORA STYLE, COLOR 10 BE SELECTED BY OWNER. 16. ALL BATHROOMS, EXTERIOR AND GARAGE OUTLETS SHALL BE G.F.I. ALL KITCHEN COUNTER RECEPTACLES SHALL BE G.F.I. 17. ELECTRICAL PANEL AND BREAKERS SHALL BE RATED @ 75~ 18. ALL 15 AND 20 AMP, 120 VOLT RECEPTACLES OUTLETS MUST BE LISTED TAMPER RESISTANT PER NEC2008 (400.17) 19. ROMEX CABLE IS ACCEPTABLE, WHEN USE FOR DRYER & RANGE SHALL HAVE BOTH, NEUTRAL & GROUNDING CONDUCTOR N.E.C. 250-122 TYPE: SIEMENS S|EMEN3 U0MATE LOAD CENTER MTG: FLUSH MOUNTED MAIN: M.L.0 |�� O� NOTE: ENGINEER OF RECORD WILL REVISE DRAWINGS ARER RECEIVING FAULT CURRENT LETTER FROM POWER COMPANY. POWER COMPANY IS PRESENTLY DESIGNING POWER FOR SITE. FBC ENERGY CONSERVATION SECTION 402.4,5 RECESSED LIGHTING. RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. ALL RECESSED LUMINAIRES SHALL BE IC -RATED AND LABELED AS MEETING ASTM E 283 WHEN TESTED AT 1.57 PSF (75 PA) PRESSURE DIFFERENTIAL WITH NO MORE THAN 2.0 CFM (0.944 L/S) OF AIR MOVEMENT FROM THE CONDITIONED SPACE TO THE CEILING CAVITY. ALL RECESSED LUMINAIRES SHALL BE SEALED WITH A GASKET OR CAULK BETWEEN THE HOUSING AND THE INTERIOR WALL OR CEILING COVERING, FBC ENERGY CONSERVATION SECTION 404.1 LIGHTING EQUIPMENT. A MINIMUM OF 50 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS. \[L /A/ (10 pA|C //E>TER|lA UNITS) (LOT ~/ CU BUS/CND. BUS LOAD WIRE TRIP POLE DESCRIPTION 7576 6 45 4500 10 5000 10 1500 12 20 1000 800 1500 1800 14 15 hN (*) 14 15 AHU #1 (**) WATER HEATER DRYER SMALL APPLIANCE rp,4 -foe DISHWASHER GARBAGE DISPOSAL SMALL APPLIANCE MICROWAVE !���"y lo ye' .�~*'4,4; 0fr." SPACE 2ND. FL. HALL LT3./3, DETECT 1 MASTER/HALL BATH SPACE CKT No. 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 CKT No. 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 J4 36 DESCRIPTION VOLTS: 120/240V, 10, 3W BUS: 150A LOAD: (SEE LOAD ANALYSIS) POLE TRIP WIRE LOAD CU #1 (**) 2 35 10 4200 � �� RANGE 2/ ou/ 6 12000 WASHER 1 20 12 1500 1500 BATHROOM RECEPTS GARAGE DOOR OPENER SMALL APPL. (DINNING RM) UNN |LY GARAGE & 0/S RECS BEDRM #1 & #1 FL. BEDRM. RECS. SPACE MASTER BEDRM. RECS. SPACE SPARE SPARE SPACE SPACE 1. (*) PART OF THE 3W/SO.E1 LOAD 2. (Eli) PROVIDE AFCI TYPE BREAKER. J. /**\ COOLING & HEATING LOADS ARE NON -CONCURRENT. PROVIDE HACR TYPE BREAKER. 1 15 1 20 Electrical Symbols Le[~M^ T.V 131 SD OR WP AFF VP Recessed Ceiling lighting fixture Keyless Fixture Surface or pendant Wall mounted lighting fixture Recessed vapor proof shower fixture 2 -Bulb surface mount lighting fixture Surface mounted fluorescent lighting fixture Single pole switch 20A Three-way switch 20A Four-way switch 30A Sinyle receptacle outlet 20A (Tamper resistant) Duplex receptacle outlet 15& (Small appliances & bathrooms to be 20A) (Tamper resistant) Duplex receptacle outlet -split wire 15A (Tamper resistant) Quadruplet receptacle outlet 15A (TAMPER PROOF) 50A' 120/240V, 110 Range outlet, 4 Wire 30A, 120/240V, 10 Dryer outlet, 4 Wire Telephone outlet Cable outlet Junction box Junction Box Braced For Ceiling Fan Fused Disconnect switch sized as required per equipment manufacturer nameplate Exhaust fan Photoelectric Smoke Detector (110 v. with battery book -up, interconnected and sounding base) Photoelectric Smoke Detector & Carbon Monoxide Detector Combination (120N W/Battery Indicates ground -fault interrupter Indicates weatherproof device or plate Indicates above Vapor Proof Push Button Chime Motion Detector Key Pod Volume Control Speaker finished floor or grade NOTE ALL SYMBOLS ARE NOT NECESSARILY USED ON THIS PROJECT. 3 #1/0 & 1#6 (0) IN 2"C POWER CO. APPROVED - METER -MAIN COMBO 0 (3R) 0 TO POWER CO. POINT - OF SERVICE (BY UTILITY COMPANY) CWP IS CPVC PROVIDE AN INTERSYSTEM BONDING PER NEC 250-94 PANEL TO BE 1OK AIC SERIES RATED WITH MAIN FOR 22K AIC 2P-15OA SERVICE RATED MAIN /JR\ ` ' BREAKER (22K AIC\ PANEL -1#4(G) |N 1/2^C 10 5/8" DIA. X 1OFT LONG COOPER CLAD STEEL GROUND DRIVEN ROD AND FOUNDATION STEEL PER NEC 250 ELECTRICAL RISER [�/�y~��k� DIAGRAM N.T.S. NOTES: 1. ENGINEER ASSUMED A FAULT CURRENT OF 22K AIC. CONTRACTOR SHALL COORDINATE WITH POWER CO. FOR ACTUAL FAULT CURRENT. EQUIPMENT INSTALLED SHALL WITHSTAND POWER CO.'S AVAILABLE FAULT CURRENT. PRIOR TO BID THE ELECTRICAL CONTRACTOR SHALL OBTAIN FROM THE POWER CO. A LETTER STATING THE AVAILABLE FAULT CURRENT. NO EXTRAS WILL BE ALLOWED FOR FAILURE TO OO SO. 2. ALL EQUIPMENT TO BE MOUNTED ABOVE FLOOD CRITERIA. 3. COORDINATE NEW SERVICE REQUIREMENTS WITH POWER CO. A-2,4 CENTER- ". /". . A-2O��' _ CU#1 V.P. MASTER BATHROOM A-26 = A -2G ' ~^ A06 A-31 STAIRWAY ILLUMINATION TO COMPLY WITH FBC RES|DENTIAL, R303.6. 1 FC MIN. AT TREADS AND LOCATIONS. A-31 -ATTlC LIGHT V.P. \& SWITCH A -J1 A-31 A-29 A-29 TO 3W SWITCH BELOW CL. A-29 u� .�A A-22 A-29 A-22 A-22 BEDROOM #3 |'|0`/k0 -'�7` ��| �U22 ( | | A-29 CL. A-22 A-22 MASTER BEDROOM x 141-0" MODEL�-�� N~~�� N~~-� 0 00 �� wN N��N �� � N � N�~� 0 ��u� SECOND _OELECTRICAL _CNCL ATHROOM � - Ar57 A-28 A-1.3 A-29 \A/ J.BOX FOR 4.5KW WATER HEATER €A-22 | A-18 ^� uGR (|� A-13 A-17 ���7'21 GF| DW dbui A-16 A 18 GREAT ROOM 211'0" / 131-11" RANGE �-1J A7-23.. ' A-21 A-13 A-21 �kGR GR9 qhfA-68TrGFI �\ MICROWAVE A-15 REEt�� A-25 6 A-1 LIVING ROOM |2'-!0" x LOAD ANALYSIS (EXTERIOR UN|T /( hOT 1) (BASED ON 120240V, 3W, 10) PANEL "A" AREA: 1887 SQ.FT. X 3VA/5Q.1--1. REST OF LOAD EXCEPT A/C 1ST 10.0 KVA © 100% REMAINING 29,461 VA @ 40% A/C OD 65% HEAT POWDER 5,661 VA 33,800 VA 39,461 VA 10,000 VA 11,784 VA 4,924 VA 26,708 VA/240V = 111.3 A CHINE TX A-18 BEDROOM #2 x1{9'-10" A-22 ROOF BELOW LN. A- C^ A-29 CHIME TO LIGHT ABOVE A-25/� A-25 A-18 A-25- CFI GR TO DOOR CHIME WP/GFI A-25 FOYER / 41'10" A-25 COVERED ENTRY MODELEL w 0 GROUND FLOOR ELECTRICAL PLAN __' - - -_- __ - _ __- - _-_ -~�� �~_ - � ~��~ ~~~� ~�~� ~~~~ ~ ~ .^ � .�� ~ ~~~~~ � "��.� � � ,= ' ' 2 CAR GARAGE -0' DOOR OPENER RECEPTACLE ` WP EHT A-20 �� [�� WP ---PANEL "A" FUR -OUT WALL IN ORDER TO RECESS PANEL `-PROPOSED LOCATION 150A METER/MAIN COMBO Consulting onsUUt" nEngineers r« Certificate OF Authorization #9692 1 -------- Jose M. Martinez, P.E. #56018 8353 SP( 184 St. Suite 108 TEL. 255-1621 Miami, Florida 33156 FAX (786) 467-0815 n IPE BEST ',r v,'v^^LcuGc� n/c r:°, AND Srccm'^n:'^, ).)).,1,"11 TED amcma ov�/ m/v rpx` w�,,^�� /sp ,powy^« �, Tilu^�, ovxux� s sns v�p^r`""'��''"' `^u ppcp�n ur ',11.1)AC m.omwG ,°`^o,s LLC kNIT IS ^N SFp°r `*' mT)-1^1.1/ -HE oPPE',5 *,n* rri,.mm,DN CORWILARCHITECTS 4210 LAGUNA ST. CORAL GABLES FL. 33146 L|C.N{}.AA'[OU2l5l 7,305.4487383 PROJECT: � � OWNER: PHASE |�WN/i�� ��.~.`'`.` HOMES' '��'.`�« REVISIONS LLJ LLJ �� /�\ 8.27.14 GENERAL REVISION � SEAL ~ � �°^ ��w������r. r���^' .� .^^^ ^/^ u x� „� '�° ` #11,�\\O'' '; 1(1-, 1"` THS DRAWINGS IS THE PROPERT1 OF C0RWL ARCHITECTS INC. UNLESS OTHERWISE PROVIDED FOR BY CONTRACT THE CONTENTS OF IHIS DRAWINGS ARE CCNFIDENIIAL AND SHALL NOT BE TRANSMITTED 10 ANY OTHER PARTY EXCEPT AS AGREED TO BY THE ARCHITECl/ ENGINEERS. DATE: JOB NO. DRAWN BY APPRDY FILE SHEET NUMBER: 2/28/2013 2012-01 JMM JMM 2012-01 E-1 0 -2: 1" STEEL CLIP TIE -DOWN SCHEDULE: AT GRADE INSTALLATIONS: ....„ . UP,0,11,1071 S1IRE730 AREA OF UNITS 1000707 10(1 6 FT' 91'P 1217' 1111' 2010'- 56 55-3— J. 6 6 -- 39F-0 UNIT (1010 IT 171111 0(0(7/70i 487,172 24 ' 61.11 10 10(69 AV LEN L. -(-,)1OL(E/11 EACTICAB421.1.1.14.(79TAL OF 4 61.1170 FIER 110rr) im,,,,,,0 70 couciz,i5 SHEET METAL SCPEW SHEET I01161. '00.11W V:001) SCREW TO IVAXIMI...0 811(8.NABI.E. LATERAL WINO PRESSUREEAI:::-TioETIOST ST RUCTUFtEj- — -------- - - - — - - _-_,_: il 1,61CON 10 (2) CLII 9 AT EACTI l644y1.17 (TOTE, DE18 C1.117 HE/CT./HIFI SHE El KIET01. SHEET 7.117AL 05000 SCREW TO o 01 ^SF 8101.0(' --- 11 1111 100101/17201371 44011071 49 a1 pr : r1 81 P.51 375001; 100 PSE 1:p rs•F 71P -So 1:70 p4s1SFP: ' 00 PPE 9C.P.14, TO ALUNIINUI01 1(0 ISP 67000 TO 075 Et 1027(116070 STEEL 1079 -- 172101 17217115 - 7/1'929E0_ _ 4e'01 P10857 71501 9 P7171 -- io P-s*P - 43 1.01 7-4537 PESSFF.---- 30 P51 18 105 58 101 2:02:008L.71,../z_,26_p,7,,,,_,/," 50:1777:; 3'44E3' F;$!or 439114T 97 T'SF 22 P9F7- _ 22 E5F 22 Psr _ _ _ . _ . 43 PSF 47101 33 PS1 2373 -171 .: Fri, - 343399 F 'PP ‘'s' FF' .. . - 27 PEE 27 59F 31 PGF 26 rof: I. 71E. 00149 111(5 5081(BE 170111120 TO 774175'i(545 70/15155 11911161111 (3)-012 001 C(4705 .5 59E17 11FTAL 574 (725 I(F)-SHEE1 ,15101 1(5102 REBUT ED (CP 1003 0.1117, 0E5 DE: 09 1,001 I. 0111174141171 7E015110 UNIT 5-161 1 CONFORM 10 101 10110167170, 2.1. 4111.190411.10,00045.0 110115 511214 BF 6063-16 1(19. ALUMINUM 51. 1E1 W(10 717030 151, 0 125" MK 7111111.156 2.2, STEEL 000mo UN(TS, S0291 11 338011-1114, 51111, CIPADE 33, 7205 1123. (720.0294'), M001I11061011004 APIS WIND PRESSURES FM 1010-11710729 DUAL 50991RA7E HAY BE 10(110011 NT 0111707410 1171171013 101 40717 OF THE 2 1 ITP, 4, A 00)(110U1-1 ALLOWABLE 7011.11 01 100 ISE HES 13019 1111179117 1(15 1110058 17E110040 1014111155 CON I011 THIS ENGINEER FOR 51001170(1111 010(1111471111, ANCHOR SCHEDULE: sons7707E _ . 201156177, (4' 11111K 7-711, 111821511.119.) 0/114(11101 17,125' M117. (17106, 0051-16 7.110 011071(51.7.1) 017011 101(11, 33 00I STEEL) 052/10211001 (500711105 0751069 11741, 0E005 00 ET T1E0) . . A(7CI105 10)-7, 11071(6 S (10.4 ITN PIM DEX TAPCON. 110,' EOLI, 6018E0 To COYCRE1E, 7 11161 41209 OISIA,011, 3' 1115. 5100190 TO MN 001711.17 ANC0OR. -- -- - - t 400(TEDMEN r AND E10(1E 1,0010110E En:LUDES 51(01501ES, Ir 44111(14311. 0)-814 501 0500E 5 S/PPET 619E01...SCREW 10 At 00IN110.1, F1122101 (5) 176( 7415 1116,2, 77111110 MINIMUM EDGE DISTAN19 AS 00 010 IN 0101HoR 5111101119, (057 '7-17140 7175< 108 511EET 1411111 901E16, ANEEGE 7-LTEE011 110120 (1).414 541 054)1 5 54(715 01701 01111,N 70 00E71, PROVIDE (7) 521461,15 7207 103750 51 51/7 FOE 511E11 6E701 S1'7E19. (1)-914 089 0007TE 5 8,00 SCREW 1045000 7, NKR, PROVIDE cl5' 1019, 1140110 ECNE-93.070c0(, 1" I•111, FrGE 701;TA515, 1" 719, 11.117 DIS10311, 18'1E [51,11111 ) • 01110115 EKE orTE 0011/0 101 .14.1 1911 2 (0711 rEGF (177(7111:- . 311<01<5 1,749E15 (1.72 [177870111N.°.01 SE 2.'' "_STELL, CLIP TIE -DOWN SCHEDULE: AT GRADE INSTALLATIONS: ___...„ ..... .. 71571111111 ALLOWAEIE LATERAL 0,NEID PRESSURE ONCHOR 00 posr SIP, K-0,..(9EJ, 7E041E1114 5391701F (111.-.1....IP AF (AC.11 COETICK.(70101. OF 4 CLIPS PER (70171 -11 (2) ETLIES AT EACH CORI0EFEETE).TEL OF 8 CLIE.5_11( UNIT) U0(17 UNIT - - ' ' - ARTA 07 040110 I 5015111451011 I B41091 moo+ NY -FT (17101 co.91106 1 STIFT I HE I AI 04.1 ON ',0030 5101(6,190 - _ , SHEET 1411.01 0011 0 SERE o1c 70 ILPCIESI 7ACE 7 0 57111. ',906DE) 51.175 70 1 s7-3737 -oc, .301/70 ALLP-IIK "1 ... . 411' 1(0751 700107 100 F5F 100 P0F 104172 100401 A1'2... aco P51 120 PSF 100 15Ftoo F: 5:71 100 PEP I109 (sr 9 FTT 41(11106 24' MIN 67701 57111 62<01 100 1.07 100 757 100701 0..... 1211' 00 172 50 75F 90105 99 151 99 FSF 95<51 1664' 38 ESE 38 70F (610< 14707 74700 14 131 ------- 70 FT' _ 41 EFF ; 4(751 41 757 60705 90707 50101 33701 33 PSF 33707 i 64104 0 57757 57707 7 _ ,0 _ r - rIAX 71" MIN 30 El' 84107 I 27 505 27 101 03(01 I 63167 13054 ,.-7,7 .. 33,773 -777 0777,37-3333,-73,7777,.33,7,33,--727-7-3747777,01 I 38 IT7 I ES1R8G,2/4140.0,294128, //40G,G04742.404071/B41224XE.4102,58.18'SS11,4-402.48,21/SyRG4,1210. 44 '-'4'. I 41 L,,-,. _....... ... :'_4 ,•.s.: .. 1 715.00095 Et -175 50501. et P1105162111 711110.0,941 9001160 UNII v(12,1 (3) 41R SAE GRADE 1 510FEI 011721 5727105. 2 E50.5.6011.41 (90)5ING UNIT 511011 CONEORIM IC 911 10-1 014'11831 2 1 ALUE1110,11-1 1-175s/r,r3 170111 01 NA. PE EC., 1-75 ON. 01_0E1941M S-EET 0,1'01 Flo 030 901, 0 /1072-11/11, 1171510105, 1 2. 5017. 09100511000 97E15 611751 PE 33001 1,-r, F1( FL, 015008 33, 27114 MIN (74 0.7294"), 3 0717,2/1-107' y0,7_0607910 17101 DE 100 10( 9754:1115 T1711 IFFD; 157 HIGUER DE1.01040 I -VAT I '70S co101011 EMS EN001707 EC. 7 5111.2P111711 16111(71.110. ANCHOR SCHEDULE: 51/551RATE 1 101100716TNT AND F DGE 010 410(1/712 27 4, IE AR((1110(3.1E. 21.11/0060.041 (0)-914 59F ITE.EDI 5 rr mm81 ,.;1,1,..00 TO 0757"19;94, 7,0 \ 51,E (F1E1'12115 070 RA 7. (7051/71 MINI/14 7005 DISIAGCE AS 110100 IN ANCHOR SCcIEDIRE, 14110, 1791/9 1007-17 <1(9, 71111915119) IGFEED Pt 51* Fort 27117 oo15781 .90 A19170 - 069.001 6E.407.0(,1113±G 5: 571114 614 00<072111 5 3II4110 715101. 01114070 51722,, 17016.905 (5) PINCHES 77<1.1711 5 ! 10,125' 01104. 7011(4, 33 15I SIEFT) ('200PLANE 103150E71 313174 SCPEAL R i (AU c&T";7,1 177.017100 1,111151 NOT (1R719711 1112 LI:orof• (.7144111 WOE 0, 1-1,2' 03477110,14E501 ()-731 CAE 55775 51.00)02 515172 10 (7700 0. r111- , FEoID E 7-1117 4107ERD E' EINE . 72676E'RPUTEPo 2017041137, 1' 31110.ED3E P318775, I"01N, E0151ACE, _ NN Rev 0, 03/15/12 IiHEETVI MANUFACTURING COMPANY AIR CONDITIONING DIVISION ^-3 7 IR IR cf 31 0 '7 33 7 0 18 0 33 01 11 11-B11P-0001 5571581 6<5 01 755E32771337.5210777 o P.O. BOX 17010(479) 646-431F FOR 1- SM11H, AR 72917-7010 March 15, 2012 Subject: Rheem High Wind Resistant Frame Mounted Residential Unit Tie -Down Analysis 1 he Rheern unit identified below has been analyzed and are compliant with the latest currently adopted state building codes, International Building Codes and the American Society of Civil Engineers MillinIUM Design Loads for Buildings and Other Structures, The analysis considered an Exposure Category C and a Building Risk Category 11. The analysis determined the unit restraint and unit panel integrity of Rheem units installed according to Rheem recommended approach conform to the high wind anchoring and integrity requirements for buildings up to GO feet in height exposed to a 186 mile per hour 3 -second wind gust. The following models were included in this analysis: I3AJA 13PJA 13AJL 13PJL 13AJM 14A,JA 13AJN 14AJL 14AJM I L5P,..11„ 1 4 PJ L 16A..11„ 14PJM AND ANL APC APL APM ARA ARL ASL PNE PNL 000 PEJO PPL POL PRL Note: Rireem only assumes responsibility for the anchoring integrity of the unit to the mounting surface. Submitted by: .. / David Stephens, RE., Ph.D. FL Reg No. 61236 MO Reg No. 20140 1X Reg No. 107407 Rheem Manufacturing Attach, Installation Drawings— STA101901 Sheet I Rev X7 (1 Page) S TA101901 Sheet 2 Rev X1 (1 Page) Rheom VVKing Resident Pad Mount 03-15-12.doc Purr, 11,1,111-pMaLper, °FOR ANY CLIP LONGER 7003 10' U111 17.E (5)-612 SAE GRAME SHEET METAL SCREWS (PROVIDE 7, "/1 2-51N, 01-100 1-72171 SCREIVR 07 1 '1331: 10E 'OP OE J733'7(/) 13E141 • 0,10 1 UAL .34 Lo :10 rum 8283 \ 0,111 1311 3-73 SIFEL,131P, LIJ11 2.1 (33-9126046 GRADE 5 - 712 SHEET 3167513 SCREWS I 1310 11014, 7,15,1 AT TOP Or SLOT, 1-05, ANCHOR FROM 1" CLIP ANCHOR 11 701'140., • SCHEDULE, 011. CD41" CLIP ISOMETRIC DETAIL 5,7,5, 05114 6263 SUER, 171, 3',O 1 31 1 1 '1[1 101 HER DIMENSIONS 01111s75( - (31)-4/11527 .17,15117/5115111 '11 5 • 518555 94 TOP OF 1111 SLOT, TYP. A 0 HOLES, NOT ITO 711 ,31017291.1013,11F,0114,,,,, 1,)J I ,50 100101110 (111110(0 04:01/0, t 1/111121 ANCHORS FROM 2" - 1( 7<' 17114109 511110011, 11 0' ISOMETRIC 70 2" CLIP ISOMETRIC DETAIL 4 N.T.S. ISOMEIRIC 111 • - . . , - - . . . , . . • —3- 3 , a 0CE1,4 15 01' GRA3/114 009313110 TO ACT Al THE 1E011E110C CENTER OF THE MECHANICAL 1:1047,7 'l11l(7,151(11 UND MALI 73 5361/15E PECTRIIQULAR, L ;4013,3PL734331SHA'ES BMP UNIT STEEL T1E-DOWN 1 31 1-0 339 :113 1^. 3' 0-170 GYP. -(1., 17691- 7191E0E1 DEGIGN 001(711070 / - SEE 1)E-5('/ON 0(1l71/11004105--" (1, 7571 5 00.374301ER, 71071, ('4(1/7(1 H1118:11.9 '175 100< PE 01 10 1-1-13 9047- (OP AFOR 11,110105 PER (40' 15'7 DOUBLE CLIP OPTION: • (2)10TA_ CLIPS 7073 PE IQ 5D 3.7 EACH 15:13,15 E/1,0 EACH (37 CCP:131113 10730R 7ACFS, 3' FROM E(1ROFR 7432,170A1 07 (8) CLIPS RER 13,11 "DR THIS 11E74,0) 05,311 CUP SHALL 1101 -1 1 1-71 EFD 0" MAX ff1133ET 7P,371 1107, or HEEGANTEAT 50007 05 / 0E70,1101 757E10 2111000 SPACE CONCRETE 7-11:77137'CAO' F 1 o,..3 THAN 711E /1111173, ED SPACING LIS/ ED IN Th15.1°15-00W/0 ,574721/5 sucm'511S. SEE 5.4117.5 290 FOR 791/Ip110173K040T(cg. MECHANICAl UNIT 40 01)1(71, 71(17210711 - HOUSING UNITS SHALL BE 0063-1601(N. ALUMINUM 06155TV/11H 4174= 42 7.3.1, 0,12514114. 11-117.317E59, 01741 HOUSING UNITS StiALI BE 33054 MIN STE71, GRADE 33, 22,5111N (130,0(99"). 0 018" 171106 7283 STEEL CUP, TYP. EASE 1,1 11,17 S'I'LL BE FLUSH 101141 EASE OP El 17,1:0 SIACE PER4e11710, 70, (3)-912 SAE GRADE 5 011E1F HI tAL SCREWS THROUGH CUP. TO .31ECHA101C51 HOUSING LODI 61 OTHERS. PROVIDE (5) PINCHES MIN, 7557 716501 THREAD PLANE 4106ACH SMS, TRIP, 01713100 PER 531311,7 SIR ,,101175 SUBSTIRPTE 710, 1.1(1.010R 7 1 7: (4 j 5C5IE15LE (119IE5) l'TIE-DOWN CLIP ANCHOR DETAIL 14111101611A1 UNIT BY 0711117,0, ALLIMI11(/11- 1-1050150 UNITS 51101111$063.T6 01111. ALUMINUM SHEET 171111 119720 0.51, 0 125 ' E1121. 10110.1TNE17, S11EL 1131051E12 L74179 50011 BE 7 33072 1-110, 07711, 34013.6 33,c6,721:10029R19100)0 -77y. / 0.113' THICK 7,9111 4293 STEFE CL11, GYP. 110:04101,00.<711- /,:[,1'''.> ISE OF UNIT SHALL ESNE 07 11)7, 100 SPACE 5E0E1111E0, 77P. (001011 [CLIP IS 0E11101010 FOR FULL CONTACT 7,011.4 7101 RASE OF FACTI 1/ 40. 7E7. (0) 012 EAF 550100 5 SHE F1 0E7141 5011.16S 71(3171311 11 (17 mEcrin,orcm.. 00165I145 UNIT 97 0711555. PROVIDE (5) PII10-169 7<10- 1097THREAD PLANE (05 41501-1 5171, 1(7, 017..31. 'C; 7 4 (K , 2" TIE -DOWN CLIP ANCHOR DETAIL (2) 060CHDPS PER 40(1101 SC1E7E- _E SUBSTRATE PE R ANCHOR SCHEDULE (00 1)10) 1/0(811. C LtI,PE (1,51,(,),F,0:10,4_16 j°),, IFT77.1„,ppL.IL 7'07 10(0 71E 7,E.91 11F EACH NiERNATIONAL INC. CLIP CAPACITIES; AT GRADE & ROOF --TOP MOUNTED APPLICATIONS 15019 1:17<, 10710113, 31ECHAIIICAL UNIT / PER SEPARATE / CERTIF./104100,139P, , „-- 0(5<75700,0 L, 9,373 or '1 •111 SE.EFD1LE EDP, 0330(10 m07131114 Sr d, .. 7--- AREA 51:13 OESI01510'l„.... /, 711091191, 1017. 11 / a/ / 1 STEEL 11E-D01V11 CLIPS. 'rci-136( SEE DETAIL 1/46 2/4 161 `GEE) 411011105 70 TIE 001NN 4 0170'1-.IIFI 56 (00 '0 10(051-104 (1:'4, 107. ' 31(0 1 3°7 • ; ,0 4-4, ;NIG 3” IRE y (111(105(1)102/'TIP. 970\I10 7710191051/10 I AS 0.110146. 1','i 727 "'-'711 017011 E0301 END CF 1,776 6.7.7 MECHANICAL UNIT TIE -DOWN ISOMETRIC 19061FT111 !.100(pa:r, TIS 71001017I1 17I1711517(630:cil. FHE 15!17is PICALFOR EOTH 1"AND2" CLIP AERLICATIONA 2 ‚77015 F0R31 I • TIE -DOWN CLIP DIRECTIVE EXAMPLE " — , (THE 001100/NG F757172 7 ..1.15I141 (ST HE 11701E006E 19FG 10 77 07911)141701 1107114131 1110,74605E 02I743 71E06177 POP 7.00, GITEN 0E1 7A31E44.1017 THAI COI110173-1.3 10777 , I ... C:1 -1C71.9.1073 115-3311:1035 [10 100 7(1770, 171 9/'11i5 763 F05 -11-321017 4CHE71/159,1 17, , IIECHANICAL UNIT CRI7ERIA, C0113110443E1,15" 9117403f11Cf1A11 CE11744,13113o173711101:,0C111,5733- 30:81070(77;1,,,„,W„,,7.,,,0( 7 ,,,,,,1, ,C,,3, ,1,, , 2 ,, , ,, ,„!,,,,, F,, m, !„,,,„ ,ri:7_,, ,_, ,,!,,, 715919 5 PROCEE).URE, , ' — P60001/4101, STEP 1 I LOCATE T3EKfZii,Atit i1E-657,^.i 1,72531) 14 si40 ,118sto,COT!(..12p nPF. CR13131DER I 011(1 QIUV 2T --- 1-17111172:0537,13E 1735450 FAKE 7P33 or ofcCERNIC RI 17411 10 BE <((5101101'334610'10113 ,[' -1 --I- - - (HECK MAXIMUM UNIT 11E7941 079114111,A 1.10111 71151 T 11 15” WHICH 15 LESS THAN "1113E,17,5,17037 70150/8715 EI010-11111E ,i." -i- ! 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'7 2, NO 33-1/33/o 15016726 111 ALLO1NA5I E STRESS HAS 50512 !,050 IN THE DESIGN OF 71-39 7751E31, 3. DESIGN IS BASCO ON CLIENT PROVIDED PRODUCT AND DIP SHEETS FROM TEST REPORTS 114110/9203677,,, //TEL 01970387E3 BY TESTING 1001_134100/ LEBORATORIES, 101„ 100 111851)7/67)0105 51771071T AIRITIEN APER0VAt 90 TILIS 113010E17 71-34100 I-ER:71113D. 4, 7110017972 2(501710 p5590116415 10 QUALIFY 00101143 OF CLIPS AS LASTED 077110 ARE CEIERIEINEO THROUGH TESTING 111017 21'17 AND 41111037117 CHECEED FCR CONSISTE0C7 WITH FACH TEST PERFOR3110, 5. REQUIRED LA1ERAL AND/OR 11PLIfT DESIGN PRESSURES CA1CULAIED FOR ILSE WITH 11-119 SISTEM SHALL BE DE7E1.3110E0 RY OIFIERS ON A SITE-SPECIFIC BAG'S ACCCP,DANCE WITH THE 002E5510G CODE. 0, MAX:MIDI 30101311.134 DIMENSIONS AND MINIMUM 04913475 05 MECHANICAL 16111151471'. ONFORM TO SPECIFICATIONS 510010 0055/0, 67131(01:0010ICAL 51072 ''77"(7249 1114159 9(115, -01.1673E, ET(.) S061', BF Yos pER 116NEJEACI0RER 9110011.115 5511055 75 ARE TNE 5075159 RESPONSIBILITY (01 THE CONTRACTOR, /, FESTENEPS 50 BE 117 X 31,' OR 09( ATER EAE GRADE 551151,5590100 C.14 05170910105. 172720100 0411<605<) TO HEREIN 901011 BE MN Eia(18(70( BRAND, , 1.3.4 CAREON 77E1 LONLY, INSTALLED TO 3192 001 I310 1001011E, SEE ANCHOR SCHEDULE (39 15(7(05 REQUiRF.MENTS. 7,11 41500114575 511/71 174111 APPROPRIACE CORROSION PROTECIION TO PREVENT EIECIROINSIS. 111' 9, All STEEL CLIPS 014111 86 ASTI4 7253 STEEL (GRADE 0) 051171 33 55(1)931j 4. HP. ME SY951. 01514/811S 911411 4107:77(7115ATR010(71(77,1003700 1.47,0! • 0 47 31 74(11)11)0-414 '11,0 (75 2010 FOC 5E117(0615 2203,2 .755 2220. 599- 90T ED 1 FT'T [12,) 5795000.13 CE141 01 PAINT, EN01.10 OR OTHER APPEOVED 770741(7205 110 YRATING REWIRED FOB ALI. COAS7/10_ INSTAL LAN • CIIS, L'' Gt)f ALI. (0(119 711 SPECIFIED 010110 70 1007 PART Of THIS CPRTIEICATICKI. AS A MINIMUM, All COT(RECTE 90141) BE STRU071.1R01. 101115511 3110172, 191(67/10 N 141411 HAVE UMW:RI COMPRF-S01111 STRENGTH 05 3192 EST, UNLESS I00110 1_1__1 0. a. /T. -0 07(1101450, 10. ALL WOOD 441E19E95 SHALL BE CP FS1,011 07EATED SOOT RN 0(9.1431.9 PINE I--- TN' 1.7. 31 - ,!! 71,501, 82 'MO'( SPECIFIC GRAVITY 71 7-o 0,55 OR 071,111 D.77011 '01/. '/1(3/70, .100020 /10,110000/7I E10E(10 I7 637 (P0017 '(10 (1,9 0010-41(01 0111110410C.N1 PER !BC SECTION 1172. 11, HE CON7101709 IS RESPONSIBLE TO INELLA"E AI ITE1.16017. FROM 115010(105110,0151915 TO PREVENT ELECTROLYSIS, 1,E. 7111911317/I1 (ER REX. 2702.13.4. 12, 11.11131001. C.701.1109, 201(514 REQUIEM, 1001 DESIGOYD 0114917115051 OTHERS. 13, 775 000)771-10 005127 1915(1112 5 104101717 10 '7171-05151010 572410040197--; • I P 11010<190PS 961611 BE 007(1191<79 4111 (.01(5115 111510I2 875(54011:561050 15 1001 ,. .N (HIS CFR' 11 ICET1.0N, (6E1E7 RS 07 0,F ITESSL PP 11.:(0ED BF (1N, 1,1)7060 IONNL 1591111CATIONS 09 4(111 MATIONS 019 (1)115 3'51 111 14, THE SYSTEM GET AILED 111.REIN IS GINERIC AND OCES 140( 14106(55 1415 cDN11110N0 DE011.55 115 Elfol, 11( 409E0 ENGINEER OF 1(515411710 INFORMA71710 FOR A 3110100 SITE. PCIR SITE CONDITIONS DIFFERENT FROM 6 19 APCHITECT SHALL PREPARE EI(E 511(5111 0017:661E1001 FOR 1.115 0014111417111704 WITH 11115 00101)71111 19, WV. E9 -110l( 1,155 OF 50<51150 110for 111/950R91E 041711 141 0.11117111. RESPONSIEll 117 OF 1715 11591 1,11)1/5 117611740010. (097 576(09 011011. ENEITRE HAT 0`07 R11'21,,05 4170.1113 .GFEE0E, EGIG05 611691141'1 IS PESICIPFD AF (ER FAERICATION AND 125771.107(09 51 119010,196 10070.010 HEREIN, THIS ENGINEER SHAM. 1105 11 5E710N9II311 FOR 7E07 0701 E1E600E1NQ CR LEAKAGE ISSUES WHICH 900 0(5014 10 Vi01ER-T1501100109 0001... BE NE RAT RES7O7(31IBILIT3' OF 'ALE INSTALLING CONTRACTOR. Z EOCL E Z LILL 7/ 911 1)) t11, PWRIDA STATEWIDE APPROVAL c0E0033007K(91.01E(000719ci 11. -BMP -000 91.41.57 9 s. 151 EA988ESEETIE118Ni ,01 PROJECT #: LH -ML LOT: 0 0 0 z 3 0) 0 TJ 1-9 • r--) 0 cr 121 z (-) o I a„) 0 m co E • o CL F- 74) PARKLAND, F 0 "GEN ) or) >0 0 LL. N. 071, E 0 0 - 0 0) 0i - (4N 1 u,) ,C , 1— 0 ! ; 9191193KWEN991741119011411991*394941493219414**41.111,...11,01.441Wa- REV3:0M3 NO. DESC, DATE .,....9,9+.4.1111933.3333.933amom993373.333/9333333/41111MINE DRAWN BY: CHECKED BY: DATE: DL/GM CS 5 3 13 , o L191.• 1 1.1 1! , 0 1 Pt0 00.1. o THE DESIGN PLAN & SPECIE' CATIONS SUBMITTED HERE WITH 'ARE THE SOLE PROPERTY OF LINDSTROM AIR CONDITIONING INC. & ARE NOT TO BE REPR— o ODUCED WITHOUT THE WRITTEN PERMISSION. THESE DOCUMENTS ARE SPECIFICALLY SUBMITTED FOR THE EXCLUSIVE USE OF THE LINDSTROM AIR CONDITIONING I INC. IN 1E -IE CONSTRUCTION OF DESIGNED SYSTEMS. LINDSTROM A/C DESIGNS UNDER — F.S. 489 & F.S. 471 -I SHEAT TITLE: MECHANICAL PLAN SHEET NO.: SPEC J CEILING SUPPLY PLENUM AHU R/A THRU LOUVER DOOR —METAL STAND AHU MOUNTING DE FAIL SCALE: N.T.S. -am- 4" MIN AHU 4" MIN, 1 PROVIDE 4" MINIMUM CLEARANCE AROUND TI -IE PERIMETER OF ALL AIIU UNITS MIN. 4" CON( RE1 E SLAB 4 -CLIPS WITH I EAC LI- I, 4" X I -3,4" TA PCON TN SLAB & 2 EACH-3/16"XIS" INTO CT 1 CABINET SLAB (//,) F F OF 11011SE "10 COMPLY WITII F.B.C. 2010 CU MOUNTING DETAIL EXHAUST FAN SCHEDULE #1 696-50 CFM w/3" T-FIN-V.T.O. DUCTWORK - FLEXIBLE R FACTOR -6 NOTE: DUCTWORK TRUNK LINE AND DROP LOCATIONS MAY VARY FROM PLAN DUE TO TRUSS CONFIGURATIONS SCALE: N.T.S. NOTE: MASTER SUITE 12"X8" 235 CFM 10"X6" 76 CFM MASTER 6"0 BATH 8"X4'\ 5H! 5 -0 t / . .__. CFM 1 R/A THRU LOUVER / —DOOR 1 I i; -- W.I.C. 14"X14" RH 12"0 FLEX TO 1ST FLCOR 4"0 E 8'X" 5C oF\44 '1 E ' H ,— ,•' 4" D, ER V.T.O. 3,0 GA GE GALV. PIPE (2)14"X6" RH 6"0 1 I , 10"X6" 123 CFM (2)1 4"X" \RH 11 BEDROOM 10"X6" 102 CFM BEDROOM SECOND FLOOR MECHANICAL PLAN SCALE: 1/4"= 1'--O" 1. REFRIGERANT LINES w/1/2" T -CELL INSULATION THRU ATTIC SECURED TO WALL w/ 4X4 26 GUAGE LINE CHASE 2. USE 3/4" SCH 40 PVC FOR CONDENSATE DRAINS. CONDENSATE DRAIN OUTLETS TO BE MINIMUM 12" OFF SLAB 3. AUXILLARY FLOAT SWITCHES ON AHU'S CU CONDENSATE DRAIN 11 TO EXTERIOR 11 & REF. LINES II TO CU 11.L: 11 11 7"0 !! 11 KITCHEN 10"X6" 160 CFM 7"0 10"Xl 0" 138 CFM LIVING ROOM I IP GREAT ROOM 10"X10" 220 CFM 4"0 4"0 12'10 FLEX FROM 2ND FLOOR I 8"X4" 21 CFM 11 1 ' --c 8' X4" • 10 CFM POWDER -ROOM GARAGE 1-1 1,OOR MECHANICAL P1 AN SCALE: 1/4"---- 1'-0" SYSTEM "A" EXTERIOR BRAND - RHEEM / RUUD - 3.0 TON COND. UNIT CU A/H UNIT AHU MODEL # 14AJM36A01 MODEL # *HLL-HM3821JA DIMENSIONS - H X VV X D 35.0" X 31-5/8" X 31-5/8" DIMENSIONS -HXWXD 50-1/2"X 21.0"-21-11/16" MCA 22 MCA 55 MAX FUSE (AMPS) 35 MAX FUSE (AMPS) 60 REF. LINE SIZE- (IN.) SUCTION 3/4 HEAT STRIP (KW) 10 REF. LINE SIZE- (IN.) O.D. LIQUID 3/8 SEER - 16.0 SENSIBLE BTU'S - 28,400 LATENT BTU'S - 8,600 TOTAL BTU'S - 37,000 *R = RHEEM *U = RUUD I PROJECT #: LH -A EXT -ML LOT: 1 0 o REVISIONS NO. DESC. DATE I 41,A1,-,1,111.11,1 DRAWN BY: DL/GM CHECKED BY: CS DATE: 3 29 13 WIN141 II i ii ,h A Va 1 THE DESIGN PLAN (Sc SPECIFI— CATIONS SUBMITTED HERE WITH ARE THE SOLE PROPERTY OF i LINDSTROM AIR CONDITIONING I INC. (Sc ARE NOT TO BE REPR- 1 ODUCED WITHOUT THE WRITTEN PERMISSION, 1 THESE DOCUMENTS ARE ISPECIFICALLY SUBMITTED FOR THE EXCLUSIVE USE OF THE 1 LINDSTROM AIR CONDITIONING INC. IN THE CONSTRUCTION OF 1 DESIGNED SYSTEMS. J LINDSTROM A/C DESIGNS UNDER — F.S. 489 & F.S. 471 SHEET TITLE: 1 MECHANICAL PLAN 1 SHEET NO,: M CEILING 1 SUPPLY 1 PLENUM . . . . .. . • AHU R/A THRU LOUVER DOOR METAL STAND AHU MOUNTING DgfAIL SCALE: N. T. S. 4" MIN AHU 4" ?AIN PROVIDE 4" MINIMUM CLEARANCE AROI.JND THE PERIMETER OF ALL AHU UNITS NEN 4" CONCRETE SLAB 4 -cups PACH-1 /4"X I -3,4" TAI'CON IN SLAB & 2 }/A( 11-3/1 • INTO CU CABINET SCAB (ii)0'.-0" F F OF HOUSE TO COMPLY WITH F.13.C,. 2010 CU MOUN fING DFLAIL EXHAUST FAN SCHEDULE #1 696-50 CFM w/3" DUCTWORK - FLEXIBLE R -FACTOR -6 NOTE: DUCTWORK TRUNK LINE AND DROP LOCATIONS MAY VARY FROM PLAN DUE TO TRUSS CONFIGURATIONS 1 1 SCALE: N. T. S. MASTER SUITE 12" X8" 183 CFM 8"0 F" 12"0 BEDROOM OPT. MASTER RETREAT (2)14" •11 RH REMOVE 14"X6" WITH RETREAT OPTION 10"X6" 105 CFM 8"X4" 2 I CFM 11 .‘"X14"1 W.I.C. RH\vr 8"X4' 3 CFy 4"0 8"X4" 23 CF MASTER BATH 7 !, 4"0 4" DRYER V.T.O. 301. GAUGE GALV. PIPE 8"X4" 150; CFM X4"/ ! CFM BATH 10"X6" 75 CFM BEDROOM (2)14:' RH// 4"0 8"x4" 23CFN/ W.I.C. (2)14"X6" RH 10"X6" 87 CFM BEDROOM r: SECOND - SECOND FLOOR MECHANICAL P AN SCALE: 1 /4" = 1'—O" NOTE: 1. REFRIGERANT LINES w/1/2" T -CELL INSULATION THRU ATTIC SECURED TO WALL w/ 4X4 26 GUAGE LINE CHASE 2. USE 3/4" SOH 40 PVC FOR CONDENSATE DRAINS. CONDENSATE DRAIN OUTLETS TO BE MINIMUM 12" OFF SLAB 3. AUXILLARY FLOAT SWITCHES ON AHU'S CU CONDENSATE DRAIN TO EXTERIOR & REF. LINES TO CU FAMILY li 10"X10" 178 CFM 12"0 FLEX FROM 2ND FLOOR 8"0 LIVING ROOM 4"0 8"X4" 21 CFM 10"X6" 100 CFM DINING 10" X10" 140 CFM 7"o I KITCHEN .1-111.r 6"0 {Fr 8"XLI; 4"0 6\A 11 GARAGE FIRST FLOOR MECHANICAL PLAN SCALE: 1 /4"= 1'—O" COND. UNIT MODEL # DIMENSIONS - H X VV X D MCA MAX FUSE (AMPS) REF. LINE SIZE- (IN.) SUCTION REF. LINE SIZE- (IN.) 0.D, LIQUID SEER - 16.0 SENSIBLE BTU'S 20,400 LATENT BTU'S - 7,200 TOTAL BTU'S - 27,600 * R = RHEEM * U = RUUD SYSTEM "C" INTERIOR BRAND - RHEEM/RUUD - 2.5 TON A/H UNIT MODEL # DIMENSIONS - H X VV X D MCA MAX FUSE (AMPS) HEAT STRIP (KW) Cu 14AJM30A01 27-3/8" X 31-5/8" X 31-5/8" 18 25 3/4 3/8 AHU *HLL-HM3617JA 42-1/2" X17-1/2" X21-11/16" 41 45 7 PROJECT #: LH—C INT—ML LOT: 0 H 11 4-1 0 0 0 TOWN PARC @ MI u. 41w.m,,,M6.141,11M,gIL 1 O41,AuMati.1.14.lLLWLLJdSM14' 0 w LO o UJ LA (..) ZZ o 7-- _J ,, I I IIIMMIIIM1111,,1111 I 11 I, • E IT) (0 0 0 o (01 o i L.) 0 E • 2 I'm cn ,cp 0 ;Ts_ rt c/3 Lo, co Ei 10 o T.) 0 V)Q..}—LL 3 REVISIONS 111 IlIILILk4 1\0. DESC, DATE Au40114,10,1,11,, .44,141,10i1.14,41., 11 DRAWN BY: CHECKED BY: DATE: DL/GM CS 3-29-13 INdli ;1 I 1.,i1.401,440hu.o. „ 1 HI I, Ilitill.IMAYX1 I 41,14101111•00.1, I II, 11.11.111134 THE DESIGN PLAN & SPECIFI- CATIONS SUBMITTED HERE WITH ARE THE SOLE PROPERTY OF LINDSTROM AIR CONDITIONING INC. & ARE NOT TO BE REPR- ODUCED WITHOUT THE WRITTEN PERMISSION. THESE DOCUMENTS ARE SPECIFICALLY SUBMITTED FOR THE EXCLUSIVE USE OF THE LINDSTROM AIR CONDITIONING INC. IN THE CONSTRUCTION OF DESIGNED SYSTEMS. LINDSTROM A/C DESIGNS UNDER - F.S. 489 & F.S. 471 SHEET TITLE: MECHANICAL PLAN SHEET NO.: M CEILING SUPPLY PLENUM AHU R/A THRU LOUVER DOOR METAL STAND AHU MOUNTING DETAI PRNIMIlitafflff OR4P4M4244410 SCALE: N.T.S. 4" MIN PROVIDE 4" MINIMUM CLEARANCE AROUND THE PERIMETER OF ALL A}IU UNITS MIN 4" CONCRETE ST A 4 -CLIPS WI FIT 1 FACTE1/4"X1-3,4" TAPCON IN SEAR 2 FACIE3/16"X3, 8" IMO CU CABINET SLAB (i: -)c, F.F. OF HOUSE TO COMPLY WITI-I I F.B.C. 2010 CU MOUNTING DF,TAIL EXHAUST FAN SCHEDULE #1 696-50 CFM w/3" T-FIN-V,T.O. DUCTWORK - FLEXIBLE R -FACTOR -6 NOTE: DUCTWORK TRUNK LINE AND DROP LOCATIONS MAY VARY FROM PLAN DUE TO TRUSS CONFIGURATIONS SCALE: N. T.S. NOTE: MASTER SUITE 12"X8" 223 CFM 8"0 r 4"0/ BATH 12"0 t 14"X14" RH FLEX 1 TO 1ST FLOOR 4" D, ER V.T.O. 3,0 GA GE GALV. PIPE 4 10"X6" 115 CFM BEDROOM 12"0 10"X6" 76 CFM MASTER 6"0 BATH 8"X4" 10 CFM W.I.C. (2)14"X6" RH 6"0 4 8"X4" 50 CFM \ (2)14 RH SECON 10"X6" 111 CFM BEDROOM D FLOOR MECHANICAL PLAN SCALE: 1 /4 1'—O" 1. REFRIGERANT LINES w/1/2" T -CELL INSULATION THRU ATTIC SECURED TO WALL w/ 4X4 26 GUAGE LINE CHASE 2. USE 3/4" SCH 40 PVC FOR CONDENSATE DRAINS. CONDENSATE DRAIN OUTLETS TO BE MINIMUM 12" OFF SLAB 3, AUXILLARY FLOAT SWITCHES ON AHU'S Cu CONDENSATE DRAIN TO EXTERIOR & REF. LINES TO CU KITCHEN 10"X6" 125 CFM ' 0, 1 "X10" 100 CFM 7"0 LIVING ROOM 4"0 12"0 FLEX FROM 2ND FLOOR 8"0 GREAT ROOM 10"X10" 150 CFM 4"0 GARAGE 8'X4" 10 CFM POWDER ". ROOM ri FIRST FLOOR MECHANICAL 1)I.JAN SCALE: 1 /4"= 1'---O" COND. UNIT MODEL # DIMENSIONS -HXWXD MCA MAX FUSE (AMPS) REF. LINE SIZE- (IN.) SUCTION REF. LINE SIZE- (IN.) 0.D. LIQUID SEER - 16.0 SENSIBLE BTU'S - 20,400 LATENT BTU'S - 7,200 TOTAL BTU'S - 27,600 R = RHEEM * U = RUUD SYSTEM "A" INTERIOR BRAND - RHEEM/RUUD - 2.5 TON A/H UNIT AHU MODEL # *HLL-HM3617JA DIMENSIONS - H X VV X D 42-1/2" X17-1/2" X21-11/16" CU 14AJM30A01 27-3/8" X 31-5/8" X 31-5/8" 18 25 3/4 3/8 MCA 41 MAX FUSE (AMPS) 145 HEAT STRIP (KW) 7 PROJECT #: LH -A INT -ML LOT: F-4 0 TOWN PARC © M io41.94,4144W411.444414444.1.14, 144, 414 4 a REV 0) (0 0 v) v) N cn , co cr • co o 0 _a C.)0 < -1- -6 0cn E CN ,st. 2 ro m o o-_'- 0 g d") 00 E Lc) o o< LI_ 3(3 SIONS NO. WSC, DATE DRAWN BY: CHECKED BY: DATE: DL/GM CS 3 29 13 THE DESIGN PLAN & SPECIFI- CATIONS SUBMITTED HERE WITH ARE THE SOLE PROPERTY OF LINDSTROM AIR CONDITIONING INC. & ARE NOT TO BE REPR- ODUCED WITHOUT THE WRITTEN PERMISSION. THESE DOCUMENTS ARE SPECIFICALLY SUBMITTED FOR 1 THE EXCLUSIVE USE OF THE LINDSTROM AIR CONDITIONING INC. IN THE CONSTRUCTION OF DESIGNED SYSTEMS. LINDSTROM A/C DESIGNS UNDER - F.S. 489 & F.S. 471 SHEET TITLE: 1, MECHANICAL PLAN SHEET NO.: M1 CEILING SUPPLY PLENUM AHU R/A THRU LOUVER DOOR METAL STAND AHU MOUNTING DETAIL SCAL 4" NIIN 4" MIN PROVIDE 4" MINIMI.JM CLEARANCE AROUND THE PERIMETER OF ALL AHU UNITS MIN 4" CONCREI 11 SLAB 4 -CLIPS Will I 1 EAC I- I /4"Xl -.3/4" TAPCON IN SLAB 2 FACI-L-3/16"X3/8" INTO CU CABINET SLAB FF OF MINE TO COMPLY WIT[ --I F.B.C. 2010 CU MOUNTING DETAIL EXHAUST FAN SCHEDULE #1 696-50 CFM w/3" T-FIN-V.T.O. DUCTWORK - FLEXIBLE R -FACTOR - 6 NOTE: DUCTWORK TRUNK LINE AND DROP LOCATIONS MAY VARY FROM PLAN DUE TO TRUSS CONFIGURATIONS -1: N.TS. SCALE: N.T.S. NOTE: 8"X 4' 2 4"0 CFM MASTER SUITE 12"X8" 223 CFM (2)14"X6" 744,„ BEDROOM 8"0 12" W.I.C. 14"X RH 12"0 FLEX I I TO I 1ST FLOOR 12"0 10"X6" 115 CFM 6"0 9 8"X4" 3 BATH CFM 4"0 R/A THRU DOOR OUVER 9"0 4" DYER V.T.O. 30 G' GE GALV. 8"X4" 50 CFM MASTER BAT -I 4' 0 6"0 10"X6" 95 CFM BEDROOM -- \ (2)14"Xb RH H (2)14" RH 8"X44 5 CFM BAT 6"0 10"X6" 99 CFM BEDROOM CU 011 G*, -.7.77. 11 KITCHEN CONDENSATE DRAIN TO EXTERIOR & REF. LINES \\ TO CU 10"X6" 125 CFM LIVING ROOM 8"X4" 21 CFM 10"X10" 100 I CFM 7"0 4"0 , 4"0 / i 1 ? POWDER / / i i CFM ROOM ,... :ii.'.........._ _1,1" 1 8"0 12"0 FLEX FROM 2ND FLOOR 10"X10" 140 CFM GREAT ROOM GARAGE SECOND FLOOR MECHANICAL PLAN FIRST FLOOR M EHANICAL PLAN SCALE: 1 /4"= 0" 1. REFRIGERANT LINES w/1/2" T -CELL INSULATION THRU ATTIC SECURED TO WALL w/ 4X4 26 GUAGE LINE CHASE 2. USE 3/4" SCH 40 PVC FOR CONDENSATE DRAINS. CONDENSATE DRAIN OUTLETS TO BE MINIMUM 12" OFF SLAB 3. AUXILLARY FLOAT SWITCHES ON AHU'S COND. UNIT MODEL # DIMENSIONS -HXWXD MCA MAX FUSE (AMPS) REF. LINE SIZE- (IN.) SUCTION REF. LINE SIZE- (IN.) O.D. LIQUID SEER - 16.0 SENSIBLE BTU'S - 20,400 LATENT BTU'S - 7,200 TOTAL BTU'S - 27,600 R = RHEEM *U = RUUD SCALE: 1/4"= 1'--0" SYSTEM "B" INTERIOR BRAND - RHEEM/RUUD - 2.5 TON A/H UNIT MODEL # DIMENSIONS -HXWXD MCA MAX FUSE (AMPS) HEAT STRIP (KW) cu 14AJM30A01 27-3/8" X 31-5/8" X 31-5/8" 18 25 3/4 3/8 AHU *HLL-HM3617JA 42-1/2" X17-1/2" X21-11/16" 41 45 7 PROJECT #: LH B ML LOT: cf) 0 0 o - 0 TOWN PARC @ MU.44.0M.,.1141. ; PARKLAND, REVISIO \IS NO. DESC. DATE 111.10111 .411,;.1111,111.14.1411011,110404Maa: DRAWN BY: CHECKED BY: DATE: DL/GM CS 3 29 13 .1V1.4111I ; I 1.1c IMAIN111141.AUIOWY111,..111.4.14111“1161., ; THE DESIGN PLAN & SPECIFI— CATIONS SUBMITTED HERE WITH ARE THE SOLE PROPERTY OF LINDSTROM AIR CONDITIONING INC. & ARE NOT TO BE REPR— ODUCED WITHOUT THE WRITTEN PERMISSION. THESE DOCUMENTS ARE SPECIFICALLY SUBMITTED FOR THE EXCLUSIVE USE OF THE LINDSTROM AIR CONDITIONING INC. IN THE CONSTRUCTION OF DESIGNED SYSTEMS. LINDSTROM A/C DESIGNS UNDER — F.S. 489 & F.S. 471 11.1...0•11M1.4W1.144; SHEET TITLE: MECHANICAL PLAN SHEET NO.: M-1 CEILING SUPPLY PLENUM AHU R/A THRU LOUVER DOOR METAL STAND AHU MOUN11NG DF,TAI SCALE: N.T.S. 4" MIN PROVIDE 4" MINIMUM CLEARANCE AROUND THE PERIMETER OF ALL A1-111 UNITS 4" C()NCRELE SLAT3 4 -CL IPS WITH I EACT /4"X 1 -3.4" TAPCON IN SLAB & 2 FACT I -3/16"X3, 8" INTO CIL CABTNET SLAB (T -O" F.F. OF HOUSE' TO COMPLY WITH F.H.C. 2010 CU MOUNTING DETAIL SCALE: N.T.S. EXHAUST FAN SCHEDULE #1 696-50 CFM w/3" DUCTWORK - FLEXIBLE R -FACTOR -6 NOTE: DUCTWORK TRUNK LINE AND DROP LOCATIONS MAY VARY FROM PLAN DUE TO TRUSS CONFIGURATIONS NOTE: t T1 MASTER SUITE 12"X8" 240 CFM MASTER BATH 1120 FLEX W.I.C. 8"X4" 33 CFM ‘,50 CM 14»� R/A THRU LOUVER TO 1ST FLOOR ,DOOR , 4" DRYER V.T.O. GAUGE GALV. PIPE 9"0 10"X6" 125 CFM 6" (2)14"X6" RH BEDROOM (2)1"X6's. A,R \/1\/ \/11 6" 10"X6" 96 CFM BEDROOM SECOND FLOOR NIF,CHANICAL PLAN SCALE: 1/4"— 1' 1. REFRIGERANT LINES w/1/2" T -CELL INSULATION THRU ATTIC SECURED TO WALL w/ 4X4 26 GUAGE LINE CHASE 2. USE 3/4" SCH 40 PVC FOR CONDENSATE DRAINS. CONDENSATE DRAIN OUTLETS TO BE MINIMUM 12" OFF SLAB 3. AUXILLARY FLOAT SWITCHES ON AHU'S CU CONDENSATE DRAIN , TO EXTERIOR & REF. LINES , TO CU 10"X6" 160 CFM H \\ 7"� 10"X10" 100 CFM 12"0 FLEX FROM 2ND FLOOR 4"95 ri c 10"X10" 229 CFM GREAT ROOM GARAGE FIRST FI,OOR MECHANICAL PLAN SCALE: 1/4"= 1' COND. UNIT MODEL # DIMENSIONS - HX VV X D MCA MAX FUSE (AMPS) REF. LINE SIZE- (IN.) SUCTION REF. LINE SIZE- (IN.) 0.D. LIQUID SEER 16.0 SENSIBLE BTU'S - 28,400 LATENT BTU'S - 8,600 TOTAL BTU'S - 37,000 * R =RHEEM U = RUUD SYSTEM "D" EXTERIOR BRAND - RHEEM / RUUD - 3.0 TON A/H UNIT MODEL # DIMENSIONS - H X VV X D MCA MAX FUSE (AMPS) HEAT STRIP (KW) Cu 14AJM36A01 35.0" X 31-5/8" X 31-5/8" 22 35 3/4 3/8 AHU *HLL-HM3821JA 50-1/2"X 21.0-21-11/16" 55 60 10 PROJECT #: LH -D -ML LOT: 4 "ID" MODEL EX' 0 TOWN PARC © MIRAI PARKLAND aa**MIAMWANA REM NO. DESC. 0-) o ro a rq (0 LL (0„4CO - a a- 0 < 0° N 01 EO " Q.) (NI CO CNI (f) 11) 0 2E1 '6 0 E 116 L.,`2 IONS DATE imabmimmiamommwmpAAAAAAuw,A.,,,11,A.ammkamd....11 DRAWN BY: CHECKED BY: I DATE: DL/GM CS 3-29-13 THE DESIGN PLAN & SPECIFI— CATIONS SUBMITTED HERE WITH ARE THE SOLE PROPERTY OF LINDSTROM AIR CONDITIONING INC. & ARE NOT TO BE REPR- 1 ODUCED WITHOUT THE WRITTEN I PERMISSION. THESE DOCUMENTS ARE SPECIFICALLY SUBMITTED FOR 1 THE EXCLUSIVE USE OF THE I LINDSTROM AIR CONDITIONING INC. IN THE CONSTRUCTION OF DESIGNED SYSTEMS. LINDSTROM A/C DESIGNS UNDER — F.S. 489 & F.S. 471 SHEET TITLE: I MECHANICAL PLAN 1 SHEET NO.: M-1 FILLED CELL CMU WALL OR COLUMN (SEE STRUCTURAL DWGS,) REFER TO MANUF. PRODUCT APPROVAL REO. FROM MIAMI-DADE COUNTY FOR ATTACHMENT OF BUCK: - ----STUCCO GALV, STEEL TRACK BRACKETS FASTENED -------- TO WOOD JAMB W/ 3/16"XI-1/4" LAG SCREWS (4 JAMB DETAIL (GARAGE DOOR) KITCHEN COUNTER SECTION - SEALANT WEATHER STRIP MOULDING ,ALL AROUND ay DOOR MANUF.) „----- OVERHEAD DOOR BY OTHERS. GALV. STEEL VERTICAL TRACK BY MANUF. FASTENED TO TRACK BRACKETS W/ 1/4"-20XI/2" CARRIAGE BOLTS AND LOCK NUTS, PROVIDE M11... BRACKET SUPPORT AS NEEDED - REFER TO MANUF, STONE VENEER ON MORTAR SETTING - BED OVER 1./ATERPROOF MErvIBRANE-PROVIDE CLEAR SEAL OVER STONE AND JOINT -WATERPROOF MEMBRANE -CMU HOW. SUPPORTS, REFER TO STRUCT. ----REINFORCED CMU/CONC. VVALL MORTAR JOINT f MAX. -N,N (STANDARD JOINT RAKED) SELF FLASHING CONT. ANGLE: SECURED' ATTACHED TO WALL REINFORCED SIDEWALKS --- (WI-ERE APPLICABLE) \SIDEWALK OR FINISH GRADE x r 4 ; .-INTERIOR FINISH RETER TO WALL TYPE €, FINISH SCHEDULE -Pl. \ND BLOCKING -PT. WD BASE- PAINT AND CAULK THROUGH OUT -FINISH FLOOR -7-EXPANSION JOINT:: y\!/ FILLER I , 1 CLEAN FILL SCALE 3' = I -Cr (2) STONE VENIER WALL DETAIL I I/2" MICA COUNTER TOP 0 42" 3-5/8" MTL, STUDS 0 16" O.C. W/ 1/2" GYP. D. EA, SIDE TOP 0 40" O.C. --- • TYP, WOOD E3ASE IX3 RT. BUCK SET IN SEALANT AND NAILED - CONC. OR MASONRY --DRYWALL BOARD CAULKING ALUMINUM FRAME FASTEN TO BUCK AS PER MANUF. PRODUCT APPROVAL REO. FROM MIAMI-DADE COUNTY. --PERIM.ETER SEALANT STUCCO FINISH HEAD DETAIL (WINDOW) ALUMINUM FRAME FASTEN TO BUCK AS PER MANUF, PRODUCT APPROVAL REQ. FROM MIAMI-DADE COUNTY. ---- PERIMETER SEALANT ----- STUCCO FINISH CONC. OR MASONRY IX3 P,T, BUCK SET IN SEALANT AND NAILED DRYWALL BOARD CAULKING (11) JAMB DETAIL (WINDOW) NTS. N.T.S. ILL BATT INSULATION --- (TYPICAL) HATCH LID PUSHES UP AND OVER FOR ACCE--3S3 1 --- EXTERIOR DOOR FRAME FOAM FILLER ROOF 'TRUSS E3OTTOM \ , , / , , ') • `,, / 1 / / \/ \ ) -- LOOSE -FILL A INSULATION FOAM AIR SEAL ---z GASKET —1/2" DRYWALL/MDF/AC PLYWOOD WITH RIGID FOAM/BATT INSULATION LAYERED E GLUED (MATCH R -VALUE OF CEILING INSULATION) ATTIC ACCESS SECTION ---- -ALUMINUM FRAME SECURE FRAME TO SILL WITH SILICONE -- -CAULKING -- PRECAST OR POURED SLL PERIMETER SEALANT DETAIL (WINDOW) 7 STUCCO FINISH PERIMETER CAULKING CONC, OR MASONRY IX4 P.T. BUCK SET IN SEALANT AND NAILED — DRYWALL BOARD CAULKING --DOOR FRAME. FASTEN TO BUCK AS PER MAINUF, PRODUCT APPROVAL REQ, FROM MIAMI-DADE COUNTY., NTS. (12) JAMB/HEAD DETAIL (S.W.) N.T.S. — GYPSUM BOARD CEILING FURQING STUDS 016" O.C. ---- DECOR, TRIM MOULDING FINISHED CEILING - SEE TYP, WALL SECTION METAL TRACKS, TOP BOTTOM 25 GAUGE CHANNEL SHAPED STUDS 24" O.C. W/ FULL LENGTH LAYER OF 1/2" TYPE GYPSUM WALLBOARD ATTACHED TO EACH SIDE 12" 0.0. CONCRE"I‘E FLOOR SLAE3 TYPICAL INT ERIOR PARTITION ELEVATION NOTE: PROVIDE IX6 WD. BACKING FOR ALL SHOWER PANS. NOTE 25 GAUGE CHANNEL SHAPED STUDS 16" U.C. THROUGHOUT THE KITCHEN, GARAGEF:: AND BATHROOM. SCALE: 3/4" = 2X6 HORIZONTAL WOOD MEMBER AT TOP OF WALL CABINET AT WALL HUNG PLUMBING FIXTURES, CONTRACTOR SHALL COORDINATE HEIGHT WITH CABINET MANUFACTURER, (3) I • SELF TAPPING SCREWS DOUBLE 3 i" METAL -- STUDS 0 24" O.C. OR SINGLE 20 GLJAGE. 1 i"SELP TAPPING ---- LAN A MINIMUM 2X6 HORIZONTAL WOOD MEMBER SECURELY FASTENED TO NOT LESS THAN TWO SUCH STUDS, SHALL BE INSTALLED FOR THE ATTACHMENT OF EACH WALL HUNG PLUMBING FIXTURE AND WALL CABINET. FOR BLOCKING IN WOOD WALL USE (3) 16D NAILS E.E. FOR BLOCKING AT CMU WALL USE IX4 P.T. SHOT TO WALL WITH 4-1ILTI XDNI'S AT 6" 0/C. BLOCKING DETAIL / WALL HUNG \---/ CABINETS OR PLUMBING FIXTURES CONC., OR MASONRY 2X4 P.T. BUCK SET IN SEALANT FASTEN AS PER MANUF. PRODUCT APPROVAL REO. FROM MIAMI -DADE COUNTY. —DOOR TRIM ----DOOR FRAME FASTEN TO BUCK IN/ PER MFR. PRODUCT APPROVAL DOOR TRIM -PERIMETER CAULKING STUCCO FINISH (9) HEAD/JAMB DETAIL (DOOR) SILL DETAIL (S.G.D.) --DOOR FRAME FASTEN TO SILL AS PER MANUF. PRODUCT APPROVAL REQ, FROM MIAMI-DADE COUNTY. FLOOR COVERING -GROUT BED CONCRETE SLAB N.T.S, N.T.S. N.T.S. DOOR THRESHOLD SET IN BED OF CAULK E FASTENED TO SILL W/ 48 X 11/2" SCREWS 0 18' 0/0 PERIMETER CAULKING - FLOOR COVERING - — LL DETAIL (DOOR) CONC. FLOOR SLAB PERIMETER SEALANT STUCCO FINISH - 8" CMU WALL OR PARTITION TILE ON TYPE I ORGANIC ADHESIVE OR DURLOCK LATEX FORTIFIED MORTAR ON DLJROCK CEMENT E3OARD ON FURRING STRIPS OR STUDS AT 16' 0.0. OP EQUAL. ---HORIZONTAL SUPORT AT DUROCK: EDGES --TILE ON THIN SET ON METAL LATH W/ LEVELING COAT OF CEMENT PLASTER --SEALANT - ----- MORTAR, SLOPE FROM 1" 0 PERIMETER TO 0" 0 DRAIN CAST -IN-PLACE, PRECAST --- CONCRETE CURB OR 2X F.T. WOOD • --60 MIL MIN. REINFORCED PLASTIC SHOWER PAN -- CONCRETE SLAB OR WOOD ---- FLOOR SYSTEM (SEE STRUCT. DVVGS.) HOWER PAN DETAIL WITH CURB N ROTES WINDOW BUCK DETAILS - GARAGE QA_DETAIL REFER TO STRUCTURAL DETAILS/ MANUF, NOA FOR ATTACHEMENT DETAILS. CONTRACTOR SHALL PROVIDE ADDITIONAL DETAILS AND CALCULATIONS AS NEEDED. AT SHEET A -I.0 REFER TO WINDOW NOTE *24 AND ALSO REFER TO NOTE 425 REGARDING F.E3,C, ( H,V,H2). v .H\11\1 •`• • • DRAFTSTOP AT FLOOR /CEILING ASSEMBLIES TO LIMIT AREAS TO 1,000 SO.FT, MAX. AS PER F.B.C. R4409.7,31,1 DRAFTSTOP SHALL E3E INSTALLED PARALLEL TO FLOOR FRAMING MEMBERS, AND SHALL BE 3/8" TYPE X GYPSUM BOARD ATTACHED TO TOP AND BOTTOM CORDS OF TRUSSES - BEARING WALL OR E3EAM DRAFTSTOPPING PARALLEL N.T.S. ORWILARCHFECTS 4210 LAGUNA Si: CORAL GABLES Ft 3'3146 LIC.N10, AA- C0021 5 1 1.305.448,7383 Pp° JEC11: A r 1 P. 1 A G OWNER: PHASE REVISIONS SEAL. LEN \JAR HOMLS LLJ 0 !,1 I HIS DRA1VNGS 11-11i PROPERTY OF CORM. ARCHIEC IS NC UNLESS OTHER W SE PI-OVIDED FCR BY CONTRACT CHB CONTENTS OF THIS DPAWINGS ARE CONEFDENTIAL AND SHALL NOF BE TRA,NSMITIED 10 ANY 07HL-1,3 PARTY [:XCLPI AS AGREED 1013Y THE: ARCHITECT/ ENCINFERS. ,10, R B 1.! S1-11_1_11 N11.,),ABER.: A-8.0 1/13/2012 2012-01 A0/00 A 'i (2 2012-01 05-00-1'2 SHEET METAL CONT, FLASHING ANCHORED TO CONC, SEAM WITH =8 1 -1E -X -HEAD GALV. SELF DRILLING CONC. ANCHORS 0 12" 0.C. STAGGERED. CEMENT ROOF "FILE OVER 9013 FELT HOT MOPPED ON 30tt FELT TIN TAGGED TO 19/32" FIRE RETARDANT TREATED PLYWOOD SHEATHING TO 4'-0" MIN. ON EACH SIDE OF PARTY WALL, AS PER P517.22.2 FBC. -- FILL WITH ROOF MASTIC GEMENT 2X6 NAILER W/4" DIAM TAPCONS X 3: LG AT 8" 0.0. (TYF>.) SEE STRUCTURAL DRAWINGS. L. VARIES TOP OF RAKED CAF' ANSI/UL. 263, DESIGN NO. U905. PROVIDE RINKER T-014 BLOCK FROM TOP OF BOND BEAM TO BOTTOM OF RAKED CAP. NOTE, CORRIDOR PARTITIONS, SMOKETOP PARTITIONS, HORIZONTAL EXIT PARTITIONS, EXIT ENCLOUSURES, AND FRE RATED WALLS REQUIRED TO HAVE PROTECTED OPENINGS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS. EL. + 10R8 1/2" TOP OF 2ND LEVEL FIN, FLOOR (GYPCRETE) EL. + ORO" TOP OF FIN. FLOOR AT GROUND LEVEL PROVIDE 30LB ROOFING FELT lJNDER PLYWOOD IN CONTACT WITH CONCRETE 8" X 12" CONCRETE RAKED BEAM CAP, SEE STRUCTURAL_ DRAWINGS 2X6 PT. WD. LEDGER, TYP. EACH SIDE OF RAKED CAP, SEE STRUCTURAL DVVGS, PRE-ENGINEERED WOOD ROOF TRUSSES o 24" 0.0. MAX. (SUBMIT SHOP DRAWINGS FOP APPROVAL.) 7:TTLZ LZT1 1775'7- rj72,7 4'-0" MIN. FIRE RATED PLYVVOOD 2X4 P.T. WD. NAILER, SEE STRUCTURAL DRAWINGS. BOND BEAM, SEE STRUCTURAL DRAWINGS. FRE RESISTANCE RATING; 8" CONIC, BLOCK WALL. MASONRY 120 MINUTES (FBC TABLE --h.-R-- 721,3.2) LIMESTONE AGGREGATE 4RO" MIN. FIRE. RATED PD vvrrk EQUIVALENT THICKNESS OF 4" 11 1.;v&41.1'.7.944:43.-k---.177.^4T.4/1,7-"?-71:77f.:421-141-11 '1‘ STRUCTURAL BEAM AND REINFORCEMENT, SEE -- STRUCTURAL DRAWINGS. R-30 FIBERGLASS INSULATION THE CEILING WILL BE ATTACHED DIRECTLY TO THE UNDERSIDE OF THE TRUSSES PROVIDED THAT THE TRUSSES BE LATERALLY BRACED WITH CONTINUOUS 1X4 MEMBERS NAILED WITH 8D COMMON NAILS TO THE UPPER SIDE OF THE BOTTOM CHORD AT PANEL POINTS BUT NOT TO EXCEED 10 FEET APART AND THAT THIS LATERAL BRACING BE RESTRAINED AT EACH END AND AT 20 FOOT INTERVALS. ( IN ACCORDANCE WITH FBC R4409.617.1,2,) 1"X4" CONTINUOUS P.T. FIRESTOP AT CEILING PERIMETER . 77-77777-,! FOIL. TYPE INSULATION 1R-4.1 (MIN.) AT BOTH SIDES OF PARTY VVALL, 1/2" GYPSUM WALLBOARD OVER (2) IX2 P.T. WOOD FURRING STRIPS 0 24" 0.0. (PROVIDE MOISTURE. RESISTANT GYPSUM WALLBOARD AT WET AREAS WITHIN BATHROOMS) SASE, (REFER TO FINISH SCHEDULE.) 3/4" GYPCRETE -- 3/4" PLYWOOD -- PRE-ENGINEERED WOOD TRUSS SYSTEM 0 24" 0.0. (SEE STRUCTURAL DWGS) AT GARAGE SIDE, WALL IS COMPOSED OF 5/8" THICK PORTLAND CEMENT PLASTER, ATTACHED DIRECTLY TO CONCRETE WALL ASSEME3LY 8" CONC. E3LOCK 120 MIN, + 15 MIN. FOP Y2" GYPSUM WALLBOARD - TOTAL FIRE RESISTANCE RATING ASSEMBLY 2 HOURS -CONCRETE SLAB, REFER TO iSTRUCTURAL DWGS. FOR DE -TAILS. 43_1 37 MONOLITHIC CONCRETE FOOTING, REFER TO STRUCTURAL DWGS. FOR DETAILS. • :7 PROVIDE R -I9 INSUL, IN FLOOR TRUSSES ABOVE GARAGE CEIL,ING THE CEILING WILL BE ATTACHED DIRECTLY TO THE UNDERSIDE OF THE TRUSSES PROVIDED TV-4AT THE TRUSSES BE LATERALLY BRACE -7,D WITH CONTINUOUS IX4 MEMBERS NAILED WITH 8D COMMON NAILS TO THE UPPER SIDE OF THE BOTTOM CHORD AT PANEL POINTS BUT NOT TO EXCEED 10 FEET APART AND THAT THIS LATERAL BRACING BE RESTRAINED AT EACH END AND AT 20 FOOT INTERVALS. ( IN ACCORDANCE WITH FE3C R4409.6,17,1,2) IX4 CONTINUOUS P.T. FIRESTOP. F --OL TYPE INSULATION R -4.I (MIN.) AT BOTH SIDES OF PARTY WALL, 1/2" GYPSUM WALLBOARD OVER (2) 1X2 P.T. WOOD FURRING STRIPS AT 24" 0.C. (PROVIDE MOISTURE RESISTANT GYPSUM WALLBOARD AT WET AREAS WITHIN BATHROOMS) -------- REINFORCED C,M,U, WALL (REFE_IR TO STRUCTURAL DWGS, FOR DETAILS) BASE, (REFER TO FINISH SCHEDULE.) FINISH FLOOR, (REFER TO FINISH SCHEDULE) VAPOR BARRIER OVER WELL COMPACTED FILL. TYPICAL WALL SECTION SCALE: 3/4" = T-0" PRE-ENGINEERED WOOD ROOF TRUSSES 24" O.C. MAX SUE3M1T SHOP DRAWINGS FOR APPROVAL. CEMENT ROOF TILE OVER 90t: FELT HOT MOPPED ON 30a FELT TIN TAGGED TO A. EXT. GRADE PLYWOOD SHEATHING. GALVANIZED METAL SEAT AND ANCHOR STRAP AT EACH TRUSS. SEE STRUCTURAL DRAWINGS. EL. + 9RO" TOP OF BOND E3EAM GALVANIZED METAL,, DRIP ON IX2 CONTINUOUS P.T. CONSTRUCTION GRADE 2"X8" EXTERIOR STRUCTURAL_ WOOD FASCIA PRE -PRIMED, FASTEN FASCIA TO END OF TRUSSES W/(2) I6D GALV. NAILS. "INSULATION 19 ABOVE GARAGE CELILING ;c X'1 /1\ „ 1i2L2,24,..,,C1)1 ,1 . 33\334:3„..)13), " / r- , WIPE LATH STUCCO SOFFIT WITH 2" CONTINUOUS SCREEN VENT THROUGHOUT FRONT ELEVATION AND 6"X22" SCREEN VENTS AT 6* O.C. THROUGHOUT REAR AND SIDE ELEVATIONS, EXCEPT AT OVERHANGS OVER ADJACENT PROPERTY LINE. THE CEILING WILL BE ATTACHED DIRECTLY TO THE UNDERSIDE OF THE TRUSSES PROVIDED THAT THE TRUSSES E3E LATERALLY BRACED WITH CONTINUOUS IX4 MEMBERS NAILED WITH _8D COMMON NAILS TO THE UPPER SIDE OF THE BOTTOM CHORD AT PANEL POINTS BUT NOT TO EXCEED 10 FEET APART AND THAT THIS LATERAL BRACING BE RESTRAINED AT EACH END AND AT 20 FOOT INTERVALS, ( IN ACCORDANCE WITH 930 P4409.6.17.1.2,) 1X4 CONTINUOUS P,T. FIRESTOP. --- CONTINUOUS BOND BEAM (SEE STRUCTURAL. DWGS. FOR DETAILS) I"X4" CONT. P.T. FIRESTORAT 8RO" A.F.F. MAX. FOIL TYPE INSULATION R -4.I (MIN.) 1/2" GYPSUM WALLBOARD OVER IX2 P.T. WOOD FURRING STRIPS AT 24" 0.0. (PROVIDE MOISTURE R-ESISTANT GYPSUM WALLBOARD AT WET AREAS WITHIN BATHROOMS) CE.-±MENT, F13ER-CEMENT OR GLASS MAT GYPSUM BACKERS. INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDAT,ONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. ( R702A,2) BASE, (REFER TO FINISH SCHEDULE.) FINISH FLOOR, (REFER TO FINISH SCHEDULE) ROOF TILE SHALL BE ATTACHED PER PRODUCT APPROVAL OP PEP F.B.C. OR W/ 2-10D PLATED STEEL GUN NAILS PER TILE, THE EAVE. TILE SHALL BE ATTACHED W/ A 4" HEAD LAP OR ATTACHED W/ FORMED STEEL GRIP CLIPS CENTERED 4-3/4" FROM THE NOSE OF EACH TILE. THE CLIPS SHALL SE 0.043" THICK BY 1/2" WIDE, GALVANIZED STEEL, ATTACHED W/ 1-10D GALVANIZED STEEL HAND- DRIVEN NAL. LOCATED I" FROM THE 90° E3END IN THE CLIP. THE CLIP SHALL BE EMBEDDED IN MASTIC APPLIED TO ROOFING, AT THE NAIL LOCATION. REINFORCED C.M.U. WALL (REFER TO STRUCTURAL DWGS. FOR DETAILS) TEXTURED STUCCO FINISH THROUGHOUT I 1/2" DEEP RECESS EL. + ORO" TOP OF FINISH SLAB FIN. GRADE Illoon01110111111rAtiftlielliellia z co\ MONOLITHIC CONCRETE FOOTING, REFER TO STRUCTURAL DWGS. FOR NOTES E DETAILS. .31 TYPICAL WALL SECTION SCALE: 3/4" = T-0" GALVANIZED METAL SEAT AND ANCHOR STRAP AT EACH TRUSS, SEE STRUCTURAL DRAWINGS. EL. + 9I-0" / 19.-8" TOP OF BOND BEAM GALVANIZED METAL DRIP ON IX2 CONTINUOUS P.T. WD. NAILER CONT. ALUM, GUTTER 6" WIDE ALL ALONG PROPERTY LINE WALL, PROVIDE 3 LAYERS OF 5/8" GYPSUM WALLBOARD TYPE "X" UNDER TRUSS CONSTRUCTION GRADE 2"X8" EXTERIOR STRUCTURAL WOOD FASCIA PRE -PRIMED. FASTEN FASCIA TO END OF TRUSSES W/(2) 16D GALV. NAILS. CONCRETE SLAB, REFER TO STRUCTURAL DWGS. FOR DETAILS, VAPOR BARRIER OVER WELL COMPACTED FILL. 77' 7,`7(-)( (71( 7.c 7( rt T 7" 031-13 -WIRE LATH STUCCO SOFFIT OVER TYPE "X" GYPSUM WALLBOARD (NO VENTS). TRUSS MANUFACTURER SHALL ADJUST RETURN HEIGHT WHERE APPLICABLE TO PROVIDE A .1 LEVELED SOFFIT RETURN THROUGHOUT, • NOTE; RAINWATER DOWNSPOUTS MUST DISCHARGE A MINIMUM OF 12" AWAY FROM THE WALL AS PER P.B.C. 1503,4,4 2 HR. FIRE PROTECTION / OVERHANG GUTTER DETAIL (TYP. AT OVERHANG OVER ADJACENT PROPERTY LINE) --CEMENT ROOF TILE OVER 9Ott FELT HOT MOPPED ON 3014 FELT PAPER TIN TAGGED TO 19/32" FIRE RETARDANT TREATED PLYWOOD SHEATHING TO 4.-0" MIN, EACH SIDE OF PARTY WALL, AS PER 704,4.1 PBC. SCALE: 3/4" = T- 0" GALVANIZED METAL SEAT AND ANCHOR STRAP AT EACH TRUSS. SEE STRUCTURAL DRAWINGS, SHADED AREA DENOTES AREA OF EXTENDED - NAILER TO BE PROVIDED WITH 3 LAYERS OF g" TYPE "X" GYPSUM WALLBOARD AT EITHER SIDE OF NAILER. PROVIDE SAME CONDITION AT BOTH NAILERS, AT EACH SIDE OF DEMISING WALL. EXTEND NAILER To MATCH TRUSS OUTLINE AT EITHER SIDE OF DEMISING WALL. EL. + 9'--0" / 19.-8" TOP OF BOND BEAM GALVANIZED METAL DRIP ON IX2 CONTINUOUS P.T, WD. NAILER PROVIDE 3 LAYERS OF 5/5" GYPSUM WALLBOARD TYPE 'X" TO UNDERSIDE OF ROOF DECKING SEALED ALL AROUND E NAILED TO 2X4 CONT.BETWEEN TRUSS (2142, FIRE PROTECTION) CONSTRUCTION GRADE 2"X8" EXTERIOR STRUCTURAL WOOD FASCIA PRE -PRIMED. FASTEN FASCIA TO END OF TRUSSES W/(2) 16D NAILS. E.'XTEENDED PORTION OF NAILER TO MATCH BOTTOM OF 'TRUSSES. RETURN WITH CUT FROM 2X4 ATTACHED WITH GANG NAIL PLATE. 2X4 NAILER - „1 ;77)(71177,, A /77 111 III 1 : I ;1 11 I( 1', II 2 HR. FIRE PROTECTION/ OVERHANG DETAIL TYP. AT OVERHANG AT DEMISING WALL) FIRE RAT_ED NOTE AS PEP PBC 721,6.2(I) TABLE, THE TIME ASSIGNED TO EACH LAYER OF 5/8" TYPE 'X' GYPSUM WALLBOARD IS 40 MINUTES. THIS OVERHANG ASSEME3LY IS 120 MINUTES AT EACH SIDE OF NAILERI TOTAL OF 240 MINUTES PLUS 120 MINUTES THAT PROVIDES THE EXTENDED NAILER TO MATCH THE Bon.. OF TRUSSES CONCRETE E3EAM, SEE STRUCT. DWGS. WIRE LATk4 E; STUCCO SOFFIT WITH 2" SCREEN VENT AS LOCATED THROUGHOUT FRONT ELEVATION AND 6"X22" SCREEN VENTS AS LOCATED THROUGHOUT REAR AND SIDE ELEVATIONS. FOP LOCATION OF VENTS PLEASE SEE ROOF GEOMETRY PLAN, SHEET A-4,0. 8" CONC. MASONRY WALL NOTE; CORRIDOR PARTITIONS, SMOKETOP PARTITIONS, HORIZONTAL EXIT PARTITIONS, EXIT ENCLOSURES, AND FIRE RATED WALLS REQUIRED TO HAVE PROTECTED OPENINGS SHALL_ BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS. PRE-ENGINEERED WOOD ROOF TRUSSES 0 24" 0.0. MAX SUBMIT SHOP DRAWINGS FOR APPROVAL„ CEMENT ROOF TILE OVER 90t1 FELT HOT MOPPED ON 30t4 FELT TIN TAGGED TO 19/32" EXT. GRADE PLYWOOD SHEATHING. GALVANIZED METAL SEAT AND ANCHOR STRAP AT EACH TRUSS. SEE STRUCTURAL DRAWINGS. EL. + 19R11 - TOP OF BOND BEAM GALVANIZED METAL DRIP ON IX2 CONTINUOUS P.T. EL. + TOP OF WINDOWS AT SECOND FLOOR CONSTRUCTION GRADE 2"X8" EXTERIOR STRUCTURAL WOOD FASCIA PRE -PRIMED. FASTEN FASCIA TO END OF TRUSSES W/(2) 16D GALV, NAILS. WIRE LATH E STUCCO SOFFIT WITI- 2' SCREEN VENT AS LOCATED THROUGHOUT FRONT ELEVATION AND 6"X22" SCREEN VENTS AS LOCATED THROUGHOUT REAR AND SIDE ELEVATIONS. FOR LOCATION OF VENTS PLEASE SEE ROOF GEOMETRY PLAN, SHEET A-3.0. EL. + 10R8 1/2" TOP OF 2ND LEVEL FIN. FLOOR (GYPCRETE) R-30 FIBERGLASS INSULATION l'-0" O.H. THE CEILING WILL BE ATTACHED DIRECTLY TO THE UNDERSIDE OF THE TRUSSES PROVIDED THAT THE TRUSSES BE LATERALLY BRACED WITH CONTINUOUS IX4 MEMBERS NAILED WITH 8D COMMON NAILS TO THE UPPER SIDE ---- OF THE BOTTOM CHORD AT PANEL POINTS BUT NOT TO EXCEED 10 FEET APART AND THAT THIS LATERAL BRACING BE RESTRAINED AT EACH END AND AT 20 FOOT INTERVALS. ( IN ACCORDANCE WITH PBC R4409.6,17.1.2,) - ----- IX4 CONTINUOUS P.T. FIRESTOP, I"X4" CONT. P.T. FIRE STOP AT 8RO" A,F,E. MAX, FOIL TYPE INSULATION R -4.I (MIN.) 1/2" GYPSUM WALLBOARD OVER IX2 P.T. WOOD FURRING STRIPS ® 24" 0.0. (PROVIDE MOISTURE RESISTANT GYPSUM WALLBOARD AT WET AREAS WITHIN BATHROOMS) BASE, (REFER TO FINISH SCHEDULE.) -7— 3/4" GYPCRETE -- 3/4" PLYWOOD PRE-ENGINEERED WOOD FLOOR TRUSSES, (SEE': — STRUCTURAL DRAWINGS) ROOF TILE SHALL BE ATTACHED PER PRODUCT APPROVAL_ OR PER F,E3,0. OR W/ 2-10D PLATED STEEL GUN NAILS PER TILE. THE EAVE TILE SHALL BE ATTACHED W/ 4 4" HEAD LAP OR ATTACHED VV/ FORMED STEEL GRIP CLIPS CENTERED 4-3/4" FROM THE NOSE OF EACH TILE. THE CLIPS SHALL BE 0.043" THICK BY 1/2" WIDE, GALVANIZED STEEL, ATTACI-4ED W/ I -10D GALVANIZED STEEL HAND- DRIVEN NAIL LOCATED I" FROM THE 90° BEND IN THE CLIP. THE CLIP SHALL BE EMBEDDED IN MASTIC APPLIED TO ROOFING, AT THE NAIL LOCATION, REINFORCED C.M,U, WALL (REFER TO STRUCTURAL DWGS. FOR DETAILS) TEXTURED STUCCO FINISH THROUGHOUT I 1/2" DEEP RECESS EL. + ORO" TOP OF FIN. FLOOR SLAB AT GROUND LEVEL FIN. GRADE MONOLITHIC CONCRETE FOOTING, REFER TO STRUCTURAL DVVGS, FOR NOTES E DETAILS. 3 LAYERS OF i" TYPE "X" GYPSUM WALLBOARD AT EITHER SIDE OF NAILER, PROVIDE SAME CONDITION AT BOTH NAILERS, AT EACH SIDE OF DEMISING WALL. --TIE BEAM (2) 2X4 BLOCKING BETWEEN TRUSSES, SEE STRUCTURAL DRAWINGS Y2" GYPSUM WALLBOARD ON FLJRRINGS 0 24" Q.C. IX4 CONTINUOUS P.T. FRESTOP. 1X4 CONT. P.T. FIRESTOP AT 8R0" A.F.F. MAX. CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM E3ACKER.S. INSTALLED IN ACCORDANCE_ WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. ( R702,4,2) -1/2" GYPSUM WALLBOARD OVER IX2 P.T. WOOD FURRING STRIPS 0 24" 0.0. (PROVIDE MOISTURE RESISTANT GYPSUM WALLBOARD AT WET AREAS WITHIN BATHROOMS) BASE, (REFER TO FINISH SCHEDULE) FINISH FLOOR, (REFER TO FINISH SCHEDULE) .71 71 I-RR—CONCRETE SLAE3, REFER TO \ ' STRUCTURAL DWGS. FOR DETAILS. VAPOR BARRIER OVER WELL COMPACTED FILL. OOD TRUSS TYPICAL WALL SECTION SCALE: 3/4" CORNER DEMISING WALL \------2X8 WOOD FASCIA BACK OF HOME „A 3 LAYERS OF i" TYPE "X" GYPSUM WALLBOARD AT EITHER' SIDE OF NAILER. PROVIDE SAME CONDITION AT BOTH NAILERS, AT EACH SIDE OF DEMISING WALL. OVERHANG DETAIL (PLAN VIEW) (TYP. AT OVERHANG AT DEMISING WALL) ('Fd Q /A w CORWILARCHITECTS 4210 LAGUNA ST. CORAL GABLES FL, 33146 0(2. NC.). AA -0002151 1.305.448,7383 PROJECT: 1\/VNI'ARC OWNER: PHASE 7E713100S SEAL LENI\AR HOMES (/) z 0 UJ (/) u CL Id:I 1,.': 1 1 11 : 'HS L-X,\1^,11\1C7S Th -L F-1OPEY1' CF COF.mr_ t•RcHrEc !!.c. UNLESS OTHERWISE PROVIDED FOR BY CONTRACT, iHE CONTENTS OF THIS DRAWINGS ARE: CONFIDENTIAL AND HALL NOT TE WANSMI [TED TO ANY 0 I K,R PAR1Y EXCEPT AS AGREED 10 BY IHE ARCHITECT/ t kGINEEPS, 1/113/2012 2012-01 AO/MC A F.' R By AMC b 2012.01 SHEET NUMBER: A-6.00 EL. + 1 0'-8 I /2" T.O. FINISH FLOOR (Gyp IF CONT. WALL MOUNTED HANDRAIL 15 PROVIDED (SEE DETAIL 3 F, 4 THIS SHEET ) WILL BE MOUNTED 34" MIN. TO 38" MAX. HIGH. RETE) )/2" GYPSUM BOARD IN ENCLOSED ACCESSIF3LE SPACES UNDER STAIRS AS PER F.B.C. R311,2.2 TYPICAL_ FIRE STOP, -- PROVIDE 2X6 CONCEALED FRE STOP 0 TOP, MIDDLE F BOTTOM OF STAIR RUN AS PER 2320.2.3 FBC ATTACH TO STRINGERS VV/ (2) COMM. NAILS AT EA. CONNECTION. REFER TO DETAIL 137 THIS S1 -€ET. SEL. + 0'-0" FLR. SLAB 1 NOT USED 7. - ' CLOSET 77/ RAILING NOTE RAILING SHALL BE CAPAE3LE OF SUSTAINING A 50 PLP HORIZONTAL LOAD APPLIED IN ANY DIRECTION AT THE TOP OF THE RAILING AS PER F.B.C.. HANDRAIL SHALL ALSO DESIGNED TO RESIST A LOAD OF NOT LESS THAN 200 LB. APPLIED IN ANY DIRECTION AND AT ANY POINT ON THE RAL AS PER F.B.0 SEC. 1608.2.2,1 TYPICAL STAIR DETAIL SCALE 1/2" PICKETS SHALL BE SPACED TO REJECT A 4" DIA. OBJECT AT ANY OPENING — STAIR HANDRAILS TO END AT NEWELLPOST OR RETURN TO FLOOR (TYPICAL) (5 CONTINUOUS GUARDRAIL BALLUSTER U.) SPACED TO REJECT A 4" SPHERE SAFEGUARD / GUARDRAIL DETAIL SCALE: 1/2" = l'-0" PROVIDE ROUND NOSING. EFFECTIVE HROJECTION OF APR I INCH OVER T-€ LEVEL IMMEDIATELY BELOW TI --E TREAD STAR 5mr,(.4-3R NAILS TO rrp. 7X4 — NA 1E9 ,A .-"z:Z/ZZYZ,77a1 2 X 4 NAILER FAS-1WD INTO CONC TYPICAL RISER / TREAD DETAIL SCALE NOTE' STAIRS SHALL BE FIRESTOPPED AT TOP, MID E BOTT. OF EA, RUN AS PER 2320.2.3 FBC FIRE E3LOCKING SHALL BE PROVIDED IN ALL WALLS AND PARTITIONS TO CUE OFF ALL CONCEALED DRAFT OPENINGS BOTH HORIZONTAL AND VERTICAL AND TO FORM A FIRE BARRIER BE-TWEEN FLOORS AND BETWEEN THE UPPER FLOOR AND TI -IE ROOF - SPACE. PER 705.3.1.1 ONE L.AYER OF 5/8" TYPE "X" GYP. BOARD 0 CONT i NUOUS WALL MOUNTED HANDRAIL SPACER FOR WALL MOUNTED HANDRAIL WALL MOUNTED HANDRAIL DETAILS SCALE: 1/2" = l'-0" HANDRAIL DETAIL (WALL RETURN) SCALE 1/2" = UNDER STAIR PROTECTION NOTE ENCLOSED ACCESSIBLE SPACE UNDER STARS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD AS PER F.B.C. R311.2.2 • + 0'-0" F!N F!. R: SL.AF3 ) TYPICAL STAIR FIRE BLOCKING DETAIL 7 SCALE: 1/2" = l'-0" R TYP. R TYP. SPACER FOR WALL MOUNT CORWILARCHITEC S 4210 LAGUNA Si. CORAL GABLES 0 . 33146 LIC.N0. AA -0002151 1,305.448.7383 PROJECT: NMP `'T (1) \NNER: PHASE -A A VI I 1IZ ,11 1 A (1; 0 HNNAR 10MLS REVISIONS SEAL 1,1 I 11,T, THIS DRAWNGS TS THE PROPERTY o CORV,TI_ 4PC111-IFT-1S INC UN L ESS OTHERWISE PROVIDED FOR BY CONTRACT, IHE CONTENTS or THIS DRAWINGS ARE CONFIDENTIAL, AND SHALL N01 BE TRANSMITTED TO ANY OTHER PARTY EXCEPT AS AGREED TO BY 1HE ARCHITECT/ ENGINEERS. DAT LE: 1(7 1\0, A, PPR 41' FILE SHEE1 NUMBER: 1/13/2012 2012--01 A 0 AMC A -5.3C EL +1911 TOP OF BOND E3EAM AT ROOF EL. * I0'-8 1/2" TOP OF 2ND LEVEL FINFSH Fl.„00P (GYPCRETE) EL. - 9'-0" TOF' OF BOND BEAM AT 2ND LEVEL SEL. TOP OF 1ST LEVEL. WINDOWS EL. TOP OF FINISHED SLAE3 12 ' • ID' Er-- ... '. - ,„.... -- ...... : - I H i \ . DP --46.93 P.S.F. +42,96 P,S.F. '! , .,. ,I V %..... , DP -46.93 P.S.F. -., +42.96 P.S.F. ,r---- K LJ H..1 Iv] LIli JLJ DP -50.42 P.S.F. +43.63 P.S.F. DP --37.72 P.S.F. +36.24 P.S.F. MODEL D FRONT ELEVATION END UNIT - GARAGE RIGHT SCALE: 1/4" 0" EL. + TOP OF BOND BEAM AT ROOF' EL. + 10-8 1/2" TOP OF 2ND LEVEL FINISH FLOOR (GYPCRETE) • EL. 9'-0" W TOP OF E3OND E3EAM AT 2ND LEVEL EL. + TOP OF ST LEVEL 1,/\./ I NDOWS • 31 I 2'' DP -47.33 P.S.F. +43.63 P.S.F. L 7 DP --44.72 P.S.F. +41.40 P.S.F. j iJi DP -44.72 P.S.F. -4-4.1.40 P.S.F. DP -45,20 P.S.F. +41.56 P.S.F. DP -57.03 P.S.F. +42.96 P.S.E. MODEL D REAR ELEVATION END UNIT GARAGE RIGHT SCALE: 1/4" = 1 0" EL. + TOP OF FINIS -ED SLAB „ . „, DP -58.42 P.S.P. +43_63 P.S.E.. DP -47.33 P.S.F. +43.63 P.S.E. DP --47.33 P.S.F. DP -47.33 P.S.F, t LI DP -44.72 P.S.F. +41.40 P.S.F. MODEL D SIDE ELEVATION END UNIT GARAGE RIGHT SCALE: 1/4" =0" - LL1 I DP -45.20 P.S,F. +41.56 P.S.P. ,••••••• EL. + 19' -II" TOP OF BOND BEAM AT ROOF + I0'-8 1/2" TOP OF 2ND LEVEL FINISH FLOOR (GYPCRE' - 9'-0" TOP OF E3OND BEAM AT 2ND LEVEL + TOP OF IST LEVEL WINDOWS EL. 4' a -0" TOP OF FINISHED SLAB A 41' (1) DETAIL SCALE: 3/4" = 1-0" 8" 3"1 /' •1\ CN k. 2'-0" \ _ DETAIL SCALE: 1/2" = 6" Co ' t DETAIL J SCALE: 3/4" = T-0" OE 0• ) ICN 2" A DETAIL ./ SCALE: 1 1/2" = T-0" DECORATIVE FOAM BRACKET6 CN 10" A ELEVATION LEGEND SPANISH ROOF TILE. 8"X12" OUTLOOKERS 6" PRECAST DECORATIVE BAND TEXTURED CEMENTIOUS MATERIAL FINISH ON CONC. E3LOCK CONSTRUCTION. MOUNTAIN LEDGE - ELDORADO STONE VENEER, SCREENED VENTS IN GARAGE DOOR WITHIN 7" OF FLP. PROVIDE 60 SO. IN. (MIN.) FOR EACH CAR. ALUMN. (ESP. WHITE) DOORS, VVITH SINGLE TINTED GLASS, (TIP.) 6" PRECAST CONCRETE SILL ALUMNI, (ESP. VVHITE) WINDOW, WITH SINGLE TINTED GLASS (TIP.) 8" PRE -:CAST DECORATIVE BAND PRECAST I'-8"Xl'-8" DECORATIVE ORNAMENT 1.3U11...T OUT BASE I/V/ SMOOTH FINISH DECORATIVE SHUTTERS ATTACH VW TAPCONS 8" 0/0 EW. 1 " MIN. EMBEDMENT. ALUMINUM RAILINGS TO REJECT 4" OBJECTS, SUE3MIT SHOP DWGS. FOR APPROVAL. 3" PRECAST DECORATIVE BAND 6"Xl'-0" PRECAST DECORATIVE ORNAMENT WITH METAL BARS. PRECAST DECORATIVE BAND ENTRY DOOR GARAGE DOOR ELEVATION NOTES: HURRICANE SHUTTERS INSTALLED ON SECOND FLOOR OPENINGS SHALL BE OF THE TYPE THAT CAN BE INSTALLED/ CLOSE FROM TI -IE INSIDE WITHOUT THE. USE OF A LADDER. 2. WIND PRESSURES SHOWN ABOVE HAVE BEEN ADJUSTED FOR K1.0 C▪ N 00 " /74 \ DETAIL SCALE: 1 1/2" = T-0" WASH 3" DETAIL SCALE: 1 1/2" =1-0" 6" 3" DETAIL SCALE: 1 1/2" 3" jr 2" N) t 9" 'co DETAIL SCALE: 1 1/2" = 1'-O" zifirff,707 2" DETAIL SCALE: 1 1/2" [II\ NOT USED \yCALE: 1 1/2" = 1-0 j N.T.S. CORWILARCHITECTS 4210 LAGUNA SI. CORAL GABLLS EL, 33146 LIC.NO. AA -0002151 T.305.448.7383 PRO IECT; OWNER: '1-1 AS E. !SEA L. A r G (1 LEN NAR HOMES C) z 0 0 7 < LU LI,J CY. 0 LU F -- X LU MODEL 'D 1,1I I! T 1.1,7 HS DRAWINGS IS "HE PROIEf/flY OF CORM, ARCIIIIECIS NC, JN ESS OTHERWISE PROVIDED FOR BY CONTRACT, THE CONTENTS OF THIS DRAWINGS ARE COPTEIDFNIIAL AND SHALL NOT BETRANSMITTED TO ANY 0 -.HEP PARTY TT.XCEPI AS AGREED TO BY ItTL ARCHITECT/ ENGINEERS, 1/13/2012 201 2- 01 A \Ai ET BY AO/MC F P ASiC. U241) SHEET NUMBER: A -5.3B _ 7 - - -= ::"" '."'111, "I 11::: I = ..".. 11--11 IF 11-111 1111 11.- I" S 11-111EE ii".3 iii 1E= [711 .11 II II- 1 1 7 - rljI "1 fr o::: q,..„ """" if 11 IC1111_ 11'4 11.7„:„.:11"ir" FE 'NI ID (.3 \Al ''Y'r IP LE • • 11 \ 111 -1"" IF" / -7" • • • • • • • • 1 -- • • • • • • = ' - - / / I - • CORWILARCH1TECTS 4210 LAGUNA K. CORAL, GABLES L. 33146 LIC.NO, AA C002151 T,305448.7383 PROJECT: /4 ANN Q A IRA! A (; ( OWNER: PHASE REVISIONS COCRDNATION 08-19-14 SEAL LENNAR HOMES Cf) O1-1-1 LUQ 0 ILI BLDG. DEPT. COMMENTS 08 15-13 THIS DP.AWINGS IS THE PROPERTY OE CORW'IL F,RCHITECTS UNLESS 011-IERWISE PROVIDED FOR BY CONIRACT, THE CONTENTS OF JHS DRAWINGS ARE CONFIDENTIAL AND SHALL NOT BE TRANSMITTED TO ANY OTHER ?ARTY EXCEPT AS AGREED TO BY THE APCHITEGT/ ENGINEERS. DATp: 1/13/2012 TOB Nn, 2012-01 DRAWN BY AO/MC APPR HY AMC /,'-.-.1=:---.-_-= - : '-'-- - 1/,---/ '.-- FTP (29 U2 -CD2. NUMBLP: A -503A / • • GREAT ROOM • STAIR GARAGE • • C U, KITCHEN PN. fwo LIVING ROOM GROUND FLOOR SCALE: 1/4— 0" // / 1qh ,i01.), EE, 4,01/4 / / L„, // ..„„' -,,-,H - / a IF"" It _ /HT- ', T' T - =T- FR! (7 „ • • • • - ' • • _ - - 0 FOYER • ' • / / 0 • • • • / / / / Ih • • / // MASTER BATHROOM LN. -// // • , • BATHROOM CORR. MASTER BEDROOM • 77 W.I.C. EAUND. // // - - • - I \ - 772PH /- T 7(71=7- -- • - - • • - //-:17-123//77:72 _ • • Me III -- .-NI • al IN El 1111 \ III a a IN NI in in in nu CE. 1 CL. - - • 1 - • • • • 7-, • • BEDROOM #2 ROOF BELOW BEDROOM 4I-3 SECOND FLOOR SCALE: 1/4" = 1'— 0" // / • • H/TTI.71.1 „ 4%.„ 11:711 Fr..) FR: IL.. (7.1)LE["N /- I • -„„ _rtf - t_ -• — - - 1 — —11— IE.: — - 71 , - /7. CORWILARC—ITECTS 4210 LAGUNA ST, CORAL GABLES FL. 33146 LIC_NO. AA -0002151 1,305.4.482/383 PROJECJ: OWNER: PHASE RrVISIONS SEAL ENNAR HOMES LU 0(5 U-1 Z 0< BLDG. DEPT. COMMENTS 08-09.13 COORDINATION 08-19-14 1"1 Ti7/- :PK3S :S THE ''712•:":77:' 7 '7 _ C (T, -.S NC. UNLESS OTHERWISE PROVIDED FOR BY CON I RACI, THE CONTENTS OF THIS DRAWINGS ARE CONFIDENTIAL AND SHALL NOT BE TRANSMITTED TO ANY Of HER [TARTY EXCEPT AS AGREED 10 BY IHE ARCHITECT/ ENGINEERS. DATE: 13/1 N(/). AFBR BY 111E SHEET NUMBER: 1/13/2012 2012-01 AO/MC AMC (7,01-T2-11)2 A-503 EL + I 0-8 1/2" .0, FINISH FLOOR (GYPCREtE) GROLND El. +U-7 PROVIDE 'TURNOUT AT FIRST STEP OF STAIR TO COMPLY WITH F.B,C, 2X6 RAILING 2'-10. ABOVE FIN. FLOOR STAR TREAD, (TYP.) IF CONT. 'WALL MOUNTED HANDRAIL. IS PROVIDED tSEE. DETAIL 3 4 THIS SHEET W ILL BE MOUNTED 34" MIN. TO 38" MAX. HIGH. POWDER ROOM BELOW, SEE FLOOR PLAN 7 TREADS 0 10" EACH 2ND FLR. LANDING EL. +IO -8 1/2" DN, 4' 0" E4-2" 4`-0" 5 TREADS 0 10" EACH STAIR FLOOR PLAN LAYOUT SCALE: 1/2" = l'-0" - - )'/ GYPSUM BOARD IN ENCLOSED ACCESSIBLE SPACES UNDER STAIRS AS PER F.B.C. R3II.2.2 TYPICAL FIRE STOP: PROVIDE 2X6 CONCEALED FIRE STOP 0 TOP, MIDDLE E, BOTTOM OF STAIR RUN AS PER 2320.2.3 EEC. ATTACH TO STRINGERS W/ (2) COMM. NAILS AT EA. CONNECTION. REFER TO DETAIL 137 THIS SHEET, + FIN. FLR, SLAB RAILING NOTE RA,ILING SHALL BE CAPABLE OF SUSTAINING A 50 PLF HORIZONTAL LOAD APPLIED IN ANY DIRECTION AT THE TOP OF THE RAILING AS PER FB.C., HANDRAIL SHALL ALSO DESIGNED TO RESIST A LOAD OF NOT LESS THAN 200 LE3, APPLIED IN ANY DIRECTION AND AT ANY POINT ON TT -4E RAIL AS PER F.:B.0 SEC. 1608.2.2.1 ( 2' TYPICAL STAIR DETAIL SCALE: 1/2" 1"-0" CONTINUOUS - GUARDRAIL CONTI NUOUS IL. (1) LLI BALLUSTER ,krt SPACED TO cr) REJECT A 4" SPHERE PICKETS SHALL BE SPACED TO REJECT A 4" DIA, OBJECT AT ANY OPENING STAIR HANDRAILS TO END AT NEVVELLPOST OR RETURN TO FLOOR (TYPICAL) CONTINUOUS GUARDRAIL E3ALLLJSTER ----"`" En SPACED TO REJECT A 4" SPHERE SAFEGUARD GUARDRAIL DETAI SCALE: 1/2" = F'ROVIDE ROLD NOSING. Et 'ECTIVE PRO.ECTION OF APP. I INCH OVER Tt-E. LEVEL IMMEDIATELY BELOW THE TREAD STAIR StWiNGeR NALS TO TrF. 7X4 - MAIER IQ' TREAD 7257Z211,: M-0.4.111.1 TYP 2 X 4 NAILER FASTIMED INTO CONC, $14 TYPICAL RISER TREAD DETAIL SCALE: N.T.S. NOTE: STAIRS SHALL E3E-: FIRESTOPPED AT TOP, MID E BOTT. OF EA, RUN AS PER 2320.2,3 EEC FIRE BLOCKING SHALL E3E PROVIDED IN ALL WALLS AND PARTITIONS TO CUT OFF ALL CONCEALED DRAFT OPENINGS BOTH HORIZONTAL AND VERTICAL. AND TO FORM A FIRE BARER BETWEEN FLOORS AND BETVVEEN THE UPPER FLOOR AND THE ROOF SPACE. PER 705.3.1.1 ONE LAYER OF 5/8" TYPE "X" GYP. E3OARD (4 CONTINUOUS WALL MOUNT -ED HANDRA IL SPACER FOR WALL MOUNTED HANDRAIL i" R TYP. WALL MOUNTED HANDRAIL DETAILS SCALE: 1/2" = 1'-0" (' 6 HANDRAIL DETAIL (WALL RETURI) SCALE: 1/2" UNDER STAIR PROTECTION NOTE: ENCLOSED ACCESSIE3LE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD AS PER F.B.C. R311.2.2 EL. 0.-0" FIN, FLR. SLAB mowentmarramarammonammownam. magerammarewmanine* �. 21" R TYP. ----SPACER FOR WALL MOUNT TYPICAL STAIR FIRE BLOCKING DETAIL SCALE: 1/2" ='-0" CORWILARCHIF_:CTS 4210 LAGUNA ST, CORAL GABLES FL, 33146 LIC.NO, AA -0002151 T.305.448,7383 PROJECT: OWNER: P1 A ml A 1. \t1RAI AG 1) LEEN \AR HOMES REVISIONS SEAL ,1 [EIL [[.. [HH [ DRAY IS [HE ROI-IL:Eh' OF CCRV\..IL APC1-11[EC[S INC. UNLESS OTHERWISE PROVIDED F -OR BY CONTRACT, f[HiLE CON [EN fS OE [fHIS DFAIWINGS ARE COM I0ENTIAL AND SHALL NOT BE TPANSWITIED 10 ANY 01HER PARTY EXCEPT AS AGREED 10 BY THE ARCHITECT/ ENGINEERS. DAL r -r. ELO DEAVVE1 AUER BY SHEET Nupo 000: 1/13/2012 2012-01 A0/00 AOC C21f,1)3-0O2 A -5.2C EL. + TOP OF BOND BEAM AT POOF EL. + I 0-5 1/2" TOP OF 2ND LEVEL PINrSH FLO0 (GYPCQFTF...) EL. - TOP OF BOND E3EAM AT 2ND LEVEL 8'70" TOP OF IST LEVEL WINDOWS RP=746.93 P.S.F. +42,96 P.S.F. DP -= -46.93 P.S.F. +42,96 P.S.P. M EL. +0'-O TOP OF FINISHED SLAB EL. + 19711" TOP OF BOND BEAM AT ROOF EL, + 1078 1/2" TOP OF 2ND LEVEL F I NI SH FLOOR (GYPGRETE) EL, 9°-0" TOP OF BOND BEAM AT 2ND LEVEL EL. TOP OF ST LEVEL V\I I NDOWS DP -45.20 P,S.E7. +41.56 P.S.F. ........... DP= -37.72 P.S.F. +36.24 P.S.F. MODEL C FRO r ELEVATION INTERIOR GARAGE RIGHT SCALE: 1/4" - 0" - ,,, ,, " 77 e e -z 7_',, el r -f, 777'7-er L 777 .9 lit) EL, + \-PF TOP OF F I NI SHED SLAB P.S.F. +42.96 P.S,F. ' '979'97977917,i7 .,‚799991'7 ® CD DP- 44.72 P.S.F. 45.20 P.S.F. +41.40 P.S.F. +41.56 P.S.F. DP -744.72 P.S.F. +41,40 P.S.F. I.. DP= -44.72 P.S.F. +41.40 P.S.F. MODEL C REAR ELEVATION INTERIOR GARAGE RIGHT SCALE: 1/4" = 1O" l' R4" 11 eN1,' , N DETAIL SCALE: 3/4" „ — CY) DECORATIVE FOAM 15RACKE T5 CN CN1 ;"-N DETAIL SCALE: 1/2" = T-0" DETAIL SCALE: 3/4" = T-0" 10" DETAIL SCALE: 1 1/2" 6" 3" 011-:\ DETAIL /SCALE: 1 1/2" 3" [G LL L M [NI o 15 ELEVATION LEGEND SPANISH ROOF TILE, 8"X12" OUTLOOKERS 6" PRECAST DECORATIVE BAND TEXTURED CEMENT IOUS MATERIAL FINISH ON CONC. E3LOCK CONSTRUCTION. MOUNTAIN LEDGE - ELDORADO STONE VENEER. SCREENED VENTS IN GARAGE DOOR WITHIN 7" OF FUR. PROVIDE", 60 50. IN. (MIN.) FOR EACH CAR. ALUMN, (ESP. WHITE) DOORS, W I TH SINGLE TINTED GLASS, (TIP.) 6" PRECAST CONCRETE SILL ALUMN. (ESP. WF-IITE) WINDOW, WITH SINGLE TIN ED GLASS (TYR) 8" PRECAST DECORAT IVE BAND PRECAST 1'78"X1'78" DECORATIVE ORNAMENT BUILT OUT BASE W/ SMOOTH FINISH DECORATIVE SHUT TERS AT TACH W/ TAPCONS * 8" 0/0 EW. I MIN. EMBEDMENT, ALUMINUM RAILINGS TO REJECT 4" OBJECTS, SUE3M IT SHOP DWGS. FOR APPROVAL. 3" PRECAST DECORATIVE BAND 6"X 0" PRECAST DECORATIVE ORNAMENT WIT -1 METAL BARS„ PRECAST DECORATIVE F3AND ENTRY DOOR GARAGE DOOR ELEVATION NOTES: HURRICANE SPUTTERS INSTALLED ON SECOND FLOOR OPENINGS SHALL E3E OF THE TYPE THAT CAN BE INSTALLED/ CLOSE FROM THE INSIDE WITHOUT THE USE OF A LADDER. 2. WIND PRESSURES SHOWN ABOVE HAVE. BEEN ADJUSTED FOR KcN.0 9" 3" 3" DETAIL DETAIL. SCALE: 1 1/2" = T-0" SCALE: 1 1f WASH rn 1" 10 re0/ 2" 7--T\ DETAIL jir\ok DETAIL SCALE: 1 1/2' = 1-0 V-21 SCALE: T-1/2" = 1'-0" 2" DETAIL \`L/SCALE: 1 1/2" CORWILARCHI HCTS 4210 LAGUNA ST,, CORAL GABLES EL. 33146 I.10.N0. AA 0002151 1.305.448.7383 P R 0 J ..1 A I M/39A1Atim OWNER - PHASE REVISIONS LENNAR HOMES Q6 CZ uJ 1— z LLJ 0 0 LU LJJ 0 OEuJ LIJX — .1, ,!"..„, URAV‘ilINGS IS [HE FROBEIY LORVHL MCHIIECIS INC UNLESS OTHERWISE PROVIDED FOR BY CONTRACT, HE CONTENTS OF 1HIS DRAWINGS ARE CONFIDENTIAL ANL) SHALL NUI 3E IRANS,VIIEDLO ANY 011-1ERPARIY EXC.:ET-HAS AGREED 10 BY THE ARCHITECT/ ENGINEERS. DAIL: j(A3 Dk.'AWH (31/ /-\ PLR 61' I SHEET NUMBER, 1/13/2012 2012-01 AO/MC AMC CYD-U2,412 A -5.2B 111 0 D 00 z cc ° 0 0 LL I -- 11R CD 1V1 111":" 11NJ 11 11-1 C. .1 IEE IL...Jill._ IE I I _ 7 ; :E=HH _ 1 I tr":1-1:_D 1 71 !JP jr - - / / :1 " 77: HOIEE 11,...,11 IEEE \ 1 / IEEE IN 11::,) : 77, \ - - C9h (...) (.:7311:3"VVH IN1 l: 6.,„„„d (..:3ii I IL, - 11 r.41.3 Nov air 'Ner E 4c3 / / tor • • 11:3 „.)0 7'1 7"'Ik • • • • 71' Tr." Ikk .T., _. • - ^ - :1: CORWILARCHITECTS 4210 LAGUNA ST. CORAL GABLES EL, 33146 LIC.NO, AA C002151 T.305.4'18.7383 PROJECT: OW N ER: PHASE REVISIONS SEAL i/ r '•• P, A t A CI 0 LENNAR HOMES — ULLI Lll C.) o Ili 0' (f) DO, DEPT, (P'0,1v1NR,ENTS 08 15-13 COORDINATION 08-19-14 THIS DRA'AINGS IS THE PROPERTY OF CORWIL ARCFTECTS INC. UNLESS CYIHERWISE PROVIDED FOR BY CONTRACT, THE CONTENTS OF THIS DRAWING'S ARE CONFIDENIIAL AND SHALL NOT BE IRAI LS,VIHED TO ANY 01/EB PARTY EXCEPJ AS AGREED :0 BY I HE ARCHITECT/ ENGINEERS. DATE: JOB NO. I'DRAW ET BY /AF FER: Di FILE 1)F-1 L--211 Wily\ F3EP: 1/13/2012 2012-01 AO/MC AMC 083 U3 -(D2 A -5.2A // G.U. a • FAMILY DINING ROOM ROOM • LIVING ROOM / // FOYER _ 1 00 VERED ENTRY / // / - - V _ • • / // // GARA • • • KITCHEN STAIR • T GROUND FLOOR SCALE: 1/4" 0" PN. • • / 10 E ' _-•-•••‘" / / • /7 MASTER BEDROOM • \- // / • - ) • 1 • r • // / C..' • • 7 0 I BEDROOM #4 / / "BATHROOM, 1 , 1 \ , 4 1 / // _ // \ CORR. . 0 vp \ • 0 MASTER BATH // CL. li / // BEDROOM #3 // \ —11 • -I 4 / // 1111 111A Mil L irk ON Er RA I \ \ /7 • / / // T T 7/ / • " EVATHROOINA BEDROQM 112 :1 BEDROOM #2 • / / / SECOND FLOOR SCALE: 1/4" 0" / 7/ • \ \ 11 —II— 'T"- IE 11\1 D — IF L„. 117) Ii P - L7-• — 1,7 ,/ • _ - • (") C„..)17.3 L... AO\ ir"Nii _ 144 444 CORWILARCHI ECTS 4210 LAGUNA ST, CORAL GABLES EL 33146 LIC.NO, AA -0002151 T.:305A48.17383 PROJECT: OWNER: PHASE: . .> A r I IT I A C, REVISIONS 1„INNAR HOMES LLJ 0 Z U 0;5 LU Z 0 < O im—j 0 0 LL :7- • -7 7_ --s) . / • 11: - ) / ' - - - - _ _ --- .--_-: --7' ' — ,' , BLDG. DEPT. COMMENTS :S.: , / : - .77 08-09-13 - — / _/- 011 ' --T _ - - _///, • ,/--E _ / I \10- _/- SEAL COORDINATION 08-19-14 1/11 DR/'A/NGS IS EHE P;OPERI'Y Of CORW1 ARCH TECTS INC. UNLESS OTHERWISE PROVIDED FOR BY CC)NTRACE [F -IE CONTENTS OF THIS DRAWINGS ARE COWDEN:1AI AND SHALL NOl BE TRANS/VI I FD TO ANY OTHER PARTY EXCEPT AS AGREED TO BY THE ARCHITECT/ ENC.; kE.E.R.S. PATE: lflrl MCI. RAWM P0 0 p 1 R f), Y FILE SHEET NUMBER: 1/13/2012 2012-01 AO/MC A-5.2 AMC 12c)C,2-C11/ GROUND FLR. L.4 (Y7 PROVIDE TURNOUT AT FIRST STEP OF STAIR TO COMPLY WITH F.B.C, 2X6 AD. RAILING 2"10" ABOVE FIN, FLOOR STAIR TREAD, (TYP.) POWDER ROOM BELOW, SEE FLOOR PLAN + I 08 1/2" T.O. FINISH FLOOR (GYPCRETE) IF C.:0NT, WALL MOUNTED HANDRAIL 13 PROVIDED (SEE DETAIL 3 E 4 THIS SHEET ) WILL E3E MOUNTED 34" MIN. TO 38" MAX. HICHL Y2" GYPSUM BOARD IN ENCLOSED ACCESSIBLE SPACES UNDER STAIRS AS PER F.B.C. R311.2.2 TYPICAL FIRE STOP' ---- PROVIDE: 2X6 CONCEALED FRE STOP 0 TOP, MIDDI„,.E E BOTTOM OF STAIR RUN AS PER 2320.2.3 PBC . ATTACH TO STRINGERS VV/ (2) COMM. NAILS AT EA. CONNECTION. REFER TO DETAIL. 117 THIS SHEET, EL. + 0'-(y FIN, FLR. SLAB ±6"8" 8 TREADS 0 10" EACH 2ND FLR. LANDING EL +l0-8 1/2" _ DN, 0- 5 TREADS o10" EACH 6" 6" STAIR FLOOR PLAN LAYOUT SCALE: 1/2" (1) 0 131 JJ D/ _ a 0 IRA IL 1 NG_NQTE RAILING SHALL BE CAPABLE OF SUSTAINING A 50 PLP HORIZONTAL LOAD APPLIED IN ANY DIRECTION AT THE TOP OF THE RAILING AS PER FB,C.. HANDRAIL, SHALL ALSO DESIGNED TO RESIST A LOAD OF NOT LESS THAN 200 LB, APPLIED IN ANY DIRECTION AND AT ANY POINT ON THE RAIL AS PER F.B.0 SEC. 1608,2,2.1 LL 1_ • U-3 111 (D LY,J U) 2 rY LLI O0 0 z 01 T.T.D LU • 0 Tr 0 m ;4) TYPICAL STAIR DETAIL SCALE: 1/2" CON1T I NUOUS --- GUARDRAIL CONT INUOUS HANDFRA IL E3ALLUSTER -- SPACED TO REJECT A 4" SPHERE (5 PICKETS SHALL, BE SPACED TO REJECT A 4" DI& OBJECT AT ANY OPENING STAIR HANDRAILS TO END AT NEWELLPOST OR RETURN TO FLOOR (TYPICAL) CONT I NUOUS GUARDRAIL • P E3ALLUSTER -- SPACED TO REJECT A 4" SPHERE SAFEGUARD / GUARDRAIL DETAIL SCALE: 1/2" F'ROVIDE. POUND NOSING. EFFECTIVE PROJECTION OF APP. I INCH OVER 11-4E LEVEL. IMMEDIATELY BELOW -n€ TREAD NAILS TO TYR 2X4 - NALBZ Ls, —TT 2 X 4 NAILER FASTDED INTO TYPICAL RISER / TREAD DETAIL SCALE: NI.M5 NOTE; STAIRS SHALL BE FIRESTOPPED AT TOP, MID BUTT, OF EA. RUN AS PER 2320.2.3 FBC FIRE E3L-OCKING 31. -ALL BE PROVIDED IN ALL WALLS AND PARTITIONS TO CUT OFF ALL CONCEALED DRAFT OPENINGS BOTH HORIZONITAL AND VERTICAL AND TO FORM A FIRE E3ARRIEIR BETVVEEN FLOORS AND BETWEEN "THE LIPPER FLOOR AND THE ROOF SPACE. PER 705.3.1.1 cj C2,01N.IINILJOUS WALL MOUNTED HANDRAIL ---- SPACER FOR WALL MOUNTED HANDRAIL N's I ° TYP. — TYP. WALL MOUNTED HANDRAIL DETAILS SCALE: l' —0" (lot HANDRAIL DETAIL (WALL RETURN) `#) SCALE: 1/2" = ONE LAYER OF 5/8" 'TYPE 'X" GYP.- ----- BOARD uNDER STAIR PROTECTION NOTE; ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH I/2" GYPSUM BOARD AS PER F.B.C. R311.2.2 EL. O' -O' FIN, FLR. SLAB TYPICAL STAIR FIRE BLOCKING DETAIL SCALE: 1/2" = SPACER FOR WALL MOUNT CORWILARCHITECTS 4210 LAGUNA ST. CORAL GABLES EL 33146 1,..C.NO, AA C002151 T.305,448.7383 PROJECT: A 11 M RAE 1 OWNER: PHASE SEAL I_ENNAR HOMES NS , , t HIS DRAWNGS S FH F- PROPERTY OF CORM[ ARCHEEUS UNLESS OTHERWISE PROVIDED FOR BY CONTRACT, 1HE CONIEN fS OE ]HS DRAWINGS ARE CONFIDEMIAL /1',ND SHALL NOT BE TPANSMITILD 10 ANY OTHER FAR1Y EXCLPF AS AGREED 10 BY THE P,RCHIlECT/ ENGINELPS. DATE: BOB Ni_) A P P FILE SHEEf NUMBER: A --51C 1/13/2012 2012-01 A 0/M0 ANA0 (Z)(02 -(D2 -01? EL. 4 191-11" TOF' OF BOND E3EAM AT ROOF EL, 101-8 1/2" TOP OF 2ND LEVEL F-LOC)R (GYPCPETE) EL, - 9'-0" TOP OF BOND E3EAM AT 2ND LEVEL EL, + 6-0" TOP OF ST LEVEL WINDOWS EL. + CY \--FF TOP OF FINISHED SLAB EL. + TOP OF BOND E3EAM AT ROOF EL, + 10'-8 1/2" TOP OF 2ND LEVEL FINIS -I FLOOR (GYPCRETE) EL. -- 9'-0" TOP OF BOND BEAM AT 2NE) LEVEL EL. + 8'-0" TOP OF 1ST LEVEL WINDOWS EL. + a-0" TOP OF FINISHED SLB LL ?,.„r 't r Y.; 14-', Al Yrn 0 1,1 i„„„„„._ r DP --46.93 P.S.F. -+42.96 P.S,F. [HI DP -46.93 P.S,F., 142,96 P.S.F1.1 1,, 0 L. LhJ L11 ILL] L L, Li DR -45.20 P.S.F. + 4.56 P.S. [ l''M,A041;01 ZAMMAR DP -37.72 P.S.F. +36.24 P.S.F. MODEL B FRONT ELEVATION INTERIOR GARAGE RIGHT SCALE: 1/4" •1"? fr r " Y11 ,,•"` e • e r e , . . . .. . . e ,.: C- 1 "..:f ", ' 1 r Y ,( ,; .9: 1: , IX ; -r-, ,.. ( , ,, T ''', i„. If '11' f1, ,, P A i ' -.:11 k ':: ',( '11 ,, ,‘ i'' ` f;':,.. .,,. '1' '1 I,' 1 ?.. ,,••... ,.., 0" r e 3p.• '••• , t sPrrY,, • 1 • , • • . • • , • • • „ • •‘• r °,• fr , \ EL] XVPINRWRFAIRMAI,m, DP— 46.93 P.S.F. +42.96 P.S.F. 0 DP -44,72 P.S,F. +41.40 P.S,F. DP -45.20 P.S.F. +41.56 P.S.F. . _ ... 1 .1 0 DP.-- 44,72 P.S.P. +41.40 DP -46.93 P.S.F. +42.96 P.S.E. MODEL B REAR ELEVATIO INTERIOR GARAGE RIGH SCALE: 1/4" =-0" //' • ‘1'1cA k • „ DETAIL CALE: 3/4'; r:0" 51 DECORATIVE FOAM / [BRACKETS „-• 811 3,1 / " 1 —8" D" DETAIL SCALE: 1/2" = CN DETAIL SCALE: 3/4" DETAIL V2:1" SCALE: 1 1/2" = 10" 6" DETAIL SCALE: f1/2" = T-0" 3" IX) ELEVATION LEGEND SPANISH ROOF TILE. 8"XI2" OUTLOOKEPS 6" PRECAST DECORATIVE BAND 'TEXTURED CEMENTIOUS MATERIAL FINISH ON CONC. BLOCK, CONSTRUCTION. MOUNTAIN LEDGE - ELDORADO STONE VENEER. SCREENED VENTS IN GARAGE DOOR WITHIN 7" OF FLR. PROVIDE 60 SO. IN, (MIN.) FOR EACH CAR. ALUMNI. (ESP. WHITE) DOORS, WITH SINGLE TINTED GLASS, (TIP.) 6" PRECAST CONCRETE SILL ALUMN. (ESP. WHITE) VVINDOW, WITH SINGLE TINTED GLASS (TYP.) 8" PRECAST DECORATIVE F3AND PRECAST 1'-8"Xlr-.8" [DECORATIVE ORNAMENT E3U11...T OUT BASE VV/ SMOOTH FINISH DECORATIVE SHUTTERS ATTACH VV/ TAPCONS 0 8" 0/0 EV. I MIN. EMBEDMENT. ALUMINUM RAILINGS TO REJECT 4" 0E3LIECTS, SUBMIT SHOP DVVGS. FOP APPROVAL. 3" PRECAST DECORATIVE BAND 6"Xl'-0" PRECAST DECORATIVE ORNAMENT VVITH METAL E3ARS. PRECAST DECORATIVE BAND ENTRY DOOR GARAGE DOOR ELEVATION NOTES: I. HURRICANE SHUTTERS INSTALLED ON SECOND FLOOR OPENINGS SHALL BE OF THE TYPE THAT CAN BE INSTALLED/ CLOSE FROM THE INSIDE WITHOUT THE USE OF A LADDER. 2, WIND PRESSURES Sl..-10VVN AE3OVE HAVE BE -EN ADJUSTED FOR Kci'--.1.0 1" DETAIL SCALE: 1 1/2" = 1'-0 WASH I I „ 2" 1 DETAIL SCALE: 1 1/2" = T-0" 2" DETAIL SCALE: 1 1/2" 9" ;(0 DETAIL SCALE: 1 1/2" = T-0" rifilif7/71 • /////'//& Z.// 2 _ 1 2" ip-k\ DETAIL V-:./ SCALE: 1 1/2" = T-0' CORWILARCHITECTS 4210 LAGUNA Si. CORAL GABLES FL. 33146 1,1(1,N0. AA 0002151 T,305..448.7333 PROJECT: OWNER: H AS E ,A / v y R A 1 ,1 (; R NS S EA i_ LENNA-\-) HOMES cz O Z LU CO ac 0 FY IRIS DRAWINGS IS lHh HOPI -R.1 -Y OF (10RWIL ARCHIE-CIS INC, UNLESS OTHERWISE PROVIDED FOR BY CONTRACT, THE- CONTENTS OF THIS DRAWINGS ARE CONFIDENTIAL AND SHAL NO1 BF RANSVIITED FO ANY OTHLR EXCEF( AS AGPLED 10 BY THE ARCHFIECU LNGINFERS, DATE: 1/13/2(112 201 2-5)1 LIF111V;iN11 A0/MC ASIC III I (210 02-(1)2 SHEET NUMBER: A-5.1 B Z Q: o D 00 IL 0 DO 0 0 0 o o k (.".:D) 11'011 F t I' I:".1 11 1111 r. ) 11 1 : 0.•9t, .b (.00 11.1 thulfi IEE .a.rod 11 = 1E) 11,....11 LEE Ir°,4 1E12:11,J 1 EHE D t / • • • • • _ • • di ).fiv11 rbq ),okkt ofnhl, urq (3i P.4 c.) .11 IL::: • IF IEE:EE IEEE IEEE IL._ \of ?"4 _ • • • • [10 CHITECS /4210 i_AGIJNA ST. CORAL GA3LES FL. 30146 LIC.NO, AA -0002151 T.305_448,7383 PROJECT: OWNER: PHASE REVISIONS SEAL LENNA-.) HOMES BLDG, DEPT. COMMENTS 08-15-13 COORDINATION 08-1 9-1 /1 THIS DRA‘NINGS IS THF PROPERTY Or CORWIL ARCH-ECTS INC. UNLESS OTHERWISE PROVIDED FOR BY CONIRACJ, THE CONIFNIS OF THIS DRAW NGS ARE CONFIDENTIAL AND SHALL N01 BE TRANSMITTED 10 ANY 0[1 -IEP PARTY EXCEPT AS AGREED 10 IV,' -k-Ir A RO.HPEC!,/ F,,IGINHRS DATE: JOB NC). DRAWN BY PPR BY 1 N L., : 1/13/2012 2012-01 AO/MC AMC TE) 02-1101 A 1 A C.L. KITCHEN // / • / 0 \ \ LIVING ROOM / LN. GREAT ROOM • STAIR • / / / / / 7/ // FOYER • GARAGE / / / • COVERED ENTRY • • • • GROUND FLOOR SCALE: 1/4" w 1'- O" / \ \ 0 41021 ()IL) \ / / / // / / MASTER BEDROOM / • A.H.U. •, // - W.I.CJ. / / / / • BEDROOM 4-1-4 _ o MI 1 IN 1StT a; am ® am am am m am A C L. BATHROOM // • / / / LAUND. MASTER BATH' o a \ LN. L...N. // // / // //- CORR. BATHROOM \ CL. BEDROOM -1-3 BEDROOM :ff 2 CL. SECOND FLOOR SCALE: 1/4" = 1,- O" A-5. / / / \ \ \ IL...,Y" Il....m IE: (;.: II::: � it II...... IE::,:.. IL:111E. IF::::II,...� � I::R I::) �..,.� jo!!++o. I1'\I r4.0.11 IP' \ )7-11'7E j CO RWI LA R C I- ITEMS 4210 LAGUNA Si. CORAL GABLES FL.. 33146 LIC.NO. AA -0002151 1.305.448 7383 PPM ECT: OV/HER: PHASE REVISIONS SEAL 1 ["ti i C 1 LENNAR HOMES V) LLJ F-- 0 z c _I V) LLJ (0.�} `.wF < 0 0 BLDG, DEPT. COMMENTS 08-09-13 OWNER REQUEST 08-13-13 COORDINATION 08-19-14 {HIS DRP'WiNGS IS THE PROPERTY OF COR'WIL ARCHITECT'S INC. UNLESS OTHERWISE. PROVIDED FOR 11Y CONTRACT THE CONTEN-S OF THiS DR,/,VbiNGS ARE CONFJGi.ti AL AND SHALL NOT BE TRANS/v-1F D TO ANY OTHER PARTY EXCEPT AS AGREED 10 BY THE ARCHITECT/ [NO NFERS. DATF: 1/13/2012 _ C,E3 o, 2012-01 DRAWN RY AO/MC A PPR BY AMC FII.F 26424DT SHEET NUMBER: + I0'-8 1/2" T.O. FINISH FLOOR (GYPCRET IF CONT. \NALL MOUNTED HANDRAIL 15 PROVIDED 0 (SEE DETAIL 3 4 THIS SHEET ) 1,NILL BE MOUNTED 34" MIN. TO 0 38" MAX. HIGH. 0 STAR HANDRAILS TO END AT NEVVELLPOST OR RE -:TURN TO FLOOR (TYPICAL) + 0.-0" FIN. FLR. SLAB NOT USED CLOSET O ..71 O i- nt co 0LLJ Di < 0 Z • .D (IP PO \NDEP. CORP I DOR ROOM RAIL I NG NOTE RAILING SHALL BE CAPABLE OF SUSTAINING A 50 PLF HORIZONTAL LOAD APPLIED IN ANY [DIRECTION AT THE TOP OF Tk-IE RAILING AS PER F.B.C.. HANDRAIL SHALL ALSO DESIGNED TO RESIST A LOAD OF NOT LESS 'THAN 200 L.B. APPLIED IN ANY DIRECTION AND AT ANY POINT ON TF -IE PAIL AS PER F.F3.0 SEC. I608.2„2.1 TYPICAL STAIR DETAIL SCALE: 1/2" = PICKETS SHALL BE SPACED TO REJECT A 4" DIA. OBJECT AT ANY OPENING - h. GYPSUM E3OARD IN ENCLOSED ACCESSIE3LE SPACES UNDER STAIRS AS PER F.B.C. R3I1.2.2 TYPICAL FRE STOP PROVIDE 2X6 CONCEALED FIRE STOF' 0 TOP, MIDDLE BOTTOM OF STAIR RUN AS PER 2320.2,3 FBC . ATTACH TO STRINGERS W/ (2) COMM. NAILS AT EA. CONNECTION. REFER TO DETAIL t17 THIS SlEE-T. CONTINUOuS - — GUARDRAIL BALLUSTER SPACED TO REJECT A 4" SPHERE SAFEGUARD / GUARDRAIL DETAIL SCALE: 1/2" = PROVIDE ROUND NOSING.E.-T-F-El.,—;TIVE. PRO-ECTION QF APF'. I INCH OVE' LEVEL IMMEDIATELY BEIOYV ME TREAD NAILS T() TTP, NA,LEZ S I AR SIV1I,UV ID° TREAD //x,,/z/r,•4 — TIP 2 X 4 NAILER FASTENED INTO CCNC. TYP CAL RISER / TREAD DETAIL SCALE: N.T.S. NOTE: STAIRS SHALL E3E FIRESTOPPED AT TOP, MID E E3OTT. OF EA. RUN AS PEW 2320,2,3 FE3C FIRE E3LOCKING SHALL BE PROVIDED IN ALL WALLS AND PARTITIONS TO CUT OFF ALL CONCEALED DRAFT OPENINGS BOTH HORIZONTAL AND VERTICAL AND TO FORM A FIRE BARRIER BETVVEEN FLOORS AND BETWEEN THE UPPER FLOOR AND THE ROOF SPACE. PER 705.3..1,1 ONE LAYER OF 5/8” TYPE "X" GYP. BOARD CONTINUOUS 1/VALL MOUNTED HANDRAIL SPACER FOR WALL. MOUNTED HANDRAIL \ 7- WALL MOUNTED HANDRAIL DETAILS SCALE: 1/2" = Ce HANDRAIL DETAIL (WALL RETURN) _) SCALE: 1/2" = UNDER STAR PROTECTION NOTE: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/7 GYPSUM BOARD AS PER F.Q.C. R311.2.2 EL. + 0'-0" FIN. FLR. SLAE3 - i" R 1 YP. TYPICAL STAIR FIRE BLOCKING DETAIL SCALE: 1/2" = I"R TYP. 2 SPACER FOR \NALL MOUNT CORWILARC ITECTS 4210 LAGUNA ST. CORAL, GABLES 033146 LiC.NO: AA 0002151 T.305:448./383 PROJECT: 0\ N OWNER: PHASE 4 1- M RA LENNAR OM 1ES c/) LU 0 R E 1 S 0 NS SEAL THIS NAWINGS L FHE PROPERTY OF CORWIL ARCHITECTS INC. UNLESS OTHERWISE PROVIDED FOR BY CONTRACT, inE- CONTENTS Of= THIS DRAWINGS ARE CONFIDENTIAL AND SHALL NOT BE TRANSMITTED LO ANY OIHER PARTY EXCEPT AS AGREED 10 TY THE ARCHITECT/ ENGINEERS. DAH DRAWN BY AFT. [3Y F SEILET NUMBER: 1/13/2012 2012-01 AO/MC AMC (Y.C.42-02 A -5.0C EL_ +19' -II" TOP OF BOND BEAM. AT ROOF SEL. + 10.-8 1/2" TOP OF 2ND LEVEL. FINISH FLOOR' (GYPCRETE) lib EL, - V-0" -fIF TOP OF BOND E3EAM AT 2ND LEVEL TOP OF IST LEVEL WINDOWS EL. + a-0" TOP OF FINISHED SLAB ,;$EL.. 17-11" TOP OF E3OND BEAM AT ROOF • -„,34-"'1' 5 12' r 1 11 DP=' 5542 P.S.F. +43,63 P.S.F. - L. -0 I ----HI DP -53.98 F.S.F. +41.40 P.S.F. a _ P.S.F. +41.56 P.S.F. DP= -44.72 P.S.F, +41.40 P.S.F. DP -46.93 P.S.F. +42.96 P.S.F. k" r L 12" 5' „ r '11! T.T 7 [ [' L. LZ „.. ... .. DP -46.93 P.S,F. +42,96 P.S.F. L. .... „. ..... .1 DP -46.93 P.S.F. t.42,96 P.S.F. .11 41-4" rIIt Fut If:Tr u EL. + 19' -II" TOP OF BOND BEAM AT ROOF EL. + 10-8 1/2" TOP OF 2ND LEVEL FINISH FLOOR (GYPCIRETE) • EL. - 9'-O" TOP OF BOND BEAM AT 2ND LEVEL„ • EL, + 8'-0" TOP OF 1ST LEVEL. WINDOWS EP -45.20 P.S.F. +41,56 P.S.F. DP -45.19 P.S.F, +36.24 P.S.F. MODEL A REAR ELEVATION MODEL A FRONT ELEVATION END - GARAGE RIGHT SCALE: 1/4" - 5" 12' END GARAGE RIGHT SCALE: 1/4" =0" 12" [ "-NH- EL. + 10-8 1/2" TOP OF 2ND LEVEL. FINISH FLOOR (GYPCRETE) EL. - 9'-0" TOP OF BOND BEAM AT 2ND LEVEL EL I- a- 0" TOP OF ST LEVEL WINDOWS EL. + Or -0" TOP OF FINI:,,-.31-ED SLAB DP -58.42 P.S.F. +43.63 P.S.F. DP -47,33 DP= -47.33 P.S.F. +43.63 P,S.F. +43.63 P.S.F. DP -53.98 P.S.F. -F41.40 P.S.F. MODEL A SIDE ELEVATION END - GARAGE RIGHT SCALE: 1/4" = T -O" 1 DP- 46.93 P.S.F. +42.96 P.S.F. DP= -47.33 P.S.F. +43,63 P.S.F. DP= -46.93 P.S.F. +42,96 P.S.F. DP= -57.03 P.S.F. +42.96 P.S.F. 17 [ EL. + 'TOP OF FINISHED SLAE3 8" A 11 R4" /" /Z" , , `1 // 4/ / /T DETAIL \_.L./ SCALE: 3/4" . T-0" DECORATIVE F0411 /// 5RACKETS (4) (N DETAIL SCALE: 1/2" = 1'-0" 3013" CN DETAIL SCALE: 3/4'' = T-0" 2" 1" (DPETAIL SCALE: 1 1/2" = 10" 6" 3" 3" DETAIL SCALE: 1 1/2" = T-0" [H_ [.L LX [4] ELEVATION LEGEND SPANISH ROOF TILE, 8"XI2" OUTLOOKERS 6" PRECAST DECORATIVE BAND TEXTURED CEMENTIOUS MATERIAL FINISH ON CONC. E3LOCK CONSTRUCTION, MOUNTAIN LEDGE - ELDORADO STONE VENEER. SCREENED VENTS IN GARAGE DOOR WITHIN 7" OF FLR. PROVIDE 60 SO. IN. (MIN.) FOR EACH CAP. ALUMN. (ESP. WHITE) DOORS, WITH SINGLE TINTED GLASS, (TYP.) 6" PRECAST CONCRETE: SILL ALUMN. (ESP. WHITE) WINDOW, WITH SINGLE TINTED GLASS (TIP.) 8" PRECAST DECORATIVE BAND PRECAST 1r- .8"Xr-8" DECORATIVE ORNAMENT BUILT OUT BASE W/ SMOOTI--1 FINISH DECORATIVE SHUTTERS ATTACH W/ TAPCONS * 8" 0/0 EW. I MIN. EMBEDMENT. ALUMINUM RAILINGS TO REJECT 4" OE3JECTS, SUE3M1T SHOP DWGS, FOR APPROVAL. 3" PRECAST DECORATIVE BAND 6"XI'-'-O" PRECAST DECORATIVE ORNAMENT WITH METAL BARS. PRECAST DECORATIVE E3AND EN"r'RY DOOR GARAGE DOOR ELEVATION NOTES: HURRICANE SHUTTERS INSTALLED ON SECOND FLOOR OPENINGS SHALL E3E OF TI --IE TYPE THAT CAN BE INSTALLED/ CLOSE FROM THE INSIDE WITHOUT TI -IE USE OF A LADDER. 2. WIND PRESSURES SHOWN AE3OVE HAVE BEEN ADJUSTED FOR Kc -1.0 cc Cir.\ DETAIL ji SCALE: 1 1/2" WASH 2" 11 DETAIL SCALE: 1 1/2" 0" 2" DETAIL SCALE: 1 1/2" = T-0" 77 9" 2" 3" 3" 1”1 DETAIL SCALE: 1 1/2" 2" [8-N, DETAIL / SCALE: 1 1/2" CORWILARC FECTS 4210 LAGUNA S11. CORAL GABLES F -L, 33146 LIC,NO. AA 0002151 T.305.448.7383 PROJEL1: 022 Ni E R: 011ASE REVISIONS S EA L 1 R A 1 LENNAR HOMES 00z 0 cz, LL.1 X LU ' 1J '00.' .''1--1i01. IT I HIS ERAWITIGS IS IHE FPOPERIY Ob C00111kFC1-111C IS NC, UNLESS OTHERWISE PROVIDED FOR BY CONTRACT, THE CONIEN1S OE THLS DRAWINGS ARE CONI AND SHALL NOT 3E TRANSMITTED 10 ANY OIHER PARTY EXCEPT AS AGREE) TO 3Y THE ARCHIIEC1/ ENGINEERS. H SHEE11 NUMBER: A- 1/13/2012 2012 01 AO/MC AOL 2012-01 5 0 Co. -•\ EL. + TOP OF BOND E3EAM AT ROOF EL, + 10r-.8 1/2" TOP OF 2ND LEVEL FINISH FLOOR. (GYPCIRETE) EL. - TOP OF E3OND BEAM + 6-0" TOP OF IST LEVEL 1/11\-ID0VVS LII 1 , {1 11111111 1 1' r.ep 11 11 1.1, 1" '(,, e.r 11 I1. 11111 f e `f ff6 1'1 r t e " r ( 1 !!(11 111 1 !-4 tkr !!' Li DP -46.93 P.S.F. P.S.F. DP ---46,93 P.S.F—sr +42,96 P.S.F. 1.10 A-5,0€3 Lc P? I _..1 TOP OF FINISI-IED - RPINIRIFAVRASJIMCP:"RNPRFIff-,.?:giain'N'APP-ItORN:NakilefiggiffiRMAN-"MI L ][ ELI t,F___ 1 LJ ,, j,:. 1 Li EL. 4 l9'-ir TOP OF BOND BEAM AT ROOF • EL. + la -8 1/2" TOP OF 2ND LEVEL FINISH FLOOR (GYPCRETE) EL. -- 9'-0" TOP OF BOND BEAM AT 2ND LEVEL EL. + 8'.-0" TOP OF IST LEVEL WINDOWS DP -45.20 P.S.F. +41.56 P.S.F. MODEL INTERIOR DP -37.72 P.S.F. +36.24. P.S.F. FRONT ELEVATION GARAGE RIGHT SCALE: 1/4" =-0" EL. ±0'--(Y TOP OF FINISHED SLAB „„„ ,,,,,,, DP -47.33 P.S.F. +43.63 P.S.F. --411 Ki) DP -44.72 P.S.F. +41.40 P.S.F. If I— - DP= -44.72 P.S.F. +41.40 P.S.F. DP= -45.20 P.S.F. DP -46,93 P,S.F. +41.56 P.S.F. +42.96 P.S.F. MODEL A REAR ELEVATION INTERIOR GARAGE RIGHT SCALE: 1/4" DETAIL SCALE: 3/4" -7-717:0" DECORATIVE FOAM 5RACKET5 00 00 00 1'-8" 2'2" 2'---O" DETAIL SCALE: 1/2" 1 - ELEVATION LEGEND SPANISH ROOF TILE. ral 8"X12" OUTLOOKERS 6" PRECAST DECORATIVE E3AND [2] E Lc] TEXTURED CEMENTIOLIS MATERIAL FINISI.--I ON CONC. BLOCK CONSTRUCTION. MOUNT -AIN LEDGE - ELDORADO STONE VENEER. SCREENED VENTS IN GARAGE DOOR WITHIN 7" OF PLR. PROVIDE 60 SQ. IN. (MIN.) FOR EACH CAR. ALUMN. (ESP, WHITE) DOORS, WITH SINGLE TINTED GLASS, (TTP.) 6" PRECAST CONCRETE-. SILL ALUMN. (ESP. WHITE) WINDOW, WITH SINGLE TINTED GLASS (TIP.) 8" PRECAST DECORATIVE BAND PRECAST r-8"Xl'-8" DECORATIVE ORNAMENT LI BUILT OUT BASE VV/ SMOOTH FINISH 1 DECORATIVE SHUTTERS ATTACH VV/ TAPCONS 8" 0/0 EW. I MIN. EMBEDMENT. ALUMINUM RAILINGS TO REJECT 4" OBJECTS, SUBMIT SHOP DVVGS, FOR APPROVAL. .2] 3" PRECAST DECORATIVE BAND [f.] 6"Xl"--0" PRECAST DECORATIVE ORNAMENT VVITH METAL E3APS. PRECAST DECORATIVE BAND ENTRY DOOR GARAGE DOOR ELEVATION NOTES: I. HURRICANE:: SHUTTERS INSTALLED ON SECOND FLOOR OPENINGS SHALL BE OF THE TYPE THAT CAN BE INSTALLED/ CLOSE FROM THE INSIDE WITHOLJT THE USE OF A LADDER. 2. WIND PRESSURES SHOWN ABOVE. HAVE BEEN ADJUSTED FOR Kel-1.0 (iN DETAIL iii J SCALE: 3/4" = T-0 /\ DETAIL SCALE: 1 1/2" 10" N 2" 1",1" / DETAIL SCALE: 1 1/2" = T-0" 6" 1' 3" 00 WASH 1 FP 2" 9" it) CORWILARCHITE 4210 LAGUNA SI CORAL GABLES FL. 33146 LIC.N0, AA -0002151 T.305.41187383 PRO JE(...: )VV N JL A RL 0 V\I R PHASE A T I i.,,,„ A A (; DETAIL SCALE: 1 1/2" = ovNoNs Fry///7/77 2 DETAIL (Tok \ DETAIL SCALE: 1 1/2" = 1'-0" Vs7 SCALE: 1 1/2" = T -Ow 2" CALE: 1 1/2" = (3\ DETAIL " SCALE: 1 1/2" = T-0" fa, DETAIL SEAL 7NNAR HOMES --- V) P0�Z F— LU < > LU 0 LU Cif 0 1--11 !HIS DRAVYINGS IS I HE PROPERTY (IF CORWIL ARC H ECIS UNLESS OTHERWISE PROVIDED FOR CONTRACT, 1HF corn ENIS Gb IHIS DRAWINGS ARE CONFIDENTIAL AND SHALL NOT BE TRANSMITTED 10 ANY OTHER PARTY EXCLFT /'S AGREED 10 BY THE ARCHITECT/ ENONEFRS, 1LAP L/PAWH HP /-HR 'r,V)/ F1 SHL17.1 NUMBER: 1/13/2012 2012-01 AO/MC A MC 2012-01 A -5.0B I ' T FI IL ..... „.. 3 11--11 !!" E 1 I 111 il i 11 11 1E: 4:7h H ii Li L ' I ! \ I 11 1 L.... E.. ..... ,; D u V 1 II 11\11 40 Nif"\I -11"" • • ! - _ ki$ ii::: c„--) / fi A urN,11c..—:41 • / - / / Tr/ • • • / CORWILARCHTECTS 4210 LAGUNA ST. CORAL GABLES L. 33146 LIC.NO, AA -0002151 1.305.448.7383 PROJECT: OWNER: PHASE REVISIONS SEA] \I [RA! ,\=; (.1 LENNAR HOMES (./) LU LLJ au 0 BLDG. DEPT, COMMENTS 08-15-13 C:OORDINATION 08-19 14 010:1:" 0 _T. /- • • /1- '11-11S DRAWINGS IS THE PROPERTY OE CORWIl RCHITEC-,S 'NO, UNLESS OTHERWISE PROVIDED FOR BY CONTRACT, THE CON ",'NfS IDE '1,-11S Di,WAINGS 40 CONFIDENTIAL ..!,N=1) I. ^J01 BE. IPA NS 11:1') IC) AI,v 0 - EXCEPT AS AGREED TO BY THE ARCHITECT/ ENGINEPS. ATE-: NI 0. 1--..!!! AWN r3Y A PP R TEE E 1/13/2012 2012-01 AO/MC AMC 12-(D2 A-5 OA / CU • // • KITCHEN LIVING ROOM • • /// PN. • _ STAIR -. FAMILY ROOM DINING ROOM / // PR. LN. 0 • / // / FOYER 0 COVERED ENTRY - _ - • GARAGE • \ 4e` GROUND FLOOR SCALE: 1/4" = 1'-O" /7 • / / 71 IEE L.... 71i." .17 ' - 1 -- ' 1 7 -7 • MASTER li BEDROOM / / / • \ • • / // BATHROOM MASTER BATHROOM 7/ • WI.C. 1 0 /• MI MI PP IP IP II 1111 MI PO II MI MI NI el • mi w A. _ H.U. _1 / // / /7 0 1 // / LAUND. CORR. 7/ \ 1 • BEDROOM #2 • / • • 0 CL. ( ) • LN. / /// 0 CL. • BEDROOM #3 17.1:1 C.) r `11 „.,.g II"°,4 IE / -H ” _ P."41 r,"'.4 / llk 11 it IEE - /1- CORWILARCHITECTS 4210 LAGUNA ST. CORAL GABLES FL. 33146 AA -0002151 T.305.,4487383 PROJECT: OWNER: PHASE REVISIONS 11 I R „N LEN NAR HOMES (I) LU 0 Z < 0 ----I cl-ce 0 0 ILL BLDG. DEPT, COMMENTS 08-15-13 COORDINATION 7 ' - 08-19-14 • • • \ , • \ • / / - / ROOF BELOW SECOND FLOOR - --- /--- __EL— 11 ---,7 -. 1/ SEA1 THS DRAWINGS IS [HE PROPERTY OF CORWIL ARCHITECTS NC, UNLESS OTHERWISE PROVIDED FOR BY CON I RAC" THE CON hills Oh 1 HS DRAWINGS ARE CONE AHD SI-IALL NOT BE 1RANWITTED TO ANY OTHER PARTY BURT AS AGREED 10 BY THE ARCHITECT/ ENGINEERS PATH: 1/13/2012 2012-01 DRAWN BY AO/MC APPR By AMC E- CPW2-02 SHEET NUMBER: SCALE: 1/4" = 1 - 0" A- .0 EL. 19'-H" OP OF TIE BEAM EL. 10.-8 1/2" TOP OF SECOND FLOOR EL. 9.-0" TOP OF TIE BEAM • GARAGE -EL. 8'-O" TOP OF IST FLOOR WINDOWS 0.-9"FIN. FL. SLAB EL19.:111"__ OP OF TIE BEAM EL. 10.-8 1/2" TOP OF SECOND FLOOR iallTh EL. 9.-0" TOP OF TIE BEAM * GARAGE Si EL. 8.-0" TOP OF IST FLOOR WINDOWS EL. 0-0" FIN, FL. SLAE3 EL. 19 11" OP OF TIE BEAM EL. 10.-8 1/2" TOP OF SECOND FLOOR EL. 9.-0" TOP OF TIE E3EAM O GARAGE 'EL. 8' -0" TOP OF IST FLOOR A 1 NDOWS -EL. 0.-0" FIN. FL. SLAB '17011211•/.01'5'40, LI , IT.11:TT1.1.1/111/f-L1 17:1 0 -1-1—) ..••.----•-, LP:1 LI L..] 1.1] Ei 171171 MODEL D GR 11 Itry LI [I LJ LILal [12 EWE 1171 ED ------- D ti7113 A El E. El= 1171 171171 HIT MODEL B (3R Li LI [..L [11 m LJILIIT 1 -7= 1.11.J ELL' LULL L11 LI] ---11711=E:1 L-11[T1'LLI LL,L.1 ELLL,1 Li 1E1 L E. EI1 T' fLIIILII] FITTIL1[T1 P1LHIJ MODEL A GR MODEL C GR MODEL A GR FRONT ELEVATION SCALE: 1/8" = 1O" '11T110.0.,„ rr I Ir .0; 10-0 L LL ‘„ , 1 II MODEL A GR MODEL C GR MODEL D GR LEFT END ELEVATION SCALE: 1/8" =0" „_••••,, — L -------- -- 7' 1 t).1,717:011;[1.,:77 1[ [1/ — 11 • [1 ................... [02[31 MODEL A GR MODEL B GR MODEL D GR REAR ELEVATION SCALE: 1/8" = MODEL A GR RIGHT END ELEVATION SCALE: 1/8" 0" WINDOW DOOR NOTE: FOR WINDOW F., DOOR PRESSURES REFER TO INDIVIDUAL PARTIAL UNIT PLANS. EL. 19.-11" OP OF TIE BEAM EL. 10.-8 1/2" TOP OF SECOND FLOOR EL.. 9.-0" TOP OF TIE BEAM GARAGE EL. 6-0" TOP OF IST FLOOR WINDOWS EL. 0.-0" FIN. FL. SLAB CORWILARCHITECTS 4210 LAGUNA ST. CORAL. GABLES 0 33146 1.1C.NO, AA -0002151 T.305.448.7383 Pk'OJEC A -1 TR1 [RAI:AG C1 OWNER: 0E -1A S RE -VISIONS S [AL LENNAR omrs z 0 LU > LU LU Z 0 L1 LU X LIJ -"D [11e. /11'12,',11'[. 1. 11[L1'1 h[11[1 10[1,[, "1111:1.10 .'[1'11[1[1',1101'1 '( 01/\,1, .2[,[1-;[-1.11,1-',. [ [L111.1[["0 1H6 DP/0111GS TS 'HE PROPERTY OF CORM AP:CT-111E0S INC UNLESS OTHERV.IISE PROVIDFD FOR CONTRACT, THE CONTENTS OF THIS DRAWINGS ARE CONFIDENTIAL AND SHALL NOT BE TRANSMITTED TO ANY OMR PARTY EXCEPT AS AGREED 10 BY THE ARCHITECT/ ENGINFEPS. /00 NO, DRAWN H A 'h'1,110 S1--ILEt NUMBER: A-4.0 1/13/2012 2012-01 A 0 / 00' A 00 20201 '1 34 DENOTES CONCRETE TIE BEAM, REFER TO STRUCTURAL DWGS. FOP DETAILS AND SCHEDULES. 0 I'-4', 4'--4" , a- / 5" 3'-5 1 / 7-7 11' Y2" COVED ... _. 1 / II / / y(i-r) // CEIL,NG AT MASTER IV BEDROOM 1,4, TYP, 1 -TYP, ATTIC ACCESS- CENTER IN CLOSET E3EL01,1 t'-8" 4,-4" • r TYP. 2X6 SCREEN VENT (TYP.) 6'-I0" / /I 17 1'11 7, 111 //• ,/ / 111111111 /i[ /1111' / 4111 41111'/ / / 1 1 / 41 / 2' 1 v,) ' 3, 11,1; , f 7'-10' // its11,/, r 'IL / , 11/ / 1/ , r /111(/ / /1111/ / / ,////11I/7' / , [ 7' / At/ ; • 114 . • / / 4 • / .111/ / ,/ 1 / '// ,f" / / r" / A /,, ./ ,i... ' 'lL,, , 1L T)F. 40TYP0T P. ' 1 Ai 1 ''' / / 11 1.1 l• / 7' 111/ / / /./ 4 l 7 / ,'111.4 / .- 4 '1114" N4,1/ HATCH AREA H',/.,, 'i:;,/, ., ' i /4/ ./ iiii//,." „. /41r4 / I I l' / / -''' - DENOTES 2 HOUR / .•111, / FIRE RATED ROOF `'-,,,,,,:: ,,, T./ ,--.' ,,i AREA (TYP.) I / * .414' *CP / / - TYP, ATTIC /' 111 / ACCESS- CENTER ,/ (Li/ IN CLOSET E3ELO'A /.' // / / ,/ f '7t -"H7 / 1 4/ • /111/ /1 / 1,1 ' / /./ 1,11 ,/ (111/' • / 1 1 / ./J 1/1 / 4 1;1(7401 T P. //IJL/// /1 //,/ /1 // / / / /41)/ / / ////111/' / /111-,/ / 11/ „, 7/1M//7" /I 1 ///1\ / 0.1.217. aiu,.....76/Yr4.2=9.11) / 1 7 SLP. SLP. Rxx=17...rz zroz • , 5,-8' .ata.n...-Ivarr..nanzr.«......mra",am=ar...1.7=wcatr.,:nazram SL I'-`2" MODEL D GR 15'4' MODEL 13 GR 3'-10" •1' MODEL A GR 7 7 T-9' 7-10" 14'-0" 0 3'-2' SLOP 11-0" ON, IMIT31,,,T111,11.1X ?' 2' CONTINUOUS SCREENI VENT THROUGHOUT FRONT ELEVATION. 12'-10 MODEL C GR /2'-9' 1 YP, 3'- 0 6`-8" MODEL A GR ROOF GEOMETRY PLAN SCAL EE: 1 /8" -0" GENERAL ROOFING NOTES THE ROOFING PLAN IS GENERAL IN NATURE AND INDICATES APPROXIMATE CONDITIONS AT THE PROJECT SITE AT THE IME THE ROOFING IS READY TO F3E INSTALLED. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. 2. GENERAL CONTRACTOR TO COORDINATE WITH TRUSS MANUFACTURER AND MECHANICAL CONTRACTOR TI -4E PROVISION OF ALL A/0 DUCT WORK OPENINGS THROUGH TRUSSES. SUBMIT SHOP DWGS. TO ARCHITECT FOR APPROVAL. 3. GENERAL CONTRACTOR AND TRUSS MANUFACTURER TO COORDINATE ALIGNMENT OF TRUSSES. IF ANY DISCREPANCIES, CONTACT ARCHITECT PRIOR TO FABRICATION OF TRUSSES. 4. FOR COMPLETE ROOF PLAN DETAILS REFER TO STRUCTURAL DRAWINGS NOTES:, - FOR COMPLETE ROOF PLAN DETAILS REFER TO STRUCTURAL DRAWINGS. 2 - SEE TYP. WALL SECTION FOR VENT SIZE F, SPACING 3 - VENTS NOT REO'D. AT GABLE ENDS 4 - VENTILATING OPENINGS SHALL BE PROTECTED WITH CORROSION - RESISTANT WIRE MESH. THE OPENINGS THEREIN SHALL BE ,1/8' (3.2 MM) MAXIMUM, AS PER F.E3,C. R4409.13.3.2.3 UNIT D -END ' A -INT 1C -INT A -E -ND AT IC VENT CALCULATIONS NET FREE ACTUAL. VENTILATING RATIO AREA REQUIRED VENTILATING AREA 1/150 8.860. FT, I 8.935 SQ. FT, I/150 8.68 SQ. FT. 8.69 SQ. FT, 1/150 7.98 SO, FT, 8,77 SO. FT. 1/150 892 SO. FT, 8.98 SQ. FT, 1/150 8.41 50. FT. 8.85760. T. CEILING AREA 1,320 SQ. FT, 1,303 SQ. FT. 1,198 SQ. FT. 1,338 SO. FT. 1,2611 SQ. FT. CORWILA \CHITECTS 4210 LAGUNA 31, CORAL GAULS LL. 33146 AA -0002151 1.305.448,7383 PROJEC : VENTS TO BE SPACED BETWEEN STUDS AND NOT WITHIN FIRE RATED AREA, PROVIDE NON -CORROSIVE SCREEN VENTS W/ 1/8' MAX, SCREEN OPENINGS (TYR) GARAGE ATTIC VENT CALCULATIONS UNIT... 'D -END 'E3 -INT 'A -INT C -INT A -END CEILING AREA 138 SQ. FT. RATIO 1/150 TOTAL NET FREE VENTILATING AREA REQUIRED 0.92 SQ. FT. 138 SQ. FT. 1/150 0.92 SQ. FT. 138 SQ. FT, 1/150 0,92 SO. FT. 2' CONTINUOUS LINEAR VENT ACTUAL VENTILATING AREA 3.729 SQ. FT. 3.729 SQ. FT. 3.729 SQ. FT. PHASE ,1 f !.; ,,\ 1 (1 0 86V1510 NS SE:AL LENNAR HOMES 00 Z 0 IhIS DRAWINGS IS THE -.KOREklYu LORW 1 ARCHIIEC UNLESS OTHERWISE PROVIDED FOR BY CONTRACT, CONTENTS OF 1I4,3 DRAWINGS ARE CONFIDENIIAL AND SHALL NO( BE TRANSMITTED 10 ANY OTHER PAR -TY EXCEPT AS AGREED TO BY THL ARCHITF.GT/ ENGINEERS. 51.155.1. NUmBER: 1 / 13/2/2 2012 01 AU/Mc; AMC 2012 01 1.• En 7- 9" 0 MASTER BEDROOM 261-0" 141-8" 6'8" 0, MASTER I BEDROOM I 2'-2" 491-4" BEDROOM *4 1 4" 0 126-0" (5) MASTER BEDROOM 151-1" TER 251-8" 131-11" MASTER BEDROOM L. 6'-2" c (": , • I 011 BEDROOM *4 11 '1‘ / " 4 9 01 11 W I. [7771 I I et-AkHR9 ifL 251-0" 15'71" 14C-14 711!' 21-9" MASTER TER BEDROOM_ LJ,JATH TT\ ITIIF,94:51I WC: 21 \, I MASTER EOATH CL - 74, BEDROOM *3 BEDROOM *3 LN. SEC:300M *3 I3EDROOM *2 BEDROOM *3 BEDROOM *2 ••`1 LO 10'-5" ^ ^ ^ MODEL D GR 5'-2' 251-4" LINE DENOTES 6'-0"1--110k CONTINUOUS WOODEN FENCE (TYP.) '1-1;09" 26'-O" 0 4 MODEL B GR 101-2" LIVING ROOM FOYER FAMILY ROOM DINING GARAGE I ; vitOi KITCHEN 11 77-7)PNI,, LIVING ROOM L MODEL D GR 4' -8" - I o' fl 201-4" 6 - 0" 0 101-2" 4' 49,-4" 7'-1" V 1, 121_ MODEL A GR 101-6" 29' 8" 1261-0" 1261-0" 21-4' / MODEL c GR r 10`-2" 101-2" 201-4" 251-8" . . I n ' LIT : )LLL GREAT ROOM GARAGE LIVING ROOM 1:FOYER RD: FAMILY ROOM DINING ROOM 14- GARAGE FOYER 71-1" 7' -9" MODEL A GR 101-6" 251-0" 25'- 0" FAMLY DINING ROOM ROOM LIVING ROOM 1 MODEL E3 MODEL A GR GR 20 -4 0 -4-2' rz/ ' '4 10 4'-8" • 20 -4' 0 " L" z 4' " .. • GARAGE MODEL C. GR 10-2" LIVING ROOM [ip FOYER FAMILY ROOM DINING ROOM '7' 5" 9 - \ P Cr.) ft) 0 NO ID I. PROVIDED 2 HOUR FIRE RATED WALL AT TYPICAL DEMISING WALL BETWEEN UNITS, SEE TYPICAL WALL SECTION 4, SHEET A-7,0 FUR DETAIL th ALL ENTRY DOORS SHALL BE 01=3NA1 ED EMERGENCY MEANS OF ESCAPE AND SHALL COMPL Y WITH F.B.C1, 1005,4,5 SECOND LEVEL FLOOR PLAN SCALE: 1/8" T- 0" (2) )‘' GROUND LEVEL FLOOR PLAN SCALE: 1/8" = 1O" CORWILARCHITECTS /1210 LAGUNA SI. CORAL GABLES EL. 33146 AA -0002151 T305.448.7383 R0 LC 1: ()WNER: 111 A'S R EV ISIO NS 5‘, FAL LENNAR HOMES 0 z < eL LQ LU a CL I- 0 0 U z 1-1-1 V) oo cJ /11 .1\11/0 II:C/1 0 1/ , 0c 101,1,1' 4/.1121 ' 11.1111AI 1,144,11( I :1, I I 0 I 101. DRA'AIINGS IS HE: PROPERTY OF COIMIL ARCH.TECTS INC. UNLESS OTHERWISE PROVIDED FOR BY CONTRA c,T IHIE CONI/NIS 0 iHIS DRAWINGS A,'E CONFIDEN-iiiAT AND SHALL NOT BE TRANSMITTED TO ANY OIELR PAR1Y EXCEPT AS AGRLED 10 BY IHE ARCHITECT/ ENGINEERS. I :Aft:: 44-4. 00 SHEET NUMBER: .0 1 /13/2012 2012-01 AO/MC AMC. 2012-01 CONSULTANTS: STRUCTURAL NODAL STRUCTURES INC. 10318 N.W. 55th ST. Suite 101 Sunrle Florid 33351 Tel: (954) 741-2572 Fax: (954)741- 8635 M.E.P. JIMM CONSULTING ENGINEERS, LLC. 8353 SW 124th ST., SUITE *108 MIA I , FLORIDA 33156 0 : (305) 255-1821 F : (305) 255-1732 CERT. OF AUTH. *56018 FORCED ENTRY PREVENTION NOTES: PROVIDE INTRUSION AND BURGLARY SECURITY DEVICES AS PER ALL APPLICAE3LE REQUIREMENTS OF THE -FLORIDA E3UILDING CODE, 2, ALL LOCKS FOR EXTERIOR DOORS SI-4ALL E3E CAPABLE OF RESISTING A FORCE. OF 300 LBS. APPLIED IN ANY MOVABLE DIRECTION AND IN ACCORDANCE WITH RESISTANCE STANDARDS SET FORTH IN THE FLORIDA BUILDING CODE. 3. ALL. SINGLE EXTERIOR SWING DOORS S1-4\LL HAVE A LOCK TO BE KEY OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 600 POSSIBLE KEY CHANGES OR LOCKING AUXILIARY SINGLE DEAD BOLT WITH HARDENED BOLT INSERTS. 4. THE ACTIVE LEAF OR PAIRS OR EXTERIOR SWING DOORS SHALL HAVE SAME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING DOORS, THE INACTIVE LEAF SHALL HAVE MULTIPLIED POINTS OF LOCKS WITH 5/8" MIN. THROW BOLTS WITH INSERTS. 5. JAMBS OF ALL EXTERIOR OFFSET TYPE IN SWING DOORS SHALL BE RABETTED OR OF SIMILAR FABRICATION TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND THE INTEGRITY OF THE LOCKS AND LATCHES. 6. HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON -REMOVABLE: PINS AND NON -EXPOSED SCREWS, • GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE 297,1, 8. WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO THAT NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION AND SO AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MAGS. 9. IF BARS, GRILLS, COVERS AND SCREEN ARE INSTALLED ON ANY EMERGENCY ESCAPE AND RESCUE OPENINGS, THOSE SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS, OR SPECIAL KNOWLEDGE. TYPE OF CONSTRUCTION: CONST. TYPE VB, UNPROTECTED, GROUP R3 OCCUPANCY AS PER FLORIDA BUILDING CODE 2010 TOWNHOME SEPARATION WALLS: 21 -IR FIRE RATED GENERAL NOTES: SUMMARY OE WORK, INTENT OF DRAW.NGS IS THAT THE CONTRACTOR'S SOO: OF WORK WILL CONSIST OF FURNISHING ALL LABOR, MATEERIAL, AND EQUIPMENT NECESSARY AND REQ,JIRED TO COMPLETE THEE WORK AS INDICATED ON PLANS. 2. CONTRACTOR SHALL E3E- RESPONSIBLE- FOR EXCAVATION CTF-- FOOTINGS„ ALL FORMING WORK, PLACEMENT OF REINFORCING STEEL, T--)OURING AND FAISHING OF ALL CONCRETE, L,A,YING BLOCKS AND CAP CONSTRUCTION. CONTRACTOR WILL BE REQUIRED TO OBSERVE AND COMPLY WITH ALL FEDERAL, STATE, AND LOCAL ORDINANCES THAT AFFECT THOSE ENGAGEID EMPL0YE:0 ON THE PROJECT, THE MATERIAL'S,; OR EQUIPMENT USED, AND THE CONDUCT OF THE WORK. 3. DRAWINGSDRAWINGS ARE SCHEMATIC SHOWING RELATIVE LOCATIONS AND CONNECTIONS AND SHALL NOT BE SCALED FOR EXACT LOCATIONS, THE ARCH TECTuRAL AND 5 TE. CONDITIONS SHALL. GOVERN, SHOULD ANY DIFFICULTY OCCUR IN THE RUNNING OF PIPES OR DUCTS, SETT NG OF DEVICES OR CONNECTIONS AT ANY POINT SOWN, CONTACT RCHI TECT /ENGINEER PR I OR TC) PROCEED NE.7; WITH THE WORK, 4. SURVEY, 'BEFORE coNTRAcToR SHALL MAKE 4 T HOR °UGH SURVEY OE THE SITE AND TAKE INTO CONSIDERATION ALL CONDITION'S THAT MAY AFFECT THEIR PERFORMANCE. 5. CONTRACTOR. WILL CONSTRUCT WALLS ACCORDING TO CONTRACT DRAWINGS AND SPECIFICATIONS AND VVILL MIX AND USE MATERIALS FOR CONSTRUCTION IN c0m:DI2A,NcE WITH MANUEACTURER'S SPECIFICATIONS, ANY DEVIATION FROM CONTRACT DRAWINGS OR MANUFACTURER'S SPECIEICATIONS REQuIRE APPROVAL BY THE ARCHITECT, 6. CONTRACTOR SHAL.. VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND JOB, SITE CONDITIONS .RELATED TO THS \A/0RK ANY DISCREPANCIES IN DIMENSIONS OR SPECIAL MODIFICATION REQUIRE -D DUE TO E=VEL._,E) CONDI TIONS SHALL BE REPORTED IN WRITING TO THE ARCHITECT FOR CLARIFICATION OR APPROVAL OF MODIFICATION BEFORE COMMENCING WORK. THE RESPONSIBILITY FOR ANY CHANGES MA DE ON THE FIEL, D W TI-0..„.IT PRIOR NOTIFICATION TO THE ARCHITECT, SHALL REST WITH THE CONTRACTOR OR ANY (:)7ER FDER5oN AppRovNG suck.;4 CHANGE::, 7. ALL DIMENSIONS SHALL DE CONSIDERED "NOMINAL: UNLESS NOTED OTHERWISE. WRITTEN DIN1ENSIONS SHALL GOVERN'. DO NOT SCALE FROM DRAWINGS. DIMENSIONS ON LARGE SCALE DRAWINGS OR DETAILS WILL PREVAIL OVER SMALLER SCALED DRAWINGS. ALL ANGLES ARE TAKEN AT 90 'DEGREE 1._NLESS OTHERWISE NOTED, L. C;ONTRACTOR WILL DIE RESPONSE:1LE. FCDR OBTAINING ALL NECESSARY PERMITS AND INSPECTIONS REQUIRED FOR THE PRO -ECT, 9, Al_ WORK SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, LATEST EDITION, ACI 318.33 AND ALL APPLICABLE STATE, LOCAL REGULATIONS AND ORDINANCES HAVING JURISDICTION OVER THE PRO -ECT. 10. AL_ MANUFACTURERS, SUPP-IERS, AND FABRICATORS SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION, II. WOOD, ALL WOOD IN CONTAar VVITH MASONRY OR CONCRETE SHALL BE STRUCTURAL GRADE EXTERIOR PRE -PRIMED WOOD (NO LESS STRENGTH THAN NO. 2 GRADE OF SOU-THIERN PINE, DOUGLAS FIR -LARCH, HEM -FIR CR SPRUCE-PINIE-FIR) 12. 4.L._ COLOR PATTERNS OE FINISES AND OTk-IER MATERIAL OF DESIGN SHALL BE APPROVED OR SELECTED BY THE OWN1ER AND ARCHITECT. 13. GENERAL CONTRACTOR SHALL BE RESPONSIBLE F.-=0;? ALL SUBCONTRACTORS WORKING AT JOB SITE AND FOR COORDINATION OF WORK AMONG THEM, THE MECHANICAL AND ELECTRICAL CONTRACTORS SHI,ALL Ftr,J,,,y COORDINATE ALL WORK WITH THE OTHER TRADES, THESE CONTRACTORS SHALL BE RESPONSIBLE FOR THE FINAL HOOK,_.)IP OF ALL EC.)LIPMENT NOT FURNISHED BY THEM BUT REQUIRING THE SAME FOR FINAL COMPLETION. 14. ALL OF TI!!EE CONTRACTOR'S EQUIPMENT SCAFFOLDING HOISTS, ETC., SHALL BE AVAILABLE TO THE OWNER/ARCHITECT AND HIS STAFF' POR INSPECTION OF ANY AND ALL WORK DURING NORMAL WORKING HOURS, 15. THE CONTRACTOR 15 RESPONSIBLE FOR ALL DELIVERY POINTS, HOISTS LOCATIONS, ACCESS TO AND FROM THE CONSTRUCTION SITE AND UTILITY SERVICES WITH CONTRACTING OFFICER OR HIS AUTHORIZED REEPRESENTATIVE, 16. THE CONTRACTOR SHALL HAVE THE CONSTRUCTION SITE SECURED AT ALL TIMES UNTIL FINAL ACCEPTANCE OF \NC.)< E3y OWNER, 17. ANY SUBCONTRACTOR CUTTING INTO WORK. ALREADY COMPLETED, CUTTING CHASES AND OR TRENCHES FOR THE FNTRODUCTION OF HIS WORK AND ECUIPME-NT, SHALL DO OR PAY FOR ALL BACK FILLING, REPARATION OF WALLS, FLOORS, ETC., DAMAGED BY SUCH COMPANY. 18. PROVIDE GALVANIC INSULATION BETWEEN ALL DISSIMILAR) ME-TALS. 19. CONTRACTOR SHALL VERIFY SIZE OF ALL DOOR OPENINGS AND EXACT DOOR SWING AS PER ARCHITECTURAL FLOOR PLANS, CONTACT THE ARCHITECT IF ANY DISCREPANCIES ARE EOLIND BEEORE ORDERING DOORS AND/OR FRAMES. 20.CAULKNG AND SEALANTS, INSTALLATION SHALL BE GUARANTEED WEATHER TIGHT. EXTERIOR METAL WORK, INCLUDING WINDOWS, DOOR .ERAMES AND ALL .UNCTIONS BETWEEN MASONRY, CONCRETE AND METAL SHALL BE SEALED 'WITH NEOPRENE OR POLYURETHANE FILLER AND APPROVED SEALANT COMPOUNDS. 21. TERMITE TREATMENT: BlUILD.NG(5) SHALL HAVE PRE -CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED 3Y TILE "ELORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES". A "CERTIFICATE. OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY PERFORMING THE TREATMENT. (AS PER FEB.C. R3.20,I R4409.13.5.) 22. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIRE -VENTS OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY, CONTRACTOR) SHALL FAMILIARIZE HIMSELF VVITH THE GOVERNING CODE IN ITS ENTIRETY AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE WHICH MAY NOT BE SPECIFICALLY ADDRESSED ON THESE PLANS AND NOTES, 23, ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. VVINDOVV UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE THE F,E3.0. C.:`,HAPTER 13 ENERGY E-EFICIENCY SECTION, 24. WINDOWS SHALL E3E IN:37 ,t!LLED t, ND FLA, SHED IN ACC,C.-N?D/L NOE VIITH THE N1E-NUE T URERS IVR I 1! .1! E N 1 NS7 4LLAT ION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL.. DE PROVIDED E3Y THE MANUFACTL.RER FOR EACH WINDOW, 25. ALL_ CONSTRUCTION SHAL_L COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE (HVHZ) SECTIONS OF THE F.B.C. 26. THE WORD ',STUCCO" WHERE IT APPEARS ON THE PLANS REFERS TO A CEMENTIOuS FINISHING MATERIAL WITH MIAMI-DADE COUNTY APPROVAL, AND IN NO WAY IMPLIES A SPECIFIC MIX OR MANUFACTURER, 27. ALL INSULATION MATERIALS SHALL HAVE FLAME SPREAD INDEX NOT TO EXCEED 25 Vi 1TH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84, (AS PER F.B.C. R302.10.1) 28, WALL AND CEILING E=NIsH,Es 5H4LL HA\JEE A FLAME SPREAD INDEX NOT GRATER THAN 200 PER R302.9.1 AND 4 SMOKE DEVELOPED INDEX NOT GREATER THAN 450 PER R302,9,2. INDEX OF DRAWINGS: COVER SHEET ARCHITECTURAL A- 1.0 A- 2.0 A- 3.0 A-4.0 A5.0 A- 5.0A A- 5.08 A- 5.0C A- 5.0D A- 5.1 A- 5.1A A- 5.18 A- 5.1C A- 5.2A A- 5.2B A- 5.2C A-5.3 A- 5.3A A- 5.3B A- 5.3C A-6.0 A- 7.0 GENERAL NOTES & INDEX OF DRAWINGS BUILDING FLOOR PLANS (1/O") No, UILDING ROOF GEOMETRY PLAN (1/8") BUILDING EXTERIOR ELEVATIONS (1/8") UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT 'A' FLOOR PLANS & NOTES (1/4) 'A' SCHEDULES INTERIOR ELEVATIONS (1/4") 'A' - EXTERIOR ELEVATIONS (1/4) - STAIR AND HANDRAIL DE TAILS "B' FLOOR PLANS NOTES (1/4) 'B' SCHEDULES - INTERIOR ELEVATIONS (1/4') "B' - STAR AND HANDRAIL DETAILS "C' FLOOR PLANS & NOTES (1/4") SCHEDULES - INTERIOR ELEVATIONS (1/4") - STAIR AND HANDRAIL DETAILS UNIT TY FLOOR PLANS & NOTES (114") UNIT 'D' SCHEDULES UNIT 1Y - CO NER LEFT - EXTERIOR ELEVATIONS UNIT - STAIR AND HANDRAIL DETAILS TYPICAL. WALL SECTIONS DETAILS (1/4") MECHANICAL / ELECTRICAL PLUMBING M-1.0 M-1.0 M- 1.0 M-1.0 M-1..0 M-1.0 E-1,0 E- 1.1 E-1.2 E-1.3 P- 1.0A P- 1.0B P- VIA P- 1.1B P- 1.2A P- -1.28 P- 1.3A P- 1.3B P-2..0 UNIT 'A' INTERIOR - UNIT 'A' EXTERIOR UNIT 'B' INTERIOR - UNIT 'C. INTERIOR - UNIT 'C' EXTERIOR UNIT 'D' EXTERIOR MECHANICAL PLAN & DET ILS - MECHANICAL PLAN & DETAILS MECHANICAL PLAN & DETAILS MECHANICAL PLAN & DETAILS - MECHANICAL PLAN & DETAILS - MECHANICAL. PLAN & DETAILS UNIT 'A' GROUND & SECOND FLOOR ELECTRICAL PLANS UNIT 'B' GROUND & SECOND FLOOR ELECTRICAL PLANS UNIT 'C' GROUND & SECOND FLOOR ELECTRICAL PLANS UNIT 'EY GROUND & SECOND FLOOR ELECTRICAL PLANS UNIT 'A' GROUND & SECOND UNIT 'A' GROUND & SECOND UNIT GROUND & SECOND UNIT 'B° GROUND & SECOND UNIT 'C' GROUND & SECOND UNIT 'C' GROUND & SECOND UNIT 'D' GROUND & SECOND UNIT TY GROUND & SECOND PLUMBING NOTES & DETAILS STRUCTURAL 8- 1 8- 2 8- 3 S- 4 8- 5 S. -e TYPE 2 FLOOR PLUMBING FLOOR PLUMBING FLOOR PLUMBING FLOOR PLUMBING FLOOR PLUMBING FLOOR PLUMBING FLOOR PLUMBING FLOOR PLUMBING - FOUNDATION PLAN BUILDING TYPE 2 - BUILDING TYPE 2 BUILDING TYPE 2 BUILDING TYPE 2 BUILDING TYPE 2 PLA (SANITARY) PL ANS (DOMESTIC WATER) PLANS (SANITARY) PLANS (DOMESTIC WATER) PLANS (SANITARY) PLANS (DOMESTIC WATER) PLANS (SANITARY) PLANS (DOMESTIC WATER) SECOND FLOOR FRAMING PLAN - ROOF FRAMING PLAN - STRUCTURAL DETAILS STRUCTURAL DETAILS - STRUCTURAL NOTES CORWILARCHITECTS 4210 LAGUNA ST. CORAL GABLES FL, 33146 LIC,NO. AA C002151 1305A48./383 PROJ EC L: „AWN OWNER: PHASE REVISIONS SEAL :NhAR HOMES <0 CZ - LU z LU 0 0 X LU jj 0,, a F- Z Cf) Z iT! 1 !!!• 1 T. ! 11) !: !!! Ty -0E1' ' (,) !!!.!/!!!!! !!!!.. THS DRAY\ 111GS IS 1HF FROI,ERFY OF CORM bRC,f rECTS It1C, UNLESS OTHERWISE PROVIDED FOR BY CONTRACT, THE 00111ENTS OF THIS DRAwINGS ARE CONFIDENTIAL AND SHALL NOT BE 111AINSWITED 10 ANY OTHER PAR -1y EXCFPF AS AGREED 10 BY THE ARCHITECT/ ENGINEERS, cy Al 0 _I (BIB NC) L.) R AVV N BY APPR SHEE1- NUMBER: 1/13/2012 2012-01 A0/00 A M 2012-01 PRO •SED TO ENCES BY: LE NINIAIR BU FLORIDA DIN G 04 E IL (5A) L-4 '141,1:11 ;41m *04. ...Thvetter.oprpteVAlt.... Tc. `FrfT7- 77/7 441' Fr11-11.,„1, rin EXTREEM L][IJLIJEjL1LLijLjLJ , Li] EJEI; 'OEM ED El= H1,1 Frvi !:i : , H 1371 17117171flEJ [71E1 El] [II Ell ..LTJETJ iirz : ET= EDE] ET] P P D BY: CORWILA RCHI EC s 4210 LAGUNA ST, CORAL GABLES FL. 33146 AA -0002151 t305.448.7383 U-T.S (SC CT NC) 0009343 42 A 01..AGUNA IREU 3'3146 DO Nu I CUT CENTRAL LEADER THIN BRANCHES BY 25% - RETAIN NATURAL SHAPE OF PLANT, PAINT ALL CUTS OVER 1/2" DIAMETER WITH TREE PAINT BLACK VVELLINGTON 1/2" WIDE NYLON TAPE REMOVE BURLAP FROM TOP OF ROOT BALL 3" MULCH LAYER, GRADE "A" 2" LAYER OF NEW TOPSOIL . 4" EARTH BERM / MINIMUM 2" x 2" x 2" x 0" P.T. PINE WOOD STAKE OR 45 RE -BAR 2-0" LONG. POSITION TO SECURELY STABILIZE TREE 12" ROOT , 12" MIN. BALL -"—MIN. BACKFILL EXISTING SUBSOIL LARGE TREE PLANTING DETAIL BRACERS CROSSMEMBER BURLAP FOOT PAD BRACING DETAIL WRAP (5) LAYERS OF BURLAP TO TRUNK AT POINT OF SUPPORT 't 2" X 4" CIFROSSMEMBERS NAILED TO BRACES 2 (2" x 4") WOOD BRACERS IN " X" SHAPE NAILED l TOGETHER (see detail above) 4" EAR Ili BERM 3" MULCH LAYER, GRADE "A" 2" LAYER OF NEW TOPSOIL BACKFILL SOIL ' EXISTING SUBSOIL 12" ROOT. 12" BALL rMIN.7“ VERTICAL. HEIGHT THIN BRANCHES BY 25% RETAIN NATURAL SHAPE OF PLANT - PAINT ALL CUTS OVER 4" DIA. WITH TREE PAINT - DO NOT CUT CENTRAL LEADER TREES OF SAME SPECIES TO BE MATCHED IN GROWTH CHARACTER GUY WIRE - 412 DOUBLE STRAND TWISTED - WRAP TWICE AROUND TREE TRUNK WITH TWO-PLY RUBBER HOSE AT ALL POINTS OF CONTACT - ATTACH WIRE TO STAKES 4" EARTH BERM / 3" MULCH LAYER, j GRADE "A" 2" LAYER OF NEW TOPSOIL 7 r BACKFILL SOIL 7/ / EXISTING SUBSOIL / 2 9. REMOVE BURLAP FROM TOP / OF ROOT BALL PLAN T BAIL MINIMUM 2" x 2" x 6" P.T. PINE WOOD STAKES OR 45 RE -BAR TWO PER TREE - POSITION TO SECURELY STABILIZE TREE FINISH GRADE %; SMALL TREE PLANTING DETAIL REINFORCED RUBBER // HOSE /// DETAIL BLACKNYLONWELTALINGPTEON 1/2" WIDE 2"x2"x 2'-0" P.T. PINE WOOD STAKE OR 45 RE -BAR 2-0" LONG TREE PIT ROOT BALL BLACK WELLINGTON '2'" WIDE NYLON TAPE PLAN ‘.- BLACK WELLINGTON (" ,/ WIDE NYLON TAPE MINIMUM 2" x 2" x 2" x 0" P.T. PINE WOOD STAKE OR 45 RE -BAR 2'-0" LONG. POSITION TO SECURELY STABILIZE TREE TYPICAL TREE GUYING DETAIL TRIM ONLY DEAD AND BROKEN FRONDS - DO NOT CUT CENTRAL - LEADER WRAP (5) LAYERS OF BURLAP 70 TRUNK AT POINT OF SUPPORT (3) 2" x 4" x 6" P. T. PINE WOOD CLEATS . WIRE WITH GALVANIZED METAL STRAP AS SUPPORT FOR WOOD BRACERS - DO NOT NAIL BRACES TO THE TRUNK (3) 2" x 4" P. T. PINE WOOD BRACE @ 120 DEGREES APART. PAINT TO MATCH TRUNK COLOR IF REQUIRED N z 11 CC' O 2" x 4" x 12" PINE FOOTPAD FOR SOFT SOIL CONDITIONS SUCH AS SAND, BURIED 3" BELOW GRADE 4" EARTH BERM / 3" MULCH LAYER, GRADE "A" 2" LAYER OF NEW TOPSOIL 2"x 4"x 12" FOOT PAD t, FOR SOFT SOIL CONDITIONS SUCH AS SAND; BURIED 3" BELOW GRADE. CURVED TRUNK PALM PLANTING DETAIL PLANTING NOTES: PLANT MATERIAL SHALL NOT BE PRUNED PRIOR TO INSTALLATION - AFTER PLANT HAVE BEEN INSTALLED, EACH PLANT SHAI L BE PRUNED FOR UNIFORMITY 3" MULCH AS SPECIFIED OVER ALL PLANTING BEDS LIMIT OF SOD LINE - ALL SOD TO BE LAID AS PER DRAWINGS (SEE LANDSCAPE PLAN) EXISTING SUBSOIL SPACING AS PER PLANS MULCH EDGING - ALL PLANTING BEDS ADJACENT TO SOD AREAS SHALL RECEIVE A 4"-6" DEEP LAYER OF MULCH 1 6" , PLANT BAIL PLANTING SOIL TYPICAL SHRUB PLANTING DETAIL -All plant material is to be Florida Number 1 or better pursuant to the Florida Department of Agriculture's Grades and Standards for Nursery Plants. - All plants are to be top dressed with a minimum 3" layer of Melaleuca mulch, Eucalyptus mulch or equal. -Planting plans shall take precedence over plant list in case of discrepancies. -No changes are to be made without the prior consent of the Landscape Architect and Owner. Additions and or deletions to the plant material must be approved by the project engineer. -Landscape Contractor is responsible for providing their own square footage takeoffs and field verification for 100% sod coverage for ail areas specified. - All landscape areas are to be provided with automatic sprinkler system which provide 100% coverage, and 50% overlap. - All trees in lawn areas are to receive a 24" diameter mulched saucer at the base of the trunk. - Trees are to be planted within parking islands after soil is brought up to grade. Deeply set root balls are not acceptable. - Planting soil for topsoil and backfill shall be 50/50 mix, nematode free. Planting soil for annual beds to be comprised of 50% Canadian peat moss, 25% salt free coarse sand and 25% Aerolite. - Tree and shrub pits will be supplemented with "Agriform Pelts", 21 gram size with a 20-10-5 analysis, or substitute application accepted by Landscape Architect. Deliver in manufacturer's standard containers showing weight, analysis and name of manufacturer. DISTANCE TO CENTERLINE WILL VARY ACCORDING TO SPECIES AND HABITAT OF GROWTH SO THAT MATURE PLANTS WILL NOT OVER LAP ONTO SIDEWALK, STRUCTURES, PAVED AREAS, ETC. SIDEWALK - DISTANCE BETWEEN PLANTS SHOULD BE FAR ENOUGH TO ALLOW PLANTS TO REACH MATURE SIZE WITHOUT INTERFERING WITH GROWTH OF ADJACENT PLANT MATERIALS -TY P ICAL CURB AND GUTTER SPACING OF PLANTS AS INDICATED ON PLANTING PLAN TYPICAL CONTAINER SPACING DETAIL SOD NOTES: - Sod is to be grade "A" weed free. GREY WOOD 12" ROOT 12" MIN. BALL MIN. CLEAR TRUNK OVERALL HEIGHT NOTE: ALL PALMS WITH A CLEAR TRUNK HEIGHT OF 6' FEET OR MORE ARE TO BE STAKED. BACKFILL SUBSOIL EXISTING SUBSOIL STRAIGHT TRUNK PALM PLANTING DETAIL NOTE: IN MOST CASES, TRIANGULAR SPACING IS PREFERRED. USE SQUARE SPACING ONLY IN SMALL RECTILINEAR AREAS. SQUARE SPACING MULCH EDGING ALL PLANT BEDS ADJACENT TO SOD AREAS SHALL RECEIVE A 3" DEEP LAYER OF MULCH LIMIT OF SOD LINE - ALL SOD IS TO BE LAID AS PER DRAWINGS (SEE LANDSCAPE PLAN) PLANTING SOIL MIX AS SPECIFIED EXCAVATE TO A MIN DEPTH OF 12" AND BACKFILL WITH -- PREPARED PLANTING SOIL TRIANGULAR SPACING SPACING AS PER PLANS TOP OF MULCH SHALL BE 1/2" / BELOW PAVEMENT PAVED WALK TYPICAL GROUNDCOVER PLANTING DETAIL EXISTING SUBSOIL - All areas marked "LAWN" shall be solid sodded with St. Augustine 'Floratam' solid sod. See limit on plan. All areas marked 'Bahia Grass' shall be solid sodded with Paspalum. - Provide a 2" deep blanket of planting soil as described in planting notes this sheet. Prior to planting, remove stones, sticks, etc. from the sub soil surface. Excavate existing non -conforming soil as required so that the finish grade of sod is flush with adjacent pavement or top of curb as well as adjacent sod in the case of sod patching. -Place sod on moistened soil, with edges tightly butted, in staggered rows at right angles to slopes. - Keep edge of sod bed a minimum of 18" away from groundcover beds and 24" away from edge of shrub beds and 36" away from trees, measured from center of plant. - Sod Shall be watered immediatley after installation to uniformily wet the soil to at least 2" below the bottom of the sod strips. - Excavate and remove excess soil so top of sod is flush with top of curb or adjacent pavement or adjacent existing sod. GENERAL NOTES: - The Landscape Contractor is to locate and verify all underground and overhead utilities prior to beginning work. Contact proper utility companies and / or General Contractor prior to digging for field verification. The Owner and the Landscape Architect shall not be responsible for any damages to utility or irrigation lines (see Roadway Plans for more utility notes). - Landscape Contractor is to verify all current drawings and check for discrepancies and bring to the attention of the Landscape Architect prior to commencing with the work. -All unattended and unplanted tree pits are to be properly barricaded and flagged during installation. - All planting plans are issued as directives for site layout. Any deviations, site changes, etcetera are to be brought to the attention of the Landscape Architect for clarification prior to installation. .I( 'fl.2) -) 0 (1) 0 0 CO CO Revisions: Seal: Lic. # LA0000889 Member: A.S.L.A. 0 0 0 0 0 Drawing: Landscape Details Date: 01/08/2014 Scale: NTS Drawn by: LDC Sheet No,: Cad Id,: 2013-000 L SURROUNDING LANDSCAPE SHOWN FOR REFERENCE ONLY. SEE OVERALL PLAN FOR DETAILS SURROUNDING LANDSCAPE SHOWN FOR REFERENCE ONLY. SE E OVERALL PLAN FOR DETAILS SURROUNDING LANDSCAPE SHOWN FOR REFERENCE ONLY. SEE OVERALL PLAN FOR DETAILS LANDSCAPE PLAN NORTH Scale: 1=1O' -O" 1 . 1 . 1.1 1 111.11111M=EIMIIMM 1 11111111111.111.1,1“.1.1...1.1.1.1.44141.414.4111111111 ....11111111110,10ll SIDEWALK SWALE CURB STREET TREE TYPICAL, SEE OVERALL PLANS FOR EXACT SPECIES AND LOCATION c.•-•.„,-,,-,-.„,,,,---,,--.,,---,,,--•,-,,,V-,,-,,v,"--v"--.,,-N..,-v--N.,-.,,-ve'sre'-',.,-,,P-N,",v,W-v--Y-N,,. LANDSCAPE LEGEND PARKLAND 1 ZONE DISTRICT: MULIT-FAMILY (TOWNHOUSES) Gross Land: 11,214 sq. ft. REQ. PROV. TREES: 1 Trees per 2,000 s.f.: 28 6 10 Note: 50% of required trees shall be shade trees 50% of Trees shall be Native Street Trees: 1 Per 40 I.f. TOTAL NUMBER OF TREES SHRUBS: (20 shrubs per 2,000s.f. inc. A/C screen) GROUNDCOVERS: (10 shrubs per 2,000 s.f.) TOTAL NUMBER OF SHRUBS 100% OF REQUIRED SHRUBS SHALL BE NATIVE No plot shall contain less than 60 shrubs and 5 trees LANDSCAPE LIST 3 9 112 56 112 112 3 13 165 62 165 118 TREES SYMBOL QUAN. PROPOSED MATERIAL DESCRIPTION 0 1 Lagerstroemia indica 'Tuskegee' 14' HT. X 6' SPR. LI 3" CAL. TUSKAGEE CREPE MYRTLE F. G. SINGLE TRUNK *Clusia rosea 16' HT. X 7 SPR., 3" CAL. 0 CR 2 PITCH APPLE F. G. 02 CD PIGEON PLUM F. G. *Coccoloba divers flora 10' HT. X 5' SPR. 2.5" CAL. *Conocarpus erectus 'sericeus' 10' HT, X 4' SPR. 2" CAL, 3 CES SILVER BUTTONWOOD F. G. Cl FOXTAIL PALM F.G. Wodyetia bifurcate 22' O.A. HEIGHT WB 3 SHRUBS AND GROUNDCOVERS SYMBOL QUAN. PROPOSED MATERIAL *Crinum auguslum 'Queen Emma' PURPLE CRINUM LILY CA 2 CG 59 CI 39 CV 7 CT 2 DE 12 FM 15 FV 1 IV *Clusia rose 'nana' SMALL LEAF CLUSIA *Chrysobalanus icaco 'Red Tip' RED TIP COCOPLUM Codieaum variegatum 'Mammey' RED - YELLOW CROTON Cordyline fruticosa 'Red Sister' TI PLANT Duranta erecta 'Gold Mound' GOLD MOUND DURANTA DESCRIPTION 3' O.A. HT. 7 GAL. 24" HT. X 24" SPR. / 24" O.C. 3 GAL, 24" HT. X 24" SPR. / 24" 0.0. 3 GAL. 24" HT. X 24" SPR. / 24" 0.C. 3 GAL. 4' O.A. HT. 4PPP 3 GAL. 24" HT. X 18" SPR. /18' 0.0. 3 GAL. Ficus microcarpa 'Green Island' 15" HT. X 15" SPR. / 15" O.C. GREEN ISLAND FICUS Furcraea variegata VARIEGATED FALSE AGAVE ----------- 22 10 PL 37 PN 18 LAWN As Required Ixora taiwanese 'Dwarf DWARF IXORA *Ilex vomitoria °Shillings" DWARF YAUPON HOLLY Pentas lanceolata "New Look Pink" DWARF PENTAS *Psychotria nervosa WILD COFFEE Stenotaphrum secundatum 'F oratam' ST. AUGUSTINE GRASS * DENOTES NATIVE SPECIES 3 GAL. 3' 0.A. HT. 7 GAL. 24" HT. X 18" SPR. / 18" 0.C. ) 3 GAL. 12" HT. X 12" SPR. / 18" 0.0. 3 GAL. 12" HT. X 12" SPR. / 12" 0.C. 1 GAL. 24" HT. X 24" SPR. / 24" 0.0. 3 GAL. SOLID EVEN SOD _613 LJLL OD co 0 t' - a_ NDSCAPE PLAN Revisions: &Revisions per City of Parkland comments. 1.14.13 & Revisions per City of Parkland comments. 2.6.13 Revisions per City of Parkland comments. 1.9.14 Seal: Lic. # LA0000889 Member: A.S.L.A. Drawing: BLDG.4 Landscape Plan Date: 01/08/2013 Scale: See Left Drawn by: LDC Sheet No.: L- 1 Cad Id.: 2011 LEGEND: BACK FLOW PREVENTER CATCH BASIN ta CABLE JUNCTION BOX � CENTERLINE m CLEANOUT © CONC. MONUMENT o ELECTRIC S[HV|CE 0.-1') ELEVATION, EXISTING ELEVATION, PROPOSED EDGE OF WATER FIRE HYDRANT FLOW ARROW FENCE, CHAIN LINK FENCE, METAL FENCE, WOOD FPL (ELECTRIC) PAD HANDICAP PARKING l� LAKE (TRACT L-2) 4011 B11 LD a � 3 ` - 4 2 3',v AATERVEN ',NAY ` NO x 46 ` 6 , 4 3 m* z 47 / ° "'" ^ 1 "^^° ill ^` 15 9 3 ~ , r^ ` ° 2 on 3 ^� . TO`AA PARC CIRCLE NORTH ^` 31.1m 3 /` 2` u o s o ^ LD B ILC INB "n ° " ^ " 3 IL 2 1•71 2 THIS SURVEY 4 = = � 1'3 4 JIL ` 2 22 ^ ` 2 3 4 5 ` , � 2 ^ LD ` ` NG " ' " 23 5 ` " 1707•N PARC C RCA.E SOUTH 6 ,/^ «"° 3 0 z 33 , LPL ' � ` u 4 ^ ^ HILLSBORO SBORO BU VD LOCATION |ON MAP NOT 10 SCALE © MANHOLE, DRAINAGE C) MANHOLE, SANITARY ~ NAIL & DISC LB2935 A NAIL 8c TIN TAB -~ POLE ANCHOR �� POLE, CONC. 4- POLE, METAL - 0- POLE, WOOD \/,/ SANITARY S[RY|CE(S) `- SIGN 8 TELEPMONE, JUNCTION BOX o WATER METER [xi VALVE YARD DRAIN 5 8-22-14 TW SMP 4 3-7-14 SMP 3 1-24-14 SMP 2 09-04'13 KDM SMP 1 05-21'13 TW SMP Ati**14101���� FINAL SURVEY SLAB SPOT FORMBOARD SPOT CORRECT UNIT 4 TO MODEL 2056 PLOT PLAN NO. DATE BY CK'D REVISIONS 614101**11A 1x "^ �.11111I .`^111111^1 !,~1u ^~1` ~ NIAliiii114010110•141110011*******14111 -111 ^"^"^" » ^ SCALE: 1^=2O' DATE: 00'00-13 DRAWN BY: TW CHECKED BY: SMP FB/PG: XX / XX -XX SURVEY TYPE: PLOT PLAN PROPOSED 2 STORY TOWNHOME BLDG 3 ` ° ^'~ ' �^v.3PAVERS PAM ��� ^ -_2t .07_^ 11A104,"" 110/1 PARCEL "D" N�O»��'��v� 126.00' '`"" ""°" `- 0 n�� o*in ir)��� -+_ = Ce▪ l CD UNIT 1 BUILDING 4 MODEL 2045-D 20.0' � ' �/l ^� B: PAD Q� PARCEL "D" u N 0073'04" W 20.23' 17.1' PAVER DRIVEWAY (70 25.67' "^-'/ .^ 18.9' . ' PAVERS - 0.8' PATIO .2'X3.2' A/C PAD UNIT2 BUILDING 4 PAVERS \I m S. LINE PARCEL HILLSBORO BLVD - . � .(�.v[` ~^. SOUTHWEST CORNER PARCEL "0", 1 ,^ ."w*1, .11,1.1"w"~/"1 IMMAIACIAga / / MODEL 1967-e 20.25' 16.9' PAVER DRIVEWAY �� � -==� u.00'A^ 6' WOOD FENCE 5'X6.3' ~� `., PAVERS`.^ PATIO A/C 1 PAD z 5'X6.3' PAVERS PATIO UNIT3 BUILDING 4 28TORY-5UNIT 'C.8S.TOVVNMOME 114.70' - MODEL 1887-A 4.1 20.33' 17.1' PAVER DRIVEWAY PAD 25.00' A/C PAD UNIT 4 BUILDING 4 MODEL 2056-C 4.6 UNIT BUILDING 4 w 20.25' 17.2' PAVER DRIVEWAY /i, /), / 25,00' 25.00'70 «�0U»�����"1��0q' ^^"^�""" W '�"�"^ / PAVERS \ / PAVERS PAVERS 2' VALLEY GUIIER | (77 | /�' �/� | TOWN PARC CIRCLE SOUTH PAVEMENT 40' R/W MODEL 1887-A 20.23' 0.00' 17.2'DRfVEWAY 25.33' 4' CONC. S/W / PAVERS PARCEL "D" 37.62' CARNAHAN • PROCTOR • CROSS INC. .^ I11,1111.11 11 CONSULTING ENGINEERS . SURVEYORS . PLANNERS 6101 W. ATLANTIC BLV[)., SUITE 201, MARGATE, FL 33063 PHONE: 954-972-3959 F/\)(: 954-972-4178 WEBSITE: www.carnahan-proctor.com .1,11 " .o,../*.^= + 1 ."� " "~11,11,."11111,u1.1.1 .1^"���m� LEGAL DESCRIPTION A PORTION DF PARCEL "D", DEBUYS PLAT', ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 180. ON PAGES 147 THROUGH 167 OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. BEING MORE PARTICULLARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF SAID PARCEL "D"; THENCE, NORTH 8938'56^ EAST ALONG THE SOUTH LINE OF SAID PARCEL "D", A DISTANCE OF 260.20 FEET; TMENCE, NORTH 00'23'04" WEST, A DISTANCE OF 201.00 FEET; TO THE POINT OF BEGINNING; THENCE, CONTINUE NORTH 00'23'04^ WEST, A DISTANCE OF 102.44 FEET; THENCE NORTH 89^36'56^ EAST, A DISTANCE OF 12600 FEET; THENCE, SOUTH 00'23'04^ EAST, A DISTANCE OF 102.44 FEET; THENCE, SOUTH 89'36'56^ WEST, A DISTANCE OF 126.00 FEET TO THE POINT OF BEGINNING. SAID LANDS LYING AND SITUATE IN THE CITY OF PARKLAND, BROWARD C0UNTY, FLORIDA AND CONTAINS 12.907 SDUARF FEET AND/OR 0.298 ACRE3, MORE OR LESS. (ALSO KNOWN AS BUILDING 4, TOWN PARC AT MIRA LAGO) NOTES: 1. THIS DRAWING IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. THIS DRAWING IS THE PROPERTY OF Q\RNAHAN-PROCTOR-CRDSS, INC.' CERTIFICATE OF AUTHORIZATION NO. LB2838 AND SHALL NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION. 3. THE LANDS SHOWN HEREON ARE SUBJECT TO ALL EASEMENTS, RE5ERVAT|DmS, RIGHTS-OF-WAY, AND RESTRICTIONS OF RECORD. 4. ALL EASEMENTS SHOWN HEREON ARE PER THE RECORD PLAT UNLESS OTHERWISE INDICATED. 5. THIS SKETCH WAS PREPARED WITHOUT BENEFIT OF A TITLE SEARCH. FOR INFORMATION CONCERNING R|GHT3-0E-WAY, EASEMENTS RESERVAT|ONS, AND OTHER SIMILAR WAJ7ER5OF PUBLIC MATTERS RECORD, AN APPROPRIATE TITLE VERIFICATION NEED BE OBTAINED. G. BUILDING TIES ARE PERPENDICULAR OR RADIAL TO THE BOUNDARY LINES UNLESS OTHERWISE NOTED. 7. BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF THE "DEBUYS PLAT", BROWARD COUNTY FLORIDA, SAID SOUTHWEST LINE BEARING NORTH 01'15'O9" WEST. 8. BENCHMARKS REFER TO THE NATIONAL GEODETIC SURVEY PID AJ8785 SURVEY DISC IN CONCRETE MOMUMENT-STAMPING=H 548 2001 CERP SEVEN MILES MORE OR LESS WEST OF STATE ROAD 7 AND 12 FEET NORTH OF THE NORTH TOP OF BANK HILLSBORO CANAL ELEVATION= +14J3 NGVD CONVERTED FROM NAVD 88 USING THE ARMY CORP OF ENGINEERS CORPSCON PROGRAM VERSION 6.01 9. THE ELEVATIONS SHOWN ARE FOR THE PURPOSE OF INDICATING THE GROUND ELEVATIONS ONLY AT THE POSITIONS SHOWN AND IN NO WAY INDICATE ELEVATIONS AT ANY OTHER LOCATIONS OTHER THAN AS SHOWN HEREON. 10. FLOOD ELEVATION INFORMATION: A. FIRM MAP NO. B. DATE OF FIRM C. FIRM ZONE D. BASE FLOOD ELEVATION : E. COMMUNED' NUMBER : 11. ADDRESS: UNIT 1: 9629 TOWN PARC UNIT 2: 9627 TOWN PARC UNIT 3: 9625 TOWN PARC UNIT 4: 8623 TOWN PARC UNIT 5: 9621 TOWN PARC 12011C 0135 H 8-18-14 X N/A 0135 CIRCLE SOUTH, CIRCLE SOUTH. CIRCLE SOUTM, CIRCLE SOUTM, CIRCLE S0UTH, PARKLAND, PARKLAND, PARKLAND, PARKLAND, PARKLAND, FLORIDA, FLORIDA, FLORIDA, FLORIDA, FLORIDA, 33076 33076 33076 33076 33076 12. AREA OF THIS PROPERTY IS 10.201 SQUARE FEET OR 0.234 ACRES, MORE OR LESS. 13. THERE HAVE BEEN NO UNDERGROUND IMPROVEMENTS LOCATED IN CONNECTION WITH THIS SURVEY EXCEPT AS SHOWN HEREON. 14. THIS SURVEY IS CERTIFIED TO THE FOLLOWING: 1. 2. J. ABBREVIATIONS: A A/C B.C.E.D B.C.R. (C) C.B.S. CH C.L.F. C.M.E. CONC. D D.B. D.E. EL E.O.W. E.S. F.D.OI F.F. F.H. FND. GAR. M.C. L.E. ARC LENGTH AIR CONDITIONER SLAB BROWARD COUNTY ENGINEERING DEPARTMENT BROWARD COUNTY RECORDS CALCULATED CONCRETE BLOCK STRUCTURE CHORD CHAIN LINK FENCE CANAL MAINTENANCE EASEMENT CONCRETE D[LTA DEED BOOK DRAINAGE EASEMENT ELEVATION EDGE OF WATER ELECTRIC SERVICE FLORIDA DEPARTMENT OF TRANSPORTATION FINISHED FLOOR FIRE HYDRANT FOUND GARAGE HANDICAPPED IRON ROD u'ic CAP LANDSCAPE EASMENT LAST DATE OF FIELD WORK: 8-22-14 L.M.E.SURVEYOR'S CERTIFICATION: (M) MH. N/D N.G.VD. N/T N.T.S. N.V.A. O.R.B. (P) P.B. P.B.CR. PG. P.L.S. P.O.B. P.D.0 PROP. R/WR T.O.B. U.E. LAKE MAINTENANCE EASEMENT MEASURED MANHOLE NAIL & DISC NATIONAL GEODETIC VERTICAL DATUM NAIL & TIN TAB NOT TO SCALE NON -VEHICULAR ACCESS OFFICIAL RECORDS BOOK PLAT PLAT BOOK PALM BEACH COUNTY RECORDS PAGE (5) PROFESSIONAL LICENSED SURVEYOR POINT OF BEGINNING POINT OF COMMENCEMENT PROPOSED RADIUS RIGHT-OF-WAY SIDEWALK TOP OF BANK UTILITY EASEMENT | HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON COMPLIES WITH MINIMUM TECHNICAL STANDARDS FOR SURVEYS AS CONTAINED IN CHAPTER 5J17-6. FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTE5, AND THAT SAID SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. TLE PROFESSIONAL SURVEYOR AND MAPPER FLORIDA REGISTRATION NO. LS5630 111'.1,11," ^ 114 BOUNDARY SURVEY �~U 0� U �� U K�~UU����U 0 �. .. .. .�~� TOWN PARC AT MIRA LAGO BUILDING DUNG 4 FILE NO. 120508 SHEET 1 OF 1 +.^,w.1u^.w^"m^".um^I 11010***11ffilliiii*S******WidiglAlligilifikldlitatlimlin 11o I / mall mn.m/,,,,2"" ^,o 1,1, u,11/*.,111,1,111°="1.=III hill "wM1MiN SEAL ° - ' ol 11140101th 11 IIHO_IL 1i, - � � � 1 = � LAKE (TRACT L-2) 516 WATERV E22-5 WAY /o+, `'`^ WATmmnnLE . � '` 4 ,�- 3�- `- �"� ' 5 _ ,_- -2 -2-4-• , ^ 2,29 • 3 a 2_ • 1 ", `~ n ,' ' � � » � ° 5 2 --_+___ �r R ` _---� 6�� � �,,, 5 �I, 5 �_� _ ^.°� ,-�=-� 4 •22-�=_ 4 -�^ 0 44 , 'x` ,-22 5��, 1 6 1 _,_ °"u ^ 6 55 PARC 015001 ` "a,' 11 ~«� � 1 2 3110 ,^ " ^ 3 , BL IL' IN 31 THIS -CAM, PARC 015016 SURVEY HILLSBORO BLVD LOCATION K��|� �-����r�/ ,��/a '".^,. NOT TO SCALE LEGEND: '~+ BACK FLOW PREVENTER D0 CATCH BASIN A CABLE JUNCTION BOX CENTERLINE CLEANOUT CONC. MONUMENT ELECTRIC SERVICE ELEVAT|ON, EXISTING ELEVATION, PROPOSED �=_-_-_=-B_-= EDGE OF WATER � FIRE HYDRANT LOW ARROW "--�-- [[NCE. CHAIN LINK FENCE, METAL F[MCE, WOOD FPL (ELECTRIC) PAD HANDICAP PARKING 0 IRON ROD (5/8") 34 CAP LB2935 65) MANHOLE, DRAINAGE (g MANHOLE, SANITARY * NAIL 84 DISC LB2936 is NAIL 34 TIN TAB POLE ANCHOR * � POLE, CONC. + POLE, METAL - POLE, WOOD / SANITARY SERVICE(S) SIGN TELEPHONE, JUNCTION BOX WA1 ER METER >‘1 VALVE g YARD DRAIN w o °^ ^-24/==-°="^-="°6416;2~~=2 ..:N1111,A1 2 09-04-13 KDM SMP CORRECT UNIT 4 TO MODEL 2056 1 05'21'13 TW SMP PLOT PLAN NO. DATE BY CK'D REVISIONS 1 SCALE: 1,=20' 00-00-13 / w.4.61611.1 18,619.1 o.6, 11111 6.618,161,1.6,111.11156,11.1,„ 11, 64,31*2 Ik2 22222 1122112121 1361111. ^1 11161"^.181,1 ,^w*�Ls',,mweLSmvegomvw*umExn^+s DATE: I DRAWN BY: TW 'r CHECKED SMP FB/PG: XX / XX -XX SURVEY TYPE: PLOT PLAN FB/PG PROPOSED 2 STORY TOWNHOME BLDG 3 \ • 25 67' � � � L o00/~_ 0-900. 3'X3' � . A/C "m } (� .--4- = cp ( CD 0.00' �OA''`' '`'.— rAVER _ 25 99 POOR. 6 FENCE UNIT 1 BUILDING 4 MODEL e045'0 TYPE -11(5A) | � 2uJ3' -� `[r � � - 0.4 � � � [l ' 25.00'25��I �m PROP. 3'X3' PAD PATIO UNIT2 BUILDING 4 � Li PARCEL "D" PRIVACY FENCE , . PRIVACY FENCE .r- UNIT BUILDING PROPOSED 2 STORY -5 UNIT �8STOVVNHOME GAR. EL, ~ MODEL 1967-n 16'; npE-u(5A) . 20.33' PROP. PROP. PAVER PAVER DRIVE:WAY DRIVEWAY 25.67' -7- pROP / PA VF n", .' 'VO~~ � ••••-. MODEL 1887-A ��� |20.33' PROP. 18' PAVER DRIVEWAY CD 4 66' n2V5.0 1. . 25.00' `9,5-;|o -p1/� 76 ' - r1,10r�. PROP. 6` PRIVACY .",~- . PROP. PATIO 25.66' UNIT4 BUILDING 4 MODEL 2056-0 PROP. PAD r.V7 24.99' UNIT BUILDING 8 4 4.66' MODEL 1887-4 uJ 20.33'pR0r� 'm' 8' DRIVEWAY CV PAVER � PAVERDRIVEWAY ' 25.00 •2 -1, -,-'''_ PARCEL "D" N 89'36'55^ E P.O.C.�^' 260.20' N 00'23'04" W � PR -OP. 2'v�U�con. GUTTER ! <�` | /><, \ --____-1. �'^...� `�5 �| .^~"�`~J /�^ - TOWN PARC CIRCLE PROP. PAVEMENT S. UNE PARCEL ^D^ -`\ HILLSBORO BLVD SOUTHWEST CORNER PARCEL "0", IMINRIM "I==u�. ��^^"=m"^"m-www."=m^w��.^9811, 1=16+ °m ,1,.1.1 16811u°,111 116111..108111`111.I IMO^m1611v..1 111611111 .111 1 168111 ^m61111 11:1112811 / / 'CO � ( (0.00' • -----' HKUH -� o = PARCEL "D" .460.".1102 1,°=611^.66,81 12288211.66661111MM9..2111118.421, 1.1112116111=1166*66=.=1,16116811 ,=1,621111^681111" 118966111~181691 1161181i 1116,11616111 66161111.1 21,81696)..1111866 ) CARNAHAN wN PROCTOR • CONSULTING ��M���|N��������� ° SURVEYORS . PLANNERS ENGINEERS ����" ~ " ^- ' ~~' ~~~6101 W. ATLANTIC BL\/[]., SUITE 201, MARGATE, FL 33063 PHONE: 954-972-3959 FAX: 954-972-4178 WEBSITE:YVVVw/.C@[D@han-Dr0Ct0[.Q3Ol 115,2, 2„, 12,1111W1 1 ,,,1,11 261111 „ 11116811 .1,1111.111111 , 1 1811.g 1, 12, 111 111111,1 1, I 1 16111111, . 1111811a111. L11819111 al.1119a11 1111 1,1111111611 1, 11 1,1111111118 ,1 1111661 . 111,111161151,111,6111.81111 ;,1111111111111 1.,!1,1,181116611) 111 46111A. 1 Id 6661 .1 111181168 1 1116616 1.1 1 811191111 1111.1164118 ,, 1.11,1611111811, /.61611611 ,1 2616961 ,1 .1.1.611111,111, 1.1111611181 1,1111611111 1 118109121 IQ, | | 2212211k01111 , 1121111IIN -122 2121110112I1,11.21 64,1 22,6420,--11 111522, LEGAL DESCRIPTION A PORTION OF PARCEL "D", DLDVY3 PLAT", ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 180. ON PAGES 147 THROUGH 167 OF THE PUBLIC RECORDS OF BROWARD C0UNTY, FLORIDA. BEING MORE PARTICULLARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF SAID PARCEL ^D^; THENCE, NORTH 88236'56^ EAST ALONG THE SOUTH UNE OF SAID PARCEL "D", A DISTANCE OF 260.20 FEET; THENCE, NORTH 00223'04^ WEST, A DISTANCE OF 201.00 FEET; TO THE POINT OF BEGINNING; THENCE,CONTINUE NORTH 00'23'04^ WEST, A DISTANCE OF 102.44 FEET; THENCE NORTH 89230'50^ EAST A DISTANCE OF 120.00 FEET; THENCE, SOUTH 00233'04^ EAST, A DISTANCE OF 102.44 FEET; THENCE, SOUTH 89236'56^ WEST, A DISTANCE OF 126D0 FEET TO THE POINT OF BEGINNING. SAID LANDS LYING AND SITUATE IN THE CITY OF PARKLAND, BROWARD COUNTY, FLORIDA AND CONTAINS 12.907 SQUARE FEET AND/OR 0.296 ACRES, MORE OR LESS. (ALSO KNOWN AS BUILDING 4, TOWN PARC AT MIRA LAGO) NOTES: 1. THIS DRAWING IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. THIS DRAWING IS THE PROPERTY OF CARNAHAN-PROCTOR-CROSS, INC., CERTIFICATE OF AUTHORIZATION NO. LB2938 AND SHALL NOT BE USED OR REPRODUCED IN WHOLE OR !N PART WITHOUT WRITTEN AUTHORIZATION. 3. THE LANDS SHOWN HEREON ARE SUBJECT TO ALL EASEWENTS, RE3ERVATDNS, RIGHTS-OF-WAY, AND RESTRICTIONS OF RECORD. 4. ALL EASEMENTS SHOWN HEREON ARE PER THE RECORD PLAT UNLESS OTHERWISE INDICATED. 5. THIS SKETCH WAS PREPARED WITHOUT BENEFIT OF A TITLE SEARCH. FOR INFORMATION CONCERNING R\GHTS-OF-WAY, EASEMENTS RESERVATIONS, AND OTHER SIMILAR MATTERSOF PUBLIC MATTERS R[C0RD, AN APPROPRIATE TITLE VERIFICATION NEED BE OBTAINED. G. BUILDING TIES ARE PERPENDICULAR OR RADIAL TO THE BOUNDARY LINES UNLESS OTHERWISE NOTED. 7. BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF THE ''D|HU,S v ^. BROWARD COUNTY FLORIDA, SAID SOUTHWEST LINE BEARING NORTH 01215'09^ WEST. O. BENCHMARKS REFER TO THE NATIONAL GEODETIC SURVEY PID AJ8786 SURVEY DISC IN CONCRETE MOMUMENT-STAWP|NQ=H 548 2001 CERP SEVEN MILES MORE OR LESS WEST OF STATE ROAD 7 AND 12 FEET NORTH OF THE NORTH TOP OF BANK HILLSBORO CANAL ELEVATION= +14.33 NGVD CONVERTED FROM NAVD 88 USING THE ARMY CORP OF ENGINEERS CORPSCON PROGRAM VERSION 6.01 9. THE ELEVATIONS SHOWN ARE FOR THE PURPOSE OF INDICATING THE GROUND ELEVATIONS ONLY AT THE POSITIONS SHOWN AND IN NO WAY INDICATE ELEVATIONS AT ANY OTHER LOCATIONS OTHER THAN AS SHOWN HEREON. 10.FLD0] ELEVATION INFORMATION; A. FIRM MAP NO. B. DATE OF FIRM C. FIRM ZONE D. BASE FLOOD E. COMMUNITY NUMBER 120192 0100 B 10-2-82 AO (DEP1) 2/1/79 120051 11. ADDRESS: UNIT 1: 9630 TOWN PARC C|RCLE, PARKLAND, UNIT 2: 9628 TOWN PARC CIRCLE. PARKU\ND, UNIT 3: 9626 TOWN PARC CIRCLE, PARKLAND, UNIT 4-: 9624 TOWN PARC C|RCLE, PARKLxND, UNIT 5: 9622 TOWN PARC C|RCLE, PARKLAND, FLORIDA, FLORIDA, FLORIDA, FLORIDA, FLORIDA, 33076 33076 33076 33076 33076 12. AREA OF THIS PROPERTY IS 10,201 SQUARE FEET OR 0.234 ACRES, MORE OR LESS. 13. THERE HAVE BEEN NO UNDERGROUND IMPROVEMENTS LOCATED IN CONNECTION WITH THIS SURVEY EXCEPT AS SHOWN HEREON. 14. THIS SURVEY IS CERTIFIED TO THE FOLLOWING: 2. J. ABBREVIATIONS: A A/C B.C.E.D D.C.R. (C) C.B.S. CM C.L.F. C.M.E. CONC. D D.B. D.E. EL. E.O.W. E.S. F.D.O.T. F.F. F.H. FND. __ H.C. L.E. - ARC LENGTH = AIR CONDITIONER SLAB = BROWARD COUNTY ENG\NEER|NDEPARTMENT = BROWARD COUNTY RECORDS � CALCULATED - CONCRETE BLOCK STRUCTURE - CHORD = CHAIN LINK FENCE � CANAL MAINTENANCE EASEMENT � CONCRETE = DELTA - DEED BOOK � DRAINAGE EASEMENT = ELEVATION � EDGE OF WATER = ELECTRIC SERVICE = FLORIDA DEPARTMENT OF TRANSPORTATION � FINISHED FLOOR = FIRE HYDRANT � FOUND - GARAGE � HANDICAPPED IRON ROD 84 CAP LANDSCAPE EASMENT LAST DATE OF. FIELD WORK: N/A SURVEYOR'S CERTIFICATION: LME. (M) MH. N/D N.G.V.D. N/T N.T.S. N.V.A. O.R.B. (9) P.B. P.B.C.R. PG. P.L.S. P.O.B. P.O.0 PROP. R R/W T.O.B.S/W U.E. LAKE MAINTENANCE EASEMENT MEASURED MANHOLE NAIL at DISC NATIONAL GEODETIC VERTICAL DATUM NAIL 84 TIN TAB NOT TO SCALE NON -VEHICULAR ACCESS OFFICIAL. RECORDS BOOK PLAT PLAT BOOK PALM BEACH COUNTY RECORDS PAGE (5) PROFESSIONAL LICENSED SURVEYOR POINT OF BEGINNING POINT OF COMMENCEMENT PROPOSED RADIUS RIGHT-OF-WAY SIDEWALK TOP OF BANK UTILITY EASEMENT | HEREBY CERTIFY THAT THE DESCRIPTION AND SKETCH SHOWN HEREON COMPLIES WITH MINIMUM TECHNICAL. STANDARDS FOR SURVEYS AS CONTAINED IN CHAPTER 5,117 8, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027. FLORIDA STATUTES, AND THAT SAID DESCRIPTION AND SKETCH IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. PIRTLE PROFESSIONAL SURVEYOR AND MAPPER FLORIDA REGISTRATION NO. LS5630 ,..,6 1112611 , 1, 1,11126112 1 1,121861 111 126891 .1, 1628.186 1 11181681 1 , 11 1660 1 2022 , 2212001 2-2 I 52111k-1611 ..1118111114 ..1 1'861111 1 , 1.1, 1161181, 1 1 1 1111611111,..,1,1 1161111 .,,,11 1 1118111 1 1,,,1 fili11188118.,,.121.12&21 -11221-2111121222 22d1111,12.2,22 .21- 11 184 1, 1 51.1, LAC- 2 11212 III 221222 _ ild122-2121114i#121.121,5 24145211i 12 2,11212221222o2112.221,442122..2:24:., NOT A SURVEY ( =T ) TOWN PARC AT MIRA LAGO BUILDING 4 E FILE NO. 120708 SHEET 1 OF 1 | n 1 , �4 ' LAKE (TRACI L-2) i7IN `w ,w ""~. 1 '3 4 » WATER,: 53N 3565 us^`/ ET °46 ` 431 ,~ , o " 11 2 ^ ^ � ` .| ' ^ � " WATERCREST IST A'^ o 6 ° "� '/ a5 ^ ^s s, , ` � 6 � -A" o � .^ ^ o TC 0N PARC, CAR ,-' z � "'n / ' ^`4 "D[_�'l -� �� 3 IL NP THIS SURVEY , LEGEND: BACK FLOW PREVENTER 00 CATCH BASIN � CABLE JUNCTION BOX c_ CENTERLINE:- 0 ENTERL|N[m CLEANOUT C) CONC. MONUMENT o ELECTRIC SERVICE V/EL[VAT|ON, EX|ST|NC; ELEVAT|ON, PROPOSED EDGE OF WATER *- FIRE HYDRANT FLOW ARROW FENCE, CHAIN LINK FENCE, WL[xL FENCE, WOOD FPL (ELECTRIC) PAD HANDICAP PARKING o IRON ROD (5/8^) & CAP LB2836 v / " ° IT) , Na z 22 ^ El / _D ` NO 23 ' ^ o 51 " 3 " ^ ,^ 3 mn" JIL , MAIN PA:23 CIRCLE SO TH TOWN PARK DRIVE ^ , =s` , 3 4 o OWN PARC CIRCLE VORTH o ,w/o 2 33 4 3 2 4 JING '`^ " ^ BJ 3' 25 5 1 u" 2 3 `' 4 , , HILLSBORO SBORO BV VD LOCATION K����� �_����r^/ "��/~ m/��,NOT TO SCALE C) MANHOLE, DRAINAGE ® MANHOLE, SANITARY * NAIL 8c DISC LB2936 A NAIL 84 TIN TAB -� POLE ANCHOR POLE, CONC. * POLE, METAL -o- POLE, WOOD \// SANITARY SERVICE(S) SIGN • TELEPHONE, JUNCTION BOX o WATER METER � VALVE • YARD DRAIN UNINFRSITY DRIVE 2 09-04-13 KDM SMP CORRECT UNIT 4 TO MODEL 2056 1 05-21'13 TVV SMP PLOT PLAN NO. DATE r,pr ,*^.,m1,0o_5 dArr/oVVwxow^ouodm) BY CK'D REVISIONS FB/PG SCALE: 1^=27 DATE: 00'00'13 DRAWN BY: TW CHECKED BY: SMP FB/PG: XX / XX -XX { SURVEY TYPE: PLOT PLAN PROPOSED 2 STORY TOWNHOME BLDG 3 1.o � N um/ PROP. 3' ' A/C PAD 20.00' 151.00' PARCEL "D" N 89'36'56" E 260.20' ( 5.66' � 0 00' { 25.*7-~--�r~--~~^'�'^ PAVER PATIO 25.99' 6' PRIVACY FENCE UN|T1 BUILDING 4 MODEL 2045-0 20.33' PROP. 18. PAVER DRIVEWAY /[l -„ [5: I PROP. 3'X3' 11 A/C �� 0 z5�n7' -r-- N 00'23'04" W .1) HILLSBORO BLVD './l' � � `���' SOUTHWEST CORNER PARCEL "D", z5.on' 5AVERS PATIO UNIT � BUILDING 4 � CV S. LINE PARCEL ^D^_ ^ PARCEL "D" �JA8«��/��'126.00' '"°^"°°" E PROP. PRIVACY FENCE '[l 49.31' PROP. z' A/C PAD MODEL 1967-13 20.33' PROP. 18' PAVER DRIVEWAY � � 25.00' PROP. s PRIVACY FENCE PROP. UNIT BUILDING 4 C.B.S.PROPOSED 2 STORY -5 UNIT TOVVNHOiviE r� o-~/zm m��� 4.66E1' 5G. wnno ��' n-« TYPE: -(z,1,1 J 20.33' PROP. 18' PAVER DRIVEWAY v���o , c��oo' '��~� 25.00' �u��_o '1 PAVERS - x !�KA" H'5H^�� ]�u�� .' PROP.4'c�n S/W ��p� / ,xor� \ PAVERS -����s � / p�O� 4.66' 'Er5 1 ° PROP. . PRIVACY FENCE rxv7 PATIO 25.66' UNIT 4 BUILDING 4 � MODEL 2056-C PROP. 18'PAVERDRIVEWAY Ifr 25.33' � (Xi F-1 / � / PROP. 3'X3' PAD PROP rAVE PATIO 24.99' UNIT BUILDING 4 <, / MODEL 1887-A PROP ..--1 � 18'* 25.00'(.1 DRIVEWAY 1 S 00°23'04" E CN ) :5>, TO PARC CIRCLE SOUTH \ 126.00' PROP. 2' VALLEY GUTTER 7 `�'`�/ PROP. PAVEMENT 40' R/W PARCEL "D" 37.62' Y •� CARNAHAN • PROCTOR •C R `~=' S S , INC. CONSULTING ENGINEERS ° SURVEYORS ° PLANNERS 6101 W. ATLANTIC BLVD., SUITE 201, MARGATE, FL 33063 PHONE: 954-972-3959 FAX: 954-972-4178 WEBSITE: www.carnahan-proctor.com iHNInadallal,allaama ,,,, III, 1)1 III LEGAL DESCRIPTION A PORTION OF PARCEL ^D^. "DEBUYS PLAT". ACCORDING TO THE PLA| THEREOF AS RECORDED IN PLAT BOOK 180. ON PAGES 147 THROUGH 167 OF THE PUBLIC RECORDS OF BROWARD C0UNTY, FLORIDA. BEING MORE PARTICULLARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF SAID PARCEL "D"; THENCE. NORTH 8936'56^ EAST ALONG THE SOUTH LINE OF SAID PARCEL "D", A DISTANCE OF 280.20 FEET; TH[NCE, NORTH 0O'23'04^ WEST, A DISTANCE OF 201.00 FEET; TO THE POINT OF BEGINNING; TUENCE, CONTINUE NORTH 00'23'04^ WEST, A DISTANCE OF 102.44 FEET; THENCE NORTH 59^36'56" EAST, A DISTANCE OF 120.00 FEET; THENCE, SOUTH 00y23'04^ EAST, A DISTANCE OF 102.44 FEET; THENCE, SOUTH 89'36'56^ WEST, A DISTANCE OF 126.00 FEET TO THE POINT OF BEGINNING. SAID LANDS LYING AND SITUATE IN THE CITY OF PARKLAND, BROWARD CDUNTY, FLORIDA AND CONTAINS 12.907 SQUARE FEET AND/OR 0.296 ACRES, MORE OR LESS. (ALSO KNOWN AS BUILDING 4, TOWN PARC AT MIRA LAGO) NOTES: 1. THIS DRAWING IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. THIS DRAWING IS THE PROPERTY OF CARNAHAN-PROCTOR-CROSS, INC., CERTIFICATE OF AUTHORIZATION NO. LB2936 AND SHALL NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION. 3. THE LANDS SHOWN HEREON ARE SUBJECT TO ALL EASEMENTS, RESERV4TONS, RIGHTS-OF-WAY, AND RESTRICTIONS OF RECORD 4. ALL EASEMENTS SHOWN HEREON ARE PER THE RECORD PLAT UNLESS OTHERWISE INDICATED. 5. THIS SKETCH WAS PREPARED WITHOUT BENEFIT OF A TITLE SEARCH. FOR INFORMATION CONCERNING R|GHT3-0E-WAY, EASEMENTS RESERVATIONS, AND OTHER SIMILAR MATTERSOF PUBLIC MATTERS R[CORD, AN APPROPRIATE TITLE VERIFICATION NEED BE OBTAINED. 6. BLAD|NG TIES ARE PERPENDICULAR OR RADIAL TO THE BOUNDARY LINES UNLESS OTHERWISE NOTED. 7. BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF THE ''/2'/1oYs HAL', BROWARD COUNTY FLORIDA, SAID SOUTHWEST LINE BEARING NORTH 01`15'09^ WEST. 8. BENCHMARKS REFER TO THE NATIONAL GEODETIC SURVEY PID AJ8/85 SURVEY DISC IN CONCRETE MOMUMENT-STAMPING=H 548 2001 CERP SEVEN MILES MORE OR LESS WEST OF STATE ROAD 7 AND 12 FEET NORTH OF THE NORTH TOP OF BANK HILLSBORO CANAL ELEVATION= +1433 NGVD CONVERTED FROM NAVD 88 USING THE ARMY CORP OF ENGINEERS CORPSCON PROGRAM VERSION 6.01 9. THE ELEVATIONS SHOWN ARE FOR THE PURPOSE OF INDICATING T|(E GROUND ELEVATIONS ONLY AT THE POSITIONS SHOWN AND IN NO WAY INDICATE ELEVATIONS AT ANY OTHER LOCATIONS OTHER THAN AS SHOWN HEREON. 1O.FLDOD ELEVATION INFORMATION: A. FIRM MAP NO. B. DATE OF FIRM C. FIRM ZONE D. BASE FLOOD E. COMMUNITY NUMBER 11. ADDRESS: UNIT 1: 9629 TOWN PARC UNIT 2: 9627 TOWN PARC UN|[ 3: 9625 TOWN PARC UNIT 4: 9623 TOWN PARC UNIT 5: 9621 TOWN PARC CIRCLE CIRCLE CIRCLE CIRCLE CIRCLE 120192 0100 B YO -2-03 A0 (DEP1) 2/1/79 N/A 120051 3OUTH, SOUTH. S0UTH, 30UTH, SOUTH, PARKLAND, PARKLAND, PARKLAND. PARKLAND, PARKLAND, FLORIDA, FLORIDA, FLORIDA, FLORIDA, FLORIDA, 33076 33076 .53O76 33076 33076 12. AREA OF THIS PROPERTY IS 10.201 SQUARE FEET OR 0.234 ACKE5, MORE OR LESS. 13. THERE HAVE BEEN NO UNDERGROUND IMPROVEMENTS LOCATED IN CONNECTION WITH THIS SURVEY EXCEPT AS SHOWN HEREON. 14. THIS SURVEY IS CERTIFIED TO THE FOLL0W.NG: 1 2. 3. ABBREVIATIONS: A A/C B.C.E.D B.C.R. C.B.S.(C) CH C.L.F. C.N.E. CONC. D D.B. D.E. EL. E.O.W. E.S. FD.0][ F.E. F.H. END. GAR. H.C. iR.&C. L.E. ARC LENGTH AIR CONDITIONER SLAB = BROWARD COUNTY ENGINEERING DEPARTMENT � BROWARD COUNTY RECORDS = CALCULATED � CONCRETE BLOCK STRUCTURE � CHORD = CHAIN LINK FENCE = CANAL MAINTENANCE EASEMENT � CONCRETE � DELTA = DEED BOOK = DRAINAGE EASEMENT = ELEVATION = EDGE OF WATER = ELECTRIC SERVICE = FLORIDA DEPARTMENT OF TRANSPORTATION � FINISHED FLOOR = FIRE HYDRANT = FOUND � GARAGE ~ HANDICAPPED -= IRON ROD 8c CAP � LANDSCAPE EASMENT LAST DATE OF FIELD WORK: N/A SURVEYOR'S CERTIFICATION: L.M.E. (M) MH. N/D N.G.V.D. N/T N.T.S. N.V.A. O.R.B. OD) P.B. P.B.C.R. PG. P.L.S. P.O.B. P.O.0 PROP. R R/W T.O.B. U.E. = LAKE MAINTENANCE EASEMENT � MEASURED � MANHOLE � NAIL & DISC = NATIONAL GEODETIC VERTICAL DATUM - NAIL & TIN TAB � NOT TO SCALE = NON -VEHICULAR ACCESS � OFFICIAL RECORDS BOOK - PLAT � PLAT BOOK ~ PALM BEACH COUNTY RECORDS � PAGE (5) � PROFESSIONAL LICENSED SURVEYOR = POINT OF BEGINNING ~ POINT OF COMMENCEMENT - PROPOSED � RADIUS = RIGHT-OF-WAY = SIDEWALK ▪ TOP OF BANK = UTILITY EASEMENT | HEREBY CERTIFY THAT THE DESCRIPTION AND SKETCH SHOWN HEREON COMPLIES WITH MINIMUM TECHNICAL STANDARD'S FOR SURVEYS AS CONTAINED IN CHAPTER 5J17-6' FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION *72.027. FLORIDA JFATUTE3, AND THAT SAID DESCRIPTION AND SKETCH IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. SCOTT M FIRTLE PROFESSIONAL SURVEYOR AND MAPPER FLORIDA REGISTRATION NO. LS5630 NOT A SURVEY ( ) TOWN PARCAT MIRA AGO BUILDING 4 FILE NO. 120708 SHEET 1 OF 1 1,, 1, ',r SEAL 1 . I I 'r .1111.; 1111^_,..411/a�,11.11,1.Adii 1 ,II 11414,1,44,114f 411,, 18,111 11.1E ^",m1.1111 LAKE (TRACT L-2) ` �� �` �,_ 3823-- �, ^ ° � ° " �° 2 3 ^ ' � » ^ V.81[ERCREEiT LE ` � 3 � 11z "•-• 1 3, 5 ^- • ` 82' 8',, o ^ �" �/ 8,' o .5 4 821^ o v KERR o� 4� 3.1 2 ^ ` � 51-6 . /' , � " � °45 AYALA .1 .1.1v,11,:.18"^.1[ 11 141AteilkiliNAVIIA.111ANAWANKAlltIAIIIAAWINN z7 ,3, ^ = 2 7 ^4 221 ^� 4 ° »7/ +s/ L71o � �` o | 1-0',N PARC CIRCLE NORTH 2 4 `3 4 3 2 1 ^ ° 4 THIS�-��U�� --~ SURVEY " z �3 4, 2 `^ � 3 2 ^° BU ' .o 2 * ` 22 cn 4 1 ,o'`o , TOM PA C CIPCIF NORTH "° Q�°°,,. � �11 "�="'' "a=z. ',"^, ' `-- 1-02:5 PARC IRCI E SOUTH � 6 s ^ 0 � n wwo , ,^3 2, 'o, 5"o. BOLO NC °8 ` 4 C. ` o ' , , ^ , 2' 3 4 5 25 ^' HILLSBORO SBORO BU VD LOCATION K����� �_����r^ / /��/� MAPNOT TO SCALE LEGEND: - BACK FLOW PREVENTER Ell CATCH BASIN • CABLE JUNCTION BOX � CENTERLINE • CLEANOUT @ CONC. MONUMENT « ELECTRIC SERVICE [p!- ELEVATION, EXISTING ELEVATION, PROPOSED ===2=2 EDGE OF WATER ~00- FIRE HYDRANT FLOW ARROW FENCE, CHAIN LINK FENCE, METAL FENCE, WOOD FPL (ELECTRIC) PAD o IRON ROD (5/8") & CAP LB2936HANDICAP PARKING © MANHOLE, DRAINAGE C) MANHOLE, SANITARY * NAIL 8c DISC LB29J5 A NAIL & TIN TAB POLE ANCHOR +)- POLE, CONC. � POLE, METAL -o- POLE, WOOD \•// SANITARY 3ERV|CE(S) SIGN • TELEPHONE, JUNCTION BOX o WATER METER VALVE • YARD DRAIN ^ .„1"^^m u 4 3-7-14 3 1-24-14 SMP SMP 2 09-04-13 KDM 1 05-21'13 TW DATE SLAB SPOT FORMBOARD SPOT SMP CORRECT UNIT 4 TO MODEL 2056 SMP PLOT PLAN BY CK'D REVISIONS FB/PG 1 SCALE: 1^=2O' DATE: 00-00'13 DRAWN BY: TW CHECKED BY: SMP F8/PG: XX / XX -XX SURVEY TYPE: PLOT PLAN .8 IA '1242 ' ^' PROPOSED 2 STORY TOWNHOME BLDG 3 /c-•4 ! 1 PROP. A/C PAD ' �-__�� u5.u/� PATIO rEaQ 25.96' PROP. 6'11 PRIVACY FENCE I UNIT 1 BUILDING MODEL 2045-D . . m 111J1 1. PARCEL "D" NAOo��'�A"�� 1�AOO/ '`"^"°°" `- '�°'"" 25.00' PATIO UNIT2 BUILDING 4 PRIVACY FENCE , 49.3o MODEL 1967-B PROP. 18' PAVER DRNEWAY PARCEL "D" N 88'36'56" E 26020' P'F>'" ' ^/[~ ' 8 67, N 0023'04" W / PROF'. PAVERS S. UNE PARCEL HILLSBORO BLVD SOUTHWEST CORNER PARCEL "D". 20.25' PROP. 18' PAVER DRIVEWAY 25.00' PROP. 3'X3' A/C PAD 25.00' UNIT BUILDING 4 UNDER CONSTRUCTION 2STORY'5UNIT C.B.S. TOWNHOME PROP. . PRIVACY FENCE ' �� / / 178 PROP. A/C PAD u5/0' PROP. ^ PRIVACY E~^. PROP. PATIO UNIT4 BUILDING 4 4.70' MODEL 1887-A 4.65' MODEL 2056-C TYPE -11(5A) TYPE-I1(5A) Tx-) �x--� � c<1 J _ 20.33' � PROP. 18' PAVER DRIVEWAY — 20.25' PROP. 18' PAVER DRNEWAY 25.33' UNIT BUILDING 4 MODEL 1887-A DRIVEWAY _-'xo.no' ���7/ `_- 2o.m/ zo.pnoo ' PAVERS 126 OO/ \ PROF'. HRUH. | / 771126.00'. 02 TOWN PARC CIRCLE SOUTH PAVEMENT 40' R/W PAVERS 2' VALLEY GUI m ~J ° (PROP.18'PAVER 1 PARCEL "D" w I.:I J.11 .11,111 AA1AulAAAAAANIALAIIIi9lAiiilA CARNAHAN • PROCTOR • CROSS INC. CONSULTING ENGINEERS SURVEYORS PLANNERS ����/������_�//w�� ° ° 6101 W. ATLANTIC BLVD., SUITE 201, MARGATE, FL 33063 PHONE: 954'972-3959 FAX: 954-972-4178 WEBSITE: www.carnahan-proctor.com `^1^^ ^^I I 11 =~"..m^.*"MIL i000.9410410010061001.000100010000401000110011011 " 1 .11i..`iI.31 � .. 14V0114411 ,,".0"^ 41=0A...0.01 LEGAL DESCRIPTION ,A PORTION OF PARCEL "0", 'DEBUYS PLAT'. ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 180, ON PAGES 147 THROUGH 167 OF THE PUBLIC RECORDS OF BROWARD COUN[Y, FLORIDA. BEING MORE PARTICULLARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF SAID PARCEL "0"; THENCE, NORTH 89'36'56" EAST ALONG THE 'SOUTH LINE OF SAID PARCEL "0", A DISTANCE OF 260.20 FEET; THENCE, NORTH 00r23'04^ W[5T, A DISTANCE OF 201.00 FEET; TO THE POINT OF BEGINNING; TMENCE, CONTINUE NORTH 00'23'04^ WE3T, A DISTANCE OF 10244 FEET; THENCE NORTH 89'36'56^ EAST, A DISTANCE OF 120.00 FEET; TH[NCE, SOUTH 00r23'04^ [AST. A DISTANCE OF 102.44 FEET; THENCE, SOUTH 89'36'56" WEST, A DISTANCE OF 125D0 FEET TO THE POINT OF BEGINNING. SAID LANDS LYING AND SITUATE IN THE CITY OF PARKLAND, BROWARD COUNrf, FLORIDA AND CONTAINS 12.907 SQUARE FEET AND/OR 0.206 ACRE5, MORE OR LESS. 1ALSO KNOWN AS BUILDING 4, TOWN PARC AT MIRA LAGO) NOTES: 1 . THIS DRAWING IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FL0K|DA LICENSED SURVEYOR AND MAPPER. � THIS DRAWING IS THE PROPERTY OF CARNAHAN—PROCTOR—CROSS. INC., CERTIFICATE OF AUTHORIZATION NO. LB2936 AND SHALL NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION. 3. THE LANDS SHOWN HEREON ARE SUBJECT TO ALL EASEMENT3, RE3ERVAT0NS, R|CHTS—OF—WAY, AND RESTRICTIONS OF RECORD. �. ALL EASEMENTS SHOWN HEREON ARE PER THE RECORD PLAT UNLESS OTHERWISE INDICATED. 5. THIS SKETCH WAS PREPARED WITHOUT BENEFIT OF A TITLE SEARCH. FOR INFORMATION CONCERNING R|GHT5—OF—WA/, EASEMENTS RESERVAT|ON3, AND OTHER SIMILAR WATTFRSOF PUBLIC MATTERS R[CORD, AN APPROPRIATE TITLE VERIFICATION NEED BE OBTAINED. 5. BUILDING TIES ARE PERPENDICULAR OR RADIAL TO THE BOUNDARY LINES UNLESS OTHERWISE NOTED. 7. BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF THE "DEBUYS PLAT''. BROWARD COUNTY FLORIDA, SAID SOUTHWEST LINE BEARING NORTH 01'15'09" WEST. 5. BENCHMARKS REFER TO THE NATIONAL GEODETIC SURVEY PID AJ0786 SURVEY DISC IN CONCRETE WOMUwENT—STAMP|NG=H 548 2001 CERP SEVEN MILES MORE OR LESS WEST OF STATE ROAD 7 AND 12 FEET NORTH OF THE NORTH TOP OF BANK HILLSBORO CANAL ELEVATION= +14.35 NGVD CONVERTED FROM :VAVD 88 USING THE ARMY CORP OF ENGINEERS CORF3CON PROGRAM VERSION 6.01 9. THE ELEVATIONS SHOWN ARE FOR THE PURPOSE OF INDICATING THE GROUND ELEVATIONS ONLY AT THE POSITIONS SHOWN AND IN NO WAY INDICATE ELEVATIONS AT ANY OTHER LOCATIONS OTHER THAN AS SHOWN HEREON. 10. FLOOD ELEVATION INFORMATION: A. FIRM MAP NO. B. DATE OF FIRM C. FIRM ZONE D. BASE FLOOD E. COMMUNITY NUMBER : 1. ADDRESS: UNIT 1: 9629 TOWN PARC UNIT 2: 9627 TOWN PARC UNIT 3: 9625 TOWN PARC UNIT 4: 9623 TOWN PARC UNIT 5: 9621 TOWN PARC 120102 0100 B 10-2-82 N/A 120051 CIRCLE SOUTH, CIRCLE SOUTH. CIRCLE SOUTH, CIRCLE 5VUTH, CIRCLE 5VUTH, PARKU\ND, PARKLAND, PARNLAND, PARKLAND, PARKLAND, FLORIDA, FLORIDA, FLORIDA, FLORIDA, FLORIDA, 33076 33076 33076 33076 33076 12. AREA OF THIS PROPERTY IS 10.201 SQUARE FEET OR 0.234 ACRE5, MORE OR LESS. 13. THERE HAVE BEEN NO UNDERGROUND IMPROVEMENTS LOCATED IN CONNECTION WITH IT -IIS SURVEY EXCEPT AS SHOWN HEREON. 14. THIS SURVEY IS CERTIFIED TO THE FOLLOWING: 2. 3. ABBREVIATIONS: A A/C B.C.E.D B.C.R. (C) C.B.S. CH C.L.F. C.M.E. CONC. 0 D.B. D.E. EL. E.O.W. E.S. F.D.0I F.F. F.H. END. GAR. H.C. iR.8cC. L.E. ARC LENGTH AIR CONDITIONER SLAB BROWARD COUNTY ENGINEERING DEPARTMENT BROWARD COUNTY RECORDS CALCULATED CONCRETE BLOCK STRUCTURE CHORD CHAIN LINK FENCE CANAL MAINTENANCE EASEMENT CONCRETE DELTA DEED BOOK DRAINAGE EASEMENT ELEVATION EDGE OF WATER ELECTRIC SERVICE FLORIDA DEPARTMENT OF TRANSPORTATION FINISHED FLOOR FIRE HYDRANT FOUND GARAGE HANDICAPPED IRON ROD 8c CAP LANDSCAPE EASMENT LAST DATE OF FIELD WORK: 3—/-14 SURVEYOR'S CERTIFICATION: L.M.E. (M) MH. N/D N.G.V.D. N/T N.T.S. N.V.A. O.R.B. (P) P.B. P.B.C.R. PG. P.L.S. P.D.B. P.0.0 PROP. R/WR T.O.B. U.E. = LAKE MAINTENANCE EASEMENT = MEASURED � MANHOLE � NAIL 8c. DISC = NATIONAL GEODETIC VERTICAL DATUM = NAIL & TIN TAB = NOT TO SCALE = NON—VEHICULAR ACCESS = OFFICIAL RECORDS BOOK = PLAT = PLAT BOOK = PALM BEACH COUNTY RECORDS � PAGE (S) ~ PROFESSIONAL LICENSED SURVEYOR = PONTIOF BEGINNING � POINT OF COMMENCEMENT � PROPOSED = RADIUS = RIGHT-- DF—WAY = SIDEWALK � TOP OF BANK = UTILITY EASEMENT | HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON COMPLIES WITH MINIMUM TECHNICAL STANDARDS FOR SURVEYS AS CONTAINED IN CHAPTER 5J17-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 4/3.027, FLORIDA 5r4TUTE3, AND THAT SAID SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. SCOTT M.P|RTLE PROFESSIONAL SURVEYOR AND MAPPER FLORIDA REGISTRATION NO. L35530 CONSTRUCTION LAYOUT SURVEY (SLAB SPOT)OT ) TOWN PARC AT MIRA LAGO BUILDING DUNG »0 FILE NO, 120708 AAAAAIAA.1.16.14.41 4 1,111111111 1114L11.1 III i di d IId 7 7 11,111.11,,III did 1lddli m � O_ . 7 Lennar Homes, LLC Town Parc @ Mira [Ago Bldg. 4 Units ls 5 Bldg. Type 5A - - • • ---- - . CITY OF PARKLAND BUILDING DEPARTMENT 9.54-753-5447 [ Date Received: 7/1/13 Permit Number: BLDG1306-0189 , Lot, ; Block: ‘...t Subdivision: DEBUYS Job Address: (ititattsikrilatirisii: , . _ • Work Description: BLDG. 4 SHELL ONLY Contractor: [ Phone: --- - DEPARTMENT Date Denied Date Approved Initials ZONING LANDSCAPING ENGINEERING EIRE STRUCTURAL ELECTRICAL PLUMBING L1ECHANICAL I_ .... ._ CITY OF PARKLAND BUILDING DEPARTMENT 954-75,3-5447 Date Received: 7/1/13 ; Permit Number BLDG,1.396:0174 Lot t i Blocld 4 T --s'u,-idvlsion' TOWN PARC pd-rviiRd-A /7) iob Address: , , • liti1JOAR 34 ,,,,d55 I a 4d .k., rade, dd._ ... _dd._ WorkDescription: 1/4 TOWNHOME 12 LAGO Contractor: Phone: I DEPARTMENT 1 Date Denied _ Date Approved - Inls__ „_______ ZONING LANDSCAPING .NGINEERING __--_ E - --F, STRUCTURAL ' t• ,A,,- 3.I.:)I ..I.. ELECTRICAL / 76 d.:/.... ' PLUMBING 1:-Jp , MECHANICAL -a _ .„_. CITY OF PARKLAND BUILDING DEPARTMENT 954-753-5447 - Date Received' 7/1/13 1 Permit Number: BLDG1306-0175 Lot2 Block: 4e, Su bdivn isio. TOWN PARC MIRA i- - - _ ,.... /3 L LAGO lob Address: 7 • ' • 7. Wt. 1 d d , I tddd 1 ddedd (_... 2 2 ,-.1. S-0-121.el,..k, ' — ..... Work Description: 2/4 TOWNHOME .... _ _____ ........ Contractor:I Phone, L LDEPARTMENi-• T 1 Date Denied ' Date Approved , Initials ZONING I - LANDSCAPING ENGINEERING td 17) _______ FIRE_ STRUCTURAL ELECTRICAL- PLUMBING MECHANICAL CITY OF PARKLAND BUILDING DEPARTMENT 954-7.53-5447 Date Received 7/1/13 Permit Number: BLDG1306-0176 i_ot 3 4 Block: 4 Subdivision: TOWN PARC (1.0 MIRA LAGO lob Address: .1",,,,ii,•*,..liklil, _ &, I Work Description: 3/1 TOWNHOME ,5- , 5 LocrLtr_d • Phone: _ _ ... .._ _ ___... .. . DEPARTMENT Date Denied Date Approved ' Initiats Id-- ZONING _ _ LANDSCAPING ENGINEERING FIRE STRUCTURAL -3 ELECTRICAL d PLUMBING MECHANICAL CITY OF PARKLAND BUILDING DEPARTMENT 954 •753-5447 Date Received: 7/1/13 Permit Number_ BLDG1306-0117 Lot' BlockBiock :4 Subdivision_ TOWN PARC @ fV1IRA LAGO lob Address:41*,142&WWWAiiirdiaiiiiitiva (- Work Description: 4/4 TOWNHOME Contractor: Phone DEPARTMENT Date Denied Date Approved Initials ZONING LANDSCAPING ENGINEERING FIRE. STRUCTURAL 2 - („.0 roY ELECTRICAL d1 /„,) /2/2'! .d.di PLUMBING MECHANICAL CITY OF PARKLAND BUILDING DEPARTMENT 954-753-544/ Date Received. 7/1/13 Permit Number: BLDG1306-0178 1.ot: 5, Block: 4 Subdivon:TOWN PARC @ MIRA LAGO, - Job Address. 9622 TOWN PARC CIRCLE --.^ Work Description- ' r Turd, 1.51.,•k„d. • Contractor. Phone: Phone: DF_PARTMENT I Date Denied a, D te Approved I Initials . __ _.___________ .„._ ______1 ZONING .1 LANDSCAPING _, 44 ENGINEERING IE 2 . . . FIRE STRUCTURAL 1., ELECTRICAL 1 ---r- / PLUMBING I ':t . ,:' : ° _ ..I. _ II ',I), MECHANICAL _____ _____