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w DIAMOND SANDS tHN CONWD FASTENERS OR AN€ AAETHERESPONSIBILITYOFTH�IENiS THE PLAT OF DIAMOND SANDS PLAT NO. 2 AS RECORDED IN PLAT BOOK 54, AM. PAGES 40-46, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. 01 CONTPICTOROF RROORD OOP PERMIT # 14,n7-a`F� �h^ i. �(7 Z Q N �,0 7 LEGEND & ABBREVIATIONS A or L ARC LENGTH AE ACCESS EASEMENT ASPH ASPHALT BM BENCHMARK BOC BACK OF CURB BRG BEARING (C) CALCULATED FROM FIELD MEASUREMENTS C&G CURB AND GUTTER CB CATCH BASIN CBS CONCRETE BLOCK STRUCTURE C&G CURB AND GUTTER CA CENTERLINE CM CONCRETE MONUMENT CMP CORRUGATED METAL PIPE CO. COUNTY CONC CONCRETE COORD COORDINATE CDR CORNER CULV CULVERT DE DRAINAGE EASEMENT DEG OR ' DEGREE DIA DIAMETER DWY DRIVEWAY ELEV ELEVATION EP EDGE OF PAVEMENT ESMT EASEMENT EXIST EXISTING FDN FOUNDATION FDOT FLORIDA DEPARTMENT OF TRANSPORTATION FFE FINISHED FLOOR ELEVATION FH FIRE HYDRANT _ + FNC FENCE FND FOUND GW GUY WIRE HWY HIGHWAY ID IDENTIFICATION NUMBER INV INVERT IP IRON PIPE IR IRON ROD IRC IRON ROD & CAP LB LICENSED BUSINESS LP LIGHT POLE (M) MEASURED DATA MES MITERED END SECTION MH MANHOLE MHWL MEAN HIGH WATER LINE MON MONUMENT N&C NAIL AND CAP NAVD NORTH AMERICAN VERTICAL DATUM NGVD NATIONAL GEODETIC VERTICAL DATUM NO OR # NUMBER NTS NOT TO SCALE OHP OVERHEAD UTILITIES ORB OFFICIAL RECORD BOOK (P) PLAT DATA PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PCP PERMANENT CONTROL POINT PG(S) PAGE(S) POB POINT OF BEGINNING POC POINT OF COMMENCEMENT PP POWER POLE PRC POINT OF REVERSE CURVATURE PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER PT POINT OF TANGENCY PWR POWER R RADIUS RCP REINFORCED CONCRETE PIPE RR RAILROAD R/W RIGHT-OF-WAY SA SETBACK LINE S.R. STATE ROAD S/W SIDEWALK T TANGENT TBM TEMPORARY BENCHMARK TELE TELEPHONE EQUIPMENT TOB TOP OF BANK TOS TOE OF SLOPE TYP TYPICAL UE UTILITY EASEMENT ® WATER METER & AND ® AT A DELTA ® WELL �S UTILITLY POLE D4 WATER VALVE MANHOLE AND ALL pAOPOSED WORK TO ANY CORRECTIONS I4CLD INlPECTORS THAT q jjpwIN ORDERTO I "APPUCA®LECODES. 07 -0469 Q COUNTY O O' iNl STRUCTURE HAS BEEN DESIGNED BUILDING DIVISION N Q� AND pi1VICWED FOR COMPLIANCE OF MEND LARVItWED • E CSC 7� y R®B 1g6®,i,4 FOR ONE OF THE FOLLOWING: , APSE Alvilwao t ooM INTERNAL WIND PRESSURE �R�I P�\ON A D ER 1 Z ONS COASTAL CONSTRUCTION CONTROL LINE 1Atb8T Ot KtPT ON J08 OR j -z_ VONDISORNE DEBRIS PROTECTION G (1972 CCCL) PER WEATHERINGTON & IN A%PtOT1ON WILL BE MADE P� G �" Vint. \\\ KIRBY SURVEY, FILE NUMBER 81-205L, IN mar RESISTANCEGLAZING \ DATED 6-30)81 (PLAT BOOK 16, PAGES OA � \32, 32A-32G . j �� �} 2� \ �O �' ��� \ ♦ g eye ,y MEAN HIGH WATER LINE LOCATED �2♦ ♦ ti . ao�5 + +`' }?s ,60 0'} AT ELEVATION 2.00 FEET N.G. V.D. 1929 AS -A ]�\\ yti4 60" \\ ♦ ti 33.2 ♦ `O9` +1 + + PROVIDED BY FLORIDA DEPARTMENT CIO J FND. 5/8 IRON & C�P ` +� SET. 5/8 IRON & CAP + \ �' Sp9 + OF ENVIRONMENTAL PROTECTION, AND PSM # 4971 "" 4.53' }°° FIELD LOCATED ON SEPTEMBER 13-19, 2005. 7 \ 0- "LB # 959" \ + 58.86,' Cpr. _�. 92.82' _ L3 ,} \ ] ? FND # d Ds9$ 5 _� \ \ ° ,.2s 119.64' .� �\ N89°5814E 309.07' ♦ \ \ ti` r \ 2• c«rc. �� SET. 5/8 IRON &CAP tis \ MEAN HIGH WATER LINE LOCATED ON \ a' + G G \ h ♦ \• ♦ "PSM # 4971" m' s + \ y + ♦ FEBRUARY 08, 2014, 3:05PM ELEVATION 0.50' \ \ + CATCH +e°` ♦\♦ ♦ N (NAVD OF 1988) CONVERT TO C� 5.07' LOT ♦ EASTERLY LIMITS OF Q O BASIN �4 ♦ \ ♦ � o CP NGVD OF 1929 +1.49 $, \ SEWER + ♦ ` ♦ DUNE GRASSES O� Lr ( ( )) \ % \ \ .12 MANHOLE 34 WESTERLY LIMITS OF ♦ \ ♦ CPS ♦ / e� 0) 9� \ yp4 RIM ElEV.=5.47' DUNE GRASSES ♦ \ ♦ .� / + t P -ACP, F \ 6 \ \ VACANT \ ♦ Its ♦♦ ry ��ps �T ET.5/8 0(#AP✓1+�SEASONAL HIGH WATER LINE +M# 7 "8 IRON & CAP � � •1 ♦ ✓ ♦ ELEV. 5.19', NAVD OF 1988. \ "PSM # 4971 \ s}0 53.1 53+ ' �� 126. 6' 95. 5' LOCATED FEBRUARY 08, 2014, 11:OOAM \ IN 1o84ot1st4 — N89'58'14lea "E— 313.63=— ♦ FND. 8 IR & AP L soatszna' \ x }61 Nj 3 9 COVERED ;� ♦ ♦ 'LB # 9 $. ENTRY LOT 2ND FLOOR \ �, " 2ND FLOOR WALL LINE BENCHMARK NO. 1 FND. NAIL WALL LINE 35 7.0' `J & DISC "NO ID" ELEVATION e u; 5.28' NAVD OF 1988 \ gyp\ \ tt. TWO STORY CS RESIDENCE ( ) \ ` COVERED w7. BA /5. ♦ ♦ DU E GRAS ES 0 o ENTRY GARAGE (7.33'NGVD/5.84'NAVD) -- go, � ♦ N,O, LOWER LEVEL (8.50' GVD/7.01'NAVD)-I <n 6x MAIN LEVEL (19.5'N' �VD/"18.01'NAVD) ♦� \ OPEN 8.7 ,3 UPPER LEVEL 33.5'rvuvt{�32.01NAVD) AREA a POOL ♦ y 9ya ` �J �0 ASPHALT j TOO P ND FLOOR ao' ♦ 8.1 ` 7 84' 2 •y° ASPHALT \ 77.WALL LINE A �3�np 57. Q301 124.18' t� +� ♦ �� \ } 5' FND. 5/8 IRON °&8CAP" 3 .19' } BLOOMSTER" 6 STE Y LIMITS OF 7 �� �' V\)' \ 0 \ DU E GRASSES ♦ \ Q 0 �1 7 FND. 5/8 IRON & A rp 10 11 O \ 12 O J "LB # 959" OHO \�' ♦ \ ♦ \ 6) ♦ 9 *` 7 -tt N 1083936.929 g> I ♦ I \ ♦ 1�- -Q �- \ \ ♦ 0 $ Ejt SEASONAL HIGH WATER LINE E 908187.49T 1� \ ♦ �� 1 ' tJ ELEV. 5.19', NAVD OF 1988. ,_ IfT t'p •� \ 2' GONG. 1 LOT �� >O. ♦ \ ♦ (P ig ` •Q LOCATED FEBRUARY 08, 2014, 11:OOAM I �Oj p Q� y� FND. NAIL &DISKS \ ` °°� 36 z�33p4" f \\ \� BENCHMARK NO. 2 FND. 5/8 IRON r q \ SEWER g \ \ 2 &CAP LB # 959 ELEVATION = fin, f - p i SEWER \ MMNHOLE� VACANT v \ ♦ t� ` ♦ 12.56' (NAVD OF 1988) -� Z +� RIM ELEV.=6.81 ` N� S� \ \ FND. 5/8 IRON &CAP ♦ ♦ 27 97' k N Q \ �\ _ "BLOOMSTER" ♦ \ �i�1 O , y 121.00' 101.95' W.�C31 Cn T N89°58'14"E 322.80' ♦ \ rpri, li��" yQ �C FND. 5/8 IRON & CAP \ ♦ \ ♦n 1 ♦ \ R-96 CP Q "LB # 959"J� \ 'ova ONE Z. \ COASTAL CONSTRUCTION CONTROL LINE \ ♦ ♦ FLOOD Z. i y 1 AS RECORDED IN PLAT BOOK 26, PAGE \ ♦ "VE-11 + n� 26-261, PUBLIC RECORDS OF ST. LUCIE ,x'' 'Z COUNTY, FLORIDA. RECORDED SEPT. 15, \ COASTAL CONSTRUCTION CONTROL LINE (1972 CCCL) PER � tJ 1988, \ WEATHERINGTON &KIRBY SURVEY, FILE NUMBER 81-205L, � � •� \ DATED 6=30-81 (PLAT BOOK 16, PAGES 32, 32A-32G). •'.,k t L ' tom, FLOOD ZONE GA t�fT Z c� "AE-7"DID \ \O a �, 00 LOT J \ AR — 53.77 39.75' — — — — HAWAIIAN HALF -FLOWER p FOUND 4"x4" CM " w L.B. #959" W N89'56'21 "E 336.48 CURVE RADIUS ARC LENGTH CHORD LENGTH I CHORD BEARING DELTA ANGLE C1 616.00' 78.78 78.72' N 1T43'32" W T19'39" C2 1 616.0000' 41.78 41.75 N 23-19'52- IN 13'53'01" I v 6 CABBAGE PALM 65 22 A SEAGRAPE TREE Z moo? \—' \ ` M�N,SEtDACKf?EC). INE BEARING DISTANCE rLrr1J)) 40.53'o`�[ILL2 S 25 16 23 E 51.97' LO SEASIDE MAHOE Wj FRONT •---�11 ���1 • " DUNE GRASS (SEAOATS ECT.) o n SIDES — — — — — APPROVED DIAMOND SANDS LIMITS OF '� s J o ✓ 1 CNR SIDES CONSTRUCTION _ \ ` REAR — —FDEP 1988 & 1972 COASTAL CONSTRUCTION i CONTROL LINES ZNG —CONSERVATION EASEMENT PER DIAMOND SANDS \ 1 TEC PLAT NO. 2 �.-Al \ \ R=17238.75' R=17188.75' A=00'39'50" A=00'36'04" FOUND 4"X4" CONCRETE MONUMENT L=180.09' L=199.7T(C) (R/W MAP)(C) �\\ SOUTH LINE OF 27 26 SECTION CORNER "PRIM #3859" 53.54'(C) \ ! SECTION 27 FOUND, IRON ROD IN PAVEMENT CUT-OUT A7_ 212.13'(MEASURED) FOUND 4"X4" CONCRETE MONUMENT (0.2' iOUTH, AND 0.3' EAST\ /� N89'56'21"E "PRM #3859" OF CALCULATED CENTERLINE 'IfJTERSECTION) ` 34 I 35 AIA 1 5 91 b Zit e ORANGE AVENUE EDWARDS RD. gtEE y Q O r2 WHITE CITY ROAD N �n �P° A1A �5 PRIMA VISTA BLVD. 1 SI TE LOCATION NOT TO SCALE [BY: "'`' v ic SEP 19 2014 ADDRESS SOUTH OCEAN DRIVE, JENSEN BEACH, FL 34957 LEGAL DESCRIPTION BEING A PARCEL OF LAND LYING OVER A PORTION OF SECTION 27, TOWNSHIP 36 SOUTH, RANGE 41 EAST, ST. LUCIE COUNTY, FLORIDA; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEING ALL OF LOT 35, AS SHOWN ON THE PLAT OF DIAMOND SANDS PLAT NO. 2, AS RECORDED IN PLAT BOOK 54, PAGES 40-46, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID PARCEL CONTAINING 1.08 ACRES, MORE OR LESS. CERTIFICATIONS CHIN;ON, LLC PHOENIX REALITY HOMES, INC. JOE L ABARBIERA GENERAL NOTES o ai In j W Do a 0 Q 0 M CO ry M r� w 46 On U ¢ N I\ Lj Z W p Lj O LL_ z W W w Of C) O O_ 0 6 N o 00 � a� I a z =� coo w I� z U (5 o d- = (If J O O Q 0 d' I\ II----�� U) o z N I\ OJ z Li Pr 00 Ll- 0 a (n z w O U z } o z w U Q J O N W O 0= 0_ G7 w d LU O -i Ca Vi LL, w n ra > A A w G q M ¢ ¢ } � ¢ U ¢ U Q U c \ CD 0 \ (U 0 \ N w ~ A CD zo A =� z 0 NN M z aGr 03� az � F•"1 O ° ` � "_� z z z SUE W z z (D 2 Z�Go O A r7i r?�N 1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE FLORIDA STATE PLANE a x Ld Niw COORDINATE SYSTEM, EAST ZONE NORTH AMERICAN DATUM OF 1983. NATIONAL GEODETIC O moo SURVEY ADJUSTMENT OF 1990. (NAD 83/90). REFERENCE BEARING BEING THE WEST Ln 0=o BOUNDARY OF DIAMOND SANDS PLAT NO. 2 AS RECORDED IN PLAT BOOK 54, PAGES W Q1 Ey OGo� 40-46, ST. LUCIE COUNTY PUBLIC RECORDS. a? 1-a t r -1 5) 1_4 W A ONZ� zlp 2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN ItoN HEREON. U] pq � ~o 3. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS. CAD=am 4. UNDERGROUND doo, UTILITIES AND UTILITY SERVICES HAVE BEEN LOCATED ON THIS C� SURVEY. 1�-11 W O > o h Ufa FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "AE-7" & "VE-11" W x 13 z @wlo ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL N0. 12111C 0303 J, � P o U >>u EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE ~° 0�, DETERMINED BY AN ELEVATION CERTIFICATE. w o 5. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND U J oPE zo ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. H ono 6. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 7. INFORMATION SHOWN HEREON IS BASED ON PLATTED AND FIELD MEASURED DATA. 8. THE LAST DATE OF FIELD WORK WAS FEBRUARY 09, 2014. DRAWN BY, CA 9. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENTS DEED CHECKED BY: CA RESTRICTIONS OF MURPHY ACT DEEDS, DATE: 06/11/2013 10. ELEVATION SHOWN HEREON ARE IN FEET AND BASED UPON NORTH AMERICAN VERTICAL DATUM OF 1988, CONVERSION TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 IS. (+1.49'). HORZ, SCALE, 1'=30' NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A GLOBAL POSITIONING SYSTEM NOTES MAPPER LICENSED SURVEYOR & MAPPER. 1. REAL TIME KINEMATIC (RTK) METHOD WAS UTILIZED USING A TWO (2) DUAL FREQUENCY TOPCON HYPER GA II SYSTEM. SEAL 2. TYPICALLY, A BASE RECIEVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. 3. CPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING CARLSON CHARLES ARNOLD SURVEY 2008. PROFESSIONAL SURVEYOR & MAPPER 4. THE HORIZONTAL TARGET FLORIDA LICENSE N 4971 PRACTICE. ACCURACY FOR THIS SURVEY EXCEEDS STANDARDS OF FILE A` "'a SHEET 1 OF 1 PROJECT NO. 14-508 •I DESIGN PARAMETERS t , ABBREVIATIONS .: "N C E FBC V- CHAPTER 3-STO I R-3 OCCUPANCY TABLE PER H.C. HOLLOW CORE R.O. ROUGH OPENING LABARBIERA TYPE V B LIMITED TO 3 STORIES AND UNLIMITED S.F. PER FLOOR t ' ABV.. ABOVE • ACOUS ACOUSTICAL HDWD. HARDWOOD RWD. REDWOOD ADJ. ADJUSTABLE HDWE. HARDWARE R.W.L. RAIN WATER LEADER WIND LOADS AS PER FLORIDA BUILDING CODE, 2010 EDITION .. • AL. ALUMINUM HGT. HEIGHT S.C. SOLID CORE AND ANSI/ASCE 7-10 AND AMENDMENTS APPROX. APPROXIMATE HORIZ. HORIZONTAL SCHED. SCHEDULE O BD. BOARD I.D. INSIDE DIAMETER SHT SHEET CODE EDITION: FL Building Code 2010 BLDG. BUILDING INCAND. INCANDESCENT SIM. SIMILAR 0000 INSUL INSULATION SQ. - SQUARE : WIND CLASSIFICATION: AS ENCLOSED ` BOT BLOCK INT. INTERIOR SST. STAINLESS STEEL r BOT BOTTOM WIND EXPOSURE CLASSIFICATION' D Uj CAB. CABINET JT. JOINT STD. STANDARD - - ( CER. CERAMIC LAM. LAMINATE STL. STEEL - WIND SPEED DESIGN: 170 MPH 3 sec gust) INTERNAL PRESSURE COEFFICIENT ±0.18 C.I. CAST IRON LAV. LAVATORY STOR. STORAGE V/ CLR. CLEAR LOC. LOCATION STRUCT. STRUCTURAL _ COL COLUMN MAX. MAXIMUM SUSP. SUSPENDED Kd 085 Lr MEAN ROOF HEIGHT 39.08' CONC, CONCRETE MECH. MECHANICAL SYM. SYMMETRICAL MAXIMUM ROOF HEIGHT 43.0' CONN. CONNECTION MET. METAL T.C. TOP OF CURB CONT CONTINUOUS MFR. MANUFACTURER TEL TELEPHONE -� �Ild CTSK. COUNTERSUNK MIN. MINIMUM T&G TONGUE AND GROOVE. I,(�NuJ� TOP CHORD DEAD LOAD' 15 PSF ROOF LIVE LOAD: 30 PSF DECOR. DECORATIVE MISC. MISCELLANEOUS THK THICK 1 U DET. DETAIL M.O. MASONRY OPENING T.O.C. TOP OF CHIMNEY D.F. DIA. DOUGLAS FIR MTD. MOUNTED T.O.FR. TOP OF FRAMING BOO CHORD DEAD LOAD. 10 PSF FLOOR LIVE LOAD: 40 PSF DIM. DIAMETER MUL. MULLION T.O.L. TOP OF LEDGER DN. DIMENSION N.I.C. NOT IN CONTRACT T.O.P. TOP OF PLATE FLOOR DEAD LOAD :SUPERIMPOSED 25 PSF D.S. DOWN NO. NUMBER T.O.PL. TOP OF PLATE DWG. DOWN SPOUT N.T.S. NOT TO SCALE TYP. TYPICAL RISK CATEGORY U.O.N. UNLESS OTHERWISE ® ® AqJ' MIN. SOIL BEARING PRESSURE: 2,500 PSF EL. DRAWING O.A. OVERALL ® �` EL. EACH OBS. OBSCURE VERT. NOTED VERTICAL SHUTTERS:NO ELEV. ELEVATION O.C. ON CENTER VEST. VESTIBULE E DIAMETER V.G.D.F. VERTICAL GRAIN - y i ..../ s s' iI+fl,i;'p,�_" ` I IMPACT RESISTANT ASSEMBLY: YES ELEC. ELEVATOR O.D. OUTSIDE ',J ,,,+ Y .; s" :7 ✓ ��.. IS A CONT.LOAD PATH PROVIDED YES C AL OFF. OFFICE W/ WITH 4+%" 4r t•n ,iR ?.,,' _ _ EQ. ELECTRIC I ..® kx1 tsr .,r ., 1, t : � � 'r "' � "' - ' ' � ' / � ARE COMPONENT &CLADDING DETAILS PROVIDED YES EXH. EQUAL OPNG. OPENING W/O WITHOUT EXP. EXHAUST OPR OPPOSITE W.C. WATER CLOSET I V WD. WOOD EXT. EXPANSION PL. PLATE ^,1 �%' EXIST EXTERIOR PEAS PLASTER WDW. WINDOW°N.P r/ : RESIDENTIAL CODE INFORMATION r PLYWD. PLYWOWATER HEATER F.F. OD W.H. '. EXISTING ./ /I^(� FLASH. FINISH FLOOR PR. PAIR WSCT � \ � f i �- ALL RESIDENTIAL CONSTRUCTION SHALL COMPLY WITH SEVEN VOLUMES OF THE FLORIDA BUILDING CODE 2010 WT. WEIGHT WAINSCOT FLUOR. FLASHING PRCST. PRECAST Gy�/'/�i ��� EDITION. THE CODE IS COMPILED WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE ADOPTED BY FT. FLUORESCENT P.T.D.F. PRESSURE SYMB. SYMBOLS �1 / ��� REFERENCE. THE NATIONAL ELECTRICAL CODE IS REFERENCED STANDARD NFPA-70. FTG. FOOT/FEET PTN. TREATED & AND - GA. FOOTING Q.T. PARTITION ANGLE l�U \C`\�\\1`\\��\\IY GALV. GAUGE RAID. QUARRY TILE @ AT / \� `N a e RESIDENTIAL POOL SAFETY ACT -CHAPTER 41 OF THE 2010 FBC RESIDENTIAL GL. GALVANIZED REINS a RADIUS CENTER LINE l 1. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME SHALL MEET THE REQUIREMENTS OF GR. GLASS REQ. REINFORCE 0 DIAMETER OR ROUND��, " RESIDENTIAL POOL SAFETY ACT SECTION R4107.17.1.9. �� �— '" 'QI I�, / \ \ / drp GYP. GRADE RM REQUIRED # POUND OR NUMBER , \ 2. ALL SCREEN DOORS ARE TO BE SELF LATCHING AND SELF CLOSING. LATCH MECHANISM SHALL 8E k+t it + MOUNTED AT54"A:F.F.(MIN). H.B. GYPSUM HOSE.BIBB rl'�1i.,t T , ,?s ..",Ij Y ! 3LLED ON SCREEN DOORS. . ALARMS SHALL BE INSTA : ... y. .......: .. ... ..q,l u /( ... __..,. :: :�.:.. . .,.,. , �+ „ , rr ....:.: ET THE SWIMMING POOL SAFETY ACT. �`�G( \_ .�:,_+}.y,,"�i t I ,; ;r,,:y; 4.THEG.C.ISTOVERIFYTHATALLACCESSTOTHEPOOLAREAME PROJECT TEAM / Gy a>J i a4 �� � I� � `••, h t�� I +':':` HIT TAL ENGINEER: �r� DRAWING ING INDEX ARCHITECT: COAS RANDALL STOFFT ARCHITECTS ISIMINGER & STUBBS ENGINEERING, INC. 42 NORTH SWINTON AVE., SUITE 1 649 U.S. Hwy 1, Suite 9 DELRAY BEACH, FLORIDA 33444 North Palm Beach, FL 33408 TEL: 561.243.0799, FAX: 561.243.0299 TEL: 561.881.0003, FAX: 561.881.8123 Co v CONTACT: DON DURANTE CONTACT: Mark A. Powell, P.E. EMAIL: DON@STOFFT.COM EMAIL: MPOWELL@COASTAL-ENGINEERS.COM O r 06 STRUCTURAL ENGINEER: CIVIL ENGINEER: / W N ENGINEERING, INC. LADYKO DESIGN GROUP / — AGSTEN EN o 3000 FLORIDA BLVD., #206 TEL: 772.530.8261 I� DELRAY BEACH, FLORIDAB3483 ' CONTACT: RICHARD LADYKO I "' ' ' I gt Opp a TEL EMAIL: ENGINPOD225@AOL.COM 561.272.5012, FAX: 561.243.6401 O ' a � CT: ROBERTAGSTEN,P.E CONTACT: HT ' T"RAL t AIL. RAGSTEN3 COMCAST.NET MEP ENGINEER _ JOHN LANGFORD ENGINEERING LANDSCAPE ARCHITECT: 238 DOVER STREET \ _ / CS COVER SHEET 4 TONY GRIMALDI LANDSCAPE ARCHITECTURE BOCA RATON, FLORIDA 33487 SP1 OVERALL SITE PLAN \� ! STUDIO 11764 BE DIXIE HWY., SUITE 3 TEL: 561.302.6515, FAX: 561-237.5680 °;,, ": ° °'' HOBE SOUND, FLORIDA 33455 CONTACT: JOHN LANGFORD, PE. - - SP2 ENLARGED SITE PLAN TEL: 561.972.0917 EMAIL: A001a 1st(GROUND) LEVEL NOTE PLAN CONTACT: TONYGRIMALDI JOHN.LANGFORD@JWLENGINEERING.COM P A001b 1st (GROUND) LEVEL DIMENSION PLAN EMAIL: PALMBEACHTONY@YAHOO.COM A101a 2nd (MAIN) LEVEL NOTE PLAN NOTES SPECIFICATIONS AND GENERAL -REQUIREMENTS A201b 2nd (MAIN) LEVEL DIMENSION PLAN -CONSTRUCTION 9 A201a 3rd (UPPER) LEVEL NOTE PLAN EARTH V��RK: TRUSSES: ROUGH CARPENTRY: TIME)ER A201b 3rd (UPPER) LEVEL DIMENSION PLAN ARCHITECT'S STATUS: COMPACTION AND A. THE TRUSS LAYOUTS ON CONSTRUCTION DOCUMENTS IS SCHEMATIC IN A. ALL BEAMS INSTALLED WITH CROWN UP UNLESS OTHERWISE NOTED. CANTILEVERED A. ROVED EQUAL. TIMBER TO BE SOUTHERN PINE #2 (MIN.) STRESS GRADE LUMBER OR A2O2 2nd (MAIN) LEVEL FLOOR FRAMING PLAN FOR AND WILL NOT HAVE CONTROL OR A. PERFORM /1-L WORK IMCONFORMANCE WITH THE FINAL SOILS, ARCHITECT SHALL NOT BE RESPONSIBLE py �)<PORTS NATURE. HOWEVER, THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER BEAMS SHALL BE INSTALLED WITH CROWN DOWN. APPROVED EQUAL. THE MIN. ALLOWANCE PROPERTIES ARE AS FOLLOWS: A203 3rd (UPPER) LEVEL FLOOR Ht LOWER ROOF FRAMING PLAN A. THE AR GEOLOGIC F CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL THE ' FB =TEA PSI FV = 90 PSI E = 1,600,000 PSI AND PRESSURE TREATED FOR USE AGAINST CHARGE O CONCRETE. CONCRETE E AND MASONRY. THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH FOUNDATIONS SHALL BE MONOLITHIC OR SPREAD FOOTINGS BASED O ; 'SOIL FINAL TRUSS MFG. LAYOUT. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. B. 3" MINIMUM BEARING BY BEAMS GIRDERS ON MASONRY OR CONCR A2O4 UPPER ROOF PLAN PROCEDURES, OR FOR B. T BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE APITY OF 2500 PSF. FINAL WRITTEN VERIFICATION SHALL BIV TO THE BEARING POINTS, ETC.) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE WORK, AND HE OR SHE WILL NO BEARING CAF7 DOCUMENTS. THE HE START OF CONSTRUCTION PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND C. PROVIDE 4"X4" POSTS OR (2) 2"X4" STUDS MINIMUNL.UNDER ALL BEAMS AND HEADERS: B. ALL TIMBER AND TIMBER CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND A301 FRONT (WEST) ELEVATION ..w,: TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUM OWNER AND ARCHITECT PRIOR TO T .+,... THE PRIME P---�^'�_•-_ E RESPONSIBLE OR HAVE CONTROL OR CHARGE OVER THE ACTS MAKE STRUCTURAL REVISIONS ACCORDINGLY. FINAL SIGNED AND SEALED ENGINEERING UNLESS OTHERWISE NOTED. CODES AS SPECIFIED BELOW: . ARCHITECT SHALL NOT B GRUBBING HAS BEEN COMPLETED AND APPROVED, AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, TIMBER CONSTRUCTION MANUAL;. A302 RIGHT (SOUTH) ELEVATION CHITS FOR REVIEW PRIOR TO OR RUBB SUBMITTED TO THE ARCHITECT THEIR AGENTS CLEANING AND G MUST BE SUB SPECIFICATION FOR OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY OF THE C. AFTER STANDARD TRUSS DRAWINGS U EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK. APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES. POURING OF FOUNDATION. D. ALL.SUB-SILLS, OVER 8'-0" IN LENGTH SHALL BE DOUBLE 2"X4"s. NATIONAL FOREST PRODUCTS ASSOCIATION, NATIONAL DESIGN SPEC C WOOD CONSTRUCTION; AMERICAN PLYWOOD ASSOCIATION, PLYWOOD DESIGN A303 REAR (EAST) ELEVATION T %MODIFIED PROCTOR ASTM D1557) TO A DISTANCE TOR BY E. DOUBLE 2"X4"s, SPIKED TOGETHER w/ 16d'S @ 5" O/C STAGGERED MAY BE USED IN LIEU SPECIFICATION; AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS; NATIONAL D. SOIL SHALL BE COMPACTED O 95 ( E B. WOOD ROOF TRUSSES ARE TO BE DESIGNED FOR THE WOOD FABRICATOR A304 LEFT WEST ELEVATION CODES: F 5 FEET BEYOND ALL BUILDING EDGES. AT LEAST ONE FIELD DENSITY TEST SHALL B O PROFESSIONAL SPECIALTY ENGINEER REGISTERED IN THE STATE OF FLORIDA. TRUSS OF 4"X4" POSTS WHERE CONTAINED WITHIN WALLS UNLESS SPECIFICALLY NOTED LUMBER MANUFACTURERS ASSOCIATION, NATIONAL DESIGN SPECIFICATION FOR STRESS ) IN THE PERFORMED FOR EACH 2500 SQUARE FEET OF AREA DENSITY TESTS ARE TO BE MADE 12 FABRICATOR TO PROVIDE PRE -FABRICATED HANGERS AS REQUIRED. OTHERWISE ON PLANS. GRADE LUMBER AND ITS FASTENINGS. A401: BUILDING SECTION A -A A. ALL CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLYINCHES BELOW THE COMPACTED SURFACES. RESULTS OF PROCTOR TEST(S) AND FIELD RE TO BE MADE USING PREFABRICATED CONNECTORS.. _ A5Og_ : BUILDING SECTION"B-B CONSTRUCTION OF THE PROJECT, INCLUDING ALL APPLICABLE STATE, CITY AND COUNTY �yT 6) SHALL BE FURNISHED TO THE ARCHITECTIENGINEER. CONNECTIONS A CONS DENSITY I C. DESIGN FABRICATION, AND INSTALLATION OF WOOD TRUSSES AND SHEET METAL F. ALL LUMBER IN DIRECT CONTACT WITH STEEL OR CONCRETE SHALL BE PRESSURE ' R C. ALL TIMBER C ' RAPPROVAL. BUILDING, ZONING, ELECTRICAL, PLUMBING, LIFE SAFETY AND FIRE CODES. CONTRACTOR NOT BE PERMITTED SU BMIT MANUFACTUR ERS S DATE FO BRING ANY DISCREPANCY BETWEEN THE WELL GRADED SAND, CLASSIFICATION SW PER ASTM D2487-69 CONNECTORS SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS. TREATED, HAVE AN APPROVED SEPARATING MATERIAL OR HAVE A GALVANIZED ANCHOR TOE NAILING WILL o A661, ' 1st (GROUND) LEVEL REFLECTED CEILING PLAN SHALL VERIFY ALL CODE REQUIREMENTS AND ATTENTION OF THE ARCHITECT. (E.7 FILL SHALL BE CLEAN, CODES AND THE CONSTRUCTION DOCUMENTS TO THE ATT 75) WITH LESS THAN 12%PASSING 200 SIEVE. FILL MATERIAL SHALL BE PLACED IN LIFTS SEAT. FASTENERS TO BE AS MANUFACTURED BY USP OR SIMPSON. ( AND COMPACTED AS ABOVE. D. DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES (ROOF)(TPI A ABOZ 2nd (MAIN) LEVEL REFLECTED CEILING PLAN SHALL HAVE GRAD E MARKS COMP LYING WITH OF NOT MORE 12" DER ROOFING AND D. LUMBE R USED FOR LOAD SUPPORTING WITH THE BUILDING CODE REQUIREMENTS 85); DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED PARALLEL CHORD ROOF G. BUILDING PAPER. FEDERAL SPECIFICATIONS UU-B-790. INSTALL UN D rHEPROJECTwnsoeslGNEDINAccoRDANCI=_wl A603 3rd (UPPER) LEVEL REFLECTED CEILING PLAN "VERY HEAVY" AS PER TABLE R301.2(1) AND TRUSSES (FLOOR)(PCT 80); BRACING WOOD TRUSSES: COMMENTARY AND TRIM AND CAREFULLY APPLY E O R FORMA WATERTIGHT MEMBRANE. EACH COURSE AND PROCEDURES AND AGENCIES APPROVED BY US PROCEDURE PS 20-94. FOR REINFORCED CONCRETE (ACI 318-08 EDITION): (AMERICAN INSTITUTE OF STEEL F. TERMITE DAMAGE IS CLASSIFIED AS REQUIREMENTS AND L BE IN ACCORDANCE WITH SECTION 1816 OF THE FL BUILDING CODE RECOMMENDATIONS (BWT 76); HANDLING AND ERECTING WOOD TRUSSES: COMMENTARY OF PAPER SHALL OVERLAP THE COURSE BENEATH IT 6" MINIMUM. WHERE PAPER MEETS CONSTRUCTION) AISC ASDI73TH EDITION. BUILDING CODE PROTECTION SHALL ANY OPENING, THE PAPER SHALL BE CAREFULLY LAPPED OVER THE FRAME TO PREVENT E. PLYWOOD: PRODUCT STANDARD PS-1-73 AND RULES FOR DFPA GRADE TRADEMARKS A701 WINDOW &DOOR SCHEDULES SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530-OSIASCE 5-OB?MS 402-08). BUILDING 2010 &SECTION 3012 & R318 OF THE FBC RESIDENTIAL AND RECOMMENDATIONS (HIB-91). CODE REQUIREMENTS AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONCRETE: THE PASSAGE OF WATER BEHIND THE.fRAME. INSTALL SILKA KRAFT PAPER AT EXTERIOR OF AMERICAN PLYWOOD ASSOCIATION. " A801 TYPICAL 2-STORY WAL SECTION &SAVE DETAIL CONSTRUCTION REQUIREMENTS NDS-200D CONCRETE UNIT MASONRY: DOORS AND WINDOW FRAMES CONFORM TO ALL RECOMMENDATIONS AND F. MARKING: WOOD AND LUMBER SHALL BE MARKED WITH ITS GRADE AND PLYWOOD - A802.. TYPICAL 3-STORY MALL SECTION &PARTIAL SECTIONS A. GENERAL: ALL CONCRETE,WORK-SHALL CO H. ALL BEARING PARTITIONS SHALL BE SECURED TO ADJACENT PARTITIONS, AND SHALL WITH ITS GRADE TRADEMARK IN ACCORDANCE WITH THE REFERENCED STANDARDS A. ` B. THESE PLANS AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF ACI. 318-68. A. THIS PROJECT IS DESIGNED AS ENGINEERED UNIT MASONRY. FBC R4407.5 STRUCTURAL HAVE AT LEAST DOUBLE STUD POST AT ALL ENDS, CORNERS AND EACH SIDE OF ALL PIECE WITH DEFECTS SHALL NOT BE USED REGARDLESS. OF GRADING. A9O1 WINDOW &DOOR DET S REQUIREMENTS OF THE FLORIDA MODEL ENERGY CODE. CONTRACTOR SHALL HE GOVERNING CODE IN ITS ENTIRETY AND BUILD IN ASTM G750 TYPES I OR II: LOW ALKALI, SILL TESTED AND DESIGN SHALL BE IN ACCORDANCE WITH ACI 530-08/ASCE 5-08/TMS 402-08, BUILDING CODE WINDOW AND DOOR OPENINGS. TYPICAL DETAILS FAMILIARIZE HIMSELF WITH T B. PORTLAND CEMENT. REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ONBUILDING CODE ACCORDANCE WITH ALL PROVISIONS OF THIS CODE.. CERTIFIED. USE TYPE V CEMENT FOR SOIL CONTAINING SULFATE CONCENTRATIONS OF G. EXTERIOR PLYWOOD SHEATHING SHALL BE GROUP I STANDARD (C-D) EXT-DFPA, (C-C) A9O2 CERT REQUIREMENTS FOR MASONRY STRUCTURES. L ROOF SHEATHING: 19/32" THICK STANDARD PLYWOOD SHEATHING, EXTERIOR GLUE, C-D EXT-DFPA, STRUCTURAL I (C-D)EXT-DFPA OR STRUCTURAL I (C-C) EXT-DFPA. < MORE THAN 02 PERCENT. GRADE, 4 PLY, INDES 24/0, APA GRADE TRADEMARKED, APPLY WITH FACE GRAIN B. REINFORCING STEEL LAP REINFORCING NOT LESS THAN 48 BAR DIAMETERS AT SPLICE PERPENDICULAR TO SUPPORTS AND STAGGER JOINTS DOORS AND WINDOWS: P r ,r t I ; 1 s PERMITS: TER: FROM DOMESTIC SOURCES, CLEAN, POTABLE, AND FREEFROM ALL ORGANIC STRJ,,+T RAI-t C. WA IN WALL REINFORCING. LAP HORIZONTAL REINFORCING A MINIMUM OF 30" AROUND / " ,.,_. :' T i_,. _.rd .,,-. I ' •' r" DELETERIOUS MATERIALS OR OTHER . CORNERS. HORIZONTAL BARS SHALL BE TIED TO VERTICAL BARS - A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING CO AS THE WORK I ': J. HANGERS, FRAMING ANCHORS AND FASTENERS: STAMPED AMD FABRICATED STEEL OF A. „p„ LABEL DOOR AND FRAME WITH CLOSER AND METAL BETWEEN HOUSE S1 FOUNDATION PLAN AND TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS D. AGGREGATES: ASTM CJ3 FOR SLABS ON GRADE. PROGRESSES AND SHALL BE EMBEDDED IN GROUT. PLACING OF HORIZONTAL THE TYPE INDICATED, NAILS TO BE THOSE FURNISHED OR RECOMMENDED BY AND GARAGE. REINFORCING IN JOINTS OR MORTAR WILL NOT BE PERMITTED EXCEPT FOR WIRE JOINT MANUFACTURER FOR THIS SPECIFIC USE. NAILS SHALL BE FULLY DRIVEN IN ALL HOLES IN JOB CONDITION S: E. SAND: ASTM C.33 FOR SLABS ON GRADE. REINFORCING. THE ANCHOR, ALL HANGERS AND ANCHORS SHALL BE GALVANIZED. B. SAFETY GLAZING: (TEMPERED GLASS) DOOR SIDE -CITES WITHIN 12" OF DOOR GLASS S2 MAIN LEVEL SLAB PLAN TUB AND SHOWER ENCLOSURES WINDOW AND MIRRORS AT TUB AND SHOWERS WITH S3 UPPER LEVEL SLAB PLAN F. FOUNDATIONS: INSTALL AS INCLUDED IN THESE DWG'S. OR AS AMENDED BY THE FINAL C. FOUNDATION DOWELS: SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL TO 6 K. DRAFT -STOPPING: IN FLOOR AND CEILING ASSEMBLIES NOT TO EXCEED 1000 S/F. IN SILLS LESS THAN 60" A F.F FRENCH DOORS. A. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTAL OF BID AND / SOILS REPORT. VERTICAL TO ALIGN WITH BLOCK CORE.. ATTICS FOR AREAS OVER 9000 S/F L S4 ROOF PLAN OR CONTRACT NEGOTIATIONS. AND HE SHALL VERIFY EXISTING CONDITIONS WITH THE C. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF BETWEEN CONSTRUCTION DOCUMENTS POLYETHYLENE. D. CLEAN OUT OPENINGS SHALL BE PROVIDED AT BOTTOM OF GROUTED CELLS. SEAL L. FIRE -BLOCKING: INSTALL IN CONCEALED SPACES BOTH VERTICAL AND HORIZONTAL, CONSTRUCTION DOCUMENTS. DISCREPANCIES G. VAPOR BARRIER: BENEATH SLABS TO BE 6 MIL. PO TOOLS, THEY SHALL PROVIDE A CLEAR OPENING OF NOT LESS 20" WIDE, 24" HIGH AND 5.7 S5 NOTES Ht DETAILS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IN WRITING FOR CLARIFICATION. AFTER CLEANING AND INSPECTION. .SUCH AS BUT NOT LIMITED TO, STUD WALLS, FURRED SPACES, SOFFITS, DROP CEILINGS, SUBMITTED OR CONSTRUCTION CONTRACTS NEGOTIATED BY THE SHALL BE READY MIX & HAVE A MINIMUM COMPRESSIVE STRENGTH OF : ABOVE FEET MINIMUM AREA. THE BOTTOM OF OPENING SHALL NOT BE MORE THAN 44" SB DETAILS St SCHEDULES c R BIDS SHALL NOT BE SUBM H. CONCRETE COVES, STAIR STRINGERS AND BOTTOM) OPENINGS FOR VENTS, PIPES, DUCTS, ABOVF FLOOR AND LATCH AT 54" ABOVE FLOG (MAX).( CONTRACTOR PRIOR TO CLARIFICATION OF THE INTENT OF THE CONSTRUCTION 4,000 PSI FOR FOOTINGS & SLABS ON GRADE & 4,000 PSI FOR BEAMS, COLUMNS AT 28 E. MASONRY UNITS SHALL BE ASTM C-90 TYPE II WITH MINIMUM COMPRESSIVE STRENGTH CHIMNEYS, FLOOR JOISTS OR TRUSSES. REQUIREMENTS OF THE ACI BUILDING NITS. ALL CM HALL BE LAID IN A FULL BED OF D. WINDOW UNITS SHALL DISP. LABELS SHOWING COMPLIANCE WITH THE FL ENERGY S7 NOTES &DETAILS DOCUMENTS WHERE SUCH INTENT IS IN DOUBT. BACK CHARGES WILL NOT BE ACCEPTED. DAYS. ALL CONCRETE WORK SHALL COMPLY W/THE REQUI OF 1900 PSI ON NET AREA OF INDIVIDUAL U U S CODE ACI 3130$) THE ACI DETAILING MANUAL (ACI 315/LA.TEST EDITION), AND THE SPECS. MORTAR IN RUNNING BOND U.N.O. ALL REINFORCING STEEL SHALL BE MANUFACTURED AWI NGS: CODE, GRAPHICS. DO ( CONCRETE FOR BUILDINGS ACI 301/LATEST EDITION). CONCRETE BILLET STEEL CONFORMING TO ASTM DESIGNATION A-615 GRADE SHOP DR B. DIMENSIONS AND NOTES SHALL TAKE PRECEDENCE OVER SCALE AND GRA FOR STRUCTURAL CON ( FROM HIGH STRENGTH B r NOT SCAL E DRAWINGS. COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY THE LATEST ACI 60 E. ALL NEW SINGLE-FAMILY HOUSES, DUPLEXES, TRI-PLEXES, CONDOMINIUMS AND SPECIFICATIONS. WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A-185, UNLESS A. THE CONTRACTOR SHALLSUBMIT THREE COPIES OF ALL SHOP DRAWINGS, ALL TOWNHOUSES SHALL PROVIDE AT LEAST ONE BATHROOM, LOCATED WITH MAX. M1 O1 HVAC NOTES AND EQUIPMENT '. C. IF WORK IS BEING PREFORMED IN AN EXISTING BUILDING AND / OR AS AN ADDITION OR OTHERWISE SPECIFIED. PLACE FABRIC 2" CLEAR FROM TOP OF THE SLAB IN SLAB ON F. ALL MORTAR SHALL BE TYPE S IN ACCORDANCE WITH ASTM SPECIFICATION C-270 WITH FABRICATED ITEMS AND EQUIPMENT FOR ARCHITECTS REVIEW PRIOR TO FABRICATICN POSSIBLE PRIVACY, WHERE BATHROOMS ARE PROVIDED ON HABITABLE GRADE LEVELS, COMMENCEMENT OF THE WORK. M201 HVAC PLAN - FIRST FLOOR SHALL BE AND COM OPENING. STEEL 29" CLEAR OPEN G ALTERATION(S) TO AN EXISTING BUILDING, THE CONTRACTOR SHALL VERIFY ALL EXISTING GRADE LAP ALL W WF A MINIMUM OF 6 INCHES U.N.O. ALL REINFORCINGA MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS: NO TESTING FOR MORTAR WITH A DOOR THAT HAS A MIN. CONDITIONS WITH REFERENCE TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND MANUF. FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A-615 STRENGTH IS REQUIRED FOR THIS PROJECT. M202 HVAC PLAN -SECOND FLOOR &DETAILS ELECTRICAL SYSTEMS. ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND GRADE 60. LAP ALL BARS MINIMUM 48 DIA. U.N.O. ON DRAWINGS. ALL HOOKS SHOWN IN B. CABINET SUPPLIER SHALL PROVIDE SHOP DRAWINGS. THERMAL MOISTURE PROTECTION:. ROTECTION: CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION IN REINFORCEMENT SHALL BE ACI RECOMMENDED HOOKS U.N.O. G. GROUT SHALL BE A HIGH SLUMP MIX (8"-11") IN ACCORDANCE WITH ASTM C WINDOW AND DOOR SUPPLIER SHALL PROVIDE SHOP DRAWINGS M203 HVAC PLAN -THIRD FLOOR &DETAILS " ,.- -. WRITING PRIOR TO THE SUBMISSION OF BIDS OR CONTRACT NEGOTIATIONS, THE CONTRACTOR SHALL COORDINATE AND SCHEDULE WORK BY TRADES, SUPPLIERS, SUBCONTRACTORS AND OTHER PROVIDERS TO INSURE THAT THE WORK, WHEN SUBCO COMPLETE D WILL BE IN ACCORDANCE WITH THE INTENT OF THE CONSTRUCTION DOCUMENTS. D. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL AND NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. WORK NECESSARY TO COMPLETE CONSTRUCTION: A. IT IS THE PURPOSE OF THESE PLANS AND SPECIFICATIONS TO DESCRIBE A COMPLETE AND FINISHED PROJECT OTHER THAN ITEMS MARKED "N.I.C" (NOT IN CONTRACT) REINFORCING STEEL: A. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS SET FORTH IN THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE, EXCEPT WHERE MORE EXACTING REQUIREMENTS ARE SPECIFIED IN THE CONTRACT DOCUMENTS. B. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL. 'SLAB ON VAPOR BARRIER 2" (ELEVATED 7 Yz") { . BEAMS AND COLUMNS 1/2" FORMED CONCRETE BELOW GRADE 2" . UNFORMED BELOW GRADE 3" FOOTING 3"CLEAR AT BOTTOM & SIDES 2"CLEAR OF TOP • WALLS 2"CLEAR OUTSIDE FACE, 1 112" CLEAR INSIDE SPECIFICATION TESTING FOR GROUT H. PROVIDE 9 GAUGE EVERY SECON �`J� I. ALL CONCRETE QUALIFIED ENG C-476 HAVING A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. NO STRENGTH IS REQUIRED FOR THIS PROJECT. HORIZONTAL JOINT REINFORCEMENT (LADDER TYPE ONLY) AT COURSE FOR ALL EXTERIOR WALLS. MASONRY BEARING AND SHEAR WALLS MUST BE INSPECTED BY A NEER JUST PRIOR TO POURING OF THE FOUNDATION, 1ST AND 2ND SHALL BE IN ACCORDANCE WITH THE FLOOR TIE -BEAM. "SPECIFICATION AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY" NATIONAL CONCRETE MASONRY ASSOCIATION. RAL STEEL: SECTION AND DETAILS ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE U.N.O. PLUMBING FIXTURES: A. ALL SHOWER HEADS SHALL HAVE ANTI -SCALDING PROTECTION A. INSULATION: INSULATION SHALL BE PROVIDED AND INSTALLED PER FLORIDA MODEL SECTION 9. MINIMUM OF R-19 BLANKET INSULATION R ROOFS AND AL AT ENERGY WALLS, FRAME WALLS. R-4.2 ON MASONRY, UNLESS NOTED OTHERWISE. PROVIDE THERMAL INSULATION AT ALL EXTERIOR STUD WALLS, EXTENDED FULL HEIGHT OF WALLS, FITTED VERIFY REQUIRED INSULATION VALUES TO BE INSTALLED TIGHTLY FLORIDA AGAINST FLORIDA MODEL ENERGY CODE AS SUBMITTED. DRAWINGS AND T SELECTED BY B. ROOF I TILE: TILE SHALL A LA SHOWN SHALL ARCHITECT/DESIGNER. INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS AND FLORIDA BUILDING CODE 2010. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL FURNISH A ROOFERS WRITTEN GUARANTEE COVERING WORKMANSHIP. MATERIAL MANUFACTURERS GUARANTEE FOR REPLACEMENT OF THE SAME AT NO COST TO THE OWNER WITHIN WARRANTEE PERIOD. - E101 � � - + ,I: s �:++` , ":' POWER NOTES, CALCS, RISERS, & PANEL SCHEDULES E1 OZ PANEL SCHEDULES E1O3 LOAD CALCULATIONS CONSTRUCTIO FOR THE DESIG PUBLISHED BY STRUCT E201 POWER PLAN - FIRST FLOOR E202 POWER PLAN - SECOND FLOOR E203 POWER PLAN - THIRD FLOOR ' CLEAN UP / REPAIR: A. THE CONTRACTOR SHALL MAINTAIN THE PREMISE CLEAN AND FREE OF ALL TRASH, DEBRIS, AND SHALL PROTECT ALL ADJACENT WORK FROM DAMAGE, SOILING, PAINT FLOORS, ETC SHALL BE LE FT EQUIPMENT, GLAZING FLOG Y ETC. ALL FIXTURES EQU P OVER -SPRAY, N COMPLETION OF HE PROJECT READY FOR OCCUPANCY UPON CLEAN AND RE B. THE CONTRACTOR SHALL REPAIR AND / OR REPLACE ALL ITEMS DAMAGED BY THE PROCESS OF CONSTRUCTION AND SHALL FINISH ALL PATCHWORKS AND REPAIRS TO MATCH ADJACENT AREAS AND SURFACES. CLIMATE St G•EOGRAPI--IIC.+DESIGN CRITERIA. A. PER TABLE R30L2(1).SUBJECT TO DAMAGE FROM WEATHERING IS CLASSIFIED AS "NEGLIGIBLE", & SUBJECT TO TERMITE DAMAGE IS CLASSIFIED AS "VERY HEAVY" SEE ADDITIONAL NOTES UNDER EARTHWORK. . SLABS 3W CLEAR. AT TOP (INTERIOR), 1 y" CLEAR AT TOP (EXTERIOR) ' BEAMS 1 192" CLEAR TO STIRRUPS ` COLUMNS 'I 1/2"CLEAR TO TIES C. REINFOR�IN G MESH: ON -GRADE BUILDING SLABS SHALL BE ACI-318 ELECTRICALLY WELDED WIC FABRIC, SIZES AND GAUGES AS SHOWN ON THE DRAWINGS ''_ BEAM NO TES: D. GENERAL B G 1) SCHEDULF HOOPS OR STIRRUPS SHALL BE PLACED AT EACH END OF BEAM U IM 2) BUNDLE ALL STR. BEAM TOP BARS IN PAIRS OVER SUPPORT W/ TOP BARS FROM ADJ. BEAMS. ' 3) ALL TIE BEAM REINFORCING SHALL EXTEND INTO SPAN OF ANY ADJ. STIR. BEAM PER STANDARD ASTM BENDING DIAGRAM. 4) TIE BEAM DEPTHS ARE MIN. AND MAY BE INCREASED(8" MAX.) TO FIT BLOCK WORKAND WINDOW AND DOOR HEADS. 5) DROP BOTTOM OF TIE BEAMS, AS. REQUIRED, AT WINDOW & DOOR HEADS (28" MAX. BEAM DEPTH) & ADD 2 #5 BOTTOM, IF DROP EXCEEDS 8" U.N.O. ON PLANS. 6 ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND 6" MIN. INTO SUPPORT U.N.O.Ar A. WORKMANS EXACTING REQUIREMENTS B. ALL STRUCT THE LATEST AISC A36. ALL STEEL - ALI� FELD WEI . FIELD "AMERICAN W "AMERICAN WE PERFORM THE ELECTRODES. IP: WORK SHALL COMPLY WITH A.I.S.C. ASO 13TH EDITION, UNLESS MORE ARE SPECIFIED IN THE CONTRACT DOCUMENTS. RAL STEEL SHALL BE FABRICATED AND @RECTED IN ACCORDANCE WITH C. CODE. STRUCTURAL STEEL SHALLgNFORM TO ASTM SPECIFICATION � TUBING &PIPE SHALL CONFORM TO ASfiM SPECIFICATION A=500 GRADE B AT OF RUST HAVE A SHOP CO HOP AND STEEL TO INHIBITIVE PAINT. ALL S INH WELDERS PERFORMED BY WE SHALL BE PER O QUALIFIED, P O, AS DESCRIBED D1 DING SOCIETY'S STANDARD QUALIFIC/yt{IbN PROCEDURE" (ASW D1.1), TO PE OF WORK REQUIRED. ALL STEEL WELDING RODS SHALL BE E70XX WALL LL LEGEND f � WALL ABV OR BELOW ® MASONRY WALL HT AS POTSHELF HEIGHT CELL IN GROUT FILLED CE G O EIS '. NOTED LLIW=LUJIW MASONRY WALL POURED CONCRETE COL. POURED CONCRETE COL. ® LL�� IN MASONRY WALL IN MASONRY WALL NON-BEARING FRAME NON -BEARING FRAME WALL WALL A ' P1 O1 .. " TES E UIPME PIPING NO O Nfi & D STALLS P201 SANITARY PIPING PLAN & (�i/p,LCS - P202 SANITARY PIPING ISOMETRIC P3O1 POTABLE WATER PIPING PLAN E'CALCS C P401 PROPANE PIPING PLAN & CALCS ( NON -BEARING FRAME BEARING WALL J INSULATED WALL P4O2 PROPANE PIPING ISOMETRIC I REVISIONS BY DATE a PERMIT SETS ISSUED DWD 0718.14 BUILDING DEPT. REVS DWD 08.25.14 M of V o N rn v K ro Q J N N LLL W d In U O Q 0 2 C W V J n a ❑ a LL O[ oc /� CA c 1 � U � , O U U LL d 0 � Os � 3 m 5 5 vt kF j X P" r IN *L z Job No.131113 8 SEf" 0 2 2 Ot4` � I 11105 HRM-AA003,P9 COVER SHEET s REMIONS BY DATE g a r PERMIT SETS ISSUED DWD 07.1814' m v ID \� • rn \v co r W � d v)3 NAP cg a a �7 S COASTAL CONSTRUCTION CONTROL LINE H l G G � (1972 CCCL) PER WEATHERINGTON & � � =\ TWO STORY +BASEMENT KIRBY SURVEY, FILE NUMBER 81-205L, co ��J SINGLE FAMILY RESIDENCE / DATED 6-30-81 (PLAT BOOK 16, PAGES wi CBS CONSTRUCTION 32, 32A-32G), / �/\ GARAGE (+7.33' NGVD/ + .84' NAVD) e Y �\ LOWER LEVEL(+8.50' NGVD/ 7.01'NAVD) IL LEV EL +19.5'NGVD/ +18.01'NAVD z n MAIN ( ) ♦ MEAN HIGH WATER LINE LOCATED U UPPER LEVEL (+33.5' NGVD/ +32.01'NAVD) ♦ e o e e AT ELEVATION 2.00 FEET N.G.V.D. 1929 AS z 0 ,Ae PROVIDED BY FLORIDA DEPARTMENT o \ ' e OF ENVIRONMENTAL PROTECTION, AND Ui o FIELD LOCATED ON SEPTEMBER 13-19, 2005. a y .. IL &DISK �� \ A 59„ e ♦ `" A \ A 2' CONC. ♦ _ a \ e MEAN HIGH WATER LINE LOCATED ON \ \\ c & G ♦, ♦ ♦ x �, FEBRUARY 08, 2014, 3:05PM ELEVATION 0,50 W \ \ e ♦ e � � (NAVD OF 1988) CONVERT TOIs e e � e _ Q CATCH e e e EASTERLY LIMITS OF W �® \\ BASIN ��� o� ` j (NGVD OF 1929 (+1,49)) H ♦ e ® DUNE GRASSES ULo \ \ \ SEWER t�,` o o MANHOLE LOT WESTERLY LIMITS OF n \ RIM ELEV..47' DUNE GRASSE =5 VACANT - � O 50 GAL. y s ROP NE TANK \ �A \6'-0" HIGH ,�23 OMO e e XA T IZE & e TE WAL &GATE �P� CONCRETE EQUIPMENT PAD e e E CONSTRUCTION FENCE S \ ASPHALT LO TIO lS\B.D.) e ,_.: ���G ABOVE FLOOD ELEVATION , e &APPX. WORKS LIMITS <� SEASONAL HIGH WATER LINE - "MIN. e Sze VA ;.. 93' 0" e e 1 88. MAINTAN 10 1 6 ♦ 1 e ELEV. 5.19 , NAVD OF 9 GAP FROM PRO ER LYNE ' \ ,v, \ OVERALL BUILDING LENGTH LOCATED FEBRUARY 08, 2014, 11: 00AM N BUIL I �, �' ♦ 95.85'-- L4 53. 126.76' z a. 89°5 '14"E 313.63' , LL X MAIN e e e \ \ N LEVEL -BUILDI G, POOL, & X No e e 95 I POOL D CKS TO BE \ \\ lsso' NGVD SE PILE SUP ORTED & TO BE _ 18.01' NAVD ♦ ♦ - ° e INDEPEN NT STRUCTURES o POOL W �qe Z LOWER e ♦ ® EASTERLY LIMITS -0F cr_ m \ — Op - \ LEVEL 19.00' NGVD ♦ DUNE GRASSES '. 8.50' NGVD 17.51' NAVD m �6 \ s 7.01' NAVD e �, \ \ 26'-8" z W ♦ 1 \ L WIDTH ` J ` ♦ ° 29.72 \ ASP LT \ e ,- ASPHA T p �, 98.88 'C 57.22 — 124.18 In \ / L5 • j P 6. ,. N8905 ' 318.19' ♦ \ 01.E \ SI L& ATE- - —,T— --— — — — — — — iA \ C C ETE E P A6 DOGE TERLY LIMITS e e �. \^ \\ % O E FLOO LEVATt N 11�,10..MOs� DUNE G R S e N O , e 7 FND. 5/8 IRON & \r �o O < \\ .NPR o�`� ♦� e LB # 959 \ o \ SAP3 Mo5 eG e9-1 \ "Aim 14 y 0\ N 1083936.929 \\ SEP�P� e�4, ♦ �2 SEASONAL HIGH WATER LINE : E _908187.497 \ Qo��' e2 ® N ELEV. 5.19 , NAVD OF 1988. o \ 2' colvc. \ LOT 36� S) o ♦ N e NN c9 � LOCATED FEBRUARY 08, 2014, 11: 00 lot', No, ' i3-w. �O \ �� \ c & G VACANT ?424„ e� a �2 N e BENCHMARK N0. 2 FND: 5/8 IRON e OO \ \ F \ / y FND. NAIL & DISK \ \ ?� p ♦�� ®� ♦ & CAP ,,LB # 959,, ELEVATION — e SEWER O 7 -° "BLOOMSTER e\ MANHOLE E�Ev. \\ "° e e 12.56' (NAVD OF 1988) Z \ \ \ =6.8T , \ e�� ♦ u e - - — — — ♦ -� e ,% 1 9 SEP 2 0 2014 O �` O 61 94' 121.00' e 0 , . �x 105 h'IR - 9 N89 5814E 322.80 e ♦ ✓ CA% nv SITE ��� G ` \\ ♦ ♦ \ ♦ \ t PLAN ��® FND. 5/8 IRON & CAP \\ ® ♦ �® .:.: \ ��--� -� "LB # 959" e e SITE PLA \ COASTAL CONSTRUCTION CONTROL LINE \ AS RECORDED IN PLAT BOOK 26, PAGE 26-261, PUBLIC RECORDS OF ST. LUCIE S. n � COASTAL CONSTRU"CTiON CONTROL LINE (1972 CCCL) PER ' 2 COUNTY, FLORIDA. RECORDED SEPT. 15, � � �� WEATHERfNGTON &>KIRBY SURVEY, FILE NUMBER 81-205L, � 1988. DATED 6 30-81 (PLAT BOOK 16, PAGES 32, 32A-32G). �Z- 2 \ I BASIN ♦ ® DUNE G F , PERN SEWER V1 WESTERLY LIMITS OF ' MANHOLE ♦ ;r c y RIM ELEV:=5.47' DUNE GRASSE \ s VACANT \ s ♦ W i ® o a -I[ no O c9 BB t m ♦ � ,:, a� ♦ 4 �� r�... �� tea, tEziNNLARGED SITE FLAN 7 -0 6 -0 19 6" 14'-4" r HB 5 1' NAVD ' L o I N v "p-MM 16'-0" I I 6'_4" 5. 1" i 1' " T-10" 5'-3" 11'_0" 6._4" 4.-6. �._�.. I I I I I M �m A\N5" I MECHANICAL/ LINE OF WALL I I I BONUS STORAGE ABOVE I 2938 SF I I ab I I 8.50' NGVD — - — — — — —fl (DESIGN I I a° LINE OF W LL I I 7.01' NAVD - TO BE DETERMINED) I I ABO ESim I I I I — — -- — — i —� I I I — — — — 4 I 5'-11" 12'_0" 9'4 6'_0" I I o I I I I I I I I I I I I I I Pool & SPAABOVE I I I I I I NON -HABITABLE SPACE BELOW I I I I --- —�---- I I I I II II 8.50' NGVD 7.01' NAVD Ill ELA 1 ALL FLOOR & WALL FINISHES BELOW BASE FLOOD ELEVATION (7.0 N.A.V.D.) TO BE MOISTURE RESISTANT MATERIAL & MUST EXTEND UP WALLS A MIN. OF 18" ABOVE FLOOD ELEVATION TO 8.5 N.A.V.D. 6_ ^.. 5'-11" 12'_0" 15-6 4-4 II II 1 0 II LINE OFWA L I I L------------ ABOVE —g I L A802 —1 ■ I � I I "v 2 A301 TOTAL AIR CONDITIONED AREA CALCULATION A/C - 1ST (GROUND) LEVEL 415 SF A/C - 2ND (MAIN) LEVEL 3048 SF A/C - 3RD LEVEL 2925 SF TOTAL A/C AREA 6388 SF TOTAL NON -AIR CONDITIONED + AIR CONDITIONED AREA CALCULATION 4-CAR GARAGE 1162 SF A/C -1ST (GROUND) LEVEL 415 SF A/C - 2ND (MAIN) LEVEL 3048 SF A/C - 3RD LEVEL 2925 SF COVERED ENTRY 67 SF MECHANICAL/ BONUS STORAGE 3805 SF OCEAN TERRACE/ OUTDOOR 796 SF LIVING AREA RIVER TERRACE 250 SF UPPER OCEAN TERRACE 253 SF UPPER RIVER TERRACE. 67 SF TOTAL AREA 12789 SF 25'-10" w o � � 7r, 1st (GROUND 1 /4"=1'-0" 4 v STAIRS FROM POOL DECK ABOVE / DOWN TO GRADE LEVEL DIMENSION PLAN I —------1510 — �2I h t N1 I �1 rs xia I l LL II --,� r I I —� -n � I I I I II fl I I I 9.50' Nq D _LL —1 4 I N o FF +11-0' z^ q. L— — —------- HB` N g^ 10'-10" 17.68' NAVD TER CE m 32,-6" x 21 1 I 0 o m o o O 19.00' NGVD I 1 .68 i.! 17.51' NAVD o � 2'4"En o ZI 6-1 T 0 M � 1 q 3» I I III o I I 1 � — A401— II� I 19.1 ' N VD 7.6 ' VD r• 1 3 a 106,_0" I67'4" 8'-6 8'-1" 1'_0" 13r_0" 16-YI. 2T-3" g'_p" 10" T-3" 10" 5'I '-0" 10" I I I l . '. 5, lilt -- , - - _ - r : R NTRV - - uNE I 6' 10" 0. x a a o I CABA �i \ ilia POWDERL---- 0•r t r0 '• 1 -6^ I _0" 5-10' 24" 4' 0" 11 _ _a I 5 4" z 6" J J 6'-6" x T-2" I 5:_6 144 T-0" — 8'-11 "L — — — _ » L � 1D" — 1' — — — — 8'- — — — iv 1 8" __ __ 6'_0" r ��--—�-T� 8 N VD — — ---- --- ---- f60 1 131 I 17.6 _ - BUTLERS I I I I I I T� III � i I I, I N — PANTRY I p" �b _ 2' v 2 8" 3' v z' 5'-10" I KIT HEN f J _ — — — LL I - --� —17`01 >I 2-VI L1---- 1 1 4 �LINEOFW 4" --� �— V F 7 F---� 1 1 f I j T ABovE — -L L U — — LJ— —1J J HEARTH FF +,r-0" 1 —� ROOM N 111 - :� o II — 19.50' NGVD N 18.01'NAVD c0 — --� r-- -� COVERED r ---� — __LI E OF AL I o YI 1 9 1 1 I As — — — — �'- ' 1'4" 7 — — — — — — —30` 10 — — — — — — » 4,_2„ I'_o'I1'_o" �, sQUTDOORI I'-o" a'Gs^ 7_0» 6._0„ 3'-0» 8" — 1 GAME ROO a 1 19'1 x 26-10" If M I — --- 18-4 ^ ---- STACKING _ —_ —_- -- u— --- �-- __ 22'-7F. J L.— —J L--� —------Y— -- __ ______ - _ -- '--- _ __ ____ __ - I C � I ---� I c 3' 0 17'-10"1 IF - 2'-10' 3'-6� I 1 � I II Nipso --- --� ;III II1 ----------- - — LINEOF LL — — — 1 ABOVE OPEN AIR cq I I I N 11 III zo'_s" OCEAN 7, p 3' : I I 1T-10" 1'4" " 12'_1» 12'-1" 1 " 6'4" 4'-2" 1 n ILKIRACE J L - _ J L — 1 — — — - — — — — _ — I 40'-6" x 32'-6" GREAT OOM — — — — I 19.00' NGVD r r---- 1 2s4" x a:_6" 1 1 — — COVERED I 17.51' NAVD — II 1 OCEAN I2'4" 1'-8" 1 8'10" 4,-O" 4,_ I' 1'4" 24� 2" _ 71:_6» TFRRACE= III T-6" 12'-0" 8'-0 » N �_I -- _—__— _ — -- — 19.50' NGVD — — — — — 1 I o H V I�Cr.7 �k t tFil _ - 18.01' VD 4" m .. y. ON -- ---- ------- — — — — — — I — I I I I } I I ax , I 5 �F I r t {( � � lip �I16 I ---- A -2 P --- 19.1 NGVD w I I ?', !r-!,`;(r;Nt��41�.n Si. riaatS,SIaLt�{ --- --- O EN s-n ---- I— — — — — — — — — — — — — — J 17.68 NAVDtktlS,l TO ABOVE & m LINE WALL s BELOW a V AA -- I 4 -- 11 ABOyE III I. WET N ___ I -- — —_ ---_ — a 11 DECK Y r " " :� » » » » » » 11 — — ."— — 1'_0" 3'_2" 1L ,: 7•_6• 7•A" ,.iv / 1 7 8 9 "8 9 10 11 12 4' 0 / 7'- 4 0 0 T' 1 -4 5 -2 12 r6 5 10 / ! 2" o 2'-1 T-67 ftp��NO B 2 A301 SLEEPING ROOMS NE-r CLEAR OPENING WIN OW WITH A OF 5 So. FIT. FOR GROUND FLOORS, 5.7 Q. FT. FOR UPPER FLOORS. OPENINGS SIL LNOTQMORE LTHAN 44" ABOESS THAN 7 VE FLOOR. AIR CONDITIONED AREA CALCULATION A/C - 2ND (MAIN) LEVEL 3048 SF TOTAL A/C AREA 3048 SP I I POOL EQUIPMENT 0 ON MIN. 6" THICK CONCRETE EQUIPMENT PAD ABOVE FLOOD ELEVATION 24:_8" NON -AIR CONDITIONED + AIR CONDITIONED AREA CALCULATION A/C - 2ND (MAIN) LEVEL 3048 SF OCEAN TERRACE/ OUTDOOR 789 SF LIVING AREA RIVER TERRACE 250 SF TOTAL AREA 4087 SF 11.00' NGVD 9.51' NAVD E f i E I I t33 1 I �ICOFN r 2nd MAIN LEVEL DIMENSION PLAN 1/4"=V-0" REVISIONS BY DATE a PERMIT SETS ISSUED DWD 07.13.14 O C C c L t W L J U L i H ` c U ` � W c05 i W Q 1 H Lr) Z O cu CCU n r ^r-k 1 My I Job Nw-, 1311136 s SEP 2 0 2014 3 5 i PL--0011105 FIRM-' 003s79 r 2nd (MAIN) LEVEL DIMENSION PLAN a 101a 2nd FLOOR PLAN 200 SERIES KEY NOTE LEGEND 48" MAGNUM'VIEW THRU' GAS FIREPLACE BY ISOKERN, OR APPROVED 212 OWNER SELECTED UNDER MOUNT LARGE SINGLE SINK SEE MEP DRAWINGS. 223 42" HIGH KNEEWALL w/ TEMPT) GLASS ABOVE. WATERPROOF SHOWER SIDE OF 201 EQUAL. SEE INTERIOR DESIGNER DRAWINGS FOR ELEVATIONS. SEE KITCHEN NOTE BELOW. WALL. SEE INTERIOR DESIGNER DRAWINGS FOR DETAILS. 213 OWNER SELECTED 24" ELECTRIC WARMING DRAWERS. SEE MEP DRAWINGS. SEE' 224 16" DEEP. 18" SHOWER SEAT. 202 RECESSED HOSE BIB. SEE MEP DWG's. KITCHEN NOTE BELOW. 203 BUILT-IN CABINETRY AND/ OR SHELVING BY OTHERS. 214 34"-38" HIGH HANDRAIL ON AT LEAST ONE SIDE OF STAIR PER FBC 2010 RESIDENTIAL, SECTION R311.7.7. O.C. TO SUBMIT SHOP DRAWINGS (TYP @ ALL STAIRWAY HANDRAILS) &MUST COMPLY w/ HANDRAIL GRIP SIZE PER FBC 2010 RESIDENTIAL, SECTION R311.7.7.3. TYPE I OR TYPE I1. 225 A 42" MIN. HIGH A.F.F. DECORATIVE GUARDRAIL w/ PICKETS SPACED TO MIT SHOP 4" D1A. SPHERE, PER FBC 2010 RESIDENTIAL, SECTION R312. G.C. TO SUBMIT SHOP DRAWINGS (TYP @ ALL INTERIOR GUARDRAILS) 203A FLUSH STYLE SQUARE TYPE K DRAIN. PIT H SLAB TO D A PIP S DRA CMU & AZEK CLAD COLUMN. ME, ELEVATIONS & STRUCTURAL DWG's. SEE NOTE 225A CORAL STONE CLADDING, SEE ELEVATIONS. SEE NOTE #3 BELOW. 203B 204 TUBE STEEL COLUMN. SEE STRUCTURAL DRAWINGS. 215 ELEVATOR BY PALM BEACH LIFTS, OR APPROVED EQUAL. PROVIDE SHOP DRAWINGS FOR REVIEW & APPROVAL. VERIFY EXACT LOCATION OF ELEVATOR 226 FRAMELESS TEMPERED GLASS SHOWER ENCLOSURE. EQUIPMENT. , 205 OWNER SELECTED STACK WASHER & DRYER. SEE MEP DRAWINGS. 216 OWNER SELECTED 24" ELECTRIC STACKABLE DISHWASHER DRAWERS. SEE MEP DRAWINGS. SEE KITCHEN NOTE BELOW. 227 42" HIGH CMU & STUCCO KNEEWALL. SEE ELEVATIONS & STRUCTURAL DWG's. OWNER SELECTED SINGLE SINK. PROVIDE FILTERED WATER. SEE MEP 217 OWNER SELECTED DISHWASHER. SEE MEP DRAWINGS, SEE KITCHEN NOTE 228 FIXED WOOD (OR WOOD COMPOSITE) LOUVERED PANEL. SEE ELEVATIONS. 206 DRAWINGS. BELOW. OWNER SELECTED UNDER COUNTER TRASH COMPACTOR SEE MEP 218 OWNER SELECTED ELECTRIC COFFEE SYSTEM, PROVIDE PLUMBED WATER LINE. 229 42" HIGH KNEEWALL SEE INTERIOR DESIGNER DRAWINGS FOR DETAILS. 207 DRAWINGS. SEE KITCHEN NOTE BELOW. SEE MEP DRAWINGS. SEE KITCHEN NOTE BELOW. OWNER SELECTED POT FILLER. SEE MEP DRAWINGS. SEE KITCHEN NOTE 219 REFRIGERATED WINE STORAGE W TEMP'D SLIDING GLASS DOORS, SEE INTERIOR 230 BAHAMA SHUTTER. SEE ELEVATIONS. 208 BELOW.. DESIGNER DRAWINGS. 48" 'VIEW THRU WOOD BURNING FIREPLACE w/ CLASS W METAL FLUE ER SELECTED 30"ELECTRIC SINGLE OVEN W/ MICROWAVE ABOVE. SEE OWNER ER SELECT 220 OWNER SELECTED OUTDOOR RATED BBQ SINK. SEE MEP DRAWINGS 231 THROUGH ROOF, SEE 3rd LEVEL FLOOR PLAN FOR FLUE LOCATION. SEE MEP SEE KITCHEN NOTE BELOW. INTERIOR DESIGNER DRAWINGS FOR ELEVATIONS. (SEE NOTE k2 BELOW) 36" WOOD BURNING FIREPLACE W/ CLASS'K METAL FLUE THROUGH ROOF, SEE 210 " GAS RANGE W/ S.S. EXHAUST HOOD ABOVE. SEE MEP OWNER SELECTED 60 GAS AN 221 OWNER SELECTED 42" GAS BBQ w/ SIDE BURNER- SEE MEP DRAWINGS 232 3rd LEVEL FLOOR PLAN FOR FLUE LOCATION. SEE INTERIOR DESIGNER DRAWINGS FOR VENT SEE KITCHEN NOTE BELOW. DRAWINGS FOR ELEVATIONS. (SEE NOTE N2 BELOW) OWNER SELECTED 48" SUB -ZERO PRO REFRIGERATOR/ FREEZER SIDE BY 222 OWNER SELECTED OUTDOOR RATED UNDER COUNTER REFRIGERATOR SEE MEP 233 48" GAS FIREPLACE. SEE MEP DWG's FOR GAS LINE LOCATION &SIZING. 211 SIDE. SEE MEP DRAWINGS. SEE KITCHEN NOTE BELOW. DRAWINGS. NOTES: 1. VERIFY ALL KITCHEN APPLIANCE SPECIFICATIONS & LOCATIONS, AS WELL AS CABINETRY W/ OWNER 703 INTERIOR DESIGNER, AND KITCHEN DESIGNER. 2. FLUES FOR WOOD BURNING FIREPLACES TO PENETRATE CONCRETE FLOOR SYSTEM AND BE OFFSET AS NEED TO THE 3rd LEVEL AND THROUGH THE ROOF. PROVIDE FIRESTOPPING MATERIAL @ FLOOR PENETRATION. 3. CLADDING (CORAL STONE & AZEK) TO WRAP ENTIRE COLUMN & RETURN BACK TO WINDOW OR DOOR JAMB WHERE APPLICABLE. 228. 225 228 214 tSOWER 3 HEADTROLS _ A -A A401 �--INFINITY EDGE TROUGH 11.00' NGVD 9.51' NAVD REVISIONS BY I DATE a PERMIT SETS ISSUED DWD 07.16.14 N W N M ts 7 TOM N � N L 0 /W//� QI V� W 0] 5� lY tY, Q W" a W� GEM 3�1 rTl 0 IN �wI I r^ O W. /H c� W O � c tl i,ILL - 6 1 � Job No, 131'136 IL 4 IN SEP 2 0 2014 L-4)011105 FIRM -AA00 379 2nd',(MAIN) LEVEL NOTE PLAN ® 2nd MAIN LEVEL NOTE PLAN B_B 1 A501 2 _ I z:_7n 2,_ n 5_2„ 5 0^ I , v I W.I W.I C. — - i-e° I N BED OOM 13,$n 1 s- X 6' ' I ' ' 1 3i. n' nl I 2 ,� 5 J0,_,�c ^6-6 4j4" 3'-2" --- ----- -- --- --- ' C.H. 1 a k o 14'-6n 13:_8n G' Yo " b _ RIV i 33.50' GVD o 3 .@r NA ID N P 1a-8" SIN v -------- - - r LINEN ' Lc-"'1 J A TER — — mN 1 I tow" C.H' BAT 17 ,12-4" x— x SIN O - � — 6'-4n o I,1 II Y U ER - 1z'_z^ FF �1N IS 11b' C.H. 10-0"C.H. �. io o L _ v -, 4 — — N 1o,_onc.H. I AN 1 20' 6n 10,_B,: v — -- -- -- 0'-0'C. 6'-0" 1310'-0" C.H. o N LC.H. _ _ - — — 100C- N � < o- 6 2 ... 1 10"T 10" 4'-4' 4'_6^ Ia lol 6'_6" \ 3' / � III [10'-O"C.H., 4 4"15'-6" FF +26-0 3.50' NG D Q 1 N b2.01' D 1 LOUNGE �\ \— — — — / / 29 - \ \ 16}6" x 20'-0" / / 33.50 NGVD 32.01 NAVD 22 VAULM 21 - 6o \ (SEE REFLECTED. 31.6 'NA D 20---- -- — s � 19 ---2 OP�IV FF +25'.0' 18 r— v T 3 3ELOWVAULTEDCFILING 17 -- — --- '. I 4 �,; (SEE REFLECTED ----- t / CEILING PLANT 15 10'-0" C.H: 1 1 r 7 18 19 110IN I12I 13I 14I 15 / \\fill vlz-�Zz 16'-2" 5,4 10'-Of. 1�1 6" C.H. ELEVATOR — — 9'-0" C.H. 4, 10'_On _ - _6" AL " — — co FF +25' 6' —_--- ,. _ m 1 $ 1 1 11 2 s^ r_6 — 1' $ 6n z 10' 16 0^ N W.LC. C0 _ � I w D D I m T-T i� 1 N 802 ABo2 U IL n I TH #4 v 11 B�D00M BA#4 I- 8'14-2" bc,4 m 12 x 6'-0" �� 1 40n m I in —-- ------ 2'- 1 r NOW 37'-10" F WE SLEEPING ROOMS PROVIDE AN EGRESS WINDOW WITH A NET CLEAR OPENING OF 5 SO. FT. FOR GROUND FLOORS, 5.7 SO. FT. FOR UPPER FLOORS. OPENINGS SHALLSS THA N 2 4H OR 20'W 0 6BE:LE NO T SILL: MORE THAN 44 ABOVE FLOOR. , 2 A301 3 A302 AIR CONDITIONED AREA CALCULATION A/C - 3RD LEVEL 2925 SF TOTAL A/C AREA 2925 SF NON -AIR CONDITIONED + AIR CONDITIONED AREA CALCULATION A/C - 3RD LEVEL 2925 SF UPPER OCEAN TERRACE 259 SF UPPER RIVER TERRACE 67 SF TOTAL AREA 3251 SF L Sp 3rd (UPPER) LEVEL DIMENSION PLAN 1/4"=1'-0" A Em 3rd FLOOR PLAN 300 SERIES KEY NOTE LEGEND ELEVATOR BY PALM BEACH LIFTS, OR APPROVED EQUAL. PROVIDE SHOP 312 42"HIGH KNEEWALL. SEE INTERIOR DESIGNER DRAWINGS FOR DETAILS. 323 FLOOR MOUNTED TUB FILLER. VERIFY EXACT LOCATION & SPEC'S w/ 301 DRAWINGS FOR REVIEW & APPROVAL . VERIFY EXACT LOCATION OF ELEVATOR . INTERIOR DESIGNER. EQUIPMENT. 302 RECESSED HOSE BIB. SEE MEP DWG's. 313 42" HIGH CMU & STUCCO KNEEWALL. SEE ELEVATIONS & STRUCTURAL DWG's. 324 4"x4" SHOWER CURB. SEE DETAIL ON DETAIL SHEET. 34"-38" HIGH HANDRAIL ON AT LEAST ONE SIDE OF STAIR PER FBC.2010 OWNER SELECTED, FULL SIZE, STACKABLE WASHER & DRYER. SEE MEP 314 RESIDENTIAL, SECTION R311.7.7. G.C. TO SUBMIT SHOP DRAWINGS (TYP @ ALL 325 FLUSH STYLE SQUARE TYPE DECK DRAIN. PITCH SLAB TO DRAIN. 303 DRAWINGS. STAIRWAY HANDRAILS) & MUST COMPLY W HANDRAIL GRIP SIZE PER FBC 2010 SEE MEP DRAWINGS FOR ROUTING OF PIPING. RESIDENTIAL, SECTION R311.7.7.3. TYPE 1 OR TYPE I1. ` 42" MIN. HIGH A.F.F. DECORATIVE GUARDRAIL w/ PICKETS SPACED TO REJECT A CMU & AZEK CLAD COLUMN. SEE ELEVATIONS & STRUCTURAL DWG's. SEE NOTE 304 OWNER SELECTED UTILITY SINK. SEE MEP DRAWINGS. 315 4" DIA. SPHERE, PER FBC 2010 RESIDENTIAL, SECTION R312. G.C. TO SUBMIT SHOP 326 #3 BELOW. DRAWINGS (TYP @ ALL INTERIOR GUARDRAILS) BUILT-IN CABINETRY AND/ OR SHELVING BY OTHERS. 316 FIXED WOOD (OR WOOD COMPOSITE) OPERABLE COLONIAL STYLE SHUTTER 327 SHOWER DOES NOT HAVE A CURB. CONCRETE SLAB DEPRESSED 2" TO ALLOW FOR SLOPING OF SHOWER PAN TO DRAIN. EXTEND WATERPROOFING ON VERTICAL 305 PANEL. SEE ELEVATIONS WALLS 12" MIN. AND ON ADJACENT FLOOR SURFACES 12" MIN., SLOPE TO DRAIN. 306 OWNER SELECTED UNDER COUNTER REFRIGERATOR. SEE MEP DRAWINGS. 317 BAHAMA SHUTTER. SEE ELEVATIONS.. 328 B-0" HIGH LOUVERED PRIVACY WALL PANEL, NOT STRUCTURAL. DESIGN TO BE DETERMINED. OWNER SELECTED BUILT-IN MICROWAVE IN UPPER CABINETRY. SEE MEP 318 AIR HANDLING UNIT HUNG FROM ROOF TRUSSES, SEE MEP DWG's. 329 307 DRAWINGS 22" x 36"ATTIC ACCESS HATCH. COORDINATE LOCATION w/ FINAL PLACEMENT OF OWNER SELECTED SINGLE SINK. PROVIDE FILTERED WATER. SEE MEP 319 ROOF TRUSSES AND ADJUST AS NEEDED. PROVIDE SWITCH, LIGHT, & RECEPTACLE 330 308 DRAWINGS. :. @ IN ATTIC. SEE MEP DWG's.. 10"0 SOLATUBE DAYLIGHTING SYSTEM THROUGH ROOF, SEE ROOF PLAN 331 309 FRAMELESS TEMPERED GLASS SHOWER ENCLOSURE. 320 (TYP. OF 2) 42" HIGH KNEEWALL W TEMP) GLASS ABOVE. WATERPROOF SHOWER SIDE OF 321 14"0 CLASS'A' METAL CHIMNEY FLUE FOR FP @ Isl LEVEL (OFFSET FLUE AS : 332, 310 WALL. SEE INTERIOR DESIGNER DRAWINGS FOR DETAILS. NEEDED), SEE ROOF PLAN. OWNER SELECTED, FREE-STANDING JACUZZI STYLE TUB. VERIFY EXACT 333 311 l6" DEEP x 18" SHOWER SEAT. 322 LOCATION & SPEC OF TUB FILLER. 307 316 NOTES: 304 3 3U ' 1. VERIFY ALL KITCHEN APPLIANCE SPECIFICATIONS & LOCATIONS, AS WELL AS CABINETRY w/OWNER, -.: �: at:.:'• ,?'. .�., .ii' ..�,. r INTERIOR I KITCHEN DESIGNER. — — — — — — — — — — — — — — —.— — — ... r : •' .:.I: it ! '!' i 'il:,.. :..::.: .{: i.., , R DESIGNER, AND N — — — " "' ' ' s. ' 2. FLUES FOR WOOD BURNING FIREPLACES TO PENETRATE CONCRETE FLOOR SYSTEM AND BE OFFSET AS NEED — — — — — — — — — - — — — — — — — — — — — . ii � r \ ; �� TO THE 3rd LEVEL AND THROUGH THE ROOF, PROVIDE FIRESTOPPING MATERIAL @FLOOR PENETRATION. 8 I — — — — — , — — — — i �O E(c — — i \ 9. CLADDING (CORAL STONE & AZEK) TO WRAP ENTBffi COLUMN & RETURN BACK TO WINDOW OR DOOR15 v I KIM S I S — \ \ 117 306 WHERE APPLICABLE. 1 I W.I.C. I W.L. — 316 l EDRR OM 321 I 1 10'-0" C.H. I // 1 # 309 10'-0 C. 310 y y/z— — — — 1 10'-0" C.H. 1 I 311 90,-O" C.H. 1 J ." 10'-0„C.H. F 319 I \\// SITTING 3os fn L---- 17 318i ---- —.--- --- -- -- I —_—_AREA— — — s I I _____ — — — — — — I I _14_ o -- -- . I __ __ ;::...;. �-� --- -I— 'S' I C.H. ... _ VAULTED CEILING — — — — 1o'-s' — + M 10 0 C.H. :::. .. , .:.: _t '-0" C.H. 10'-0 C.H. ,, .' — — — - - — — — — — — — � — :.ii :a ( CEILING PLAN) 313 r—� l 1 7 � MIST { --- ------ I10'-0"C.H. O ;a �I 31E.---- - \ / \ L RY \ - /C.H. 313 10 — — — — — ,.. 10'-8" 10'-0 .H._—_ FF + \\\ ----- 1 � — — , ,. 3^12)i i W.I I I W.LC. + BEDl*OOM31s / \ 315 �J I 6,_1:, x 6.-6. C \ 5'-' x 8'-6" REVISIONS BY DATE a PERMIT SETS ISSUED DWD 0716.14 M � M W V O � W N N 3 O N / L/u/� � .. Q co W lY G � J N _N W LL 1 4 N CO CO 1n (¢ O - Z O a E': a W La Q � La U M J M Fr-1 z w ILI 0 H i J L� a` N r s UP 3 10'-0 .H. 10'-0„c.H. — M _ —173 _ RIV C 32.01' NAVD s — 33.50' GVD 321 1 '-8^ C.H. 326 1 326 : _ 10'"8" 302 I _ 17 ---+-------- — 305 LINEN ) �C4H' 1 — J A TER 322 23 316 F 325 J 10'-D" C.H� BAT 320 — Z 315 315 - - 31 1 1 Y NICHE w/ I I `'� „ „ �, 1 i 03' GVD 1 c0 FF '25'-0 SHpLVES UP ER 1 ea )~ i a r 8; 1 i -0" C.H. 10 AN I , 1 � 10-a, C.H. I I � � _ 312 — � 10,_0„ C.H. OC I 326 302 308 H S ----�--- 10'-8" 1310'-O" ° C.H. JC10 -H. 310 305 C I CAt ..mavY, sR,wes"s,.mt MORN i.. 10,_01, C.H. BA Ej 306 z 315 I A 1 ' 1 --—————— — — — — —— — A301 I'a 02 FF +2s'� 3.50' NGVD 307 \ \ / d«a T5 I I ii2.01' VD / w I — — — — — LOUNGE 23 -- --- \ \ 1s'-s" x zo'-o^ / 33.50' NGVD 326 ' 32.01' NAVD 22 --- \ / ---- ---- \ D ' \ VAULTED CEILING 1 — — 21--- -_-- - \ (SEE REFLECTED 31.6 'NA D zB L \ VEIL NGiLPN) A401s A401 I --------19 2 OP 314 IT r 317 1 \ \ e -- ---- / \ I �3 --- - - rT I / --- T 3 �ELOWVAULTEDCEILING 17 -- ---- I / \ I 315 I --- ---4 (SEE REFLECTED -- ---- / \ — — - 314 to CEILING PLANT 15 I 10'-0" C.H. / \ I 1 r 6 17 I8 19 110I i tI 12113114115 / J: I I 01 ;— i i i I i i i I li 1 // ~ / \ \ `. 322 IllENO --- i \ .. r^ 318 — 10'-0°rC.H. 1 V-8" C.H. / '; 1 aa. 10'-8"- C.H.1 1 "" 9'-0" C.H. ELEVATOR — Ili — 10'-0„ C.H. 315 Y J� 301 AL Y------- 315 g FF +25 ' - L —I— x 3' i — — — i J�JI3 �t� 1311136 UPPER (3rd) STAIR LEVEL i ---- r 10'-0" C.H. STAIRDDETAILLS I o'-8" C. / I I1- -- 316 DOWN TO 2nd (MAIN) LEVEL I 319 32 z 305 ( ) 32_ _ C-C FLOOR TO FLOOR HEIGHT I I - , ;, , , 1 2 7 -8 J 4 D-D 3 - 24 RISERS @ 7 EACH � �} - - - �-- — a BEDROOM � 25 TREADS @ 11" EACH A802 + 1" NOSING s U IL I low"c.H ATH #4 P #4 (SEE STRUCTURAL DWG's 8'4 ^ x -6' x 6 8 I 12'-6" x 16'-0" FOR CONCRETE I I 316 I I 1 SEP 2 0 2014 STAIR DETAILS) I 1 '-0"C. 1 317 E L i()lilfi5 (IE2M Oi; 3; -- - - L------------ -----� L — — — 10'_0„ C.H. 309 47-1 3rd (UPPER) LEVEL L ------ =— 3rd UPPER LEVEL NOTE PLAN N NOTE PLAN _ .I ONE 304 311 310 31 1/4"=1'-0" _ i /:�iII71 LAZY ARCHED HEADER SPRING FROM 6'-2" A.F.F. BOTTOM @ T-6" A.F.F. MIN. 6" DEEP CONCRETE — FLOOR SLAB ABOVE, SLOPE TOP OF SLAB 2" TO SLAB EDGE (SEE STRUCTURAL DWG's) - 0'6 AN SI ROOF NOTES: 1. THIS FLOOR FRAMING/ ROOF PLAN IS FOR GRAPHIC INFORMATION ONLY (I E RIDGE LINES TIE 4 BEAM HEIGHTS, OVERALL DIMENSIONS, ETC...) &B A302 2. REFER TO STRUCTURAL ENGINEERING'S' SHEETS FOR COMPLETE STRUCTURAL FLOOR & ROOF A501 INFORMATION. 3. SEE REFLECTED CEILING PLANS FOR CEILING HEIGHTS & DETAILS. 4. SEE TYPICAL WALL SECTIONS FOR TYPICAL ROOF CONSTRUCTION. e, ° . a • a a a °.a a a. A. a ,. oir�ua.ivnc novv .-. .wna.nwnv.". - 4' .P. I. - �.°�—.-a-- _s BOTTOM @ 9,_0„ A.F.F. a ( a. s (SEESTZEl RAL 4YG&}---� EL. UCTUA.F.F-G°S) <' m I ,'( ° " 4 a a... r L_ P° �'— — — — — — — �. 1180'N.G.V.D. 01'N.A.VD.. ( a �. �. .I.I aI ■ e. J bl a T. ° a "0 r.° _ ° ee _ J' e1 as ..i a z e� A40 a (SEE.STRUCTURAL DWG.'S r a ) e _( • °�°°jr ^AA °J°a, , ° A' I . a . ° ° I 1. i e-s Aso1 2 A301 ® n 2_nd (MAIN) LEVEL FLOOR A401 L 77; FRAMING PLAN \` 1 F B f` REVISIONS BY DATE 3 2 PERMIT SETS ISSUED DWD 07.16.14 a BUILDING DEPT, REVS DWD': 08.25.14 3 e i I f t I— 4 {i 3 i U . W Q �w Q U I i O W r � 7 H O I� r CA i� `r R +e 1" I� 14 w ,5 SEP 20 2044 " Y.P1{{ .)V/(}�[,,5 ['.(RWAA(iOYN 2nd (MAIN) LEVEL FLOOR FRAMING PLAN A202 qIIT DATE a REVISIONS BY PERMIT SETS ISSUED DWD T� 07.16.14 W N � V LL N L r c-i Q W'w Q V+ _ m o r rr m WI a 111 FT] tSttCLuumrLIAIN/. i? ,., .l..... .!,. oa I �.. d9 = I.. 9 N P, �w-,:.,:•., n. :rz+. ,^r., ::•:•...r. awwww.+m =::. l an..rti vvvv I. .. "'• Vol.] ~� 1� ° k T.O.B. - --) �, I. O �:� - -: a °, . �"a, � n.� !.,,.n� «,,., ,nn,�, t, .:. -,,,, ,,, ,;,,,, r t SL°O °d a' 22-OAFF - - ( I' >w I d FLAT HEADER I.. I. BOTTOM @ 9'-6" A.F.F. HIP & GABLE ROOF (SEE ELEVATIONS) I L L . . . I' I . . . T EL BEAM . . L : — ��.-- ----- 1 LINE OF 1st Iw . (SEE STRUCTURAL'DWG's). ) a d° i i ` , GABLE END TRUSS I. .I . . . . L — — — — MIN. 6" DEEP CONCRETE A301 I _ - - I. _ . . . . . I P a—° - — i_ I FLOOR SLAB ABOVE,' (SEE ELEVATIONS) - — h d a ; I p: SLOPE TOP OF SLABku N e ., 2'-0" DIA. OPENING 0 12'-0" 4� I N I �, FF +2 0" r s°r STRUCTURAL DW IN GABLE END TRUSS ( Z e (SEEOSTRB EDGE ed W P ; mN OF PANEL @ 27'-0" A.F.F. " STRUCTURE ABOVE : STEELIOOLUMN cD LL b TURAL DWG's ; . . . . . (SEE STRUCTURAL DWG's) to - d (SEE FRONT ELEVATION) (SEE STRUC ) a .. 7:1 ynr J. I I : I. .—. .. .0 h Q. .. .P I. O. 4" O.H. @ SLOE _ z to R . LL — — : — — — r — . — . — . — i. — — r 1 d — --- ¢ I T T .. I. UppER'S�TION — — a o U cy. LL d 2" i LL _ W --- A40, OF GABLE ROOF N -- _ -.-: to .� C9 :. I' m LL r ti o` $LOP€ d d 1, (SEE ELEVATIONS) _ I. I. . d -___ l----------------- °H+ q� OPEN TO F 5 :J LL ABOVE & BELOW O co FLAT HEADER -- - BOTTOM@ ad „ ��------ i .�. I. i, a. _ _'��a��:ii> 9-6 A.F.F. a So — — = �d', I ER _ e ° r ggg✓✓ ''Qp ° �.e' �.. a d N �ti J N r - I I I OPENING IN FLAT HEAD V-6" O.H. @ — . �: L _ FLOOR SYSTEM - — — — - — —:. — J. ' F� BOTTOM @ LOWER SECTION V-6" .. / STEEL BEA FOR ELEVATOR SHAFT, . — 94 ° aQ 11'-6" A.F.F. ° i I •:I - it :.;. d ° . STRU TU L D G's OF GABLE ROOF O.H. I +I, (SEE ) (SEE STRUCTURAL.DWG's). a dl i o (SEE ELEVATIONS) I I — — — — — — — — — — — — — — .— ___ ---- r1 TIE BEAM OFFSET 3" FROM FACE OF ADJACENT r wd a w I�I-- -" _ — . IIIII l}III II 24•9AF.f IIIIII 24I4IIII -9A.F.III III II 2rTo_ —JSTE�. BEAM zi --. .� .. T.O.B. T.O.B. WTIE BEAM "F 2 (SEESTRUGs) 2646—T C; CONdRTE STAIRS e tSI=ESTRUCtUhAL DWG'J) TOBT.O.B.1 LL A Bo2 LLLLdN T.O.B. ".FF 24'-9AF., .—�—--24'�smommmmm o S*EL OLUMN p - C T.O.B. FEE STRUCTURAL WG's) . ,� 3.12 `—SL4RE1"— Lc : . . . . . .... o --- . . . FLAT HEADER 1FLAT HEADER . . . . . . BOTTOM @ O - �e 30 A.F.F.9_6 BOTTOM @ 9,_6" A.F.F. +/-14" DEEP PARALLEL CHORD WOOD ROOF TRUSSES SPACED @ 24" O.C. MAX. (SEE STRUCTURAL DWG's) , 13,_8„ — UP FROM LEVEL 1 VAULTED CEILING RAKED TIE BEAM UP FROM LEVEL , SEP, 2. 1 0 121 10N 0-11 4 PEAK @ +/-13'-3" A.F.F. md (SEE RIGHT ELEVATION 6 SPRING FROM 10'-O"A.F.F. do "OIL'I�S I)$�-�AS'7 i RAKED T.B. 2470+1-85.11 RAKED T.B. T.O.B. 3rd (UPPER) LEVEL FLOOR &'LOWER ROOF FRAMING PLAN' ASo A3D, 3rd (UPPER) LEVEL FLOOR , LOWER ROOF FRAMING PLAN _ CON r 0 06 � O r � W H o m lL I QIN F_ M T.O.B. T.O.B. 35' 0" A.F.F. I WOOD ROOF 35'-0" A.F.F. L W TRUSSES SPACED m @ 24" O.C. MAX. HIP ROOF BELOW I (SEE STRUCTURAL DWG's) o 0 ~ M pr (SEE ELEVATIONS) I eox `q= O �d d:LLI , N 2'_8"x2'_8° WOOD \ / _ — — — — FRAMED CHIMNEY, \ / I r '�° ---t TOP@46'-8"A.F.F. — \\` L / -- { P6" WOOD ROOF c i CL ROOF TRUSSES DESIGNED 2;, " w c�I a w �. — — �\ J 0'_2" I //� — — ,..; — — — O.H. I� TRUSSES SPACED O TO CARRY ADDITIONAL L @ 24" O.C. MAX. L:: ;,.,..., . „ ,.. , r LATERAL LOADS (SEE STRUCTURAL DWG's) 1 6 ;,,, ...... , °�.,.. , (SEE ELEVATIONS) w u 2`, 36" ATTIC y/ _ " ----- 7:12 6 ro I AC v �� 1 — (COORDINATE LOCATION \ V\� co w� RUSS LAYOUT)SLOPE O.H. 2' UL E�COLF:NG BUILT-UP � PEAK / 1 -3" A.F.F. c�I C BUILT-UP 7,1� CRICKET BY G.C. �7 _ � i ' — — — — SPRIN f�ROaA 10' 0" A.F.F. I' r W CRICKET BY G.C. 3 P I --- - 7 1 --- - ..-- - --- 5 //\\ ` 12 GABLE ROOF 81-8.112P----_ -- -- r........-..,... s N d w—,Lem (SEE ELEVATIONS) — — I _ �I o \ / \x/ — — — — L4NIN m.. 1,_6„ — — -;ABLE END -TRUSS — (SEE ELEVATIONS) ACCESS HA H -r, „ , „ — — 26'-5" — — — O.H. -` So 8" op 3 8 \ 8"'8" /// \\ �,.._ N (CO( RD TE LOC ION I — — _ I " I ------— w/T SS'' OUT) >I00,L --- — -- -- LOWER SECTION _ I I \ �I I - 2' 8" 9,�,.6'-3' 4`rt 3 f)= 5'_6" 9'_2"I \\X\ N D, 2'_8"x2'-8" WOOD BUILT-UP OF GABLE ROOF(SEE ELEVATIONS)H4A 1'-6"x2'_6" OPENING I� i FRAMED CHIMNEY, :.: I , CRICKET BYHIM IN GABLE END TRUSS III TOP @ 46'-8" A.F.F. v is I: ::_ ' o� BUILT-UIP ` ----- ---� ------ I ROC F TRUSSES DESIGNED ;, FOR WINDOW, TOP .. • ' CRICKET] Y G.C. I I I OF WINDOW @ 40'-0" A.F.F. I _ O CARRY ADDITIONAL. STEEL BEAM, BOTTO{vl II h 0 (SEE FRONT ELEVATION) I c' tO TERAL LOADS L — — @ 10'-8" A. 1 Imo' I ELEVATIONS) _ I �(SFF -TRI ICT II • a ` 4" O.H. @ ; w 2'-7" —z-7 w WOOD ROOF UPPER SECTION ; ; I__...., ,,a . .....1— .,,..'I (N O I — —`ago � � L � r � J. — — - — — — i TRUSSES SPACED OF GABLE ROOF N a STEEL BEAM, OTTOM�` -- -- : — — — — — — — O.C. MAX. (SEE ELEVATIONS) 770 @ 10'-8 F.F. i r CO — — j I. '' (SEE STRUCTURAL DWG's) :; SE STRUCTURAL D FLAT HEADER i_...� I (4/ . I I• =I IJ...I BOTTOM @ 8'_0" A.F.F. y, 1 i .,..,.x.., ..... ,. -,,.. ,�.... 10"0 SO / ! / 'LOP SLOPE Asoz b SLOPE ci Ul3 'e k ' " / ` f' DAYLI T,I,Nii, 1 TEIY� / <j 7" %i i / , / i i' / ` I { — — — ,THROU ROOK /' AULD ,�j � VAULTED CEILING ' // / i' , NEEDED T /OI� S 4 /, PEAK@+/-12-8 A.F.F. / PITCH — — /',,` FROM10'-8"A.F.F. I f/ /,, SPRING k',♦ieTF h i ,�,, /i cc�� f';/"//j /; I: J / ,/ HATCHED i/��, / � A 212 LOWS SLOPED ROOF -� 1 w 12 ✓ -BUILT-UI I I o-1 a 5 5s `° CRICKET! YG.C. HIP &GABLE o \ / ti� - - - I O t'' — — — — — ROOF BELOW I N \ / - I �' I J — — — — — — — — _ A -A A A (SEE ELEVATIONS) do _ FCA f HEICDER — A401 1 _ , _ . . _I �. j \ i--r- BOTTOM @ A40 / 1' 6" �% A - ' �, / 8'-0" A.F.F_ O.H, -- ---- 5'_8" 8" \ 5'_8" I 2'_0" g" 9'-10"/,�;<g / 8'. / /� 1. / r \ I a I/ r✓ ,j / f f1 ' P 7:12 ' //2; SLOPE q StA - , E / �� O.H. 8" I 2' 1'-0d i m 6// j/-,J / — WOOD ROOF ` / i �l f 7 ,`✓ — —, I WOOD ROOF TRUSSES SPACED TRUSSES SPACED — / / /. ri �''�i 24" O.C. MAX. /� / / @ 24" O.C. MAX. - -�-- / ;�' %' i % / �!, � (�$EE STRUCTURAL DWG's) (SEE STRUCTURAL DWG'S) f I r 3.12'_ i I SLOPE JI j N a — Asoz — _ O cA co 1 V-6" 0" 11'-4" 2-0" 1 O.H. SHED ROOF BELOW i PROVIDE 18" COFFER 2 36" ATTIC (SEE ELEVATIONS) IN TRUSSES FOR A C SHATCH' = ELEVATOR OVER RUN — (COORDIN T OCATION w/T U LAYOUT) I r L--------------- fr L— — — — — — — — — — — — .a. , LL m a AIR HANDLING UNIT HUNG a q b I FROM ROOF TRUSSES ~ (TRUSSES TO BE T,O,B, M T.O.B.' DESIGNED TO CARRY 35. A.F.F. ADDITIONAL LOADS OF UNIT) Ma B_B 2 p L AN ASD, UPPER ROOF * A301 " I • I REVISIONS BY DATE PERMIT SETS ISSUED DWD 07.16.14 W L Cn U z 0 z 0 0 z W � � r -"1 W M O � J M Lu w z w Lu rn H Ln M rT1 0 O > 5Q M Iry' C t z e ah Job No, 1311136 I �L SEP 2 0 20,' F,-€)Q11105 FIRM-AA00,1179 UPPER ROOF PLAN ® I MATERIAL LEGEND MARK MATERIAL MARK MATERIAL MARK MATERIAL 001 GRAY SIMULATED CEDAR SHAKE ROOF TILE BY DAVINCI 012 NATURAL CORAL STONE WALL CLADDING 024 DECORATIVE WALL SCONE LIGHT FIXTURE ROOFSCAPES OR APPROVED EQUAL. EXACT COLOR T,B.D. 025 SMOOTH CYPRESS WOOD ENTRY SWING GATES w/ METAL 002 SMOOTH TROWEL PAINTED STUCCO FINISH 013 NATURAL STONE TREADS AND RISERS LATTICE WORK INSERT PANEL 003 ACID WASHED SMOOTH PRE -CAST WATERTABLE (SEE 014 PAINTED SMOOTH STUCCO SIDING WITH 7" EXPOSURE 026 10" x 12"DECORATIVE SMOOTH CYPRESS CORBEL BRACKETS DETAIL AS INDICATED) 004 ACID WASHED SMOOTH PRE -CAST TRIM (SEE DETAIL AS 015 6" PAINTED SMOOTH STUCCO CORNER TRIM 027 PRE -CAST SILL/ BANDING/ TRIM INDICATED) 005 DECORATIVE SMOOTH CYPRESS (OR COMPOSITE WOOD) 016 PRECAST LOW WALL CAP 028 RAISED STUCCO SILL IIIDECORATIVE FIXED LOUVERED PANEL (OPEN LOUVERS) A.C. COMPRESSORS ON CONCRETE SLAB, SEE FLOOR PLANS. 006 SMOOTH CYPRESS (OR COMPOSITE WOOD) 017 SMOOTH AZEK PANELING & PROFILE DETAII 029 EQUIPMENT BOTTOM TO BE ABOVE 7.0 N.A.V.D, MIN. BAHAMA SHUTTER (OPEN LOUVERS) GAS GENERATOR ON CONCRETE SLAB, SEE FLOOR PLANS. 007 STAIN GRADE WOOD BRACKET (SEE DETAIL AS INDICATED) 018 RAISED STUCCO TRIM 030 EQUIPMENT BOTTOM TO BE ABOVE 7.0 N.A.V.D, MIN. 6" WIDE x 6" DEEP SMOOTH CYPRESS OUTRIGGER 019 NEW IMPACT RATED ALUMINUM CLAD WINDOW 031 POOL EQUIPMENT ON CONCRETE SLAB, SEE FLOOR PLANS 008 (SEE TYPICAL WALL SECTIONS) (SEE WINDOW SCHEDULE) E NT BOTTOM TO E ABOVE 7.0 N A.V.D. MIN. IMPACT RATED FIBERGLASS DOOR 032 24" DIA. DECORATIVE SMOOTH CYPRESS (OR COMPOSITE SMOOTH CYPRESS (OR COMPOSITE WOOD) RAILING BUILT 020 (SEE DOOR SCHEDULE) WOOD) FALSE LOUVER INSERT PANEL 009 SUCH THAT A 4" DIA. SPHERE CANNOT PASS THROUGH ANY IMPACT RATED ALUMINUM SLIDING GLASS DOOR 033 DECORATIVE SMOOTH CYPRESS (OR COMPOSITE WOOD) PART OF PATTERN OR VERTICAL PICKETS 02L (SEE DOOR SCHEDULE) COLONIAL STYLE SHUTTER, SHUTTER TO BE OPERABLE STAINED MAHOGANY ENTRY DOOR WITH GLASS 022 IMPACT RATED ALUMINUM CLAD FRENCH DOOR 034 DECORATIVE POWDER COATED METAL LATTICE 010 SIDELIGHTS (SEE DOOR SCHEDULE) (SEE DOOR SCHEDULE) INSERT PANEL POOL DECK & STAIR RAILING BUILT SUCH THAT A 4" DIA. CONCRETE OR MASONRY COLUMN WRAPPED WITH PAINTED 023 OVERHEAD GARAGE DOOR w/ DECORATIVE WOOD VENEER 035 SPHERE CANNOT PASS THROUGH ANY PART OF PATTERN 0 011 SMOOTH AZEK CLADDING FINISH (SEE DOOR SCHEDULE) VERTICAL PICKETS, DESIGN & MATERIAL TO BE DETERMINED, A'A 03 A4101 002 027 f o po 019 001 I MAX. MEAN ROOF HEIGHT MAX. MEAN ROOF H IGHT - - - EL+44-1 A.F.F. (52.5' NGVD/51.01' NAVD) VD151.01' NAVD NG + 2.b ) EL. 44 0 A.F.F. 5 I XFI006 I I O15 U LI �/ o O i6e�tp tit 22 ° c: LJ IQ 014 0 t REVISIONS z f; 3 r. QS BY DATE PERMIT SETS ISSUED DWD 07 2.14 BUILDING DEPT. REVS L DWD II l II_ 08.25.14 I U nWQ Hew �U Q W Iyr�11 //^ rT1 H w ! 1 HLn C� W O i MAX, MEAN ROOF HEIGHT _ EL+44'-0"A.F.F. (52.5' NGVD/51.01'NAVD) . UPPER LEVEL T.O.S. EL.+35'-0" A.F.F. (43.5' NGVD/42.01' NAVD) 0 LL W 2p I 9?z m � � m p UPPER LEVEL .O.S. _ A.F.F. (335' NGVD/32.01' NAVD) MATERIAL LEGEND MARK MATERIAL MARK MATERIAL MARK MATERIAL 001 GRAY SIMULATED CEDAR SHAKE ROOF TILE BY DAVINCI ROOFSCAPES OR APPROVED EQUAL. EXACT COLOR T.B.D. 012 NATURAL CORAL STONE WALL CLADDING 024 DECORATIVE WALL SCONE LIGHT FIXTURE 002 SMOOTH TROWEL PAINTED STUCCO FINISH 013 NATURAL STONE TREADS AND RISERS 025 SMOOTH CYPRESS WOOD ENTRY SWING GATES w/ METAL LATTICE WORK INSERT PANEL 003 ACID WASHED SMOOTH PRE -CAST WATERTABLE (SEE DETAIL AS INDICATED) 014 PAINTED SMOOTH STUCCO SIDING WITH 7" EXPOSURE 026 10" x 12" DECORATIVE SMOOTH CYPRESS CORBEL BRACKETS 004 ACID WASHED SMOOTH PRE -CAST TRIM (SEE DETAIL AS 015 6" PAINTED SMOOTH STUCCO CORNER TRIM 027 PRE -CAST SILL/ BANDING/ TRIM INDICATED) 005 DECORATIVE SMOOTH CYPRESS (OR COMPOSITE WOOD) 016 PRECAST LOW WALL CAP 028 FIXED LOUVERED PANEL (OPEN LOUVERS) 006 DECORATIVE SMOOTH CYPRESS (OR COMPOSITE WOOD) 017 SMOOTH AZEK PANELING & PROFILE DETAIL 029 A.C. COMPRESSORS ON CONCRETE SLAB, SEE FLOOR PLANS. BAHAMA SHUTTER (OPEN LOUVERS) EQUIPMENT BOTTOM TO BE ABOVE 7.0 N.A.V.D, MIN. 007 STAIN GRADE WOOD BRACKET (SEE DETAIL AS INDICATED) 018 RAISED STUCCO TRIM 030 GAS GENERATOR ON CONCRETE SLAB, SEE FLOOR PLANS. EQUIPMENT BOTTOM TO BE ABOVE 7.0 N.A.V.D., MIN. 6" WIDE x 6" DEEP SMOOTH CYPRESS OUTRIGGER 019 NEW IMPACT RATED ALUMINUM CLAD WINDOW 031 POOL EQUIPMENT ON CONCRETE SLAB, SEE FLOOR PLANS 008 (SEE TYPICAL WALL SECTIONS) (SEE WINDOW SCHEDULE) 0 SMOOTH CYPRESS (OR COMPOSITE WOOD) RAILING BUILT 020 IMPACT RATED FIBERGLASS DOOR 032 24" DIA. DECORATIVE SMOOTH CYPRESS (OR COMPOSITE 009 SUCH THAT A 4" DIA. SPHERE CANNOT PASS THROUGH ANY (SEE DOOR SCHEDULE) WOOD) FALSE LOUVER INSERT PANEL 021 IMPACT RATED ALUMINUM SLIDING GLASS DOOR 033 DECORATIVE SMOOTH CYPRESS (OR COMPOSITE WOOD) PART OF PATTERN OR VERTICAL PICKETS (SEE DOOR SCHEDULE) COLONIAL STYLE SHUTTER, SHUTTER TO BE OPERABLE 010 STAINED MAHOGANY ENTRY DOOR WITH GLASS 022 IMPACT RATED ALUMINUM CLAD FRENCH DOOR 034 DECORATIVE POWDER COATED METAL LATTICE SIDELIGHTS (SEE DOOR SCHEDULE) (SEE DOOR SCHEDULE) INSERT PANEL POOL DECK & STAIR RAILING BUILT SUCH THAT A 4" DIA. 011 CONCRETE OR MASONRY COLUMN WRAPPED WITH PAINTED 023 OVERHEAD GARAGE DOOR w/ DECORATIVE WOOD VENEER 035 SPHERE CANNOT PASS THROUGH ANY PART OF PATTERN 0 SMOOTH AZEK CLADDING FINISH (SEE DOOR SCHEDULE) VERTICAL PICKETS, DESIGN & MATERIAL TO BE DETERMINED. W co Lu 0 � 0 028 I1m 028 I I �� I I I I I 1 I POOL UTLI NE BOTTOM OF POOL SHELL M I I I I I I I I I 031 I I I I 12.32' NGVD/ 10.83' NAVD LOWER LEVEL T.O.S. _ `_ _ _ _ _ _ EL. 0'-0" (DATUM 8.5' NGVD/7.01' NAVD) iv --- --- — EL. 1' 2E (7.33' NGVD/5. — — I � 003 013 003 012 003 B B 029 A501 I I 1 POOL POOL PILING ISISHOWN DEC PIL NG R FOR ILLUSTRATIVE FILEM SHOWN FO ILL STRATIVE PURP E �YI10.00'NAVD/+1.49'NGVD — — — —. 1PURPOSES ONLYI� III I II I � S ONIL 1 RIGHT SOiUTH) ELEVATION 1 /411=114. 1� � REVISIONS BY DATE PERMIT SETS ISSUED DWD 07.18A4 BUILDING DEPT. REVS DWD 0825.14 l rT1 U Fn�-1 Q 1� Z Q U W WQC4n H 4-1 cod a" cd ♦ .f� lyeAr } ar" ry " {pu TM ♦ -j } Asti z Job No. 131 i i36 SEP 2 0 2014 FL-0011105 F€ M-AA001:. RIGHT {SOUTH) ELEVATION' JA:3 0 2 Ak MAX. MEAN ROOF HEIGHT - EL.+44'-0" A.F.F. (52.5' NGVD/51.01' NAVD) I o M I UPPER LEVELT .O.S. _ EL.+35'-O" A.F.F. (43.5 NGVD/42.01' NAVD) q I 0 r x owZ n = a M`y W� ag p UPPER LEVEL T.O.S. - - - EL.+25'-0" A.F.F. (33.5' NGVD/32.0V NAVD) 0 I M - EL.+22'-0" A.F.F. (30.5'NGVD/29.01' NAVD) I I 2 0 I A301 I MAIN LEVEL .O.S. - - - EL.+11'-0" A.F.F. (19.5' NGVD/18.OV NAVD) _ tV LOWEST HORIZONTAL STRUCT. EL.+9'-O" A.F.F. (17.6 NGVD/16.01' NAVD) o W MATERIAL LEGEND MARK MATERIAL MARK MATERIAL MARK MATERIAL 001 GRAY SIMULATED CEDAR SHAKE ROOF TILE BY DAVINCI 012 N ATURAL CORAL STONE WALL CLADDING 024 DECORATIVE WALL SCONE LIGHT FIXTURE ROOFSCAPES OR APPROVED EQUAL. EXACT COLOR T.B.D. 025 SMOOTH CYPRESS WOOD ENTRY SWING GATES w/ METAL 002 SMOOTH TROWEL PAINTED STUCCO FINISH 013 NATURAL STONE TREADS AND RISERS LATTICE WORK INSERT PANEL 003 ACID WASHED SMOOTH PRE -CAST WATERTABLE (SEE 014 PAINTED SMOOTH STUCCO SIDING WITH 7" EXPOSURE 026 10" x 12" DECORATIVE SMOOTH CYPRESS CORBEL BRACKETS DETAIL AS INDICATED) 004 ACID WASHED SMOOTH PRE -CAST TRIM (SEE DETAIL AS 015 6" PAINTED SMOOTH STUCCO CORNER TRIM 027 PRE -CAST SILL/ BANDING/ TRIM INDICATED) 005 DECORATIVE SMOOTH CYPRESS (OR COMPOSITE WOOD) 016 PRECAST LOW WALL CAP 028 RAISED STUCCO SILL FIXED LOUVERED PANEL (OPEN LOUVERS) A.C. COMPRESSORS CONCRETE SLAB, SEE FLOOR PLANS. 006 DECORATIVE SMOOTH CYPRESS (OR COMPOSITE WOOD) 017 SMOOTH AZEK PANELING & PROFILE DETAIL 029 EQUIPMENT BOTTOMM TO BE ABOVE 7.0 N.A.V.D., MIN. BAHAMA SHUTTER (OPEN LOUVERS) GAS GENERATOR ON CONCRETE SLAB, SEE FLOOR PLANS. 007 STAIN GRADE WOOD BRACKET (SEE DETAIL AS INDICATED) 018 RAISED STUCCO TRIM 030 EQUIPMENT BOTTOM TO BE ABOVE 7.0 N.A.V.D, MIN. 6" WIDE x 6" DEEP SMOOTH CYPRESS OUTRIGGER 019 NEW IMPACT RATED ALUMINUM CLAD WINDOW 031 POOL EQUIPMENT ON CONCRETE SLAB, SEE FLOOR PLANS 008 (SEE TYPICAL WALL SECTIONS) (SEE WINDOW SCHEDULE) E PMENT BOTTOM TO E ABOVE 7.0 N.A.V.D. MIN. IMPACT RATED FIBERGLASS DOOR 032 24" DIA, DECORATIVE SMOOTH CYPRESS (OR COMPOSITE SMOOTH CYPRESS (OR COMPOSITE WOOD) RAILING BUILT 020 (SEE DOOR SCHEDULE) WOOD) FALSE LOUVER INSERT PANEL 009 SUCH THAT A 4" DIA. SPHERE CANNOT PASS THROUGH ANY IMPACT RATED ALUMINUM SLIDING GLASS DOOR 033 DECORATIVE SMOOTH CYPRESS (OR COMPOSITE WOOD) PART OF PATTERN OR VERTICAL PICKETS 021 (SEE DOOR SCHEDULE) COLONIAL STYLE SHUTTER, SHUTTER TO BE OPERABLE STAINED MAHOGANY ENTRY DOOR WITH GLASS 022 IMPACT RATED ALUMINUM CLAD FRENCH DOOR 034 DECORATIVE POWDER COATED METAL LATTICE 010 SIDELIGHTS (SEE DOOR SCHEDULE) (SEE DOOR SCHEDULE) INSERT PANEL POOL DECK & STAIR RAILING BUILT SUCH THAT A 4" DIA. CONCRETE OR MASONRY COLUMN WRAPPED WITH PAINTEE 023 OVERHEAD GARAGE DOOR w/ DECORATIVE WOOD VENEER 035 SPHERE CANNOT PASS THROUGH ANY PART OF PATTERN 0 011 SMOOTH AZEK CLADDING FINISH (SEE DOOR SCHEDULE) VERTICAL PICKETS, DESIGN & MATERIAL TO BE DETERMINED. MAX. MEAN ROOF HEIGHT EL.+44'-0" A.F.F. (52.5' NGVD/51.0V NAVD) I ROOF HEIGHT LINE `? UPPER LEVEL T.O.S. EL.+35'-0"A.F.F. (43.5' NGVD/42.01' NAVD) o o I UPPER LEVEL T.O.S. + ' N VD/32.01' NAVD EL. 25 0" A.F.F. (33.5 G ) TOP OF BEAM EL.+22'-0" A.F.F. (30.5' NGVD/29.01' NAVD) 1 4 2 A302 I MAIN LEVEL EL.+11'-O" A.F.F. (19.5' NGVD/18.01' T.O.S.NAVD) 0 LOWEST HORIZONTAL STRUCT. EL.+9'-0" A.F.F. (17.5' NGVD/16.01' NAVD) I rn \--INFINITY EDGE \-BOTTOM OF POO SHELL 002 SPILLWAY TROUGH 12.32' NGVD/ 10.8� NAVD �06 ��2 L- LOWER LEVEL T.O.S. _ LOWER LEVEL T.O.S. j EL: 0'-0" (DATUM 8.5' NGVD/7.01'NAVD) EL. 0'-0" (DATUM 8.5' NGVD/7.01' NAVDI - iv I'I _ - - - - - - - - - GARAGE --- --- --- - - GARAGE - EL: -1'-2" (7.33` NGVD/5.84' NAVD) EL. -l'-2" (7.33' NGVD/5.84' NAVD) FILEC Aft � u N 0 00' NAVD/ +1.49' NGVD REAR (EAST) ELEVATION 1 REVISIONS BY DATE a PERMIT SETS ISSUED DWD 07,18.14 N BUILDING DEPT. REVS DWD 08.25.14 V? N V O N N OD a 0 M a of w m o' m a J N N LL W U z 0 z o z W � � a LL �wa CA Cc Q U W a 1 co H F ~ > O t i P L� " y N .w rw 4 c r1i Y � Fyn a� mommmmmm O 317176- SEP20 7T4 I- d011IQ5 FIRM- `W-3379 - REAR (EAST) ELEVATION A303 w 0 w 2 a 0 027 OIL MAX. MEAN ROOF HEIGHT _ __ - - - -- - - --- EL.+44'-0" A.F.F. (52.5' NGVD/51.01' NAVD) 001 12 7 TYP. 4 MEAN ROOF HEIGHT LINE rn___—_ ----- 008 MATERIAL LEGEND MARK MATERIAL L' R.lAL MARK MATERIAL MARK ERI n I . MATERIAL 001 GRAY SIMULATED CEDAR SHAKE ROOF TILE BY DAVINCI 012 NATURAL CORAL STONE WALL CLADDING 024 DECORATIVE WALL SCONE LIGHT FIXTURE ROOFSCAPES OR APPROVED EQUAL. EXACT COLOR T.B.D. 002 SMOOTH TROWEL PAINTED STUCCO FINISH 013 NATURAL STONE TREADS AND RISERS 025 SMOOTH CYPRESS WOOD ENTRY SWING GATES w/ METAL LATTICE WORK INSERT PANEL 003 ACID WASHED SMOOTH PRE -CAST WATERTABLE (SEE 014 PAINTED SMOOTH STUCCO SIDING WITH 7" EXPOSURE 026 10" x 12" DECORATIVE SMOOTH CYPRESS CORBEL BRACKETS DETAIL AS INDICATED) 004 ACID WASHED SMOOTH PRE CAST TRIM (SEE DETAIL AS 015 6" PAINTED SMOOTH STUCCO CORNER TRIM 027 PRE -CAST SILL/ BANDING/ TRIM INDICATED) 005 DECORATIVE SMOOTH CYPRESS (OR COMPOSITE WOOD) 016 PRECAST LOW WALL CAP 028 RAISED STUCCO SILL FIXED LOUVERED PANEL (OPEN LOUVERS) 006 DECORATIVE SMOOTH CYPRESS (OR COMPOSITE WOOD) 017 SMOOTH AZEK PANELING & PROFILE DETAIL 029 A.C. COMPRESSORS ON CONCRETE SLAB, SEE FLOOR PLANS. BAHAMA SHUTTER (OPEN LOUVERS) EQUIPMENT BOTTOM TO BE ABOVE 7.0 N.AN.D, MIN. 007 STAIN GRADE WOOD BRACKET (SEE DETAIL AS INDICATED) 018 RAISED STUCCO TRIM 030 GAS GENERATOR ON CONCRETE SLAB, SEE FLOOR PLANS. EQUIPMENT BOTTOM TO BE ABOVE 7.0 N.AN.D., MIN. 6" WIDE x 6" DEEP SMOOTH CYPRESS OUTRIGGER 019 NEW IMPACT RATED ALUMINUM CLAD WINDOW 031 POOL EQUIPMENT ON CONCRETE SLAB, SEE FLOOR PLANS 008 (SEE TYPICAL WALL SECTIONS) (SEE WINDOW SCHEDULE) E NT BOTTOM TO E BOVE 7.0 N A.V.D. MIN. IMPACT RATED FIBERGLASS DOOR 032 24" DIA. DECORATIVE SMOOTH CYPRESS (OR COMPOSITE SMOOTH CYPRESS (OR COMPOSITE WOOD) RAILING BUILT 020 (SEE DOOR SCHEDULE) WOOD) FALSE LOUVER INSERT PANEL 009 SUCH THAT A 4" SPHERE CANNOT PASS THROUGH ANY PART OF PATTERRNN OR VERTICAL PICKETS 021 IMPACT RATED ALUMINUM SLIDING GLASS DOOR 033 DECORATIVE SMOOTH CYPRESS OR COMPOSITE WOOD) (SEE DOOR SCHEDULE) COLONIAL STYLE SHUTTER, SHUTTER TO BE OPERABLE STAINED MAHOGANY ENTRY DOOR WITH GLASS 022 IMPACT RATED ALUMINUM CLAD FRENCH DOOR 034 DECORATIVE POWDER COATED METAL LATTICE 010 SIDELIGHTS (SEE DOOR SCHEDULE) (SEE DOOR SCHEDULE) INSERT PANEL POOL DECK & STAIR RAILING BUILT SUCH THAT A 4" DIA. CONCRETE OR MASONRY COLUMN WRAPPED WITH PAINTED 023 OVERHEAD GARAGE DOOR w/ DECORATIVE WOOD VENEER 035 SPHERE CANNOT PASS THROUGH ANY PART OF PATTERN 0 011 SMOOTH AZEK CLADDING FINISH (SEE DOOR SCHEDULE) VERTICAL PICKETS, DESIGN & MATERIAL TO BE DETERMINED. 034 B-B A501 034 002 - 027 002 012- -- - - - -- - -- - - - - - - 012 12 IYP. 7 I UPPER LEVEL T.O.S. _— - - - - - - -- -- - - -- --- EL +35'-W A.F.F. (43.5' NGVD/42.01' NAVD) - _ 1'-6n LV O.H. I 015 0 0 014 � f 027 UPPER LEVEL T.O.S. _ _ _ _ _ _ — - - EL.+25'-0" A.F.F. (33.5' NGVD/32.01' NAVD) _� 002 Q N 1 W Z TOP OF BEAM _ - — -- --- U - -- - — - — -- EL.+22'-O" A.F.F. (30.6 NGVD/29.0V NAVD) 005 006 1 POOL 0079 m pp2 A302 WATER LINE 4 016 028 POOL 035 DECK INFINITY EDGE POOL INFINITY EDGE SPILLWAY TROUGH OIL MAIN LEVEL T.O.S. _ _ - - -- --- - -- EL.+11'-O" A.F.F. (19.6 NGVD/18.01' NAVD) ________ _ LOWEST HORIZONTAL STRUCT. EL+9'-O" A.F.F. (17.5' NGVD/16.01' NAVD p27 pp6 p24 OUTDOOR -J SHOWER 5'-"IGI!1ACCESS / �� 020 DOORS / o i 019 4 \ \ o r . 002 .� D - POOL/ OUTDOOR STAIRSDOWN FROM 9 -� STORAGE ROOM / i O28 r-� TOP OF SLAB T POOL DECK 6" FRANGIBLE 002 M l/ SHOWER STEP jdk LOWER LEVEL T.O:S. _ _ EL. 0'-0" (DATUM 8.5' NGVD77.01' NAVD) GARAGE - - --- -- -- -- - -- EL. -1'-2" (7.33' NGVD/5.84' NAVD) 1 027 - - - - - - 002 —SIMULATED CEDAR SHAKE ROOF TILES --------------- - — - _ - MEAN ROOF HEIGHT LINE 001 12 008 _ I (=7 o I 006 = LL O i l 002 1 p19 i A301 i I028 �., 028 027 i -- - - - - -�- - - --- - - ----�- -- - -- - I I 024 002 I 016 � I 019 4 I \ \ I LIU L11 0 o I p28 - I� of I I GEN 030 A B B _ 029 OIL 0.00'NAVD/+1.49'NGVD - - - - -- - -- -- - - -_- - -- - - -- --- ---- 022 10 FILE C LEF�NORTH) ELEVATION 1,4 REVISIONS BY DATE PERMIT SETS ISSUED DWD 07.18.14 BUILDING DEPT. REVS DWD 0825.14 Z CA C z Ln z %wl"z Job No. 131113e SEP 2 0 2FLlR1105 IaIR-AA00il�,LEFT (NORTH) ELEVATION 304 �CHIMNEY CHIMNEY (SEE ELEVATIONS & (SEE ELEVATIONS & LOWER PITCHED ROOF (SEE PLAN) ROOF PLAN) (SEE ROOF PLAN) MAX. MEAN ROOF HEIGHT — — — — — — — — — — — — — — — — — — — — — — — — --- — — — — — — — — — — — 7— i2 EL.+44'-O"A.F.F.(52.5'NGVD/51.01'NAVD) SPRAY FOAM 21� l 42 INSULATION (SEE TYPICAL WALL SECTIONS) r-1 4 12 9 VAULtED CEILING EFLECTED TYP. 7 1�1 - ATTIC orMl GABLE END 12 CEILING PLANS) (SEE FLOOR F -I AN) (SEE ROOF PLAN) STEE iTBEAM C9 5 (SEE TRUCTURAL OWG's) UPPER LEVEL (T.O.S.) - — - — - — - — - EL.+36-0" A.F.F. (43.5' NGVD/42.01' NAVD) BAHAMA SHUTTER (SEE ELEVATIONS) GABLE END (SEE ROOF PLAN) - w I. OR 24"DIA. LOUVERED - I TO PANELINSERT - iEDROO (SEE FRONT ELEVATION) - F- 0 0 Lu 20 +L EL25'P�� -0" A.F.F. (33.5 "GVD/3322.6,r NAvo) 9 zo �EA OpoA.F.F.M *IEL +�22�(305' NGVD129 OV WAVD) 202 OPENING 1 `tom C VERED TO t RIVER HALLWAY D D TERRACE 42" HIGH- C UARDRAIL (SEE FL OR EL.+11'-0" A.F.F. (19.5'GVD/18.61-NAVD) - 9 LOWEST HORIZONTAL STRUCT. ST UCT .5'NGVD/16.01 LOWEST 0 L� _EL.lSlTA.F.F.Z(017 5� NGVD 16 01'NAVD) 0 0 FOYER 90 9 1ot c 0 0 LL q, 0 W444 LOW�_LEVEU(T.O.S.) EL. 0 _O� (DATUM 8.5' NGVD/7.01' NAVD)---- --- COFFEE BAR (SEE FLOOR PLAN) 42" HIGH GUARDRAIL (SEE FLOOR PLAN) _2! -Z .1 I F GAME ROOM (BEYOND) 42" HI H GUAR )RAL (SEE FLOR Pl_;�IA Ei I QN DOOF TO TO OPENING TO HALLWAY STEELT BEAM (SEE STRUCTU L DWG's) PROVIDE SOUND ATTENUATION BATTS IN CEILING CAVITY (TYP. @ ALLCEILINGS wl LIVING SPACE BEL( STEELT BEAM (SEE STRUCTURAL DWG's) 12 5 VAULTED CEILING (SEE REFLECTED CEILING PLANS) LOUNGE CONCRETE & METAL JOIST 0 C T FLOOR0 LOOR CONSTRUCTION L 0 S CONSTRUCTION STRUCTURAL STRUCTURAL DWG's) CONCRETE & METAL JOIST FLOOR CONSTRUCTION (SEE STRUCTURAL DWG's) MECHANICAL/ ONUS STORAGE 13D (UNFINISHED) z n w \-CONCRETE COLUMN 0 (SEE STRUCTURAL 0 COVERED OUTDOOR LIVING (BEYOND) D/5.84'N Im, I 1_1 IT, FiL-Fi :Tmi 4TRI �-2; (7.33- NGV LIF_ ��LFzl I F11 I F==j I 1=1 1 ��9 1 1=1 I I F��l I IE jF=j 1=1 I 1=1 11-111:711 I=Tl 1=1 I F�l I 1= I mi �Ll 171:rLI Fmi I I =IFF, = r= 1 t I a I =11 I F� CONCRETE FLOOR SLAB I I LCONCRETE FLOOR SLAB I I = � I F�l I 1=1 I El I �--i I I 's) (SEE STRUCTURAL) DWG's) I I I (SEE STRUCTURAL DWG I I I I CONCRETE GRADS BEOM- CONCRETE STAIRS (SEE STRUCTURAL DWG's) (SEE STRUCTURAL DWq's) (SEE STRUCTURAL DWG's) CONCRETE GRADE BEAM I (CONCRETE AUGERCAST PILE- ,gk 0.00'NAVD/ +1.49'NGVD - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - -- — -(SEE-STRUCTURALtIVIlls) -- — - — - — - — - — - — - _4 it I T CONCRETE ALIGERCAST PILE L:zj (SEE STRUCTURAL DWG's) CONCRETE AUGERCAST PILES -J/Z� FOR POOL SHOWN FOR GRAPHIC PURPOSES ONLY (REFER TO POOL DWG's FOR LAYOUT & DETAILS) __Zj EAST -WEST BUILDING SECTION A -A I. REVISIONS BY DATE ci - PERMIT SETS ISSUED E c c c L �w QU i � o u 7- JoF No, 13111.76 SEP 2 0 21, FL-0011105 FIRM ... AA003379 EAST -WEST BUILDING SECTION A -A M 401 - MAX. MEAN ROOF HEIGHT - - — - MAX. MEAN ROOF HEIGHT - - - --1 -— - - - _ I EL.+44'_0" A.F.F. (52.5' NGVD/51.01' NAVD) EL.+44'-0" A.F.F. (52.5' NGVD/51.01' NAVD) I 2 r— ,.. --12 s~••", "�' BUILT-UP SPRAY FOAM 12 • '� �'� 12 CRICKET INSULATION SPRAY FOAM .it^" ;.„ 7 (SEE ROOF PLAN) (SEE TYPICAL WALL INSULATION 7 TYP.-*,.,y,., YP' SECTIONS) (SEETYPICALWALL o SECTIONS) ATTIC SPACE `ry h '""� •. > x 12 b (SEE FLOOR PLAN). TYP. 7 14 1�2 CEILING PROFILE 7 P. :. .,--+.�:.',:.. ... ��—OF STAIR TOWER I ' � CEILING (SEE REFLECTED _ r ,I---- CEILING PLANS) �, ;mot:` - - - - - -0" A.F.F. 43.5' NGVD/42.01' NAVD) UPPER LEVEL T.O.S. UPPER LEVEL T.O.S. _ _ _ - EL +35' - .�-�t: " " EL+35'-0" A.F.F. (43.5' NGVD/42.01' NAVD) '' p s L NICHE »: �s LOOR R % B RO #3 BEDROOM = ELEVATOR ( E L R �� #2 w JS �I — - — o LU q t. v 1 0 O FOYo 1 iI , ,,::I' 1{' I{' FLOOR PLN) t 1' T. ) z 03 42" HIGH "' ' } - :v, GUARD IL ' Eryy 31 Z 325 } ' S 313 312 - J STUCCO SIDING , V (SEE TYPICAL WALL .5 U - �" _1 '° °" STUCCO SIDING W SECTIONS) EL')'�B CO CRETE & METAL JOIST (SEE TYPICAL WALL I o UTILITY 00 I \� ( STRU RAL D 's) FL OR CONSTRUCTION SECTIONS) oWZ ROOM _ _ _ UPPER LEVEL T.O.S. M W — — .... -. , ........: _......... .. RANG _ .5 NGVD/32.01 NA ) EL+25'-0" A.F.F. (33.5' NGVD/32.01' NAVD) EL.+25'-0" A.F.F. (33 VD - _ ''• ROOF OVERHANG 0 BEYOND ci SPRING POINT O1 r (SEE ELEVATIONS) OF SLOPED CEILING _ r J _ _ _ _ - - - - - — TOP OF BEAM _ _ _ _ _B€40m- - - - - - DTOP OF BEAM EL.+22'-0" A.F.F. (30.5' NGVD/29.01' NAVD) (SEE REFLECTED EL.+22'-0" A.F.F. (30.5' NGVD/29.01'NAVD) CEILING PLAN) PROVI BUTLER'S - ATTEN BAHAMA SHUTTER BAHAMA SHUTTER - \ _ ---- : . , IN CEI I G AV TY PA "' (SEE E ELEVATIONS) (SEE ELEVATIONS) ' (TYP. LL Ell w/ LIVI SPACE BI ) r / 4 --------- r v k f 'q 2!1 21lT' wGU gn 21y ._.;� s :_. _------�v�{:r� is r:�v'...1..t}'tt✓ W W C 4Iill:� _ ----- +3 i v7it 'a� r U' v :,,3 i+ ry + OOR z_ DOOR 208 v y_: Z_ d 214 2 �o� 4 :: '?l u,U fi+ str#A �J �.,t)E `' %�.'7. TO J TO — O " m 42 HIGH vn'-lle;'!( °f LE ri 3 iit i� t E i t.::'. w PANTR / GOO t «.. GUARDRAI I.: 4,.t.N,�lol t, ., a?::: ilG.a CE t''t ', I I si (SEE FLO PLA ) 4�c'tS.,S 0a�.�1 . vE ; --'� slnl� +,�I" GIST El SMOOTH STUCCO SMOOTH STUCCO "' i I N FINISH FINISH M STEEL'I' H11 G's i (SEE ST U T AL DuI a i1 j , ) (SEE TYPICAL WALL (SEE TYPICAL WALL a Tt ;' F 5 4'" �" . °il SECTIONS) _ MAIN LEVEL SECTIONS) _ _ _ EL 1. "A F'F.(19 5NGVD/18 01 S EML+11'-0"A.F.F.(19.5'NGVD/18.01'NAVD) TN.AOV.SD. ) " " o Z LOWEST HORIZONTAL STRUCT. LOWEST HORIZONTAL STRUCT. - _ EL.+9'-0" A.F.F. (17.5' NGVD/16.01' NAVD) EL. 9% A.F.F. (17.5' NGVD/16.01' NAVD) PRIVACY WALL _ STEEL'I' BEAM PRIVACY WALL r_� EE STRUCTURAL DWG's) & GATE PROVIDE Soul�� &GATE I I ��\ _ \, (SEE ELEVATIONS) ----- ATTENUATION T (SEE ELEVATIONS) �___ -4" \ IN CEILING CA +- A.C. COMPRESSOR MECHA ELEVATOR_ v-E I , �L A.C. COMPRESSOR = � (TYP. @ ALL C G (SE FLOG PLAN) (SEE FLOOR PLAN) BONUS S w fFOY�R -- j FO w/ LIVING SPA E W r " E R -- o (UNFINIS tzz o 2 --- (BE OND t1z I5 - 4-C W bt I if sue, \ C7 I---- --r o - ft o U Z --- --�I �`` 102 A E c O U 112 O r-- --- O / 02 103 L, / 1 / - _ LOWER LEVEL T.O.S. AllLOWER LEVEL T.O.S. — - ..:.<.. -> . ;:;, ., — - - - - - - (DATUM 8. VD/7.01 NA . ' NGVD/7.01' NAVD) i�t _ — — — — EL.O'-0"(DATUM85 — — _ _ — _ — _ _ — _ - - - GARAGE - =1 �+� +� N- - - - - _ _ _ - — — — — — — EL. -1'-2" (7.33' NGVD/5.84' NAVD) -III=1=1=1-I - - - - - - =1 1=1 1=1 1=1 1= --- I I=1 I I-1 I I=1 I I=1 I I=1 I I -I � I -III- 1 I 1=1 � I -I � I- -I � I --- ------ ---- =1 11=1 11=1 I I I I I=1 11=1 I I -I 11=1 I C I-- cARACE - - - - - _ _ = 11=III-111_III-III _ - - - - - - - - - - - II=III=III=1 I--III-III=III=III-III-III-III-III - - - - - - - - - - - - - - - - - - - =III=III=III=III=III=111=III=III=III=III=III_ fll_III_III - - - - - - - --- - -- =III-11I_I_I ----===1I_II_I-1 --_ - _ __---====I=1II_III=1II_III_III I II _ _______ ______ ----=I=1II_III_I__ . " - - III_III_III_III II „III -III, III,,,III,,,III,,,II _ [ _ _ _ _ _ _ II III=111=III=111=111=III=III=111=111_I I_III_III_III EL. -1 -2 p.33 NGVD/5.84 NAVD) I C I -I � I -I � I -I � 1=1 I=- � -- _ - -_ 1=1 11=1 11=1 11=1 11=1 11=1 11=1 � 1=1 � 1=1 � 1=1 �=1 � 1=1 � I -I � I -I � I -I � I -I � I-�. L- ----- ------ =1 1=1 11 1=1-I-I - -_ --_ =1 1=1 =1 I I I=1 1=1 l=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 -III—i n-111-1 I �I 11=1 I =1 == 1=1 I I I=III-I I L' -� �_ �� -III-III I I -III -III -III -III III III -III III -III -III -I I I� ` 11111111111111 1-1 I I I I 1-1Tf-1 11-1 11-1 I L-1 11-1 I I, .I I I.. I .. 1=-III=1 �I I=11=1 1=1 1=1 I 1=1 1=1 I: -I �I - - - - - -_-1 1=1 I_I I -III -III 1-1-I -I11=I I I=1 C-I=1 1=1 i=1 11=1 I I I=1 11=1 1=- CONCRETE FLOOR SLAB =1 EMT �I=1 1=1� �I-1 1=1 11 l=1 1=1 �I 1=1 1=1 I: (SEE STRUCTURAL DWG's) I� _ _ I- III III -III- _ -I I I -I I1-I I I=1I1=1I1=1I I v, > =1I =. ��I 11=I1 ��I JI =1I -1 CONCRETE FLOOR SLAB =1 =1 III -III -I I- =1 1=1 1=1 I- 1=1 1 1 1_111=1 (SEE STRUCTURAL DWG's) 11=1 III -III III=1I -1-1 I f-1 I I-III-1 III - A -A -III-I I- 1=� F=1 1=1 1=1 CONCRETE GRADE BEAM _ � � �- - � � � = — I 1=1 I I Jill 1 CONCRETE GRADE BEAM - I �11t I I I 1 I I 1r111 '` I I I I I I==1 11= (SEE STRUCTURAL DWG's) - - NGVD i u n _ _ - ' ' - - - -- - - - - (STRUCTURALDWG's�I 0.00' NAVD/ +149' NGVD - - - -- _— CONCRETE AUGERCAST PILE _ �1=11I 11IIIIII111111III (SEE STRUCTURAL DWG's) GRADE BE & CONCRETE AUGERCAST PILE=1 II II II II II= CONCRETE AUGERCAST PILE (SEE STRUCTURAL DWG's) BEYOND (SEE STRUCTURAL DWG's) �}J NORTH -SOUTH BUILDING SECTION B-B REVISIONS BY DATE a T� PERMIT SETS ISSUED 1 07.16.14 M M• BUILDING DEPT. REVS DWD 08.25.14 N W o � M r o • N 3 a W�/� V``/ -. m r a u._ s� W � r', a CL ei W t 1n z y ) 0 4 Z g Q ED m Q7 U H it w O W (�{ r i� w o LU LU z ^ U vJ � j Ln '-J 2 u ff--Il a d. C N Y iS coo w 7— main �' 3cil"a No, 1311 1 136 SEP 2 0 7", FL-0011105 FIRM (3379 NORTH -SOUTH BUILDING SECTION B-B l A501 EXTERIOR LIGHTING FIXTURE SCHEDULE QUANTITY MOUNTING 0 FLR 1 FLR 2 FLR TOTAL SYMBOL FIXTURE NAME BULB WATT & TYPE MOUNTING HEIGHT L1 L-016-F BEACHSIDE LIGHTING 5 12 2 19 9W AMBER FLOOD LED CEILING 9-0 / 12'-O" / 10'-0" L2 SAGA STEP LIGHT (HORIZONTAL 2 6 4 12 (4)1 W AMBER LED PER FIXTURE WALL 1'-01, LOUVER)SG-R-1 LED-VDL-AML L3 AAL VENERE VSCL-SSCS 3 1 0 4 (1) 50w CIF WALL 6'-0" THOMAS LIGHTING SL92707 (BLACK 7 6 WATT AMBER LED (SYN-LED-6W- WALL 6'-0" L4 BAFFLE & HONEYCOMB LOUVER) 4 3 0 PAR20-AMB-120V-STL) PENTAIR INTELLIBRITE 5G INTELLIBRIGHT LED 30W - COLOR IS POOL SIDE BELOW WATER L5 UNDERWATER COLOR CHANGING 0 6 0 6 VARIABLE - RED IS A FIX OPTION WALL LINE NOTE: PER 62B-33.0155(1)(n) ALL WINDOWS AND GLASS DOORS VISIBLE FROM ANY POINT ON THE BEACH MUST BE TINTED TO A TRANSMITTANCE VALUE (LIGHT TRANSMISSION FROM INSIDE TO OUTSIDE) OF 45% OR LESS THROUGH THE USE OF TINTED GLASS OR WINDOW FILM. BAHAMA SHUTTER (SEE ELEVATIONS) L4 a` ------- ...: . ------------I .. 0 0 BAHAMA SHUTTER (SEE ELEVATIONS) -BAHAMA SHUTTER (SEE ELEVATIONS) 1x6WOOD I JCCJIRVVI LVVVvS/ TONGUE & GROOVE CEILING 0- 9'4"C.H 0 I I I I -- 9'-0„ C.H. L2 J -0. L2 7'45" 2,_3„ _0, I I ■ S -.ram--N-------""'-_bICH 9'-0"C.H. r-� ----------- I F____ O — — — — \ I I I I � I I OPEN I I I I LAZY ARCHED HEADER-------' TO ABOVE - SPRING FROM 7'-10" A.F.F. L2 - , t I I 9'-0" C. I 9'-0" C.H CEILING HEIGHT BELOW POOL BOTTOM @ 9'-0- A.F.F. ---- ____ I I I I IS NOT HABITABLE & I I V, RIFY I I n 0 STEEL BEAM ABOVE I I I I I TO BE VERIFIED w/ POOL SHOP I 1 I I O J R. '. SEE STRUCTURAL DWG's .DRAWINGS I . H I IGMT 1i ,I ( ) I I i 9'-0" C.H. L3 II v -0' 2'-3" D T.S. COLUMN FOR N 9,_� STAIR SUPPORT C I I 10 X 16 WOOD I (SEE STRUCTURAL DWG's) o I I I I I I BRACKETS 1 (SEE ELEVATIONS) I I I I L--------------- T.S. COLUMN ABOVE PROVI E MINI RECESSED I I L — — — — — — — — — — — — — — — , 1 (SEE STRUCTURAL DWG's) FIXTUES FOR ELEVATOR (VERI i i ■ . I � (VERI w/ ELEVATOR . 1. 1 x 6 WOOD � TONGUE & GROOVE I MAN ACTURER) 9'-0^ C.H. I I I CEILING 18"x10" R/A I I 9'-0" C.H. UP TO LEVEL 2 10"x8" CIA UP TO LEVEL 2 I I 9,_0„ C.H. I I n BAHAMA SHUTTER (SEE ELEVATIONS) BAHAMA SHUTTER (SEE ELEVATIONS) 1 st GROUND) LEVEL REFLECTED CEILING PLAN 1 /4"= V-0" :i REVISIONS BY DATE PERMIT SETS ISSUED DWD 07.18.14 BUILDING DEPT. REVS DWD 08.25.14 c c c c c i i cP; s"w3 Coo L a� r , ,+OUND) LEVEL REFLECTED CEILING PLAN � 1� 6" WIDE x 6" DEEP WD. BEAMS PROVIDE WHIP FOR MOTORIZED DRAPES @ +/-11'-6" A.F.F DRAPERY POCKET (TOP @ 11'-6" A.F.F.) FLAT HEADER BOTTOM @ 9'-6" A.F.F. 6 x 6 WD. OUTRIGGER (SEE TYPICAL WALL SECTIONS) 1 x 6 WOOD TONGUE & GROOVE CEILING 70" A.F.F. ART LIGHT/ F.O. VERIFY PROVIDE (TYP.) CLOCK OUTLET EXACT LOCATION WHIP FOR @ 66' A.F.F. w/ I.D. COVE LIGHTS -.- N 614OiI� I 111111111111 1 NO IIIIIIIIII.IIIIIII�I k7!111■� !�� ldC�■!�■■■■ ���I I IIIII I III I ICI (TY- • rr rr plltl� 11 r • . . BEAMS �dl�l®IIIIIIIiII�IIIIIAIIdllfllllllllll ifdl��llll ��®��� BAHAMA SHUTTER (SEE ELEVATIONS) __FT__] -e')- I I I I f751FLAT HLADER L UVt awn I FLAT HEADER BOTTOM @ 9'-6" A.F.F. 1 (TYP. OF 3) L2 1 x 6 WOOD TONGUE & GROOVE CEILING 8" WIDE x 6" DEEP 1 WD. BEAMS, (BOTTOM @ 1 V-6" A.F.F.) 6 x 6 WD. OUTRIGGER (SEE TYPICAL WALL SECTIONS) 8" WIDE x 6" DEEP WD.BEAMS (BOTTOM @ 1V-6" A.F.F.) 1 x 6 WOOD TONGUE & GROOVE CEILING FLAT HEADER BOTTOM @ 9'-6" A.F.F. :� 9 46 1 V-0" C.H. � BOTTOM @ 11'-0" C.H. DRAPERY POCKET _ _ (TOP @ 11'-6" A.F.FJ - — P OVIDE ART IG IT/ ---.—.—.—.—.--- —.—.—.—.—.—.—.—.� W IP FOR p o LOCK O T ET I O 10' 6'I C.H. q 0 G VE LIGHTS T n @ 66" F.IIIIffM ■ • `II'�I IIII WOOD WOOD 1■■li ��� • •• \I■I�I�iI`� \ VAULTEDSPRINGFROM UP-111,11111000 FLAT HEADER BOTTOM @(SEE �� i''! 11 ■ • _� TYPICAL WALL iiiil'� illlllilllllllll'. SECTIONS .— — - SWITCH . LIGHTS OVER :. LOCATED 0 e� I_ 11 _ (TYP..' •� � Ilfjfllllllllllllfllllllllllllll r ® e� r r CLOCKOUTLET I ��� • • •(TY- • _ EXF I IIIF u^G, —_ --• r •- • VE IGHTS TRO ' . r c r 11 , vyr/ r� FPiI ►il QUANTITY MOUNTING 0 FLR 1 FLR 2 FLR TOTAL SYMBOL FIXTURE NAME BULB WATT & TYPE MOUNTING HEIGHT L1 L-016-F BEACHSIDE LIGHTING 5 12 2 19 9W AMBER FLOOD LED CEILING 91-0" / 12'-0" / 10'-0„ SAGA STEP LIGHT (HORIZONTAL 2 6 4 12 (4) 1 W AMBER LED PER FIXTURE WALL 1'-0" LOUVER)SG-R-1 LED-VDL-AML L3 AAL VENERE VSCL-SSCS 3 1 0 4 (1) 50w CF WALL 6'-0" L4 THOMAS LIGHTING SL92707 (BLACK 4 3 0 ' 7 6. WATT AMBER LED (SYN-LED-6W- yI/gLL 6'-0" BAFFLE &HONEYCOMB LOUVER) PAR20-AMB-120V-STL) PENTAIR INTELLIBRITE 5G INTELLIBRIGHT LED 30W - COLOR IS POOL SIDE BELOW WATER L5 UNDERWATER COLOR CHANGING 0 6 0 6 VARIABLE - RED IS A FIX OPTION. WALL LINE .NOTE: PER 62B-33.0155(1)(n) ALL WINDOWS AND GLASS DOORS VISIBLE FROM ANY POINT ON THE BEACH MUST BE TINTED TO A TRANSMITTANCE VALUE t (LIGHT TRANSMISSION FROM INSIDE TO OUTSIDE) OF 45% OR LESS THROUGH THE USE OF TINTED GLASS OR WINDOW FILM. n/ 1.ii . /—FLAT HEADER FLAT HEADER CL BOTTOM @' ,,---FLAT @ f 1V-6" A.F.F. 11'-6" A.F.F. IIIIIIIII"iiiililQi'i�lllllll IIIIIIIIII -� •HEADER ■01■■■■■■ lnnow■■■lil lowwommom ■■■■■■■■1 111111111IIIIIIIIIIIIIIIQ.ILIIh16" DEEP WD. BEAMS - IIII�•�III' IIIIIIIIII CEILING GROOVE IIII 1■■■■ ■■■■■■■■ ■■■■■■■■ ■■■■■■■■I HEADER i■q■*n*s i■■■■■■■■i 1■■■■■■■■■■■■i i■■■■■■■■1 BOTTOM L2 FLAT HEADER BOTTOM @ 11'-6" A.F.F. —1x 6 WOOD TONGUE & GROOVE CEILING —8" WIDE x 6" DEEP WD. BEAMS L2 L2 L5I -FLAT HEADER BOTTOM @ 11'-6" A.F.F. L2 PROVIDE WHIP FOR MOTORIZED DRAPES @ +/-1 V-6" A.F.F DRAPERY POCKET (TOP @ 1 V-6" A.F.F.) — 6" WIDE x 4" DEEP BOX BEAMS fff FLAT HEADER J BOTTOM @ / 9'-6" A.F.F. L5 DN - no �® (MAIN) LEVEL REFLECTED CEILING FLAN -FLAT HEADER BOTTOM @ 11'-6" A.F.F. L2 PROVIDE WHIP FOR MOTORIZED DRAPES @ +/-1 V-6" A.F.F DRAPERY POCKET (TOP @ 1 V-6" A.F.F.) — 6" WIDE x 4" DEEP BOX BEAMS fff FLAT HEADER J BOTTOM @ / 9'-6" A.F.F. L5 DN - no �® (MAIN) LEVEL REFLECTED CEILING FLAN REVISIONS BY DATE PERMIT SETS ISSUED DWD 07.18.14 W U W H Hew C J n V � O Fr -•I wQ� c� P" 5 1�a • i ra • n e �r Z /r 2nd LEVEL HIP 6 x 6 WD. OUTRIGGER ROOF BELOW (SEE TYPICAL WALL SECTIONS) — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SWITCH LOCATED ON BED WALL @ 44" A.F.F. (VERIFY LOCATION w/ I.D.) 1 x 6 WOOD TONGUE & GROOVE SOFFIT -- — — — — — ---- FLAT HEADER BOTTOM @ 8'-0" A.F.F. 1 x 6 WOOD — TONGUE & GROOVE CEILING FLAT HEADER — BOTTOM @ 8'-0" A.F.F. I I VAULTED CEILING PEAK @ +/-13'-2" A.F.F. SPRING FROM 1 V-4" A.F.F. II II II II II II II 2nd LEVEL HIP/ GABLE ROOF BELOW 2'-0" O q N ME-i 19-W C.H. 10'-0" C.H. o N 22" 6" ATTIC OACCE S HATCH JD�TION w/ TRUS LA OUT) 1 I 14"0)C SS O M TA FLUE THRO H ROOF 101 - "C. I (OFFSET F E FROM I 2nd FLOCR 3RD FLOLIAlbE) R 0' H WALLS ___ 2 8" r C.H. 0 10'-0" C.H. N 0 8 17 1 8 23 22 21 20 _—I _'$- 17 16- 2'-0" tttttttttttutt111�ttttllilttllilllElt11tllldttttllltttttttt111ttttlEl! n`tttllllll I�■ice■��■�■� • C m I 1■■1 1■��jl, 2nd LEVEL SHED ROOFBELOW 5'-2" 10'0 0" C.H. 17 \ IA PROVIDE WHIP FOR COVE LIGHTS STEEL BEAM, oTTOM @ 10'-8" A.F.F. (SEE STRUCTURAL DW 9'-10" 1OC.H. FLAT HEADI BOTTOM @ 9'-0" A.F.F. 10'-0" C.H. 10r CH w SWITCH LOCATED 1 x 6 WOOD ON BED WALL @ 44" A.F.F. TONGUE & GROOVE (VERIFY LOCATION w/ I.D.) SOFFIT O O-------- 10'-0" C.H. EXF 13 O O , 19-V C.H. O i O , 6,_3„ 19-V C.H.! O j oo 10'-0 C.H. 10'-0" C.H. EXTERIOR LIGHTING FIXTURE SCHEDULE QUANTITY MOUNTING 0 FLR 1 FLR 2 FLR TOTAL SYMBOL FIXTURE NAME BULB WATT & TYPE MOUNTING HEIGHT L1 L-016-F BEACHSIDE LIGHTING 5 12 2 19 9W AMBER FLOOD LED CEILING 9'-0" / 12'-0"/ 10'-0" L2 SAGA STEP LIGHT (HORIZONTAL 2 6 4 12 (4)1 W AMBER LED PER FIXTURE WALL 1'-0" LOUVER) SG-R-ILED-VDL-AML L3 AAL VENERE VSCLSSCS 3 1 0 4 (1) 50w CF WALL L4 THOMAS LIGHTING SL92707 (BLACK 6 WATT AMBER LED (SYN-LED-6W- BAFFLE & HONEYCOMB LOUVER) 4 3 0 7 PAR20-AMB-120V-STL) WALL 6'-0" 1-5 PENTAIR INTELLIBRITE 5G 0 6 0 6 INTELLIBRIGHT LED 30W - COLOR IS POOL SIDE BELOW WATER UNDERWATER COLOR CHANGING VARIABLE - RED IS A FIX OPTION WALL LINE NOTE: PER 62B-33.0155(1)(n) ALL WINDOWS AND GLASS DOORS VISIBLE FROM ANY POINT ON THE BEACH MUST BE TINTED TO A TRANSMITTANCE VALUE (LIGHT TRANSMISSION FROM INSIDE TO OUTSIDE) OF 45% OR LESS. THROUGH THE USE OF TINTED GLASS OR WINDOW FILM. 14"0 CLASS 'A' METAL FLUE THROUGH ROOF (OFFSET FLUE FROM 8" WIDE x 6" WIDE x ///���SWITCH LOCATED 2nd FLOOR TO 3RD `6" DEEP r4" DEEP / I ON BED WALL @ 44" A.F.F. FLOOR CHASE) \WD. BEAMS WD. BEAMS / I (VERIFY LOCATION w/ I.D.) ��� ����� �,►� a 701 1 1 a 1 1, nns 111111W. 19 " 10'-W C.H. STEEL BEA , VTTO �@ ' + `I m ao }, bVP 9'-2" KIM Mill ' ■�■■�■■�■■�■■dal I■�� Illu�, • ► • a _ ■1t■■■■■■■pp■■ IIIII1 rillol I a IN ERIOR 10'-6" C.H. W kLL SCONCES O O O @ 70" A.F.F. IT P.) m — — "' 00 to c Mir 10'-0" C.H. 2'-p^ 1 per• 2'-0 O I 4 10'-0" C.H.- µ 00 10'-W C.H. ----- -----� : EXF O ® -0 10'" C.H. - c O N 22"x36" ATTIC ACCESS HATCH (COORDINATE LOCATION w/ TRUSS LAYOUT) 6 x 6 WD. OUTRIGGER 1 x 6 WOOD (SEE TYPICAL WALL TONGUE & GROOVE SECTIONS) SOFFIT SWITCH LOCATED ON BED WALL @ 44" A.F.F. (VERIFY LOCATION w/ I.D.) iee\e %fie■ �_�� e� l� % e■■eases! Ii1b VL•il��lYB.�q 1-am�e S RIP Iaaesssassa_ae � w _asas_saasasl 11y�11 Il:��ll�i:: �L_firZ�17TiAi��\■�■\40i `—F.O. VERIFY —1 x 6 WOOD EXACT LOCATION TONGUE & GROOVE FLAT HEADER wl I.D. SOFFIT BOTTOM @ 8'-0" A.F.F. V-0" HIGH PRIVACY WALL (SEE REAR ELEVATION) 1 x 6 WOOD TONGUE & GROOVE CEILING 8" WIDE x 6" DEEP WD. BEAMS FLAT HEADER BOTTOM @ V-0" A.F.F. 6 x 6 WD. OUTRIGGER (SEE TYPICAL WALL SECTIONS) 1x6WOOD TONGUE & GROOVE SOFFIT 6 x 6 WD. OUTRIGGER (SEE TYPICAL WALL SECTIONS) Ll �1 x 6 WOOD TONGUE & GROOVE CEILING �— VAULTED CEILING PEAK @ +/-13'-3" A.F.F. SPRING FROM 10'-0" A.F.F. 6 x 6 WD. OUTRIGGER —(SEE TYPICAL WALL SECTIONS) /—FLAT HEADER BOTTOM @ 9'-0" A.F.F. 6" WIDE x �4" DEEP WD. BEAMS 1 . 3rd (UPPER) LEVEL REFLECTED CEILING PLAN 1/4 11=11-0.1 \` I c r i� REVISIONS BY DATE PERMIT SETS ISSUED DWD 07.16.14 W U WQ 1PIP V J � Q U O WQ� H O� l I� O �a • ; r.i G • U � .w U al 31 5 .St? L 0 . ^, 3rd (UPPER) LEVEL REFLECTED CEILING PLAN 603 3rd FLOOR EXTERIOR DOOR AND FRAME SCHEDULE DOOR FRAME Location Manufacturer Model Color Notes SIZE ProductApproval# Interior Exterior Door Size - PR WxH Interior Exterior EGRESS, 3-PANEL STACKING E30 SLIDING GLASS DOOR, SEE NOA# 12-0130.13 9'-0" x 8'-0" ALUMINUM ALUMINUM ALUMINUM ALUMINUM BEDROOM #3 TO COVERED TERRACE WINDOOR 8100SERIES WHITE PLAN FOR STACKING DIRECTION FL#16521 2'-6" x 8'-0" ALUMINUM ALUMINUM CLAD ALUMINUM ALUMINUM CLAD MASTER BEDROOM TO EXTERIOR COVERED TERRACE KOLBE & KOLBE ULTRA SERIES WHITE EGRESS FRENCH DOOR 3-PANEL STACKING SLIDING 303 NOA# 12-0130.13 10'-0" x 8'-0" ALUMINUM ALUMINUM ALUMINUM ALUMINUM LOUNGE TO EXTERIOR COVERED TRAACE WINDOOR 8100 SERIES WHITE GLASS DOOR, SEE PLAN FOR STACKING DIRECTION 304 FL#16521 T-O" x 8'-0" ALUMINUM ALUMINUM CLAD ALUMINUM ALUMINUM CLAD I BEDROOM #4 TO EXTERIOR COVERED TERRACE KOLBE & KOLBE ULTRA SERIES WHITE EGRESS FRENCH DOOR 3rd FLOOR INTERIOR DO R AND FRAME SCHEDULE .DOOR FRAME Location Remarks Number SIZE Type Door Size - PR WxH Material 310 2'-8" x 8'4" PRE -HUNG, SOLID WOOD, RAISED PANEL WOOD BEDROOM 93 ENTRY 311 2'-6" x 8'-0" PRE -HUNG, SOLID WOOD, RAISED PANEL WOOD BEDROOM #3 ENTRY 312 313 2'-6" x 8'-0" 2'-6" x 8'-0" PRE -HUNG, SOLID WOOD, RAISED PANEL PRE -HUNG, SOLID WOOD, RAISED PANEL WOOD WOOD BEDROOM #3 W.I.C. ENTRY BEDROOM #2 W.I.C. ENTRY 314 2'-8" x V-0" PRE -HUNG, SOLID WOOD RAISED PANEL WOOD BEDROOM #2 ENTRY 315 2'-6 x 8-0" PRE -HUNG, SOLID WOOD, RAISED PANEL WOOD BATH #2 ENTRY 316 PR 2'-0 x 8'4" PRE -HUNG, SOLID WOOD, RAISED PANEL WOOD MASTER BEDROOM ENTRY 317 2'-6 x 81-0" PRE -HUNG, SOLID WOOD, RAISED PANEL WOOD KIM'S W.I.C. ENTRY 318 2'-6 x 8'-0" PRE -HUNG, SOLID WOOD, RAISED PANEL WOOD JOE'S W.I.C. ENTRY 319 PR 2' 0" x 8'-0- PRE -HUNG, SOLID WOOD, RAISED PANEL WOOD MASTER BATH ENTRY - 320 2'-6" x 8'-0" PRE -HUNG, SOLID WOOD, RAISED PANEL WOOD MASTER BATH 321 2'-6" x 8'-0" PRE -HUNG, SOLID WOOD, RAISED PANEL WOOD MASTER BATH 322 2'-8" x 8'-0" PRE -HUNG, SOLID WOOD, RAISED PANEL WOOD BEDROOM #4 ENTRY 323 2'-6" x 8'-0" PRE -HUNG, SOLID WOOD, RAISED PANEL WOOD BATH #4 ENTRY 324 2'-6" x 8'-0" PRE -HUNG, SOLID WOOD, RAISED PANEL WOOD BEDROOM #4 W.I.C. ENTRY - 325 2'-8" x 8'-0" PRE -HUNG, SOLID WOOD, RAISED PANEL 1 WOOD UTILITY ENTRY 326 2'-8" x 8.41PRE-HUNG, SOLID WOOD, RAISED PANEL WOOD ELEVATOR 3rd LEVEL INTERIOR DOOR NOTES: 1. ALL WINDOW SILL & HEAD HEIGHTS SHOWN ARE TAKEN FROM 0'-0" FLOOR ELEVATION. 2. ALL INTERIOR DOORS TO BE 1-3/4" SOLID WOOD. WOOD SPECIES & DOOR PANEL DESIGN TO BE SELECTED BY OWNER & INTERIOR DESIGNER. 3. ALL HARDWARE TO BE SELECTED BY OWNER & INTERIOR DESIGNER. ,d• REVISIONS BY DATE a PERMIT SETS ISSUED DWD 07.18.14 M M• � W o r • o N O � 3 'W'w v/ ¢� F I c ro 4 J i` _ iL � W(D 3rd FLOOR WINDOW SCHEDULE la Number ProductApproval# Size Sill Height Head Height Type Frame Material Location Manufacturer Model Color Notes Width Height Interior Exterior 301 FL15190 T-6" 5'-01 T-0" A.F.F. 8-O" A.F.F. DOUBLE HUNG WOOD ALUMINUM CLAD STAIR TOWER KOLBE & KOLBE ULTRA SERIES WHITE 302 FL15190 T-6" 5'-0" T-O" A.F.F. 3'-0" A.F.F. 8'-0" A.F.F. 8'-0" A.F.F. DOUBLE HUNG CASEMENT WOOD WOOD ALUMINUM CLAD ALUMINUM CLAD STAIR TOWER BEDROOM #2 KOLBE & KOLBE KOLBE & KOLBE ULTRA SERIES ULTRA SERIES WHITE WHITE - EGRESS 303 FL15190 T-6" 5'-0" 304 FL15190 2'-6" 5'-0" 3-0 A.F.F. 8'-0" A.F.F. CASEMENT WOOD ALUMINUM CLAD BEDROOM #2 & KOLBEKOLBE SERIES ULTRA S WHITE 305 FL15190 2'-6" 5'-0" T-0" A.F.F. 8'-0" A.F.F. CASEMENT WOOD ALUMINUM CLAD BEDROOM #2 KOLBE & KOLBE ULTRA SERIES WHITE 306 FL15190 2'-6" 5'-0" T-O" A.F.F. 8-O" A.F.F. CASEMENT WOOD ALUMINUM CLAD BATH #2 KOLBE & KOLBE ULTRA SERIES WHITE 307 FL15190 2'-6" 5'-0" 3'-0" A.F.F. 8-0" A.F.F. CASEMENT WOOD ALUMINUM CLAD MASTER BEDROOM KOLBE & KOLBE ULTRA SERIES WHITE w/ 22 TRANSOM BELOW, TOP 308 FL15190 5'-0" 5'-6" V-8" A.F.F. 8'-0" A.F.F. DOUBLE CASEMENT WOOD ALUMINUM CLAD MASTER SITTING AREA KOLBE & KOLBE ULTRA SERIES WHITE OF ALL @ 8' 0' A.F.F. "/ 22 TRANSOM BELOW, TOP 309 FL15189 5'-0" 5'-61 0'-6" A.F.F. V-0" A.F,F. FIXED WOOD ALUMINUM CLAD MASTER SITTING AREA KOLBE & KOLBE ULTRA SERIES WHITE OF ALL 8 0" A.F.F. w/ 22" TRANSOM BELOW, TOP 310 FL15190 5'-0" 5'-6" " 0'-6A.F.F. V-0" A.F.F. DOUBLE CASEMENT WOOD ALUMINUM CLAD MASTER SITTING AREA KOLBE & KOLBE ULTRA SERIES WHITE OF ALL 8'-0" A.F.F. 311 FL15190 2'-6" 5'-0" 3'-0" A.F.F. 8'-0" A.F.F. CASEMENT WOOD ALUMINUM CLAD MASTER BEDROOM KOLBE & KOLBE ULTRA SERIES WHITE 312 FL15190 2'-0" 4'-0" " 4'-0 A.F.F. 8'-0" A.F.F. CASEMENT WOOD ALUMINUM CLAD BATH MASTER BA KOLBE & KOLBE U LTRA SERIES WHITE SHO WER WINDOW 313 FL15190 44' 5'-0" 4'-0" A.F.F. 8'-0" A.F.F. DOUBLE CASEMENT WOOD ALUMINUM CLAD MASTER BATH KOLBE & KOLBE ULTRA SERIES WHITE SHOWER WINDOW 314 FL15190 5-0" 5'-0" 3'-0" A.F.F. 8'-0" A.F.F. DOUBLE CASEMENT WOOD ALUMINUM CLAD MASTER BATH KOLBE & KOLBE ULTRA SERIES WHITE w/ 22" TRANSOM BELOW, TOP 315 FL15190 2'-6" 5'-0" v-0" A.F.F. 8'-O" A.F.F. CASEMENT WOOD ALUMINUM CLAD BEDROOM #4 KOLBE & KOLBE ULTRA SERIES WHITE OF ALL 8'-0" A.F.F. w/ 22" TRANSOM BELOW, TOP 316 FL15189 5-4-6-0- 114" A.F.F. 8'-0" A.F.F. FIXED WOOD ALUMINUM CLAD BEDROOM #4 KOLBE & KOLBE ULTRA SERIES WHITE OF ALL @ 8'-0" A.F.F. w/ 22 TRANSOM BELOW, TOP 317 FL15190 2'-6" 5'-01. 1'-0" A.F.F. 8'-0"A.F.F. CASEMENT WOOD ALUMINUM CLAD BEDROOM #4 KOLBE & KOLBE ULTRA SERIES WHITE OF ALL a 8'-0" A.F.F. 318 F-15190 2'-6' S'-0" 3'-0" A.F.F. 8-0" A.F.F. CASEMENT WOOD ALUMINUM CLAD BATH #4 LB KOE & KOLBE ULTRA SERIES WHITE 5'-0" T-0"A.F.F. 8-U" A.F.F. CASEMENT WOOD I ALUMINUM CLAD UTILITY ROOM I KOLBE & KOLBE ULTRA SERIES WHITE 319 - FL15190 T-6" 2nd FLOOR INTERIOR DOOR AND FRAME SCHEDULE DOOR FRAME Location Remarks Number SIZE Type Door Size - PR WxH Material 210 211 PR 2'-0"x 8'-0" 2'-8" x 8'-0" PRE -HUNG, SOLID WOOD, RAISED PANEL PRE -HUNG, SOLID WOOD, RAISED PANEL WOOD WOOD OFFICE ENTRY POWDER ROOM ENTRY PROVIDES 29" CLEAR OPENING REQUIREMENT, SEE NOTES ON COVER SHEET 212 2'-6" x 8'-0" PRE -HUNG, SOLID WOOD, RAISED PANEL WOOD BUTLER'S PANTRY ENTRY 213 2'4" x 8'-O" PRE -HUNG, SOLID WOOD, RAISED PANEL WOOD PANTRY ENTRY 214 2'-6' x 8'-0" PRE -HUNG SOLID WOOD, RAISED PANEL WOOD CABANA ENTRY 215 PR 2'-4" x 8'-0" PRE -HUNG, SOLID WOOD, RAISED PANEL WOOD LIBRARY ENTRY 217 218 2'-8" x 8'-0" 2'-6" x 8'-0" PRE -HUNG, SOLID WOOD, RAISED PANEL POCKET DOOR, SOLID WOOD, RAISED PANEL WOOD WOOD GUEST BEDROOM ENTRY GUEST W.I.C. ENTRY POCKET DOOR, SEE FLOOR PLAN FOR POCKET LOCATION 219 2'-8" x 8'-0" PRE -HUNG, SOLID WOOD, ISED PANEL I WOOD I GUEST BATH ENTRY 2nd LEVEL INTERIOR DOOR NOTES: 1. ALL WINDOW SILL & HEAD HEIGHTS SHOWN ARE TAKEN FROM U-0" FLOOR ELEVATION. 2. ALL INTERIOR DOORS TO BE 1-3/4" SOLID WOOD. WOOD SPECIES & DOOR PANEL DESIGN TO BE SELECTED BY OWNER & INTERIOR DESIGNER. 3. ALL HARDWARE TO BE SELECTED BY OWNER & INTERIOR DESIGNER. 2nd FLOOR EXTERIOR DOOR AND FRAME SCHEDULE DOOR FRAME Location Manufacturer Model Color Notes SIZE Number ProductApproval# Interior Exterior Door Size - PR WxH Interior Exterior 3-PANEL STACKING SLIDER, 201 NOA# 12-0130.13 12'-0" x 9'-6" ALUMINUM ALUMINUM ALUMINUM ALUMINUM GREAT ROOM WINDOOR 8100 SERIES WHITE SEE PLAN FOR STACKING DIRECTION 202 FL16521 V-6" x 9'-6" WOOD ALUMINUM WOOD ALUMINUM CLAD OFFICE TO EXTERIOR KOLBE & KOLBE ULTRA SERIES WHITE FRENCH DOOR 203 FL16521 2'-6" x 9'-6" WOOD ALUMINUM WOOD ALUMINUM CLAD HEARTH ROOM TO EXTERIOR KOLBE & KOLBE ULTRA SERIES WHITE FRENCH DOOR 3-PANEL STACKING SLIDING 204 NOA# 12-0130.13 10'-0" x 9'-6" ALUMINUM ALUMINUM ALUMINUM ALUMINUM HEARTH ROOM TO EXTERIOR WINDOOR 8100 SERIES WHITE GLASS DOOR, SEE PLAN FOR STACKING DIRECTION 2-PANEL STACKING SLIDING 205 NOA# 12-0130.13 5'-0" x 9'-6" ALUMINUM ALUMINUM ALUMINUM ALUMINUM HEARTH ROOM TO EXTERIOR WINDOOR 8100 SERIES WHITE GLASS DOOR, SEE PLAN FOR STACKING DIRECTION 206 NOA# 12-0130.13 22'-0"x 9'-6" ALUMINUM ALUMINUM ALUMINUM ALUMINUM GREAT ROOM TO EXTERIOR WINDOOR 8100 SERIES WHITE 6-PANEL CENTER BI-PARTING SLIDING GLASS DOOR 207 FL16521 2'-6" x 9'-6" WOOD ALUMINUM WOOD ALUMINUM CLAD LIBRARY TO EXTERIOR KOLBE & KOLBE ULTRA SERIES WHITE FRENCH DOOR 2nd FLOOR WINDOW SCHEDULE Size Frame Material Number ProductApproval# Sill Height Head Height Type Location Manufacturer Model Color Notes Width I Height Interior Exterior 201 1 FL15189 2'-0" 1 V-6" T-0" A.F.F. V-6"A.F.F. FIXED WOOD ALUMINUM CLAD STAIR TOWER KOLBE & KOLBE ULTRA SERIES WHITE 202 FL15189 T-6" 1 6'-6" T-0" A.F.F. 9'-6" A.F.F. FIXED WOOD ALUMINUM CLAD STAIR TOWER KOLBE & KOLBE ULTRA SERIES WHITE 203 FL15189 ` 2'-0" V-6' T-0" A.F.F. 9'-6" A.F.F. FIXED WOOD ALUMINUM CLAD STAIR TOWER KOLBE & KOLBE ULTRA SERIES WHITE 204 FL15190 2'-6" 6'-6' T-O" A.F.F. 9'-6" A.F.F. CASEMENT WOOD ALUMINUM CLAD OFFICE KOLBE & KOLBE ULTRA SERIES WHITE 205 FL15189 2'-6" 6'-6' T-0" A.F.F. 9'-6"A. F.F. FIXED WOOD ALUMINUM CLAD OFFICE KOLBE & KOLBE ULTRA SERIES WHITE 206 FL15190 2'-6" 8'-6" T-0" A.F.F. 9'-6" A.F.F. CASEMENT WOOD ALUMINUM CLAD OFFICE KOLBE & KOLBE ULTRA SERIES WHITE 207 FL1477-RI 2'-0" 4'-6' T-6" A.F.F. 8'-O" A.F.F. DOUBLE HUNG WOOD ALUMINUM CLAD POWDER ROOM KOLBE & KOLBE ULTRA SERIES WHITE 208 FL1477-R1 2'-6" 4'-6` T-6" A,F.F. 8'-0" A.F.F. DOUBLE HUNG WOOD ALUMINUM CLAD BUTLER'S PANTRY KOLBE & KOLBE ULTRA SERIES WHITE _'� 2i)9 FL1477-R1 2'-0" 4-0 4'-0" A.F.F. 8'-0" A.F.F. DOUBLE HUNG WOOD ALUMINUM CLAD CABANA KOLBE & KOLBE SERIES ULTRA S WHITE 22 TRANSOM BELOW, TOP 210 FL15190 2'-6" 7'-0" 0'-6"A. F.F. 9'-6" A.F.F. CASEMENT WOOD ALUMINUM CLAD LIBRARY KOLBE & KOLBE ULTRA SERIES WHITE w/ OF ALL @ 9'-6" A.F.F. 7'-0" 0'-6" A.F.F. V-6" A.F.F. FIXED WOOD ALUMINUM CLAD LIBRARY KOLBE & KOLBE ULTRA SERIES WHITE w/ 22 TRANSOM BELOW; TOP OF ALL @ 9'-6" A.F.F. 211 FL15189 5'-0" w/ 22" TRANSOM BELOW, TOP 212 FL15190 2'-6" 7'-0" 0'-6" A.F.F. 9'-6" A.F.F. CASEMENT WOOD ALUMINUM CLAD LIBRARY KOLBE & KOLBE ULTRA SERIES WHITE OF ALL 9'-6" A.F.F. 213 FL1477-Rl 2'-0" 4'-0" 4'-0" A.F.F. 8'-O" A.F.F. DOUBLE HUNG WOOD ALUMINUM CLAD GUEST BATH KOLBE & KOLBE ULTRA SERIES WHITE SHOWER WINDOW 214 FL15190 2'-6" 6'-6" 3'-0" A.F.F. 9'-6" A.F.F. CASEMENT WOOD ALUMINUM CLAD GUEST BEDROOM KOLBE & KOLBE ULTRA SERIES WHITE 215 FL15190 2'-10" . 6'-6" 3'-0" A.F.F. 9'-6" A.F.F. CASEMENT WOOD ALUMINUM CLAD GUEST BEDROOM KOLBE & KOLBE ULTRA SERIES WHITE EGRESS 216 FL15190 2'-10" 6-6" T-O" A.F.F. V-6" A.F.F. CASEMENT WOOD I ALUMINUM CLAD GUEST BEDROOM KOLBE & KOLBE ULTRA SERIES WHITE EGRESS 217 FL15190 2'-10" 6'-6" T-O" A.F.F. V-6" A.F.F. CASEMENT WOOD ALUMINUM CLAD GUEST BEDROOM KOLBE & KOLBE ULTRA SERIES WHITE EGRESS 1st FLOOR EXTERIOR DOOR AND FRAME SCHEDULE DOOR FRAME Location FOYER TO COVERED ENTRY Manufacturer SIGNATURE DOORS, INC. Model 1-3/4" OUTSWING SERIES Color STAINED, T.B.D. Notes SOLID MAHOGANY w/ 18" SIDELIGHTS RAISED PANEL w/ GLAZING, Number 101 ProductApproval# FL15001 SIZE Interior STEEL Exterior WOOD Door Size - PR WxH T-6" x 8.4. Interior WOOD Exterior WOOD 102 NOA# 12-0824.02 9'-0" x 9,4, WOOD WOOD WOOD WOOD 4-CAR GARAGE DESIGNER DOORS, INC. RAISED PANEL & 2 LIGHTS STAINED, T.B.D. WOOD SECTION GARAGE DOOR RAISED PANEL w/ GLAZING, 103 NOA# 12-0824.02 9'-0' x 9,4, WOOD WOOD WOOD WOOD 4-CAR GARAGE DESIGNER DOORS, INC. RAISED PANEL & 2 LIGHTS STAINED, T.B.D. WOOD SECTION GARAGE DOOR 104 105 106 107 FL16521 FL16521 FL8871.5 FL16521 T-0' x 8'-0" 3'-0" x 8'-0" PR 2'-6" x 5'-0" 3'-0" x 8'-0" WOOD WOOD FIBERGLASS WOOD ALUMINUM CLAD ALUMINUM CLAD FIBERGLASS ALUMINUM CLAD WOOD WOOD WOOD WOOD ALUMINUM CLAD ALUMINUM CLAD 'WOOD ALUMINUM CLAD 4-CAR GARAGE TO EXTERIOR MECHANICAU BONUS STORAGE TO EXTERIOR POOL STORAGE ENTRY MECHANICAL/ BONUSSTORAGE TOE KOLBE & KOLBE KOLBE & KOLBE THERMATRU KOLBE & KOLBE ULTRA SERIES ULTRA SERIES SMOOTH STAR ULTRA SERIES WHITE WHITE WHITE WHITE FRENCH DOOR FRENCH DOOR RAISED PANEL FIBERGLASS DOOR FRENCH DOOR; SEE NOTE #1 BELOW 1st FLOOR INTERIOR DOOR AND FRAME SCHEDULE DOOR FRAME Location Remarks SIZE. Number . Type Door Size- PR WxH Material 110 2'-6" x 8'-0" PRE -HUNG, SOLID WOOD, RAISED'PANEL WOOD UNDER STAIR STORAGE - 111 2'-6" x 8'-0" PRE -HUNG, SOLID WOOD, RAISED PANEL WOOD COAT CLOSET', 112 3'-0" xS'-0" PRE -HUNG, SOLID WOOD, RAISED PANEL WOOD TO GARAGE 113 PR 2'-6" x 8'-0" PRE -HUNG, SOLID WOOD, RAISED PANEL WOOD TO MECHANICAL] BONUS STORAGE 114 2'-8" x8'-0.. PRE -HUNG, SOLID WOOD, RAISED PANEL WOOD FUTURE MECH. CLOSET FUTURE USE 115 PR 2'-6" x8'-0" PRE -HUNG, SOLID WOOD, RAISED PANEL WOOD FUTUTE HALLWAY TO BON S STORAGE FUTURE USE 116 2'-8" x 8'-O'' PRE -HUNG, SOLID WOOD, RAISED PANEL WOOD FUTURE BEDROOM #1 ENTRY FUTURE USE 117 2'-8" x 8'-0" PRE -HUNG, SOLID WOOD, RAISED PANEL WOOD FUTURE BEDROOM #2 ENTRY FUTURE USE 119 7-6" x 8'-0" PRE -HUNG, SOLID WOOD, RAISED PANEL WOOD FUTURE BEROOM #2 BATH FUTURE USE 120 2'-6" x 8'-0" PRE -HUNG, SOLID WOOD, RAISED PANEL WOOD FUTURE BEROOM #1 IBATH FUTURE USE 121 2'-6" x 8'-0" PRE -HUNG, SOLID WOOD, RAISED PANEL WOOD FUTURE BEROOM #1W.I.C. FUTURE USE 122 T-O" x 8'-01. PRE -HUNG, SOLID WOOD, RAISED PANEL WOOD TO MECHANICAL/ BONUS STORAGE 123 2'-8" x 8'-0" 1 PRE -HUNG, SOLID WOOD, RAISED PANEL WOOD ELEVATOR - 1st FLOOR WINDOW SCHEDULE MOWN Number ProductApproval# Size Sill Height Head Height Type FXXED FI D CAS ENT DBL-SIN E HUNG DOUR- HUNG _ HUNG DOUB- HUNG DOUB4" HUNG DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG CASEMENT Frame Material Location Manufacturer Model Color I III Notes Width Height Interior Exterior SOLID MAHOGANY SOLID MAHOGANY SOLID MAHOGANY SOLID MAHOGANY FOYER FOYER SIGNATURE DOORS, INC. SIGNATURE DOORS, INC. DIRECT DIRECT SET FIXED SET FIXED STAINED, T.B.D. STAINED, T.B.D. PART OF DOOR #101 PART OF DOOR #101 101 102 FL15002 FL15002 V-6" 1'-6" 1 8'-0" 1 8'-0" 0'-0" A.F.F. 0'-0" A.F.F. 8'-O" A.F.F. 8'-O" A.F.F. 103 FL15190 2'-6" 5'-0" T-O" A.F.F. 8'-0" A.F.F. WOOD ALUMINUM CLAD 4-CAR GARAGE KOLBE & KOLBE TRA SERIES WHITE WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD ALUMINUM CLAD ALUMINUM CLAD ALUMINUM CLAD ALUMINUM CLAD ALUMINUM CLAD ALUMINUM CLAD ALUMINUM CLAD ALUMINUM CLAD ALUMINUM CLAD 4-CAR GARAGE MECHANICAL/ BONUS STORAGE E POOLSTORAGE POOL STORAGE MECHANICAL/ BONUS STORAGE MECHANICAL/ BONUS STORAGE MECHANICAU BONUS STORAGE MECHANICAL/ BONUS STORAGE MECHANICAL/ BONUS STORAGE KOLBE & KOLBE I KOLBE & KOLBE KOLBE & KOLBE KO KOLBE & KOLBE KOLBE & KOLBEA- KOLBE & KOLBETRA KOLBE & KOLBE KOLBE & KOLBE KOLBE & KOLBE ULTRA ULTRA ULTRA TRA SERIES TRA SERIES SERIES TRA S TRA SERIES SERIES SERIES SERIES SERIES SERIES WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE SEE NOTE #1 BELOW SEE NOTE #1 BELOW 104 FL15190 5'-0" 6-0- 1'-10" A.F.F. 6'-10" A.F.F. 105 FL1477-R1 2'-6" 5'-0" T-0" A.F.F. 8'-0" A.F.F. 106 - FL1477 R1 2-6" - 5' 0" - " A.F.F. 3' 0 - "A.F.F.DOUB 8 0 A 107 FL1477-R1 2'-6" 5'-0" 3'-0" A. F.F. 8-0" A.F.F: 108 FL1477-R1 2'-6" 5'-0" 3'-0" A.F.F. 8'-0" A.F.F. 110TRA 109 111 112 FL1477-R1 FL1477-R1 FL1477-R1 FL15190 2'-6" 2'-6" 2'-6" 2'-6" 5'-0" 5'-0" 5'-0" 5'-0" 3'-0" A.F.F. 3'-0" A.F.F. 1 T-0" A.F.F. 1 T-0" A.F.F. 8'-O" A.F.F. 8'-O" A.F.F. 8'-0" A.F.F. 8'-0" A.F.F. rT1 d w U z z z Z w Q m H w Q7 U Z O z w 0 LU Q W � Q) m U VJ N �-1 Ln Z � a � rT1 � O v r+: ti..akm 71 :3 1113 P L- 11105 FIRM-AA001379 OR & WINDOW OR M T-02 ADJUST TO AS -BUILT CONDITIONS TYP I SIMULATED CEDAR SHAKE ROOF TILES ATTACHED PER LATEST FLORIDA NOA PRODUCT APPROVAL ON 90# ROOFING HOT MOPPED TO 30# BUILDING 12 FELT, TIN -TAGGED TO APA 40120, 19/32" EXPOSURE 1 PLYWOOD 7 ROOF SHEATHING UPLIFT & LATERAL HURRICANE STRAPPING (SEE STRUCTURAL DWG's) CONCRETE T BEAM (SEE STRUC RAL DWG's) HALF ROUND' GALV.GUTTE S & DOWNSPOUTS a A I, m i j (VERIFY w/ OWNER) UPPER LEVEL T.O.B. EL.+22'-0" A.F.F. (30.5' NGVD/29.01' NAVD) .I f COPPER DRI EDGE FLASHING O ER ; a' P.T. 1x2 OVE 2 x 4 SMOOTH CE R FASCIA BOARD 6„ P. V _ HAN MIN. 1/4" DRIP 2 1 x 6 SQUARE JOINT A8o1 TONGUE & GROOVE BOARD SOFFIT SEE REFLECTED CEILING 6" WIDE x 6" DEEP PLANS FOR ALL CEILING WOOD OUTRIGGER DETAILS (SEE DETAIL #3! SHEET A801) 2x6 P.T. SEE STRUCTURAL FRIEZE BOARD DWG's FOR ALL STRUCTURAL DETAILS 4 BEVELED SMOOTH FINISH STUCCO SIDING 7" EXPOSURE CAL OUTRIGGER DETAIL (TYPICAL ON 2nd & 3rd LEVELS, SEE ELEVATIONS) \rY_> SIMULATED CEDAR SHAKE ROOF SEE STRUCTURAL TILES ATTACHED PER LATEST DWG's FOR ALL FLORIDA NOA PRODUCT STRUCTURAL DETAILS APPROVAL ON 90# ROOFING 12 �V" HOT MOPPED TO 30# BUILDING FELT, TIN -TAGGED TO APA 40/20, 7 I \ 19/32" EXPOSURE 1 PLYWOOD V �•, " ROOF SHEATHING ti UPLIFT & LATERAL- HURRICANE STRAPPING A (SEE STRUCTURAL DWG's) CONCRETE TIE BEAM \ \ \ (SEE STRUCTURAL DWG's) COPPER DRIP FLASHING \ , OVER P.T. 1x3 OVER •-" .,� 2 x 6 CEDAR FASCIA BOARD ." HALF ROUND GALV. GUTTERS & DOWNSPOUTS (VERIFY wI OWNER) k \ b\ TOP OF TIE BEAM (T.O.BJ — _ — / VARIES, SEE ELEVATIONS a •del. MIN. 1/4" DRIP "ti oAll =Kh v 1 x 6 SQUARE JOINT TONGUE & GROOVE BOARD SOFFIT 1'-6" <� TYP. OVERHANG 6" WIDE x 6" DEEP WOOD OUTRIGGER (SEE DETAIL #3/ SHEET A801) 2x6 P.T. FRIEZE BOARD BEVELED SMOOTH FINISH STUCCO SIDING, 7" EXPOSURE (TYPICAL ON 2nd LEVEL, SEE ELEVATIONS) SEE REFLECTED CEILING PLANS FOR ALL CEILING DETAILS r,,-,\-TYP I 1-112" l'-O" ISUCRASEAL (OR APPROVED EQUAL) SPRAY FOAM INSULATION SYSTEM APPLIED PER MANUFACTURER SPEC'S TO ACHIEVE A MIN. R-20 VALUE FOR A COMPLETELY SEALED MOISTURE & AIR BARRIER. (SEE INSULATION NOTES, THIS SHEET) WOOD ROOF TRUSSES @ 24" O.C., MAX. (SEE TRUSS LAYOUT & ENGINEERING) 1x4 RATRUNS (SEE STRUCTURAL DWG's) 5/8" GYP. BD. CEILING ON METAL �HI-HAT CHANNELS @ 24" O.C. (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) � P.T. lx3, CONTINUOUS FIRESTOP CROWN MOULDING, (SEE INTERIOR DESIGNER DWG's) MIN. R4.1 WALL INSULATION, (3/4" TUFF-R BOARD APPLIED TO CMU w/ CONSTRUCTION ADHESIVE) (VERIFY w/ ENERGY CALCULATIONS) (SEE INSULATION NOTES, THIS SHEET) —5/8" GYP. BD. (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) 3/4" AIR SPACE 1-1/2% 25 ga. 'Z FURRING @ 16" O/C CAL EAVE DETAIL Al ALL FLOOR & WALLI'FINISHES BELOW BASE FLOOD INSULATION NOTES: ELEVATION (7.0 N.A�V.D.) TO BE MOISTURE RESISTANT . ALL INSULATION TO COMPLY w/ R302.10 FOR FLAME SPREAD MATERIAL & MUST XTEND UP WALLS A MIN. OF 18" & SMOKE DEVELOPED INDEX. ABOVE FLOOD ELEVATION TO 8.5 N.A.V.D. 2. FLAME SPREAD INDEX NOT TO EXCEED 25. 3. SMOKE DEVELOPED INDEX NOT TO EXCEED 450. INTERIOR WALL & CEILING FINISH NOTES: 1. ALL INTERIOR WALL & CEILING FINISHES TO COMPLY w/ R302.9 FOR FLAME SPREAD & SMOKE DEVELOPED INDEX. 2. FLAME SPREAD INDEX NOT TO EXCEED 200. 3. SMOKE DEVELOPED INDEX NOT TO EXCEED 450. SMOOTH FINISH STUCCO BANDING (SEE ELEVATIONS) EL.+11'-0" A.F.F. (18.5' NGVD/18.01' NAVD) LOWEST HORIZONTAL STRUCT. EL +9'-0" A.F.F. (17.5' NGVD/16.01' NAVD) CONCRETE TIE BEAM -/ (SEE STRUCTURAL DWG's) 5/8" SMOOTH STUCCO FINISH ON 8" CMU OR MASONRY (SEE STRUCTURAL DWG's) SEE STRUCTURAL DWG's FOR ALL STRUCTURAL DETAILS REVISIONS BY DATE a !� PERMIT SETS ISSUED DWD 07.1$.14It 66 BUILDING DEPT. REVS DWD 0825.14 m SUCRASEAL (OR APPROVED EQUAL) r o N . SPRAY FOAM INSULATION SYSTEM 9 - APPLIED PER MANUFACTURER SPEC'S 6 TO ACHIEVE A MIN. R-20 VALUE FORA 0 COMPLETELY SEALED MOISTURE & AIR - BARRIER. LL (SEE INSULATION NOTES, THIS SHEET) r ¢I W W cn uj m ffi J GN N key � LL g L WOOD ROOF TRUSSES @ a W U) 24" O.C., MAX. w p (SEE TRUSS LAYOUT & ( z ENGINEERING) `/ 1n z z 1x4 RATRUNS (SEE STRUCTURAL DWG's) 5/8" GYP. BD. CEILING ON METAL w HI -HAT CHANNELS @ 24" O.C. w (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) ^ V J n J CROWN MOULDING, C J I�-1 (SEE INTERIOR DESIGNER DWG's) i--1 P.T. lx3, CONTINUOUS H r l FIRESTOP/ O J Q 5/8" GYP. BD. z M z (SEE INTERIOR WALL &CEILING = I-ii o FINISH NOTES, THIS SHEET) H w 1-1/2", 25 ga.'Z' FURRING @ 16" O/C W Q w U � o l--I Ln 3/4" AIR SPACE C E m o O -----—MIN. R4.1 WALL INSULATION, (3/4" TUFF-R BOARD APPLIED TO CMU w/ CONSTRUCTION ADHESIVE) (VERIFY w/ ENERGY CALCULATIONS) (SEE INSULATION NOTES, THIS t; SHEET) BASE MOULDING, (SEE INTERIOR DESIGNER DWG's) APPROVED WATERSTOP 6" VERTICAL & 6" HORIZONTAL FLOOR FINISH (SEE INTERIOR DESIGNER DWG's) 3" CONCRETE SLAB ON METAL JOIST SYSTEM (SEE STRUCTURAL DWG's) m rD SOUND BATT INSULATION p. 5/8" GYP. BD. CEILING ON METAL HI -HAT CHANNELS @ 24" O.C. (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) SEE REFLECTED CEILING CROWN MOULDING, PLANS FOR ALL CEILING (SEE INTERIOR DESIGNER DWG's) DETAILS P.T. lx3, CONTINUOUS FIRESTOP 5/8" GYP. BD. (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) 1-1/2", 25 ga.'Z' FURRING @ 16" O/C 3/4" AIR SPACE WATERTABLE (SEE ELEVATIONS, COLOR & FINISH TO MATCH EXISTING) GRADE SLOPED AWAY FROM STRUCTURE (SEE CIVIL DWG's FOR GRADE ELEVATIONS) LOWER LEVEL (T.O.S.) EL. 0'-0" (DATUM 8.5' NGVD/7.01' NAVD) P 17=711— >• ° " °r —III—III—III— D TYPICAL 2-STORY WALL SEA �TIOI� F tn4 ai I i r 4, od ---MIN. R4.1 WALL INSULATION, (3/4" TUFF-R BOARD APPLIED TO CMU w/ CONSTRUCTION ADHESIVE) (VERIFY w/ ENERGY CALCULATIONS) Job No, 13 1 1136 (SEE INSULATION NOTES, THIS SHEET) P.T. lx3, CONTINUOUS Arl /1 BASE MOULDING, (SEE INTERIOR DESIGNER DWG's) FLOOR FINISH SEp.2 0 2Q14 (SEE INTERIOR DESIGNER DWG's) �4" MIN. CONCRETE FLOOR SLAB Fl-W11105 I=I +AA003319 (SEE STRUCTURAL DWG's) I TYPICAL WALL Y SFCTIONS III —III —III —III —III— . , III— —III III —III 6 MIL VAPOR BARRIER OVER —III—III III —III —III —III—III—III—III—III—III` TERMITE TREATED WELL III III —III -III —III— ° =1 III=1 III=I COMPACTED CLEAN FILL III III —III— �`�_r III (SEE STRUCTURAL DWG's) II —III III I III —III —I—I I_I III —III �-CONCRETE GRADE BEAM -III =III —III- (SEE STRUCTURAL DWG's) SEE STRUCTURAL DWG's FOR ALL— STRUCTURAL DETAILS — III —III— ' �-CONCRETE AUGERCAST PILE L —III—III 's) (SEE STRUCTURAL DWG IIIIIII—IIIIII� UPPER LEVEL T.O.S. - EL.+25'-0" A.F.F. (33.5' NGVD/32.01' NAVD) 1 12 14" DEEP 3 PARALLEL CHORD ROOF TRUSS co N TOP OF BEAM - EL.+22'-0" A.F.F. (30.5' NGVD/29.01' NAVD) q MAIN LEVEL T.O.S. _ EL.+11'-0" A.F.F. (19.5' NGVD/18.0V NAVD). STRUCTURALBEAM (SEE STRUCTURAL DWG's) TOP OF FLOOR STRUCTURE (SEE STRUCTURAL DWG's) I'. o 6 SPACE TO ALLOW DUCTWORK TO-- _6" WIDE x 6" DEEP SUPPLY ROOM FAUX WOOD BEAMS (SEE REFLECTED CEILING PLANS) GUEST BEDROOM TOP OF FLOOR STRUCTURE (SEE STRUCTURAL DWG's) �_rSTRUCTURAL BEAM 0 iV SIMULATED CEDAR SHAKE ROOF d. TILES ATTACHED PER LATEST TOM FLORIDA NOA PRODUCT APPROVAL ON 90# ROOFING SUCRASEAL (OR APPROVED EQUAL) HOT MOPPED TO 30# BUILDING 12 SPRAY FOAM INSULATION SYSTEM FELT, TIN -TAGGED TO APA 40/20, k APPLIED PER MANUFACTURER r 19/32" EXPOSURE 1 PLYWOOD 7 SPEC's TO ACHIEVE A MIN. R-20 ROOF SHEATHING VALUE FOR A COMPLETELY SEALED MOISTURE & AIR BARRIER. UPLIFT & LATERAL ,> (SEE INSULATION NOTES, THIS HURRICANE STRAPPING (SEE STRUCTURAL DWG's) CONCRETE T BEAM (SEE STRUC RAL DWG's) HALF ROUND GALV. GUTT S & DOWNSPO TS (VERIFYw/OWNER) TOP OF BEAM T.O.B. EL.+35'-0" A.F.F. (43.5' NGVD/42.01' NAVD) COPPER DRI EDGE FLASHING O ER i P.T. 1x3 OVE 2 x 6 SMOOTH CE R FASCIA BOARD 6„ P. V HAN MIN. 1/4" DRIP 1 x 6 SQUARE JOINT TONGUE & GROOVE BOARD SOFFIT 6" WIDE x 6" DEEP WOOD OUTRIGGER (SEE DETAIL #3/ SHEET A801) 2x6 P.T. FRIEZE BOARD BEVELED SMOOTH FINISH STUCCO SIDING, 7" EXPOSURE (TYPICAL ON 2nd & 3rd LEVELS, SEE ELEVATIONS) SMOOTH FINISH STUCCO BANDING (SEE ELEVATIONS) UPPER LEVEL (T.O.S.) EL,*25'4' A.F.F. (33.5' NGVD/32.01' NAVD). CONCRETE TIE BEAM ° (SEE STRUCTURAL DWG's) °• •' - " 77 5/8" SMOOTH STUCCO FINISH ON 8" CMU OR MASONRY SHEET) WOOD ROOF TRUSSES @ W 24" O.C., MAX. v/ (SEE TRUSS LAYOUT & ENGINEERING) 1x4 RATRUNS M w (SEE STRUCTURAL DWG's) uj 5/8" GYP. BD. CEILING ON METAL HI -HAT CHANNELS @ 24" O.C. ` (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) CROWN MOULDING, (SEE INTERIOR DESIGNER DWG's) P.T. 10, CONTINUOUS FIRESTOP 1-1/2", 25 ga.'Z' FURRING @ 16" O/C 2 3/4" AIR SPACE A801 MIN. R4.1 WALL INSULATION, (3/4" TUFF-R BOARD APPLIED TO / CMU w/ CONSTRUCTION ADHESIVE) (VERIFY w/ ENERGY CALCULATIONS) (SEE INSULATION NOTES, THIS SHEET) / 5/8" GYP. BD. (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) P.T. 1x3, CONTINUOUS APPROVED WATERSTOP 6" VERTICAL & 6" HORIZONTAL 3" CONCRETE SLAB ON METAL JOIST SYSTEM (SEE STRUCTURAL DWG's) y SOUND BA TT INSULATION 5/8" GYP. BD. CEILING ON METAL HI -HAT CHANNELS @ 24" O.C. (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) 1-1/2", 25 ga.'Z' FURRING @ 16" O/C 3/4" AIR SPACE MIN. R4.1 WALL INSULATION, (3/4" TUFF-R BOARD APPLIED TO CMU w/ CONSTRUCTION ADHESIVE) (VERIFY w/ ENERGY CALCULATIONS) (SEE INSULATION NOTES, THIS SHEET) 5/8" GYP. BD. (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) I I III (SEE STRUCTURAL DWG's) FHw / P.T. 1x3. CONTINUOUS 211 o r APPROVED WATERSTOP 6" VERTICAL & 6" HORIZONTAL FLOOR FINISH (SEE INTERIOR DESIGNER DWG's) SMOOTH FINISH STUCCO BANDING (SEE ELEVATIONS) 3" CONCRETE SLAB ON MET L JOIST SYSTEM SEEASTRUCTURAL DWG's) MAIN LEVEL IT_O.S. _ SOUND BATT INSULATION EL.+11'-0" A.F.F. (19.5' NGVD/18.01' NAVD)>' g R • •' SEE REFLECTED CEILING m MAIN LEVEL T.O.S. iv - ^- • ,,... ;' ; . PLANS FO .F. (19.5' NGVD/18.01' NAVD) R ALL ILING 0 0 0 o CE o DETAILS LOWEST HORIZONTAL STRUCT. , `* EL.+9'-0" A.F.F. (17.5' NGVD/16.01' NAVD) 4 " CONCRETE TIE BEAM s (SEE STRUCTURAL DWG's) s 5/8" GYP. BD. (SEE INTERIOR WALL & CEILING PARTIAL WALL SECTION ®-D BONUS/ FINISH NOTES, THIS SHEET) MECHANICAL z°=r c, AREA P.T. 1x3, CONTINUOUS FIRESTOP PARTIAL WALL SECTION C-C 5/8" SMOOTH STUCCO .BD. (SEE(SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) FINISH ON 8" CMU OR MASONRY 1/2"=V-0" 9 � (SEE STRUCTURAL DWG's) 1-1/2", 25 ga.'Z' FURRING @ 16" O/C WATERTABLE 3/4" AIR SPACE (SEE ELEVATIONS, MIN. R4.1 WALL INSULATION, COLOR & FINcSH (3/4" TUFF-R BOARD APPLIED TO TO MATCH EXISTING) CMU w/ CONSTRUCTION ADHESIVE) (VERIFY w/ ENERGY CALCULATIONS) ALL FLOOR & WALL FINISHES BELOW BASE FLOOD INSULATION NOTES: GRADE SLOPED AWAY (SEE INSULATION NOTES, THIS SHEET) ELEVATION (7.0 N.A.V.D.) TO BE MOISTURE RESISTANT 1. ALL INSULATION TO COMPLY w/ R302.10 FOR FLAME SPREAD FROM STRUCTURE (SEE CIVIL DWG's I3 P.T. 1x3, CONTINUOUS MATERIAL & MUST EXTEND UP WALLS A MIN. OF 18" & SMOKE DEVELOPED INDEX. FOR GRADE ELEVATIONS) ABOVE FLOOD ELEVATION TO 8.5 N.A.V.D. 2. FLAME SPREAD INDEX NOT TO EXCEED 25. BASE MOULDING, 3. SMOKE DEVELOPED INDEX NOT TO EXCEED 450. LOWER LEVEL T.O.S. - _ e (SEE INTERIOR DESIGNER DWG's) EL. 0'-0" (DATUM 8.5' NGVD/7.01' NAVD) FLOOR FINISH INTERIOR WALL & CEILING FINISH NOTES: - __-_ - - -= - (SEE INTERIOR D sICNER G's) 1. ALL INTERIOR WALL & CEILING FINISHES TO COMPLY w/ R302.9 , - -III= 4"MIN. CONCRET FL A FOR FLAME SPREAD & SMOKE DEVELOPED INDEX. - -III=III=III=III III=III=III-III- - - (SEE STRUCTURA DW 's) e 2. FLAME SPREAD INDEX NOT TO EXCEED 200. w _� -� I_� _� a 3. SMOKE DEVELOPED INDEX NOT TO EXCEED 450. III- - -III- - -_- �- 6 MIL VAPOR BARRIER OVER TERMITE TREATED WELL COMPACTED CLEAN FILL -III- - SEE STRUCTURAL DWG's) s -I I I M I I -I ( t - III =III III SEE STRUCTURAL ` DWG's FOR ALL - - CONCRETE GRADE BEAM g TYPICAL 3-STORY WALL SECTION STRUCTURAL DETAILS II �- (SEE STRUCTURAL DWG's) E 3/4"=V-0" - III CONCRETE AUGERCAST PILE z (SEE STRUCTURAL DWG's) REMIONS BY SETS ISSUED DWDBUILDING JDATEPERMIT DEPT. REVS DWD 1 1 i 1 ri i i i i i Ir IT�I Q i i i I 17"1 H O � i H W H Ln z O �a s I� �" Cd �c mimmm Job No3' i 11,,36 SEP 2 0 2P F-L4 11105 RRM-AA004M TYPICAL 3-STORY ' WALL SECTION f 3 i A802 I INDICATES SKIM COAT PLASTER w/ SMOOTH FINISH PRECAST LINTEL OR WOOD CASING 2x6 P.T. BUCK W/ 1/4" DIA. x 2x6 P.T. BUCK W/ Y4" TAPCONS W/ WASHERS 1%" POURED BEAM (SEE I.D. DWG's) 1-3/4" EMBED. @ 12" O.C., 6" E.E. EMBED @ 8" O.C. MAX, 2" FROM CORNER (SEE STRUCTURAL DWG's) PROVIDE 2-1/4" MASONRY EXTERIOR W LL STUCCO w/ 1x6 P.T. NAILER EDGE DISTANCE STUCCO ----.RECESS IN CONCRETE SMOOTH FINISH DRYWALL SEE JAMB EXTENSION AS NEEDED SLIDING GLASS DOOR WEATHERSTRIPPING WALL SECTIONS 7l h1lLFRAME (TYP. ALL AROUND DOOR) 't ATTACH DOOR FRAME CANT BEAD STEEL INSULATED IMPACT RATED PER LATEST OA PRODUCT _ N DUC ` OVERHEAD DOOR w/ WOOD VENEER TREMCO 250 FLUID APPLIED DRYWALL SEE APPROVALS MEMBRANE INSTALL PER LATEST PRODUCT WATERPROOFING MEMBRANE , ; ° WALL SECTIONS ` IMPACT RATED EXTERIOR ° WATERPROOFING In--rWINDOW A APPROVAL AROUND PERIMETER OF ALL : a ° DOOR (NOT FRENCH) PER ' BUCKS. MEMBRANE 1x6 P.T. NAILER 12" "NIMUM' LATEST NOA PRODUCT TRAFFIC COATING TO BE ,;- a - 12" MINIMWM WD. MOULD OVER 1x6 SMOOTH CEDAR TO EXTEND 12" MIN. FROM 1 APPROVAL USED ON BALCONY SURFACES ° ° BD. OVER 1x PT. FURRING HEADER, JAMBS AND SILL ON CASING - STONE OR BRICK BOTH SIDES,TYPICAL. TREMCO 250 FLUID APPLIED (SEE I.D. DWG's) THRESHOLD RECOMMENDED WATERPROOFING BE PROVIDED @THE COLD JOINT BETWEEN THE DECK & WATERPROOFING MEMBRANE 2x6 P.T. BUCK W/ 1/4" DIA. x THE SUB -FLOOR TO PREVENT WATER INTRUSION, AROUND PERIMETER OF ALL 1-3/4" EMBED. @ 12" O.C., 6" E.E. STUCCO RETURN RECOMMEND WATERPROOFING BE PROVIDED V BEYOND THE SLIDING GLASS DOOR WINDOW BUCKS. MEMBRANE PROVIDE 2-1/4" MASONRY PERIMETER SEALANT TOWARD THE INTERIOR; 1" ON THE DECK OUT FROM THE RETURN; 2" OUT TO EXTEND 12" MIN. FROM STONE SURROUND & GE DISTANCE ED STUCCO w/ TREMCO 250 FLUID APPLIED AWAY FROM THE EXTERIOR FACE OF THE WALL; & SIX TO EIGHT INCHES UP THEEXTERIOR STUCCO w/ HEADER, JAMBS AND SILL ON RETURN, SEE SMOOTH FINISH WATERPROOFING MEMBRANE FACE OF THE WALL SMOOTH FINISH BOTH SIDES,TYPICAL. ELEVATIONS i IMPACT RATED FRENCH AROUND PERIMETER OF ALL RECOMMENDED 3/4" X 3/4" SILICONE CANT PRIMER. IF REQUIRED CANT BEAD TO BE PROVIDED CORNER BEAD DOOR INSTALL PER PRODUCT APPROVAL FILLED CELL OR WINDOW BUCKS. MEMBRANE POURED COL., SEE TO EXTEND 12" MIN. FROM AFTER STUCCO @THE JUNCTION OF THE CONCRETE SLAB &THE EXTERIOR FACE. CANT BEAD FILLED CELL OR STRUCT. HEADER, JAMBS AND SILL ON TO TIE INTO THE SLIDING GLASS DOOR PERIMETER SEALANT. POURED COL. AT STONE SURROUND BOTH SIDES,TYPICAL. CMU WALL, SEE IF APPLICABLE, SEE ELEVATIONS STRUCT. 3/4"=1'0" "CAULK AS REQUIRED 1 1/2"=1'0" *CAULK AS REQUIRED 1 1/2"=1'0" *CAULK AS REQUIRED 1 1/2"=1'0" Mn/ASTC=G3pG OOI OG�JC o AL OOM�7 ��' OdC=O3NEAD C ARG° E DOOR R JA o DD C=4G^ L 12 TYPOCAL Wf OMW HE&DD DD E4AOd s 7MC&L C=KTC=RO H OMTSCMi M DOOR R JaH o DD EMUL 4 1. ALL WINDOWS & EXTERIOR DOORS SHALL BE DESIGNED & INSTALLED TO WITHSTAND 2x6 P.T. BUCK W! 1l4" DIA. x PRECAST LINTEL OR 140 MPH WIND LOADS AS WOOD CASING 1-3/4" EMBED. @ 12" O.C., 6" E.E. POURED BEAM REQUIRED BY FLORIDA BUILDING CODE 2010 AND ALL APPLICABLE CODES. TILE OR EPDXY FLOOR (SEE I.D. DWG's) PROVIDE 2-1/4" MASONRY STUCCO w/ (SEE STRUCTURAL DWG's) 2. GENERAL CONTRACTOR TO VERIFY MASONRY OPENINGS REQUIRED WITH WINDOW & MOULD & lX6 SMOOTH CEDAR BD. (SEE I.D. DWG's) 1x6 P.T. NAILER EDGE DISTANCE SMOOTH FINISH DOOR SPECIFICATIONS. DRYWALL SEE JAMB EXTENSION AS NEEDED 3. ALL EXTERIOR WINDOW & DOOR GLAZING TO BE TINTED TO REDUCE SOLAR HEAT CAST STONE WALL SECTIONS INTERIOR SILL, SEE BY INTERIOR GAIN. SURROUND, BEYOND OR OWNER TREMCO 250 FLUID APPLIED DRYWALL SEE 4. ALL WINDOWS & EXTERIOR DOORS TO HAVE A SOLAR HEAT GAIN COEFFICIENT (SHGC) STUCCO RETRUN IMPACT RATED WINDOW : `p INSTALL PER PRODUCT WATERPROOFING MEMBRANE WALL SECTIONS AROUND PERIMETER OF ALL AS INDICATED IN SLOPE ---- APPROVAL WINDOW BUCKS. MEMBRANE N ' ° �^ 1x6 P.T. NAILER THE ENERGY CALCULATIONS. DRIVEWAY PAVERS E ° TO EXTEND 12" MIN. FROM 5. G.C. SHALL SUBMIT ALL REQUIRED ENGINEERED SHOP DRAWINGS AND DOCUMENTED (VERIFY w/ OWNER) SL PE 12 NANIMUM HEADER, JAMBS AND SILL ON WOOD CASING (SEE I.D. DWG's) WINDOW AND DOOR EXTERIOR STONE SILL BOTH SIDES,TYPICAL. TESTING SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE ARCHITECT. STONE SURROUND & JAMB EXTENSION AS NEEDED • 6. SEE FLOOR PLANS FOR WINDOW &DOOR LOCATIONS. p° ° ° ° •' , ' RETURN, SEE 2x6 P.T. BUCK W/ 1l4" DIA. x ° ELEVATIONS STONE SURROUND & 1-3/4" EMBED. @ 12" O.C., 6" E.E. 7. ALL WINDOWS & DOORS SHALL BE MANUFACTURED TO PROVIDE ALL JOINING INDICATES CONCRETE SLAB RETURN, SEE PROVIDE 2-1/4" MASONRY MATERIALS AND NECESSARY (SEE STRUCTURAL DWG's) STUCCO TREMCO 250 FLUID APPLIED EDGE DISTANCE ELEVATIONS INSTALLATION ACCESSORIES AS REQUIRED PER WINDOW OR DOOR DESIGN TO MEET SMOOTH FINISH WATERPROOFING MEMBRANE FINISH CODE FOR LOADS. STEEL INSULATED IMPACT AROUND PERIMETER OF ALL IMPACT RATED FRENCH S. SEE BUILDING ELEVATIONS, DOOR &WINDOW SCHEDULES FOR HEAD HEIGHTS, RATED OVERHEAD DOOR w/ FILLED CELL OR WINDOW BUCKS, MEMBRANE POURED COL., SEE TO EXTEND 12" MIN. FROM DOOR INSTALL PER PRODUCT APPROVAL MUNTIN BARS, AND OVERALL WOOD VENEER INSTALL PER LATEST PRODUCT APPROVAL STRUCT. HEADER, JAMBS AND SILL ON CONFIGURATION. BOTH SIDES,TYPICAL WEATHERSTRIPPING 9. SHOWER WINDOWS TO HAVE WINDOW TREATMENT FOR PRIVACY. (TYP. ALL AROUND DOOR) 1 1/2"=110" *CAULK AS REQUIRED 1 1/2"=1'0" *CAULK AS REQUIRED 1 1/2"=1'0" GEC u G°3 Mn/�f�DOO m _A DD OOO R C CEO HEAD G OO 7ES la OO ML G° NE&DD C�AG�3 OE DD OO OO R THRESHOLD ESHOo IUD DC?AG L� �51 7UPODAd' YOHDD ONv/n JQM o OC�7AOO= 7 �i MC�AO= FRENCH DD OO OR HEID DEMUL �3 '? WOOD CASING 2x6 P.T. BUCK W/ 1/4" DIA. x SLIDING GLASS STONE OR STUCCO (SEE I.D. DWG's) 1-3/4" EMBED. @ 12" O.C., 6" E.E. ALUMINUM BI-PARTING DOOR SILL RISER EXTENSION JAMB IMPACT RATED FRENCH PROVIDE 2-1/4" MASONRY NAILER 1x6 P.T. EDGE DISTANCE SLIDING GLASS DOOR (SEE MFG. SPEC's) METAL STUD PARTITION w/ DOOR INSTALL PER PRODUCT APPROVAL DRYWALL SEE (SEA DOOR SCHEDULE) *ADJUST FINISH FLOOR AS o- GYPSUM WALLBOARD WALL SECTIONS JAMB EXTENSION AS NEEDED NECESSARY TO FINISH OUT FLUSH ATTACHMENT PER wl SLIDING GLASS DOOR SILL (SEE WALL TYPES) 2x6 P.T. BUCK W/ 1/4" DIA. IMPACT RATED FRENCH MFG. SPEC's RISER BLOCKING AS REQ'D 0 CAST STONE SILL, x 1-3/4" EMBED. @ 12" O.C., - DOOR INSTALL PER SHIMS AS SEE PROFILES 6" E.E. a PRODUCT APPROVAL EXTERIOR LANAI PROVIDE PROVIDE 2-1/4" MASONRY FLOOR FINISH CONCRETE FLOOR SLAB REQUIRED EDGE DISTANCE a° WOOD CASING - 12" NANIMUM° (SEE I.D. DWG's) PRE -HUNG WOOD DOOR TREMCO 250 FLUID APPLIED ,' �t4" SILL & APRON WATERPROOFING MEMBRANE SEE I.D. DWG's ( ) STONE OR BRICK THRESHOLD ,r � FRAME AROUND PERIMETER OF ALL STONE SURROUND & iv < • WINDOW BUCKS. MEMBRANE z RETURN SEE :. ' DOOR STOP TO EXTEND 12" MIN. FROM :. ELEVATIONS a . HEADER, JAMBS AND SILL ON lx6 P.T. NAILER a a i WOOD DOOR BOTH SIDES,TYPICAL DRYWALL SEE WALL `, STUCCO w/ TREMCO 250 FLUID APPLIED (SEE FLOOR PLAN) � ° SECTIONS SMOOTH H WATERPROOFING MEMBRANE FINIS STUCCO w/ " ° a ° AROUND PERIMETER OF ALL 9 NOTES: SMOOTH FINISH FILLED CELL OR WINDOW BUCKS. MEMBRANE ' 1.VERIFY w/ OWNER IF SOUND POURED CONCRETE SILL POURED COL., SEE TO EXTEND 12" MIN, FROM CONCRETE FLOOR INSULATION WILL BE REQUIRED. (SEE STRUCTURAL DWG's) STRUCT. HEADER, JAMBS AND SILL ON SLAB 2. VERIFY HINGE SIDE w/ FLOOR PLAN. BOTH SIDES,TYPICAL. *CAULK AS REQUIRED 1 1/2"=1'0" *CAULK AS REQUIRED 1 1/2"=110" *CAULK AS REQUIRED 1 1/2"=110" *CAULK AS REQUIRED 1 1/2"=1'0" ° ° o o s `��7P• C�{4C�G30OG� �dODOG�JC DOOR 4aG3G�C�OLD DLS�QO� a �4 o ° ° ° o D D o DOOR o C�4LaOf� 5��7pOOQ[� 0�14[yG30OG3 DOOG3 O�C�LaD D 0 fIO ° o. D 7M AL nMIOG�]OO�nM VLL DC=�'LaOL C� o 6 ° ° DOOR o D AOO= ��(pOC�LaL G�G3CGJC�C� DOOG3 JLaGVnID DC=4 CMU WALL OVER PRECAST INDICATES SKIM COAT LINTEL OR POURED CONC. PLASTER w/ SMOOTH BEAM, SEE STRUCT. FINISH DOOR JAMB EXTENSION WOOD CASING STONE OR STUCCO 2x6 P.T. BUCK W/ 1/4" WOOD DOOR (SEE I.D. DWG's) EXTENSION JAMB TAPCONS WI WASHERS (SEE FLOOR PLAN) PROVIDE SHIMS AS REQUIRED FRENCH DOOR & STUCCO w/ 1-1/4" EMBED @ 8" O.C. MAX, ALUM. THRESHOLD, SMOOTH FINISH 2" FROM CORNER WOOD CASING METAL STUD PARTITION w/ INSTALL PER (SEE I.D. DWG's) GYPSUM WALLBOARD TREMCO 250 FLUID APPLIED PRODUCT APPROVAL r- STONE SURROUND IF PRE -HUNG WOOD DOOR FRAME (SEE WALL TYPES) WATERPROOFING MEMBRANE AROUND PERIMETER OF ALL 1x4 P.T. BUCKWIYa" APPLICABLE z DOOR STOP WINDOW BUCKS. MEMBRANE TAPCONS 1Y2"EMBED • ;' ATHERSTRIPPING DOOR STOP BEYOND TO EXTEND 12" MIN. FROM @ 12" O.C., 2"MAX N * P. ALL AROUND O HEADER, JAMBS AND FROM CORNERS. SILL ON DOOR) FINISHROOM FLOOR VARIES BY BOTH SIDES,TYPICAL. r, ` s (VERIFY SPEC's w/ OWNER) FINISHED Q CORNER BEAD STONE OR BRICK PAVERS, (SEE LD. D STANDARD 2" TRACK, CONCRETE FLOOR SLAB RISERS & THRESHOLD (TYP.) �) DRIP KERF IN TORSION SPRING (SEE FOUNDATION PLAN) BLOCKING AS REQ'D STUCCO RETURNOPERATED H. GARAGE DOOR. PRE -HUNG WOOD %"RECESS CONCRETE WD. MOULD OVER DOOR FRAME SLAB TYP. 1X6 SMOOTH STEEL INSULATED IMPACT WOOD DOOR w g °4, ° .° CEDAR BD. OVER RATED OVERHEAD DOOR w/ NOTES: NOTES: (SEE DOOR SCHEDULE) RECESS @ DOOR a o' 1X PT. FURRING WOOD VENEER INSTALL PER z, 4° a ., THRESHOLD LATEST PRODUCT APPROVAL 1.VERIFY w/ OWNER IF SOUND 1.VERIFY w/ OWNER IF BOUND TREMCO 250 FLUID APPLIED WATERPROOFING INSULATION WILL BE REQUIRED. INSULATION WILL BE REQUIRED. MIIEMBRANE AROUND PERIMETER OF ALL WINDOW BUCKS. MEMBRANE TO EXTEND 12" 2. VERIFY HINGE SIDE w/ FLOOR PLAN. 2. VERIFY HINGE SIDE Wl FLOOR PLAN. MIN. FROM HEADER, JAMBS AND SILL ON BOTH SIDES,TYPICAL. *CAULK AS REQUIRED 1 1/2"=1'0" *CAULK AS REQUIRED 1 1/2"=1'O" *CAULK AS REQUIRED 1 1/2"=1'0" MOAO= OM79MR DOOR JAMB DETAO0= g *CAULK AS REQUIRED 1 1/2"=1'0" 5Mp0CAO= FRENCH DOOR SADDLE DE7,M OI 7MCAL OVERHEAD OARME DOOR R aC=M D 4QOd 7MCAL MTC=ROOG°3 DOOR OO R THRESHOLD CAD 027aG L Al d• 20 ga. METAL FRAMING @ 16" ,' 16' MAX. _1 O.C. MAX. OR AMRSTRONG DRYWALL GRID SYSTEM w (SUSPENDED FROM METAL PIPE STRUCTURE 4' O.C. MAX.) OR CONDUIT SOUND INSULATION m IF REQUIRED (VERIFY w/ OWNER) m W1 W1S 1,2,3 OR 4 HOUR FIRE RATED FILL GAP COMPLETELY AROUND CONCRETE FLOOR SLAB PIPE WITH CP-25 S/L CAULK 5/8" DRYWALL EA. SIDE **SEE NOTE** W �t (SEE NOTES 3 - 5) PROVIDE LEVEL 5 FINISH ON ALL EXPOSED U o INTERIOR PAINTED DRYWALL SURFACES LU z METAL FRAMING (25ga) @ 16" O.C. Lu a MAX. U- J w SOUND INSULATION, ULATION IF REQUIRED CP-25 CAULK NOTE: DAMMING MATERIAL (FIBERGLASS O z (VERIFY w/ OWNER) u INSULATION, BACKER ROD OR MINERAL W USE CP-25 SIL SELF -LEVELING CAULK ON r J WOOL) ENOUGH TO SUPPORT WEIGHT OF01 w a HORIZONTAL SURFACES WHEN FILLING METAL SILL CHANNEL OVER PLATE ) _ GAPS FROM ABOVE THE PENETRATION. CP-25 S/L CAULK. W L) ILL USE CP-25 NIS NO -SAG CAULK ON VERTICAL cki W o SURFACES AND ON HORIZONTAL SURFACES 1-HOUR RATED -5/8" GYP BD. TYPE'X' OR CEMENT BOARD (SEE PLAN) WHEN FILLING GAPS FROM BELOW. SECTION VIEW W2 ASSEMBLY METAL FRAMING (25ga) @ 16" O.C. MAX. 5/8" GYP. BD. FASTENED 6" O **see note** -MIN. R-11 BATT INSULATION O.C.@ PERIMETER & 8" O.C. -5/8" GYP BD. TYPE'X' OR CEMENT BOARD (SEE PLAN) BALANCE NOTE: N 1, 2, 3 OR 4 HOUR RATED **USE WATER RESISTENT GREEN BD. FOR ALL PAINTED, NON -TILED WALLS NOT IN CONCRETE BLOCK WALL DIRECT CONTACT w/ WATER SUCH AS BATHROOMS & KITCHENS, OR CEMENT BACKER FOR SOLID CONCRETE WALL (SEE NOTE 1) BD. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATER, SUCH AS NOTEs:. SHOWERS &TUB SURROUNDS** DAMMING 1, FOR SOLID CONCRETE WALLS, CENTER CP-25 NIS CAULK 1 1 /2"=V-0" 1 1/2"=1'-0" MATERIAL METAL PIPE WITHIN WALL WITH DAMMING MATERIAL ON ONE SIDE. OR CONDUIT 2, RECOMMENDATIONS BASED ON PRODUCT PERFORMANCE 007 T VMmiQS MEnH PQnTMOH WQSS / PER TME-9) FIRE ESTAND UL a SIONFRES49 S 1 . � v 3. WET INSTALLED DEPTH OF CP-25 CAULKS DEPENDS ON TYPE AND SIZE OF PIPE: AND DESIRED FIRE RATING. EXTERIOR CP-25N/S CAULK WET DEPTH PIPE SIZE MAX FIRE RATING 5/8" STUCCO FINISH r BOTH SIDES OF WALL 112^ (13mm) T (203mm) MAX 1 -2 HOURS (SEE NOTES) z5mm) 8"(2o3mm) 3-aHouRs (VERIFY FINISH & COLOR) CMU OR CAST IN INTERIOR ' PLACE WALL a 4 4. UP T040% SHRINKAGE. OF CP.25 NIS OR S/L CAULK IS METAL JOIST TRACK SECTION VIEW ACCEPTABLE AFTER INITIAL WET DEPTH INSTALLATION. 9 W9 5. MAXIMUM ANNULAR SPACE TO BE FILLED IS 2 112" (64MM). ® - CONCRETE a INTERIOR FASTENERESAS ° SIDE REQUIRED ° FIRE RATED GYPSUM WALL BOARD 'Z' METAL FURRING, 3/4" AIR GAP, r NUMBER OF LAYERS of EXTERIOR R4.1 MIN. WALL INSULATION, ON FIRE RATED GYPSUM ON a EACH SIDE OF STUD WALL HOURLY RATING Q - ® SIDE 5/8" DRYWALL, LEVEL 5 FINISH s 1---------1 - (SEE TYPICAL WALL SECTIONS) 2-_._---_- 2 c CMU WALL OR CAST IN ® PLACE CONCRETE WOOD OR STEEL STUD (SEE STRUCTURAL DWG's) If CLIP ANGLE, NO LESS THAN METAL METAL JOIST io WRAP PIPE WITH FS-195 WRAP/STRIP I"(25mm) WIDE. (SEE NOTE I) TO FILL GAP. FRICTION FIT JOIST DEPTH MINUS 1/2" (ATTACH CLIP INTO OPENING OR SECURE WRAP TO PIPE WITH 18 & 'TRACK TO CONCRETE w/ EXP. NOTE: GAUGE STEEL TIE WIRE AND SLIDE INTO OPENING **USE WATER RESISTENT GREEN BD. FOR ALL PAINTED, NON -TILED WALLS NOT IN FLUSH WITH EXTERIOR PANEL OFFIRE RATED .. ANCHOR BOLTS, OR TAPCONS): DIRECT CONTACT w/ WATER SUCH AS BATHROOMS &KITCHENS, USE CEMENT WALL BOARD. (SEE NOTE 2) BACKER BD. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATER, SUCH ° NOTE: AS SHOWERS & TUB SURROUNDS** § METAL PIPE OR PROVIDE SOLID BLOCKING & BRIDGING AS REQUIRED 1 1/2"=1'-0" FIBERGLASS INSULATED c METAL PIPE. s l� OCEOL�MC� 000 937 A 7AC�G�C NEH IP DCMdL 17 T�7p�C�G°QL L�{4EGi�0G�3 CItV]M WALL w3 3 SEALENTIREi EDGE mAND P.T. 1x3 FURRING NAILER 1 HR RATED ASSEMBLY INTERIOR 6 5/8" GYP BD. TYPE W OR / LAYER OF CP-25 NIS CAULK CEMENT BOARD (SEE PLAN) 21"A, A, ROOF TRUSSES OR CEILING FRAMING INTERIOR MIN. o o.. SECTION VIEW (SEE PLAN) W4 I z a ° PLACE CONCRETE T IN INTERIOR 21" NOTES: WEATHER STRIPPING a (SEE STRUCTURAL SPACE MIN. z 1. IF ANNULAR SPACE IS LESS THAN 1/2" (13mm), AND INSULATION THICKNESS ON AROUND OPENING DWG's) i PIPE IS 1" (25mm) OR LESS, USE ONE WRAP OF 1" (25mm) WIDE FS-195 AS SHOWN. 2" vl/(51 mm) WIDE WRAPS MUST BE USED IF EITHER OF THE FOLLOWING CONDITIONS INTERIOR ° e DR DRYWALL (USE MOLD RESISTANT EXISTS: A. ANNULAR SPACE EXCEEDS 1/2" (13mm) B. PIPE INSULATION THICKNESS SPACE DRYWALL ON ALL EXTERIOR PERIMETER WALLS) ON MIN. 7/8" FURRING CHANNELS @ IS GREATER THAN 1" (25mm) THIS DESIGN IS RECOMMENDED FO,R METAL PIPE AND � INSULATED METAL PIPE WITH 3" (76mm) OR LESS OF FIBERGLASS INSULATION. 16" O.C. MAX. WITH R 4.1 RIGID INSULATION I SPACE BETWEEN SURFACE OF PENETRANT AND WALLBOARD MUST ACCOMODATE ° (MINIMUM) @ONE SIDE OF WALL ONLY 2010 FLORIDA BUILDhLf CODE -RESIDENTIAL AT LEAST 1 WRAP OF FS-195 PER INCH (25mm) OF PIPE INSULATION. ANY REMAINING WOOD CASING w ANNULAR SPACE TO BE FILLED WITH ADDITIONAL FS-195 WRAPS UNTIL ANNULAR ° SPACE IS LESS THAN 1/4" (6mm). FILL REMAINING 1/4" (6mm) WITH CP-25 NIS CAULK. 1/2" MIN. 'CDX' PLYWOOD PANEL NOTE: PER SECTION P2705 INSTALLATION, ITEM #5: THE MINIMUM ANNULAR SPACE FOR THIS DESIGN IS 1/4" (6mm): THE MAXIMUM ANNULAR SPACE IS 3" (76mm). 1/2" MIN. TYPE'X' GYP: BD. SCREWED TO "THE CENTERLINE OF WATER CLOSETS OR BIDETS SHALL NOT BE PLYWOOD PANEL LESS THAN 15INCHES FROM ADJACENT WALLS OR PARTITIONS OR 2. INSTALL 3M FIRESTOP ON BOTH SIDES OF WALL. 2x4 SOUL: RABBETED JAMB NAILED TO BOTTOM NOTE: NOT LESS THAN 15 INCHES FROM THE CENTERLINE OF A BIDET TO THE OUTERMOST RIM OF AN ADJACENT WATER CLOSET. THERE 3. RECOMMENDATIONS BASED ON PRODUCT PERFORMANCE PER ASTM E-814 CHORD OF TRUSS w/ 10d NAILS @ 8" O.C. **USE WATER T GREEN BD. FOR ALL PAINTED, NON -TILED WALLS NOT IN DIRECT CONTACCTT wwl WATER SHALL BEAT LEAST 21 INCHES CLEAR IN FRONT OF THE WAITER (UL1479) TIME TEMPERATURE FIRE CURVE. UL CLASSIFICATION PER SYSTEM #147. / TER SUCH AS BATHROOMS &KITCHENS, OR CEMENT BACKER CLOSET, BIDET OR LAVATORY TO ANY WALL, FIXTURE OR DOOR. GYP. BD. CEILING BD. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATER, SUCH AS 3/8"=110" 1 1/2"=T-0" SHOWERS & TUB SURROUNDS** 1 1/2"=1'-0" �7pOC�G1L pLMGGn110AMC f � {I'I MGiG� C LC AQAMC�L 9� G�OGiC �S�Op G���C�o DC�S�A�L� 00 4�7pOC�AL G15 ��C� AC CESS DEML 6 TYPOOQL V4EG300H CHU WL%LL 04 WATERPROOFING MEMBRANE MUST 5/8" STUCCO CMU WALL OR CAST IN PLACE EXTEND MIN 3" BEYOND THRESHOLDS WALL (SEE STUCCO STOP CONCRETE AND ROUGH JAMBS FLOOR PLANS) SCREED (SEE STRUCTURAL DWG's) TAPCON EXTERIOR FINISH TEMP'D GLASS 1/2" DUROCK SEALANT I I C.M.U. WALL - (SEE ELEVATIONS) WALL INSULATION FORMED METAL Y REFER TO (SEE TYPICAL WALL SECTIONS) ENCLOSURE BOARD JBEAD DRAWINGS FOR 3# LEAD. FORM LEAD COUNTER -FLASHING FLAT LOCK SEAMED DETAILS. 1/8 MASTIC TO CONTOUR OF TO 3# LEAD. VERTICAL WALL PAN 3/4" AIR GAP ROOFING MATERIAL. FLASHING NAILED TO (SEE TYPICAL WALL SECTIONS) FINISH TILE WALL z RETURNITH 30°, 1'I 1-1/2", 25ga'Z' FURRING @ 16" O.C. OR MARBLE CAP g EXTEND ELASTOFLEX SAP UP WALL 5/8" STUCCO (SEE TYPICAL WALL SECTIQ SHOWER TILE BEHIND COUNTER- z_ FLASHING 8" MIN. g 5/8" GYP. BID FINISH sLOPETo sLOPEro DRAIN YE TOFT. SUBSTRATE DRAIN Y,°lFr, (SEE (SEE WALL TYPE &FLOOR PLANS) uIL, ..�.aY=•'� a; �,,.,,., `:.--�,,,,,;n<. FLOOR PLANS) EXTEND METAL STUD FRAMING ELASTOFLEX (SEE WALL TYPE &FLOOR PLANS) 8" C.M.U. WALL SAP UP WALL GYP. BD. FINISH Q. REFER TO BEHIND (SEE WALL TYPE & PEEL AND STICK DRAWINGS FOR COUNTER -FLASHING FLOOR PLANS) 3"MIN ° <e e ° a ° ELASTOFLEX SAP BY DETAILS MIN. 4". SOUND INSULATION 0 POLYGLASS. INSTALL (SEE WALL TYPE & FLOOR PLANS) 1/2" DUROCK NOTE: PER MANUF SPEC. BOARD FLANGED DRAIN FOR AND TO MEET ALL (2) 2X4 WATER TIGHT JOINT CODES. WITH FLOOR 1 1/2"=1'-0" 1 1/2"=1'-0" P.T. CURB 1 1/2"=1�_0„ 1 1/2"=1'-0° �6 �[�O�C G�3 DC GAOL In ROOF F A o U770HO CHU WALL g ROOF F A o U77 M(3 CHU SMALL 5 37UDD MALL 70 C OMOREME WALL DEEM 7 �YTTT'�ITT REMIONS BY DATE PERMIT SETS ISSUED DWD 07.16.14 c c E 1 W U c � i H i U ` O I I i W n j7� O m 1 S U 3 5 C�V R2 f.�jF f O E r a L. s n,ssr rri�s z s e- j 131 " 136 T� SEP 2 0 W TYPICAL DETAILS � 1' z iu r 1n 0 ■ M im n Dim DROP 0 I &.45 ATTII ;t T;41GK cm "L 0 S AM &K CLARITY. in io M 31"WXiv, DPFTGW/3155TM. B05 SHORT WAY LONG WAYS DOUBLE PILE C (DPC) 405 EACH WAY cy,+�+ TOP Ei07. rn I SINGLE PILE CAP PILE NOTES AUGERCAST CONCRETE PILES PILES SHALL BE POURED TO PROPER ELEVATIONS ALLOWING A MINIMUM OF 1211 OF PILE STEEL TO PROJECT NTO CAPS AND GRADE BEAM. ALL PILE WORK SHALL BE DONE ACCORDANCE WIT14 "RECOMMENDATIONS FOR DES10,t MANUFACTURE, ,MID INSTALLATION OF CONCRETE PILES" NO. 10-30 IN ACI 543R-14(802 PILES SHALL HAVE THE SPECIFIED CARRYING CAPACITY. AUGERCAST CONCRETE PILES SHALL BE MADE WITH A CONCRETE MIX DESIGNED BY A RECOGNIZED TESTING LABORATORY TO ATTAIN A STRENGTH OF NWO PSI IN 28 DAYS. WITH A MINIMUM 6" SLUMP. FOLLOW ACI RECOMMENDATIONS FOR SALT ENVIRONMENT. GRADE BEAM SCHEDULE MARK fn W10. x HT. ELEVATION AT TOP OF G5 REINFORCING 03 HOOPS (TYPE T-U REMARKS TOP MID I BTM G51 20 x 24 4-0 FT. NAVD (4) % - (4) % ® 8" T.O. G52 20 x 20 4-0 FT. NAVD (4) 5 - (4) "5 s"I" T.O. GB3 20 x 18 4-0 FT. NAVD (4) % - (4)%j fill T.U. INDICATES 16" DIAMETER AUGERCAST PILE W/ A CAGE OF (b) +1 VERT. W/03 TIES • 12" O/C HULL DEPTH OF PILE. EST. LENGTH IS 28.5 TO 31 FT. BELOW EXSTYs GRADE. PILE CAPACITY SHALL BE 30 TONS ^I,_2115,_011 g,_III 91_III g _III g _I,I g,_III g _III g _GII �----- G61 GBI — GBI Gl3i GBI — — — CAI — — — — �I — — — — CAI — — — — GBI — 38_0" — — — �� — — — — CsBi 111_011 — C(A'IG..BLAE MR GARAGE B 5" DOOR Arlwx I 211 11 14 / per. � L �, J r I 3b' F k. cq g 4'.i" J 131_311 4 � V-2" 4'-10" b'-3" ? ' 9Pc 8PC n I I _ G81 — —05- _ J _GB1 — El II1_611 2141 51-1011 n pp SP�Ln 5E SLAB CONTINIES UNDER POOL TO EASTWARD WALL. �• 9 iv � 'R =81� I_ I 51_g11 2'-411 s Q e �` r � 41—®11 y T SE CONC. &M W/ 4" DEEP 8PC a Fr. TY MAX TH SIZE 25 9Q G53SPC r"—I II I 11 I '. '^9 LSPC�Ff �� l�t111-411 ;F-1 ,� 31 0„ � AX7 r---------- 11 a 11 I S L I �� L - - - - 4 51_211C. 51_1011 r J I POOL WALL 1! 4 uR INTQ STIPS- i I TAIR f _ m L-GGP8" SLA6 FOR �� 5n2 f_ {,�- - - - _ - r = CsB3— I I I I POOL ABOVE I POOL & POOL PILING j - POOL WALL W/ EDGE BY OT I Up ePc r I — — G62 sPC BY OTHERS r I �I —�_ mil �7 ;F-4�125 I L J L J — -- — 51_311 5'-il" I IT-0" 10'-211 _ 11 $LAB r — I I I a GB3— 1 191_611 I I L----------— �'�`r r —� I 5'-1011 I IIVOK � -- I I I I I I�I I GBI---- GBI---- CsBi----r'ai ----CBI L_--CxBI -------- 661 _ '11-Q11 ,11_g» 11_g11 g11 11-11V/1111 I 141_011 141_I11 2'-1111 1 ,'11_111 IY/ 31_611 Ib 1g11 j4 21_011 IR I 32" WX 12" DP FTG W/ 345 BTM. I II I II I II I II I II I II I II I II I II I II ERS I I I I I I I I I I I I I I I I I I I I I I I I I I I I ----L-i -CANT. GBI GROUND FLOOR TO FIRST FLOOR WALL FOV1r1JAHONP.Ll11r REINF. SHALL IBE '6 + 16" O/C. ill=1109 i 9 �I ml 11 PERMIT SET AGSn N MKINEFAM Robert E. Agsten , III P.E. 3000 Florida Boulevard Suite 206 Delay Beach, FL 33493 (561) 272- 5012 (561) 243- 6401 Ila PE 43203 ES a310 REVISIONS BY DATE W U z� WA zU I Oi 1 i I f 7 r1 � z 0 s 1 a C g5g 5 e d O ff yy VJ VE V z J Job No.1311136 „ AN ILI EL.- W-0T.O.B.. , i CI _ 05®12"O.C. TEMP. C7 1 ❑ rA L I L-I g5 B • 12" O.G. HOT. ... 611GONG ` SLAB 2'-4" , 11'-dPl" 131-4n 3 `1 QP akauj $ 5 y STL. COL. 0 W 19?X40 F N AHOVE N EL -11' 0" TAB IB-Ev k+� I®bF_0n ce'-0" v r EL.=10'-6° T.O$. I _ IS'-10" :y 2 v S5 W 16 K50 TOP a ;t SLAG Arq Cl H = I STL. CpLS. 2'-4" 8'-8" r5'- 12 -10 5 -0 I -6 ABOVEi -I0 {u F 5 4 EL =I0-4" TOB. 41 Gi Gl = 10" x 28" x I" PLr E10'-9" tOB.. 4 5� 3C I - / (8)" DIAM. X ggpy5.., CI6 STUDS • CI6. 12 TOP I0'-9" O 24'-4° 25'-10" W 16X50 TOP •- _ 0 r �'It .a, cn CI4 0 TB-1 0 L_I •t n V-5" S6 ❑ 5' 5A2 H 5112 IB-II 4'-I . 2'-0" 2'_10" Ii 5A2 9 �-II }n Fe " GONG. r SLA5 let_ Cl 10'-5" ; u�I 3'-10" -0 4'-9" TB.-2 TOP I0'-6" 5/12 TEMP- (ENTIRE SLAW 51125 9 11-0" 3 S6 -0" M IB-Ia 4• Im'-In FT T n 'n 1P_2n B'14 � s I'G9" U6 - 5/8" X 60" CRANK INTO STAIRS GROUND FLOOR TO FIRST FLOOR WALL WINF. SHALL 5E +16 • 16" O/C. MAN LEVEL SLAB PLAN ,a 4 PERMIT SET AGSTEN ENGIlVEEMG RIM Robert E. Agaten , III P.E. 3000 Flad& Ba111eva1d D*" Bwk FL 33493 (561) M 5012 (MI) 24& W15z P843M » 8W E � 5 S-2 9 0 ®Mrc 68'-2" EL.=11'-0" T.O.B. EL.=24'-9" t.O.5. tH-I 1 FL-1I re-1 g3,_011 41'-8Y h EL.=25'-0" T.O.B. EL.=24'-9" T.O.B. rB-I L� MR 11-3Y n OEM 11-011 61_011 ' I I I-- - I I �� I• - I v I I� I 1 .... .r , . r . 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WI& X 26 2I3-6 ' C4 co*4' ci W I6X50 TOP o 24'-9" DEL.=25'-0" F.F. M +n 61I CONIC. R e II 2'-4" _ µy N sLAB- T `-II. . R 12�_®11 2a 41_011 • �°llf(/" �: M ;'.. (/� p. n I. II'-b" •'? I n O a.," 6 cY — — mo }} 41_— EL. xv =24'_611 F.F. EL.=24'-6" FF. — —— _ --— I m BLOW ,e ---- .9 14 w XII®I _.w SL 2 ' EL.=25'-0" T.O.B. — — — w N in r r Ci 4 EL.=24'-9" T.O.B. b js i ---- e e I ,o „ ,z ,a ,a s UL l rH-I tOP 6 24'-9"- _ a II if IBX;fv RSAI E i O *a S5 "r "r /4 13 .: m Cl II C� 2 _ t IIg1 6� I O CI _ = G2 1111111 W 16X50 — ,>.,.. � CII 11 S O / 1. g_ _ _2B_9 3 s'' . iB-1 3B-I Ci S� 4'-811 5 _611 t 811 26,E + ? L-I •. 4 131 8Y W r EL.=24' 0 EL.=24' 8" 9" TAI3. t.O.B. rao — — ] ," = T.O.B. EL.=25'-�" a L — L _ _ _ _ PERMIT I — — - - mEL.=22'-0" T.O.B. °� b i•• _I F SET - 2B 9In , v-771 LF T T-I-T -FI-T1—I-T T-N FA]_ - - : GI i FIRST FLOOR TO SECOND FLOOR WALL REINF. SHALL BE "5 • 24" O/C. '4 AGSTEN ENGDOEMG m UPPER LEVEL SLAB PLAN Robert P.E. Delay Beady FL 3M (sei)rrl-sou (Mi)243-6401aa P843M M 1340 0r= �• EMM ma"M= M-Mm -Mm -_ �� ■ _ --_ --_ --_ •db Emm, I r ' O � r/J 0 •� r l a V z m� MMMIN Jab No.1811136 FE 4=5 18B1M C3 PERMIT SET WIND PRESSURES (am EWA% ft.") HAW A © -51/63 c -66 / 451 © -55 / 451 E -60 / 441 F❑ -57 / .41 i -55 / .45 VI -50 / +46 SECOND FLOOR TO ROOF WALL REINF. SHALL 5E 45 a 40" O/C. ROOF PLAN w REVMNS BY DATE FMrc US" --- ---- i W V � A A O V pp a 7 z Ln `, % W O I� Yid H M I l a� @lam F l `J; IT V J y r 'al V46, x 9 MEN .`,=I l Job No.1311136 Y- FE 4= EB SM 10- 3/4 DIAM. X b" WELDED NELSON STUDS. CIE BEAM ELEV. _ A Q •; t�i + USE 8'x8'x1+12" E W (4) STUDS FOR b oxb "xt " L CONNECTION OR C6x13 044Vi FL (SEE 015-2) L 3"x3"x6" �x 12" LONG m 1/2" GAP (MAX) En n F u a } V Y 3 ^ tr. s Fr , yt # Y . .r i.. 1. ^ .ra' '.ai• ` aA ken'..., x ..: A e -.ry r.. 1 a < -'_ .0 � . � ., i.. '+4.•, ✓:5 1aa .. k^ u � GENERAL rxENE Nl/T �& � q '. .a't& �' .•' ... i � ,.� � . .. ,. "Ft .,. .i �. A z } z::: — � ' L CONSTRUCTION SHALL FOLLOW TLORIDA BUILDING CODE 2010" AND "AWE T-loll LOCALLY DROP : j" '- SR9IJLATEP CEDAR a 1 �. ALL APPLICABLE AhENDMENTB AS ADOPTED BY 4 ' - ROOF TILE PER MANUF. SPECS. ` TIE MIEAM 12" $Y 24" LG.AND e , ST.. LUCIE =NTY. AFF TES 2. BUILDER SHALL CO-ORDINATE ALL THE WORK OF ALL TRADES. 42�1 FT NAVD 3. BUILDER SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT JOBSITE PRIOR TO STARTING ANY WORK AND NOTIFY ENGINEER IN WRITING IMMEDIATELY OR THE BUILDER SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS. DO NOT SCALE DRAWINGS. TBI 4. SUBMIT MINIMUM THREE (3) COPIES OF SHOP DRAWING AS REQUIRED. ALOW ONE WEEK FROM DATE OF RECEIPT FOR REVIEW. STEEL BEAM WEB , 5. BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR STEEL 15EA:� NON-STRUCTURAL MEMEERS DURING CONSTRUCTION. 6. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA MIN WERE SPLICED AND SHALL BE WIRED TOGETHER PROVIDE GB CORNER BARS SAME SIZE 16"x12"04" EMBEDDED STEEL PLATE AS HORIZ BEAM REUFORCING AT OUTSIDE FACE. LAP 48 BAR PIA w/ 10-3/4"4 xb"LONG HEADED STUDS. MIN T. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORMP TO THE TIMBER PLATE DESIGNED FOR MAX. SHEAR CONSTRUCTION MANUAL" AS FU13LISHEP BY THE AMERICAN INSTITUTE OF —L�- — TIMBER CONSTRUCTION LUMBER SHALL BE SYP NO2 OR BETTER SECTION A -A 8. STRUCTURAL STEEL SHALL CONFORM TO THE RISC 'SPECIFICATION FOR THE FOR FOR ALL STEEL BEAM TO CONCRETE MEMBER CONN'S. OSTEEL SEAM/GONG. CONNECTION SCALE: N.T.S. COLUMN TYP I/4 DESIGN FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILpPKs8" LATEST EDITION MATERIALS 814ALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES, ANCHOR BOLTS - A 50 MACHINE BOLTS - A 325 TUBULAR - A500- GRADE B (46 KSV STEEL SHALL BE HOT DIPPED GALVANIZED. O 9. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STEEL BEAM / STEEL BEAM CONNECTION "STRUCTURAL- WELDING CODE". ELECTRODES FOR FIELD AND SHOP WELDS NTS SHALL BE A.WS. A5.1 ETOXX. 10. TRUSS MANUFACTURER SHALL SUBMIT FOUR (4) COPIES OF SHOP STEEL COLUMN ABOVE SYSTEM BTYF0T _ RS DRAWING8 AND ENGIN ERING CALCULATIONS, S&GWD AND SEALED BY A FLORIDA REGISTERED ENGINEER OF THEIR ROOF TRUSS DESIGN FOR APPROVAL FOR REVIEW PRIOR TO FABRICATION �TE IL ENGINEER ACCEPTS NO RESPONSIBILITY FOR GRADE BEAMS, SLABS, FOOTINGS, \ 24 STEEL BEAM MAY CONTINUE 1 °Xi"X I!2" 12 (TYP) '-9" AFF $ AND OTHER STRUCTURAL ELEMENTS UNTIL REVIEW OF APPROVED CONCRETE ROOF AND 4 PAST STEEL COLUMN TO NEXT 31. ib NAVD FLOOR SHOP DRAWING SIGNED AND SEALED BY A FLORID A R CsISTEREp ENGINEER 3 SUPPORT OR MAY CANTILEVER 12. CONCRETE SHALL CONFORM TO ASTM C94 AND SHALL HAVE 4000 PSI T e' COMPRESSIVE STRENGTH IN 28 DAYS. EXCEPTION: PILES ARE WOO PSI. \ Y I ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318 AND PLATE W/ 2-5/8" PIA ACI 301. ALL CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE A ' ANCHORS. (2) 5/16" PL STIFFNkRS a 1151 WITH ACI 530. flIn - 15oo pet s I FABRICATE AS SHOWN STEEL COLUMNS 7 ING n n n I 13. MINR um CONCRETE COVER OVER REINFORCSHALL SE: 3 Y 1%i X l 1/2 X 5/8 SLABS ON VAPOR BARRIER - 3/4" BEAMS AND COLUMNS - 1 1/2" TYP b" FORMED CONCRETE BELOW GRADE - 2" i UNFORMED CONCRETE BELOW GRADE - 3" a FILLET WELDS 10"xl0"x 34" GAP IP (TYP) 14. REINFORCING STEEL: GRADE 60 IFY.b®moo®) ABTM A615. ALL AROUND STEEL BEAM B. PLACING DRAWING ON BAR LISTS SHALL CONFORM TO ACI'S 'MANUAL OF " OTYP. STEEL COLUMN CAP FOR CONC. BEAMNTS V " STEEL COLUMN STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION TYP AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS 1., w NOTED OTHERWISE. 16. DETAIL OF CONCRETE REST SHALL BE IN ACCORDANCE WITH "tHE O ELEV. AT STEEL BEAM MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBLISHED PU LLHE I D BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NTS It ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL LOADS DURING CONSTRICTION. IS . ALL CONCRETE SHALL HAYE SUPERPLASTICIZER ADDED FOR INCREASED WORKABILITY AND PREVENTION OF REINFORCING STEEL CORROSION EXCEPTION: 5" NON REINFORCED GARAGE SLAB. *[CAL CONC. MILK. WALL 13 NOTE TO STEEL DETAILERiFABRIGATOR HOOP 812E ON GRADE BEAMS SHALL BE :H• OR "A" FOR WOOD- SEE SCH. CALCULATED AS FOLLOWS: IH}" COVER AT TOP PLUS 3' COVER AT °ICAL ROOF CONSTRUCTION 50F STEEL CCJLU R 0 CONCRETE FLOOR BOTTOM (STEEL WILL REST ON PILE) . 4 IR'. 24`56- 4 112" - 19 IR" CAGE. ALL CAGES NOT, SYSTEM BY OTHERS SIZED ACCORDINGLY FOR GB DEPTHS BY e/- 1" WILL BE REJECTED. CONTACT T1418 OFFICE'; 2xb LEDGER W/ 3/4" THREADED RODS TO DISCUSS. i "J" BOLTS") a 16" O.G. MAX W/ 2" WASHERS 3EDED 5" MIN. INTO GROUT FILLED MAS. A 2x10 LEDGER W/ 3/4" THREADED RODS 'v" OG. MAX W/ 2" WASHERS. eSGGER P OF CENTERLINE. TRUSS TO MAS. WALL/ STL. BM. HOLLOW MAS. NTS DETAIL NOT USED. USE FOR VARIOUS CONNECTIONS IF REQ'D. I: 011XIO"X 34" CAP E (TYP) TEEL COLUMN O ELEV. AT STEEL BEAM NTS UMTH 'All Z12. TOREINF. STL. SHALL BE WELDABLE PVIE GRADE 60 STEEL 14YOROGEN ELECTRI6. m1limm "A OR FIELD WELD USIN OF STL BM. P AIAMP TO an VERT. BAR NO. AND LBOTH AB REOV. FOR LAP AT CONC. COI_ 10'-5" AFF TB 4 1116 HAFT D TBI 5" THK. CONC. SLAMI (NON -REINFORCED) W/ 1 1/2" DEEP SAWCUTS • 5' O/C. (25 SQ. FT. MAX. PANEL SIZE). 2" WELD 3 L T�TH 5.04 FT NAVD ",i' GRADE SIDE VIEW WELDED REBAR TO STL. BEAM DETAIL- TYPICAL SCALE: N.T.S. -3-0 3-0BFF -GARAGE 4m FT NAVp GRADE BEAM- SEE GB SCHEDULE FOR SIZE AND REAFORCF]'ENT 16" DIAK AUSERCAST FILE NOTES AND DETAILS ASNOW T` FICAL WALL SECTION SCALE: N.T.S. A 7- I 3TRlJCnJRAL6 COLUMN W/ UNATTACHED INFILL MASONRY W41-LS BETWEEN DO Nor TIE WALLS TO COLUMNS/FOUNDATION OR FLOOR SUPPORT BEAMS I 5• NCN-REIN90RCED PLAIN CONCRETE BLAB ON GRADE W/ In DEEP BAWaJTS • 5' O/C EACH WAY (29 BQ FT. PANELS MAX) SEE PLANS STRUCTURAL BEAM TED To COLUMN '�— ABOVE PILES COLUMN ASV. PILE SUPPORTING BEAM ABOVE ROOF SHEATHING 5/16" WELD- MATCH NEW TOP FLANGE TO ORIGINAL TOP OF COLUMN EL.+35'—S" APP. AT WI4 X 68 ON UPPER LEVEL (T.O.<T:B.) Y CONG FLR BY OTHERS "I FT. NAVD BLAB I INSIDE HOUSE POW TOP CODE OF MASONRY WITH COME STIMICTIJIML BEAM ASV. 8• FRANGIBLE MASONRY WALL PANELS INFILL BETWEEN 8" CONCRETE COLA DO NOT TIE WALLO TO COLIAMNSvF0MATIaN FLOOR SUPPORT BEAMS 5" N1GN-REINFOROM PLAIN COMGIRETE SLAB ON GRADE UV 1" DEEP SAWCU S a 5' O!C EACH W4Y (25 SQ FT. PANELS MAX) POUR FIRST WITH 0 V. 12 7p" x �— TE OLM TO Haw CONIC. FLR far OTHERS SEE PLANS 16 FL NAYD TOP OF INSIDE HOUSE 177i F7: . ,. STRUCTURAL BEAM "I FT. NAVD- BOTTOM OF TD '^•. • ., � . w ,. STRUCTURAL MEMBERSVERT . ffi • O/C .. 5• NON-RSW.0 CED PLAIN CONCETE ALLY OU N FULLY GROUTED SLAB ONURADE IW-I" DEEP SAWGUTB • . . 5' O/C EACH WAY (25.SQ. FT. PANELS MAX) -� DO NOT TIE TO GB OR BTR BM ASV. R S K ' 594 OR 'IAI NAVD` FT. EXISTING GRADE VARIES SLAB. I " <t•� +_ 4i b 40 fT.. NAVD : . TOP tlD / . vx r t rby PILE INTO am YY ALL STEEL' SPLIC.W OR COW. r t PII�TNAdJdDP '! { 'IF .i. LE WALL SECTION rf TIE BEAM NTs.._ y 3 .r✓ ... .... LANDIN3 yq�4rC BMM All 4 LAWIM '•MKT 01T"R `£fi .. y a- CpGLAMVARIER V' �,{ j A �. ; 1 '/ -�. k`,�''i$•n.... .r CFI ,,;as' _. 3/8" M STIFFNERS EACH SIDE "� ` No" alm COLUMN 8" ASV. TIE BEAM I1211X1411LONG X7 WIDE PLATE W/ (6) 11211 DIA. NELSON STUDS INTO EXTENDED COLUMN. (WELD BEAM TO PLATE) TAPERED STEEL BEAM DETAIL 5/16" STIFFNERS EACH SIDE EL. =24'-9" WELD WELD WI2 X 40--� X I II I k4 STEEL r a � STAIR "ae INTO LANDM6 � As'v 71 VIi Ryc 31• LAP— CTTP. 1�- z „ > EL 40 FT. NAVO 41 .r � g�' n � > }, 4 8" CMU WALL •�,� N , + 3J'>�3A LAp EL. =24' 9$ WI6X6i STEEL BEAM BEAM I W 10 X 30 STEEL BEAM WI0X30 STEEL 5/I6" 5/1611 BEAM STIFFNERS I STIFFNERS I PROVIDES FOR FIREPLACE FLUE. VERIFY OPENING. STEEL BEAMS AT FIREPLACE 6" CAST IN PLACE SLAB EL. =10'-811 a d • N. DECK/ STL. BM SECTION 3" DECK a r NTS 0 COLUMN SCHEDULE MARK SIZE WINK TIES REMARKS C-1 9"xl2" CONC. COL. 4 % VERT. 3 TIES • a° O/C C-2 8"xUi" CONIC. COL. 6 % VERT. 3 TIES a 8° O/C C-3 8444" CONIC COI.. a % VERT. 3 TIES • 8" O/C C-4 9"x20" CONC. COL. b % VERT. 103 TIES • 8" O/C _ C-5 lb"xib" CONC. COL. 8 % VERT. 3 TIES • ON O/C C-6 I0"xi0" CONIC. COL. 4 % VERT. +3 TIES a 10" O/C C-1 VXM" CCNC COL. 8 % VERT. 03 TIES • ON O/C C-8 TS 4x4x5/I6 - 46 Kell VANI D COLIpMN PLATEa 3 A��FIp�. SEE FIOTE9 1, C-9 a"x IRREM CONC. COL. T 5 VERT. 3 TIES • 8" O� G-� T$. 3 I/!" X 3 I!t" X I/4" • 46 KSI GALVA IfNCh10RSSEEI'TEAS ISg, 3. C-11 24"X V CONIC. COL. 0 46 VERT. 63 TIES • I0" OIC C-12 12"x Ib" CCNC. COL. b 96 VERT. 3 TIES • 12" O/C C43 e"x 14" CONC. COL. 4 % VERT. 3 TIES • 9" O/C C-14 10"x 12" CONC. COL. 6 16 VERT. 3 TIES • ON O/C C-15 12"x 36" CONC. COL. 12 Ya VERT. 43 TIES a 10" O/C C-Ib 12"x 30" CONC COL. 12 96 VIERT. 1 3 TIES • ON O/C C-11 T8 5" x 5" X 5/I6" Fyin 46 KSI V�1C1 �gEE (NO Zr,,4I3. MOTE: L 8"x8"4p/8" STL. BASE PLATE W/ (4) 5/8" DIA °J" BOLTS 8" LCNG (6/2). 2. STEEL COLUMNS SHALL NAVE SOLID BOTTOM AND TOP PLATES. CONC FILLED STEEL COLUMNS ARE NOT REQUIRED. CUTOUT PLATES ARE NOT ACCEPTABLE. 3. TOP PLATES SHALL BE 1 1/2" x 1 V!" x 5/8" THICK UNO. 4. 12"x12"x3/4" STL. BASE PLATE W/ (4) 5/8" DIA "J" BOLTS 8" LONG (6122 [wI 0 VARIES- SEE MA45 EL. = II'-O" EL.-10'-gll »ARC TIE BEAM SCHEDULE MARK SIZE (W x N) ELEV. I (AFF) REINFORCING 3 STIRRUPS / HOOPS REMARKS TOP MID BOTT TBI 8'k12" VAIIPJES 2 9 2 5 NONE REQ'D. TYP. TIE BEAM T52 12'kl2" VARIES 3 5 - 305 NONE REQV. I 61144" 10'4" 2 5 2 5 2 ►i ST. • b" T.C. I15-2 12"x24" I'-& 345 2 5 307 HOOPS • 9° T.O. 0-3 8"x240 10'-9" 245 215 2 07 ST. • 9" T.C. 18-4 12"xis" '-b° 345 2 5 3 % HOOPS • b" T.O. 8"As" W-6" 2 5 2 5 2 A8 aST. a4•EE SAL • 6• To. 15-6 a"xib" 10'-9" 2 5 - 2 07 ST. • b" T.C. 0-1 12"xiS• 10'-b" 2 9 345 ST. • 6" T.O. 8"xw, I0'-6" 2 5 - 2 16 I NONE REQ'D 15-9 aux II lo.-bll 2 % 405 2 17 PS HOO• 4" TA. BEAM SPACING 14'-4" I0 8'xl2" III'-0" 2 5 - 268 NOW MOD IB-II 12"x21" 1 I0'-9" 3 % - 3 % HOOPS • 8" TA. 15-12 12"WON '- " 3 % - 3 MI6 HOOPS • 1" T.O. I0-13 I0•xla" I0'-b° 3 % - 3 % HOOPS • 1" T.O. 0-14 I0°xi6" l0'-b" 345 - 345 HOOPS a 1" T.O. 25-1 12"x24° 24'-b" 3 % 2 5 368 HOOPS • 00 T.O. 28-2 12"x49" 24'-9" 3 % 615 3 % HOOPS • 12" TA. DARs • V4 POINTS 25-3 " 2 '-0° 3 96 215 3 96 HOOPS • 12" TA. _np 2B-4 8"x5 " 25'-0" 2 i 643 268 at • 8" TA. MI 0 114 POINLS 25-5 12"x42" 24'-b" 2 b 5 3 07 ST. • 12" T.O. JRS • V4 POINTS PA 25-6 "Wpn 251- " 2 Ya - 2 "6 ST. • 6" T.O. -tfP 25-1 I6"x49" 24'-9" 1 445 643 468 HOOPS • 12" T.O. MID 54RO s V4 POINTS 28-8 8"x49° 24'-9" 1 2 96 b 5 2 5 ST. • a" T.O. M 19AM f 114 POINTS 28-9 ffimk3on '-b° 2 $ 1 245 2 ^T ST. • 6" T.C. UPTUMED BEAM FOR YYAQ 213-I0 wx33° 24'-9° 2 % 4 5 209 ST. • IN T.O. MID 5ARS • 113 POINTS 25-II 9°xlb" 24'-9" 2 5 - 2 wI ST. • b" TO. R19-1 I0"xl9" 35'-0" 345 3 5 HOOPS • 8" TO. RIB-21 &"x22v 3 '- " 2 5 2 % ST. a 9" TA. R15-3 "xl6° 35'-0" 2 5 2 5 NONE REQ'D. 111115-4 8'x22" 35'-0" 2 % 2 5 HOOPS • 5" T.O. =P CWM COLu" R5-5 saxwv I 22,-Om 2 5 - 2 5 NOW REQV. RB-b 12"x16" 22'-0" 2 5 - 3 S NONE REOP, L-I aN x 8" I VARIES 15 8" PAMC40T CONC: LINTEL -2 1 12N " VARIES- IS 12" PRECAST CONC. LINTEL DE�'AILS SCHED RobertE° a A M P.F. , — -, 3000 ASN07ED Snits 206 Valmy Beach, FL 33493 F :p61) zrs wit (MI) 243. 6401 fix PE43205 1BRM SEE 4/55 FOR SLA5 STL. - -I "THROAT 1 1/211 STUDS 0 1211 O.C. 3" DECK A A e. / -Rn 6" X 6" X 3/81I ANGLE w/ (5) 1/2" VIA. X 5" STUDS STPPI R;=AM OET.AIL TO STAIR CONNECTION SIMPSON WT830 (GO OVER TOP OF PLATE DOUN SIDE, UNDERNEATH PLATE AND L TO TRUSS VERT. CHORDS) TYR AT EACH TRUSS. W 14 X 68 STEEL BEAM SIMPSON A35 CLIP EACH TRUSS W/ (5) W NAILS EACH FACE (1) EACH TRUSS 1/2" DIA. THRU BOLTS I4 1211 O.C. STAGGERED. BOTTOM PLATE TO TOP FLANGE SECURE W/ 2" WASHER EL. =36'-7�" EL. =3Ei4 EL= 35'-O" STEEL BEAM DETAIL TO TRUSS CONNECTION NT5 •)PF2/ 1 SPRI 2 9MW 3 fiVRL 1/4 1/4 1/4 1/4 L2 51 81 8i 82 82 EEO n>P T� bw an 3w 6°MINT sm &x 5w EtD ew um 3w Him OE SNPRS hCOM OR SIN SIM sp= nm SPAM EAOY AFFM nm 3 rpm FMCS AS SUNUM As SPERM BENDING DIAGRAM (W OW W PUM C01 AW MWS) TRAPS TRIPLER z-mAxx ccAATmG OARE t6MPeoN ANCEIORS) TRUSS ANCHOR SCHEDULE mimP6wN Em� CONVECTION NO. OF 10d IE LAi. GAP. (TO TPLSS LIFT REM'4RKS MAW TYPE 004TIF-CATION I I"ERPIN AYE4LL.C1. (193b) TO WOOD w- p. HTM a I a - .0_ .0. HbO b� WROP OVER TOP CROPO OSO'IP. A35 CLIP I 6 - 16110 ED& 6% Ibs. -0- b5. Sd NAILS, 6 PER FACE O CONC. IPOON FETAL20 I 14 4' 415 Ib� IWO bL SUO Ibe. W/ NAIL(S) OVER CHORD TO WOOD am. HTS2o -0- '0' b WRAiP ovER tOP CHORD bF O SM. A35 CLIP 10 9r. �10" 6ffi bw -0- Ibw Sd NAILS, 6 PER FACE O CONC. SIMPSON DETAL20• 1310 IM. 400 W( NAIL(S) OVER 04ORIP TO WOOD 821P. wmm E - -0- -0_ U2M W OVER TOP CFIOI®OP P. ASS CLIP - 610 b& 340 5 � 6m Ibe. SE b� -v- ba 2235 Or. ad NAILS, 6 PER FACE W( NAILM OVER ca ORDSO9P. O CON-. 11POON HHVA24• HGAMMTe 412- TIES aw 1005 Ibs. we b& am. SUPPLIES FASTENERS d COMECTION" x 5• MIN. ALLTYPE RODE AEJ7,SP REMARKS IDENTIFICATION INIG Gi TO ONIPSON I+OT 2 bo. SEE SPECS. FOR 2 MEMEER GT GT TO SIMPSON O on MGT 3 1 1Ob30 Ibm. SEE SPECS. FOR 3 MEMSIER GT OGT TO SIMPSON hmm on. HOT 4 1 9" SE? SPECS. FOR 4 t1EMSER GT GT TO W-FOON O Ill 1 64M be SEE SPECS. FOR 2 MEMEIER Gi 1 GT TO SMpSON O fWL Wpm I I I OM be. SEE SPECS. FOR 3 MEMGER GT TO 8RIPSOW FOLLOW GT TO WOD OPOST. OGi WP1 PwMT 1 2100 LDS SPECS. USE TRIM CO. UPLF78 O O OONC, . HCsQ1WICTA I 187E II». I M. SSO b�. SMP. SUPPLIES FASmam d MPSON DETAL.26 I b 4' 191 be. 2400 The WI HAIL(S) OVER CHORD O o 02e- SM. 1-110410 1 32% Ibe. ya / 26E be. roo FOLLOW SPECS. RANGER a ALL IrMOOE'ERAMbe WVO- ISE&IOM'A•AS TYMAL b INLS AIE IOdxlr'1.084 O tola RHMSIMMAREFVRR4CN@DO=SSW .. d Fasteeeef eY eMPeO(- eEE e2rsa erxa 9 TIES • 12" C 01 VERT. CONT. DARE CsRADE BEAM (REFER TO PILE LAYOUT) EMEND REINF9RCMENTS Is" INTO &NAPE BEAM TYPIGAL Ib" DIAM. AU6ER-GA5T GONGRETE PILE NT5 FRAMING NOTES THE TRUSS LAYOUT SHOWN ON 114I5 9frT 15 5GFEMATIG IN NATURENOWEVER, THE SUPPORTIN6 SUPERSTRUCTURE HAS BEEN DE516NED UNDER THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. THIS FRAMIN6 SCHEME (DIRECTION OF TRUSSES, MAJOR 6.T. EEARIN6 POINTS, ETC) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED GRANGES AND AUTHORIZE STRUCTURAL REVISIONS ACCORDINGLY. FINAL 516WD AND SEALED EN6INEERED TR55 DB16N MUST BE .SUBMITTED TO THIS OFFICE FOR REVIEW AS PER 6ENERAL NOTES. TRUSS DM16N AND BRAGIN6 OF ROOF SYSTEM 15 DB16NE D FOR BOTH P051TIVE AND NEGATIVE PRESSURE. THE 57RIJGTU2AL M16N OF BUILDI% HAS BEEN CALCULATED FOR ALL TRUSS LOADS. ALL LATERAL LOADS ARE PERPEPEDIGULAR TO PLATE TRUSS DE516TER5 MUST PROVIDE ALL TRUSS CONNECTIONS A5 PART OF THE DM16K PROVIDE 2x4 ELOGCIN6 OF ROOF SHEATHIN6 FOR A 15 FT PERIMETER AROUND ENTIRE ROOF. NAIL WITH Sd 6ALV. RING-%W#TD NAILS O 4' 0/G o JOINTS AND 6' O/G IN FIELD. NAIL PER AMERICAN PLYWOOD A55MIATION SPECIFICATIONS THROU6H 50, COX PLYWOOD. ALL SHEATHIN6 "' COX PLYWOOD. ALL SHFATHIN6 NAILING Sd RING-SHANKED NAILS a 4' 0/G JOINTS AND 6' O/G FIELD (PER ZONE 5). SEAM SCHEDULE NOTES L SCHEDULED HOOPS AND STIMPS %ALL BE PLACED AT EACH END (EEJ OF BEAM OR THROUGEIWT (TD) BEAM AS INDICATED ON BEAM SCHEDULE. STIRRJPS 04ALL BE TYPE 6-3 AND HOOPS SHALL BE TYPE T-I TYPICAL ORSI EAR SENDS UNLESS OTWMSE NOTED. 2. ALL BEAM (MARL 'B') TOP BARS SHALL BE CONTINUOUS UNLESS OT1 ERUISE NOTED 3. ALL TIE BEAMS (MARC'TB") REINFORCING SHALL ISE CONTN A THROUGH TE-BEAMS ONLT. 4. DROP BOTTOM OF TIE 5EM16 AS RiEGUIRED AT WINDOW 4 DOOR WADS (26' MAX) ADD 2-5 BOTTOM F DROP EXCEEDS W. 5. TIE BEAM SCHEDULE DEPTHS ARE MNIMIM AND MAY ISE INCREASED S' t0 FIT BLOCK WOW, 6. ALL ADDED LONGITUDINAL BEAM fEWORCING SHALL EXTEND 6' MNMIJM INTO SUPPORT UNLESS OT1 ERWOE NOTED. 1 REFER TO GENERAL NOTES FOR INFORMATION ON CONCRETE AND STEEL SPECFICATIONS. & CONE FOR cOLIJ"NB AND BEAM6 SHALL HAVE 40M PSI COMPRESSIVE STIMOTH AT AT 28 DAYS WITH SUPERPLAOTICIIER S ALL TIE BEAM SHALL HAVE (4) 43 TIES EACH WAY 612' EE • CORNERS. ADDITIONALLT, AT EAC1+ COINER ADD (2) 60' GORIER BARS (30 ' PW) • OUTSIDE FACE 1" IA50NIR�r WALL NOTES: I. WALL 5E5MENTS SHALL BE REINFORCED WITH 9 6A. 6ALVANIZED LATERAL REINFORCEMENT a 16" O/G HORIZONTAL. EXTEND REINFORGIN6 8" INTO POURED ELEMENTS AND AROUND ENCASED STEEL. 2. PLACE GELL5 ADJACENT TO ANY EXTERIOR WALL OPENING. W/ REINFORGIN6 AS GALLED FOR. 6ROUT CELL FULL HEI6HT. 3. PLACE CELLS AT ALL CORNERS. 4. ALL MA50NRY REINFORCED GELL5 SHALL BE FILLED WITH 3000 PSI 6ROUT MIX. DE51GN DATA - WINE) SPEED: 110 MPH ULTIMATE (3 SEC. GUST) WIND IMPORTANCE FACTOR 1.0, BLDG. CAT.: 11 WIND EXPOSURE: D INTERNAL PRESSURE COEFF: +/- 0.16 COMPONENTS AND CLADDING: SEE PLANS NOTES AND DETAILS No R Ef Im PE FE 4W ANEWL SE IR AGSTEN EN_GMFRWG Robert E. AgOm , III P.B. 3000 Florida Boulevard Ddmy Bea* FL 33M3 (561) 2772- SM (561) 243.- 6b1 as PE43205 EB8340� Simimiii7 , ,� 8 .7 _,_ I 5 4 3 �r INITIAL ISSUE JWLEI 07-21-14 u� MECHANICAL SHEET INDEX I �' , - =IIECHA[ CPIO�I'Mn"�`o N LEGEND z .e ARCH JWLE #? :�=r SHT NO SHTNO - - M101 01 HVAC NOTES & ` NO. DESCRIPTION '. 'l.° t 4y v_' ,:::'ki "-e, ..-` " AIR CONDITIONING SPECIFlCATION- ,:;, , ,e a , : ,+: ,. . , - - • M201 02 HVAC PLAN - E,, T,, ABBREV' IATIONS DUCT - , L„_ DRAWINGS ARE. DIAGRAMMATIC AND SHALL. NOT BE :SCALED FOR ,3}JE,. 4�'FztgGATION':0- UIPMENT, NI,G N('�7p�(,:,OR r:OTHER ITEMS. ! U C SYMBOLS M202 03 HVAC PLAN 2 , :... DRAWINGS DO NOT SHOW OW EVERY SH EV DETAIL CONSTRUCTION OR,9NS3v1 R $HE CONT .S, H: AN ALL :ITEMS M203 04 HVAC PLAN T tilw�, " ,, ,UN�,'A: .. M REQUIRED FOR A COMPLETE AND WORKING r ,rY . SYSTEM. __ fit,, , .,"- ..vr .,, , AFF ABOVE FINISHED FLOOR ALL -WORK SHALL 8E PERFORMED BY A LICENSED CONTRACTOR iN:A'FIRST''GA- .LI ,MAN} THE,C9iA1JEETED.SYSTEM SHALL BE OPERATIVE AND ACCEPTANCE BY .: Y ,wb ,.:.,i1- 4h4 x Y.v ENGINEER/ARCHITECT SHALL BE A CONDITION OF THE -SUB -CONTRACT.': r : _ ,, -' TEMPERATURE & HUMIDITY , 01, ,. , . b+uh c ra ° AHU AIR HANDLER UNIT ❑T z , ::` ,,,,,, « 3 - k.,., - CONTROL &SENSOR r 4. THE- PAY ;FOR ALL PERMITS, F€ESr INSPECTIONS, a ,,, ,,�.. .: „, E# 5. THE ONTRACTO `S HOR G 'C BOD BOTTOM OF DUCT C R LL T W HLY FAMILIARIZE HI SELF WITHAL , HA M L � AND`SHA V , TS RT LL ER1FY ALL CONDITIONS PRIOR"TO CONSTRUCTION. PLAN 6, ALL, INSTALLATION.SHALL-BE COORDINATED CONTRACTOR WITH OTHER TRADES TO��i ID IMPACTS. NORTH _: COD CENTER OF DUCT - ra , 7. , ALL `R , SQUIRED CQNSTRUCTION INSURANCE . ROTECTI N A AI ST PU A P 0 G N BLIC LLBILITY At$D=T? ERTY DAMAGE'FOR THE DURATION a.,,',., .a. 10 OF THE WORK SHALL BE PROVIDED BY THE 11 6D CONTRACTOR. q y , y ,, CU CONDENSING UNIT 1.„ w":i v,:bt,.. Y•"_x'4.+'°.. .,: e'bi,. rr, s -- x.. .. -._ $.., ALL°W KMANS IP AND o,,, qR R MATERIALS SHALL,QE " CC RDAp1GF=WTH APPU > . ,r . .,, , ) . r TIONAt ff ANfl LOCAt`CADES RUDE&, PND:`ORDFNANCES. o •< 9 ALL,JljERIALSYSHALLBE NEW AND 5HAEL B r41, : TG��{ s*,1AB „ ., ' -llt"f, _. ::, ON DOWN b ., : - %iAfk'Y„q„J i6 .•1 �' w ,r<' , -,: ha" a' W.... x .I, I 10. EQU(PM€tLtT. SHALL BE U.L. APPROVED , �,.,I;; ':. ,�',. t •..,, , : a. �: . -,- ; r-,� : SUPPLY/EXHAUST FAN o , ., y.,, ,.. a ,, f'_ S. wr , a , - F6 FLEXIBLE DUCT/SIZE (INCHES) o ;. ;, 11-c g P AL CONTRACTOR SHALL PROVQI) ` WRIT[tj ARRANTY. ARA ;€ ALL'-1V9RKt f P, ND MATERIR 'Ffl ON + LS , R E YEAR FROM THE DATE OF FINAL WORK A BY THE OWNER OR OWNER <'R1#R5 TIV . „�" GIRL GRILLE o C �. S . KINTI w � „ - s. O w, y s-,;- , r, <,t.4- �, . SUPPLY AIR DIFFUSER W/ ,,12-- AIR DIRECTION R CfiE11{k;AND/OR ENGINFE10,1fP THAT ARE.INCURREfT p SIONS: R SUB5TIi i3Na.RE0UE8TED:FOLLOWHJG THE :ISSUE OF APP y...� W R� �P ROVED DRA INGS SHALL BE P �, AID LS LIQUID &SUCTION LINE o E 1 ONTRAG70R. a e 3H w �u<m*l DE SUPPLY AIR SI WALL Lc) . r` " 4 a p, N NON -RETURN DAMPER I' DIFFUSER „%p, INSTALLATION ':-r ' y � 9� , 4 �a1. ,'' I - OA OUTDOOR AIR � of:,T+.' THE MECHANICAL CONTRACTOR SHALL PROVIDE HVAC_.EQUIPME ,r .-l1FMIENT SCHEDULE AND SHALL MEET THE CAPACITIES NOTED. »> SUPPLY AIR LINEAR 1...: *. THE'MECHAN1CAtCgNTRACTOR SHALL. «. T s�;-t:.:.,: X„hNiiFAO,ER. , _ GJJT<8H5 AND PERFORMANCE DATA ON ALL EQUIPMENT AND OBTAIN THE ENGINEERS APPROVAL PRIOR R6 RIGID SHL MTL. DUCT SIZE DIFFUSER ,. TO PURCHASE^A) D'INSTALLATION. i '; ,a,,. ; �.1 / (INCHES) ,. ,. ty ., i -. ,, .. ,1 .-'"; ,.+{ V , ;Try,!, .s .Q)` ..',., t: i., "•�a.,, ` TH C A 3 E ME HANC L CONTRACTOR SHALL .PROVIDE CL RA RETURN AIR a o �« ;'' sM0 <r81 I4>R+ � T KE �G�PJETECTO ExC. I ' M NITRE � RS a RETURN EXHAUST z a• I AIR j , . 4 '.THE.MECHANICAL..CONTRACTORSHALL'PR9V14E AkL SWITCHES: ,iTST�;(IL AC'-&Ot'RO' IR1NG'''' .'^,"�• . 'I,''', -GRILLE LL*," y RAD RETURN AIR DUC ❑ ,,,. T A C'UNIT SUPPLY AND : UR - w f_ RET N,AR pi1.CTS, B „ :b, V- Af 1; } F ERGLASS DUC , ,, MAN1, ,:MAT. B T BOARb TYPE 800 -UL APPROVED INSTALLED 5. 4 � 'M •, ., ," ( ) , ALLED PER MANUFACTURER S.INSiRUETIONS: . , � "It# , Z ;< w _ , _ RC ROOF CAP .I 1 * - i 5 CF TERMINAL TAG/ QTY, 6 ALL DUCTWORK SHALL BE CONSTR E5 : UGTf S A L D C D N ST t)AR R1t bE ( , A A#9 S D E ARE D MENSIONS 2x o a) SUPPLY DUCT ELBOWS SHALL 8E FURNISHEY WTTI44%1RNI( ._ SAD SUPPLY AIR DUCT 17 M AIR QUANTITY (CFM) o h b) BRANCH TAKEOFFS SHALL @E'PROVIDED WI�(� #'S7npI g �NRTSPLITTER jf w, RI8 STL STEEL / .s ND DUCT ELBOWS SH VE >E #,OU ALL HA A ENTERUNE RADIWS'�F, ,.F�$ `THAN 1,5 TIMES THE DIAMETER •qF THE DUCT. z _ O� DOOR LOUVER d - EC ANGULAR Di1CT ELBOWS SHALL HAVE A OENTERLINE DIUS -,` LESS N 1 T TED TOILET EXHAUST DUCT g � ,.T �A ,,,.'T�Fy THAN ;51. TIMES HE•.WIDTH OF THE .DUCT. 0- ., .p c UNDER CUT ® /, SECURE FLEXIBLE DUCTS: TO BRANCHTAKE TAKE -OFF COLLAR WITH P. <. ,' r`tI 1u,,,. ,J a ,y, ' ,. v.. :. r :. TOD TOP' OF DUCT 0 ,, 8, ' AXIMUM LENGTH:OF ALL FLEXIBLE DULY SHALL NOT BE MORE, THAN" 1O FEET, UN1 ,�)Iy NISE NOT y, .;" 9. ALU EXHAUST AND' OUTSIDE AIR DUCT HALL BE MIN. 24GA GALVANIZED SHE T'� ., SHEET ;,�,,� , , VCD (MANUAL) VOLUME CONTROL DAMPER _ .. AL = DUCT ABOVE THE ROOF TO �' , s L . 13E„N,_16GA SHEET METAL, INSULATED W 2TU . gTq UI +ARD•' N .SHEATHED WITH GALV STEEL. EXTERIOR _ /> ,, k , ,,.., D ,. :.,: _., R STEEL TO BE ;., , :' WC WALL CAP SEALED NEATHFRPROOFED L 0 / , PRIMt A b.PAINTED PER ARCHITECTURAL PAINT SCR I){9 , -^,:w ,�,F, Ar , ..t - THE CO ANICAL`CONTRACT 1 012 SIL ACE SMOKE DUCT DE ECTORS IN THE S PP Y.. F A L C -. , ST, U .� U r 4) ,L , UNIT�EXCEEDING 1999 CFM.. SMOKE SHALL WE WEATHER L T1. , ,. v • , ;' ,, , BE INTERLOCKED W/ , OUVER AHU'OO TROLS.'', , 4 w, - 0 $2. AIR OISTMUTIONb`ACCESSORTES S L4:,BE"AS' NOTED ON THE'PLANS. _i1 .: ` �" 13.. - , - .,... : Ln ) ACLREFRLGERATION PIPE INSULATION SHALL BE MIN. ,{e.ARMAFLEX'OR EQUAL A�PRO�ED .BY THE ENGINEER. �; 3 b) ALL;;EXTERIOR'-LIQUID/SUCTION LINES SHALL BE INSULATED AND WESTHER PROOFED. ALL SUCTION LINES INSIDE THE BUILDING SHALLrBE INSULATED. = . :, < ,C) LIQUID/SUGTION'LINES SHALL BE ROUTED .INSIDE THE -STRUCTURE riT THE EXTENT PRACTICABLE. % d) , THE :+ MECHANICAL CONTRACTOR SHALL SIZE ALL PIPING FOR THE SEiCIFIC APPLICATION AND ROUTE OF PIPE. 0 14 THE MECHANICAL CONTRACTOR SHALL ROUTE CONDENSATE PIPING FORA LENGTH OF 10 .FEET TO, A' GRAIN SUPPLIED BY THE PLUMBING CONTRACTOR. THE MECHANICAL CONTRACTOR'S / - .. . : CONDENSATEPIPESHALL INCLUDE A TRAP. SIZED FOR AHU FAN `STATLCI. z w 15, THE ,MECHANICAL CONTRACTOR=SHALL '=AIR HANDLER UNIT ONDE SING` k' o SET N ANt? C , N ,, ,t1 M1YSh(OWN'ON THE DRAWINGS. EQUIPMENT SHALL BE PROVIDED DIM PAD ISOLATORS ,. ,,AF ,.. m ,.. , , - I .' " / r : :. .-. ALL OUTDOOR AIR INTAKES SHALL BE PROVIDED WITH BIRD ANO INSERT N GO RESI ANT MATERIA z 16. ? _, ST L. BIRD SCREEN SHALL NOT BE LARGER THAN 1/2 MESH AND INSECT,SCREEN SHALL BE LARGER THAN 1X14. s_ w B . ,:. _ n T 17. TERM TA ,, w H OS TS SHALL BE SUPPLIED AND INSTALLEf) BY THE MECHANICAL CONTRAU -4, a - ; SHALL BE MOUNTED 5 6 ABOVE FINISHED FLOOR UNLESS NOTED OfHERWSE. a� b) SHALL -,BE HEAT/OFF/COOL AND FAN/AUTO/ON SWITCHED AND SHALL ICE APPROVED` -BY AC EQUIPMENT MANU�FACTMER. L,J c FURNISH AND 'INSTALL ALL TEMPERATURE. CONTROLS IN DI ;PRO MMA LE. H HUMIDISTAT. CONT 0 . '. ! ` m ) a, ,,'; CL-L, NO GRA B ERMO, AND, e,.. R LS 0 FIRE rDAMPERS SHALL BE INSTAL b N' . Lf (,R , fl`v' +,PENttAHAGr;FtltE RAYED ,ROQFS, CEILINGS AND 9ULKHEADS ' BY C ?gEv ACCESS. 000R$ FQR ;INSPECTION AND RESET SHALL BE cn 1$: PROVIDED AT, EACH `L CATIO .w • . t a' m „, E 0 N r -;_ - x ; _, =" I g _,'' a)• FIRE -DAMPERS PROVIDED IN 'KITCHEN a11ST T,,S Al .R QUIPPED WITH 212F FUSI IJ K N`' o ° C) WARRANTIES n �+ r '. r CORRECTION N OF AN COR 0 Y ENGINEERMIC DEFECT' BE REO$IFIED WPTH( UT ADDITCO (6HARGE AN . LE-�& , LUOE„REPLACEMENTS OR REPAIR OF. ANY OTHER PHASE OF T ' ;eel INSTALLATION, WHICH MAY HAVE BEEN DAMAGED THEREBY t ` NA, , HE 0 2. CONTRACTOR SHALL ADJUST, TEST AND BALANCE ALL SYSTOM§1�,t11 , .t r u. / O) BALANCING OF THE SYSTEM SHALL.@E,BY A CERIFIED„ ARTi �'„ „ " ,. E ., ". N H ,, -1 Ir:. w ,vim -- 9" Ya 4, h ;g i ,.ri , , �'y d `M :g e'3t :4 " " �, . . ,,a :: , , 3 t , n. Y , .V. r.. , *iI- I,4.. .' i , r .,. , _. ,.., , AC'"EQUIPMENTS HED L . . 11 , r ;, �v< s ,. ,, ,, �u , .. U E o , ro a. ,,. 11- z ,4 „�„ ��- r , r , DESCRIPTION A _- -.:_- ----- ,. : 1 EQUIPMENT - .. 7 -- - FIRST FLOOR -ENGINEERING- a, 11 � - -- SECOND FLOOR &DETAILS : HIRD FLOOR & DETAILS W I -------- ` JOHN W. LANGFORD ENGINEERING, LLC. :..:... ....._. 238 DOVER STREET : BOCA RATON, FLORIDA 33487 , _-:__ Tel. (561) 237-5223 3 : : Fax. (561)237-5680 ` !- www.JWLENCINEERING.com I .._._. ._.. '' "_....._ ANY DESIGN CHANGES TO THE SYSTEM DESCRIBED IN THESE PLANS WITHOUT THE 9 PRIOR WRITTEN APPROVAL OF THE ENGINEER ..----------------------------- .. __ .- OF RECORD WILL VOID THESE PUNS. ALL r EXPENSES INCURRED DUE TO THESE CHANGES WILL BE THE RESPONSIBILITY OF THE PARTY PERFORMING SUCH CHANGES lr I'�I �� u7 f� -1 (/) : !""'I W A n F� 1� MECHANICAL t 1-- w GENERAL NOTES t rr ^^ V) - V ) F� L n W NO. DESCRIPTION ^ U 1. THE PURPOSE OF Cs 0 THIS DRAWING IS TO PROVIDE: HVAC .ROUTING AND CONSTRUCTION DETAILS, ET ILS. THESE PLANS DETAIL THE FINAL ARRANGEMENT OF EQUIPMENT AND THEIR ASSOCIATED O W APPENDAGES, N 1 2. b< = ANY AND ALL QUESTIONS AS T 0 THE INTENT OF OR PROCEDURES SET FORTH IN THESE DR AWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE SUBMIS SION z OF A BID.' LACK OF KNOWLEDGE OR UNDERSTANDING OF PLANS SHALL NOT, JUSTIFY ANY 9 CLAIMS OR EXTRA /^� W COMPENSATION. � H 3. THEH C/) VAC CONTRACTOR SHALL COORDINATE ALL EQUIPMENT, DUCT, &DIFFUSER LOCATIONS I, h. Lin AND CLEARANCES WITHAL T T L 0 HER RADES ON .PROJECT, IN PRE -CONSTRUCTION MEETING, � m Z PRIOR TO ANY ORDER, FABRICATION, OR INSTALLATION. ' 4. i--( W ALL SYMBOLS MAY NOT BE USED FOR THIS PROJECT. ~1 5. PRIOR TO CONSTRUCTION, THE MECHANICAL CONTRACTOR SHALL: c, OI a. VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. I ---I b. NOTIFY THE ENGINEER OF ANY CHANGES REQUIRED TO COMPLETE NEW CONSTRUCTION, 6.! ALL ELBOWS SHALL HAVE A CENTER LINE RADIUS OF 1.5W OR 1.51) AND BE SUPPUED WITH I TURNING VANES UNLESS OTHERWISE NOTED. M� ' 7. ALL HANGER SPACING SHALL BE IN ACCORDANCE WITH S.M.A.C.N.A 8. DUCT SIZES ARE CLEAR, INSIDE DIMENSIONS. VERIFY ALL DIMENSIONS AND LOCATIONS PRIOR l TO FABRICATION OR INSTALLATION. ALL DUCTWORK SHALL BE FIBERBOARD. - ! .1 . _:. I .... . 9. ALL EXHAUST DUCT SHALL BE SHEEF METAL CONSTRUCTION. 10. CONTROL STEAM SHOWER E/A FAN WITH LOCAL PUSH BUTTON SWITCH WITH 5 MINUTE DELAY. VERIFY. l. SWl t� I W a.• Ni I :b� O 0 a >u� t \y a c\1 3 I' _F' , as xk` N �a � , 1 zi ' t . ni 1 lil �7 >_< : ,,, r , e �.�. .Y,. T, 'S ?*****! y 2 , Irw I >�, V � , u 14 ,f . o..: _ °' gfi v, I 'K .\Yid` IIIIIIIIIIIIIIIIIIIII �" h M r mm s '1� w< My.. I'll IWX\Wl ill " " ,HEREBY CERTIFY THATI THESE a' PLANS WERE MADE UNDER MY , _ RESPONSIBLE CHARGE. THIS t DOCUMENT IS ELECTRONICALLY < a: SIGNED AND SEALED PURSUANT TO SECTION 471.025 OF THE u 9 FLORIDA STATUTES AND 51G15 �; OF THE FLORIDA tit ' •,.. `'Ca " 4,, � w�y ,,.- ,�"A ,n . ::, ..ey;y ri i " T •:.: > " L 2 # d.k"m, -,,. " =x, ° z` ADMINISTRATIVE CODE. „ w ,S x,' vy. •r°Po, 1. m+". k FF .yam, , , ; :i .d" � il s _' ". - p.,,..:. „ NOTES }...t e- ,, r,., ..4..v e',. a. r - •..:.x ,.'Cs F' t: dqC - !. i.' 1 -,,. ,,,, , } ; „ ,.,, „ • ' 1) 'ALL TERMINALS SHALL BE ALUMINUM & FINISHED WHITE, UNLESS NOTED OTHERWISE. ry' „y y, "�` n x e Tr " , . -' „, a. i.,,, r,,, .,... '} ', - . c , 2) ALL SUPPLY DIFFUSERS SHALL BE PROVIDED WITH OPPOSABLE BLADE DAMPERS. 2 . _. ., i ._ . ,a ..:,= � ,.:x ; JOHN' LANGFORD FL 4' „ , ,z, ,'_ x ,;,,,..�„ <-w, ,,y . , - -. a �- ,a,.a. .. - 3) ALL. TERMINALS SHALL HAVE A NOISE 'CRITERIA OF LESS THAN 25.. s , #F)996Z - 1; ; .w ti' - ' . 5 , l*T <- , S j W. SCF�I�L .Ii s-11T,a w ..Te x alr " a ,a W '4 2 r fi'3 a, `"s{:' r �' F � a" ' _ .ELECTRIC g Y w - �� w e' " FAN- TA AN S TIC a a. :.: DWG TAG'' 4TY MNF.OR,EQL MpDELOf`1=Q1JAL P 1, Sk'itVICE- °' CFM ('•-.WGj s �. :..FLA ,' .:, < '� gp�E, ,":.±' V/PH/H : REMARKS EF01 ` AR BROAN :, , QTXE05O =•,.TOILET EXH. 50' a..°T . '- :1` $" ' 120'/1/60 0.3 EF02 -' BROAN QTXE080 '%TOILET €XH.:. 80 O 1"' ` 6"' "� 120/1/60 A, 0.4 EF03 " I BROAN I ", -.- Q1`)(E150 -, , TOILET/GEN. EXH, 150 ' 0.1 6.. 126/1/:60 0.5 - I EF04 FANTECH FR22,5 ' ;; ' SHOWER EXH;' 200 1.25 -8,r � T20/1/60 1.35 CONTROL VIA SHOWER SWITCH WITH DELAY 1® EF05 BROAN L400 , GARAGE EXH. 400- 0.13 8" 120/1/60 2.99 CONTROL VIA SPACE CO SENSOR SF06 "", " ; - ; BROAN [ADD GARAGE O/A : 400 ` O.i3 8" 120/1/60 '. 2.99 ICONTROL VIA SPACE CO SENSOR NOTES: x b A� ; ,x, x, A 1 SUPPLY ALL FANS WITH NON-RETU a' ,x - • ,: ' ; T? § ,•._,« ° �. �,a, §' I.. AIR DISTRIBUTION SCHEDULE ' MNF OR MODEL OR OWG TAG SERVICE MOUNTING DESCRIPTION EQUAL ' EQUAL A SUPPLY AIR SURFACE MINT LINEAR CEILING DIFFUSER; FLOW BAR WITH PATTERN DIFFUSER, HIDDEN TITUS FL SERIES BORDER TYPE 55 B RETURN/EXHAUST r. LINEAR CELING RETURN GRILLE, FLOW BAR JET THROW HIDDEN BORDER / E „ AIR TYPE 11 F J SERIES C SUPPLY AIR " LINEAR CEILING DIFFUSER, ,FLOW BAR/JET THROW, HIDDEN BORDER TYPE 11 FJ SERIES D SUPPLY AIR , DIRECTIONAL CEILING DIFFUSER, ADJUSTABLE PATTERN WITH FLAT BORDER 250 OPPOSED BLADE DAMPER E RETURN EXHAUST AI „ CEILING GRILLE WITH FLAT .BORDER ALUMINUM OPPOSED BLADE LADE DAMPER 350FL F SUPPLY AIR LINEAR CELING DIFFUSER FLOW BAR JET THROW HIDDEN / BORDER TYPE „ 11, SIDE WALL MOUNT F1 SERIES G SUPPLY AIR „ SIDEWALL DIFFUSER, 'SURFACE MOUNT, ALUMINUM BAR STYLE, 1/8' BARS ON 1 4" SPACING, OPPOSED BLADE, DAMPER WITH FLAT BORDER CT480 MODEL OR DWG TAG Q TY MNF: OREQUAL EQUAL Q SERVICE SIZE PRIORITY LOCATION V/PH/HZ REMARKS VAV 1-1A 1 CARRIER ZONECC2 GUEST SUITE SEE PLAN MASTER LVLO1 - OVERHEAD 120/1/60 VAV 1-1B 1 " LIBRARY " REMOTE VAV 1-1C 1 " " FOYER REMOTE " VAV'1-2A 1 11„ WEST LIVING AREA / " REMOTE LVLO1 - OVERHEAD OFFICE VAV 1-2B 1 " EAST LIVING AREA 1pMASTER " VAV 2-2A 1 " EAST LOUNGE / REMOTE LVLO3 - OVERHEAD BEDROOM VAV 2-26 1 „ ,,, WEST STAIR. / MASTER BEDROOMS C� GE.N s w . No 99 ,<:S + r k: : : 'A' i '0 ;, pµ W 4 V• ti «, STATL GIP wr � 10� P rC(h. IKII 'Ct®P_ /. tt�17, tt\`;t�' ; July 21 2014 ' 11� IV `,r HVAC PLAN NOTES, EQUIPMENT 8 F I r & DETAILS g, ad o a 7 `i 1i , u' NOTES: I. BLD ' E', IL'k-, N` EF.. rxt� 4�z i) MASTER ZONES SHALL BE PROVIDED PROGRAMMABLE THERMOSTAT AND HUMIDITY CONTROL , w y\ v �_- , _ . S +' : `FF''"' 2) ALL REMOTE ZONES SHALL BE PROVIDED SMART SENSOR AND CONTROL 1-, T �'"' ` , # :: "' r - - 3) ALL SYSTEMS SHALL BE PRO �. VIDED BY-PASS AT THE AHU OR UNOCCUPIED ZONE TO ACT AS BYPASS. {..� \, a %� T N`t OCGCUPANC VE(VTRATE ALTMIN 4) CONTRACTOR SHALL PROVIDE ALL ELEMENTS FOR A COMPLETE AND FULLY OPERATIONAL SYSTEM. HVAC Y /'1V NOTES E D ">; S & DETAILS `, - -_ ._ Y (CFMPER M1M./)C::... '/kLTERNl1TE .DERA^FING,'.O/tC�IRATE FT - SCALE, N.T.S. ._ , SPACE ,. (PERSONS) + PERSONj: RA'E„ CFM) REFERENCE • VALUE . ; A (CF,M' )- :.>,, ... y, N HOUSE <,,, ;,,,, 0. 6 . 1,5D';' NIT..., - n e r an GENERAT ... .,-,1 WALL LOUVER 12 x6 �"- ..3,. �. �.�^ ., �;: a ,.., JI ' ', ::, o I�� as f „ WALL LOUVER WALL UVE '�"x8° GARAGE OJ-A `\ ;.;,,{ WALL LOUVER 1Z x8 - +} /-- $ �_ g PADAnr r/n Pnnl RnnAA rla Pnnl a(N1Mi n/A o !, ;e - 3 ...... _ i6EblT h1A 7r+•; MIN NUMBER Ft6F ;� { , ; MI .OfA^<�.° fi „G.N... �. ENT TYPE -:.5`. MECHEXH OFVENT 6 5 OE "-rx tAATE F "(C -NO ` NA H =(MEC T) > FAN CFM BLOCKS UAR `.@ARAGE , ter: r" a �4 . .: •� * A 06 , --4(10 NAT. - , 400- - W 1 � SOYNN rAl ,1NmnL lssuE JWLE :0721-14 JOHN W. LANGFORD ENGINEERING, LLC } "---- -- ------ --- -- 238 DOVER STREET. BOCA RATON, FLORIDA 33487 ......... Tel. (561) 237-5223 "5 Fax. (561) 237-5680 .__.... .--_ www.JWLENGINEERING.com ANY DESIGN CHANGES TO THE SYSTEM DESCRIBED IN THESE PLANS WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER OF RECORD WILL VOID THESE PLANS. ALLEXPENSES INCURRED DUE TO THESE CHANGES Er - WILL BE THE RESPONSIBILITY OF THE PARTY - PERFORMING SUCH CHANGES. ,V vF7 ------------ I .. - F� L'��IONS �' DATE -,14 ®jL ISSUE JWLE 07-,, iNITIA '__ -- MECHANICAL SHEET INDEX , ......... . ,. - - .' N t - - �` ARCH JWLE Alkr.c'; ,. SHTNO SHTNO DESCRIPTION i ���._ 1 �" _ ._.. ---- ----i ii M101 01 HVAC NOTES EQUIPMENT /�, ------ _.: M201 02 HVAC PLAN -FIRST FLOOR �g g �g m€@i.,.n...aISG -... M202 03 IHVAC PLAN — SECOND FLOOR & DETAILS M203 04 HVAC PLAN — THIRD FLOOR & DETAILS: --- MECHANICAL KEY NOTES JOHN W. LANGFORD ENGINEERING, L-C. 238 DOVER STREET .:.._. ......... _ .---::-- _- ............. BOCA RTeDLN(561)RI237DA 35223 . J ............._„- ---:---------- .• ;, x ,f RANGE CO IBUSTION CALCS (FBCFG 304.5.3.1) Pe.. (ssly z37-5s6D _,_ ---- . • ` '`# •` , ;. NO. DESCRIPTIONS. www.JWLENGINEERING.Com a=. E a; " , rr TOTAL CONSUMPTION : 65 kBTUH REQO ROOM V LUME 3250 CU FF. ACTUAL ROOM OLUME 4320 CU Fr. COMPLIANCE M YES 1. ROUTE DUCT BELOW BEAM & JOISTS (TOD 012 6 ). VERIFY. ANY DESIGN .CHANGES TO THE SYSTEM I 2. ROUTE DUCT IN SOFFIT (TOD 012'6" / MAX iSOFFIT HEIGHT OF 11'0°)VERIFY. DESCRIBED IN THESE PLANS WITHOUT THE 3. ROUTE DUCT IN JOISTS (BOD 012Y). VERIFY. PRIOR RECORD WILAPPROVAL P OVAL OF THE ENGINEER ---- S. ALL EXPENSES INCURRED DUE TO THESE CHANGES MOUNT SIDE WALL TERMINAL BETWEEN BEAM (BOB ®12'6") AND CEILING (011'6" MAX.). WILL BE THE RESPONSIBILITY OF THE PARTY Aft ix 4. .. ----„ a +r i I d f h P _ I I f O h OUTDOOR! 1 r C O :sf,k �, F7"m LIVING ' I at.. 1 a e �I ` T '�. W * `(r � ,. a., T. a �. ., : � :.b.'T.,, � � 'F.-.. �T. I I _ .:'',, : ,. n , 2k O to j I. _.�.. 3"$ .q.. :Iwz x+> .' -i It ..., [.:.. ... rye,,. . . i , ..., :. '.r.. Y✓"M' �.. .. i. ..:. .. ... .. .. :.' ' .. , . .. " 1 ...: vf. .:.Y'. M1. e ... iCIY-.3\Y\Y1� _ _ _ _ � , 1 i METAL STRAP FROM AHU TO — DRAIN PAN TYP OF 4 2 10 SHEEf METAL SCREWS PER STRAP 3/4" CONDENSATE DRAINS (SEE DETAIL) I i 4S 'k # t I HORIZIC t 4 i i I I w ", I rr , 4X SCALE: N.T.S. 10 rr ......: ,... w _._ .:.. :-.. .. .. _....; w •c,r.s,. ..t ="`-:,: 4" .'z I k I?'<`„ , ` . ° FIREPLACE COMBUSTION CALCS (FBCFG 304.5.3.1) ie w .r N i� e� p�M EA 06,J CID It `✓ �? I UNISTRUT SUPPORT (SEE DETAIL) AUXILARY CONDENSATE DRAIN I W FLOAT SWITCH PAN I CH A NT"AL MT AHU r.. D2 r r OCEAN TERRACE �v • STATE OF <u: ....................................................... P VV Y July 21 2014 A HVAC PLAN ANOTES, EQUIPMENT 8 � & DETAILS y FILE COP z r, 202 .r 1 14042-DRW-500-100-00_00 03 OF 04 2!REN._ B .... INITIAL ISSUE - JWLE 07-2114 MECHANICAL SHEET INDEX N ARCH JWLE .. -. SHT NO SHT NO DESCRIPTION" M101 01 HVAC 'NOTES & EQUIPMENT r ` _ ... ..................... M201 02 HVAC PLAN - FIRST FLOOR - E N G i N E I � M202 03 HVAC PLAN - SECOND FLOOR & DETAILS M203 04 HVAC PLAN - THIRD FLOOR & DETAILS JOHNW. LANGFORD ENGINEERING; LLC. .■.l {4Ia' ..:. 238 DOVER STREET BOCA RATON, FLORIDA 33487 Tel. (551) 237-5223 Fax. (561) 237-5680 ------ .. ------- .I ......... www.JWLENGINEERING.com - ANY DESIGN CHANCES TO THE SYSTEM DESCRIBED IN THESE PLANS WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER OF RECORD WILL VOID THESE PLANS. ALL it EXPENSES INCURRED DUE TO THESE CHANGES WILL BE THE RESPONSIBILITY OF THE PARTY PERFORMING SUCH CHANGES._ U NOTES: 1. CU SHALL BE LOCATED ABOVE THE FLOOD PLANE: Q4 2. CU SHALL BE LOCATED ON 4" THICK SLAB OR EQUIVALENT. n 3. CU SHALL BE SECURED WITH A MINIMUM OF: ^ 3.1. (4) ANGLE BRACKETS (ONE AT EACH CORNER). UNITS LARGER THAN 36" SHALL BE PROVIDED (2) ADDITIONAL ANGLE BRACKETS ALONG EACH w LONGER SIDE SPACED EQUALLY. 3.2. (1) #10 TAC SCREWS INTO CU THRU ANGLE BRACKET & (1) 1/4"x 1-3/4" CONCRETE ANCHORS THRU ANGLE BRACKET INTO SLAB. 'nb I--1 F=•1 CONDENSING UNIT O W M 2"x'fi"x 1/6" ANGLE h�-4 BRACKET (TYP OF 4) �J 6"-MIN. OFFSET H Lr) FROM SLAB (TYP) M L MIN. 2' SPACING rT, BETWEEN CU (VERIFY d J`x W/ MANUFACTURER) L/S LINES ROUTED IN x O 4"0 PVC SLEEVE & CONCRETE SLAB CAULKED AT � MIN. 6" THK EXTERIOR INLET d 1�1 BY OTHERS (HEIGHT TO SUIT FLOOD SUCTION LINE TO BE PLANE REQUIREMENTS) SHEATHED IN MIN. 1/2" ARMAFLEX INSULATION F �,a REEFER LINES ROUTED UNDER SLAB TO AHU/ FCU (SEE PLANS FOR ROUTE) s PIPING SPEC'IFICATI�NS PIPING GENERAL NOT ES NO.. DESCRIPTION - • NO - DSCRIPTION A)PIPING SPECIFICATION ALL WORKMANSHIP & MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE NATIONAL, STATE 1' LOCAL CODES, RULES & ORDINANCES. THE PURPOSE OF THIS DRAWING IS TO PROVIDE PIPE ROUTING AND CONSTRUCTION DETAILS. THESE 1. CONTRACTOR SHALL VISIT THE J &SITE &THOROUGHLY:FAMIUARIZE }11MSELf WITH ALL PLANS DETAIL THE FINAL ARRANGEMENT OF EQUIPMENT AND THEIR ASSOCIATED APPENDAGES. THE H A ,, EXISTING ELEMENT :THAT ARE ABLE TO BE RETURNED TO A LIKE NEW CON ITION MAY BE USED, 2. EXISTING CONDITIONS. ANY DISCREPANCY FROM THE DRAWINGS SHALL BE REPORTED IMMEDIATELY WITH THE sOWNERS PERMISSION, 1N LIEU OF NEW EQUIPMENT OR MATERIAL TO THE ENGINEER OF RECORD. 3. ALL MATERIALS SHALL BE NEW. ANY AND ALL QUESTIONS AS TO THE INTENT OF, OR PROCEDURES SET FO H IN THESE DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF HE; ENOINEER' PRIGR TO THE S BMISSION Or A BID. E ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING ,CONTRACTOR IN A FIRST-CLASS 2 OUCH T 4• LACK OF KNOWLEDGE OR„,U I- I,I,ANDING OF PLANS SHALL NOT JUSTIFY ANY CLAIMS OR EXTRA WORKMANLIKE MANNER. THE COMPLETE SYSTEM SHALL BE FULLY OPERATIVE. COMPENSATION. ALL EXCAVATION & BACK FILL AS REQUIRED FOR THIS PHASE ;OF CONSTRUCTION SHALL BE A OA 5: =: „ , THE PIPING CONTRACTDR(S}`SMALL COORDINATE ALL EQUIPMENT, PIPE AND CLEARANCES WITH ALL PART OF THIS CONTRACT. OTHER TRADES, ON, PROJECT, IN:'PRE-CONSTRUCTION MEETING, PRIOR TO ANY ORDER, FABRICATION,' REQUIRED INSURANCE ,SHALL -BE PROVIDED BY THIS CONTRACTOR FOR PROTECTION AGAINST 3' OR INSTALLATION. 3 6' PUBLIC LIABILITY & PROPERTY, DAMAGEFOR- THE; DURATION OF -WORK. ,,: a 4. ALL SYMBOLS, MAY• HpT; fOR^TNI§ C'RDJECT. 0 7. CONTRACTOR SHALL PAY. FOR ALL PERMITS, FEES, INSPECTIONS. &TEST: PRIOR TO CON RU N TLIE RING C' N RA T R S SHALL: oI ANY MATERIAL OR EQUIPMENT SUBSTITUTIONS MADE 8Y THE CONTRACTORSHALL HAVE PRIOR 5r ST CTIQ ,- , 0 7 „ C 0 ( ) 0 8. WRITTEN APPROVAL BY<THE ENGINEER OF RECORD. ANY CHANGES BADE WITHOUT APPROVAL IL a. VERIFY ALL EXISTING CONDITIONS IN THE FIELD -PRIOR TO. CONSTRUCTIO ,-- - BE PAID BY THE CONTRACTOR TO. RETURN TO THE ORIGINAL OEs{ON. b. NOTIFY THE` ENGINEER OF AN�';CHANGES REQUIRED TO COMPLETE NEW NSTRUCTION., xl . 0 9. : DRAWINGS ARE DIAGRAMMATIC AND THE DRAWINGS SHALL NOT BE SCALED FOR THE EXACT 6 ,ALL PIPE SIZES ARE NOMINAL d1NSIONS. VERIFY ALL DIMENSIONS AND •bCATIONS PRIOR TO LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. ; FABRICATION OR INSTALLATION o WATER. LINES TO BE RUN OV R+ S ' HO 0 WI "PPES' OT OUT I OVER W TE �`� �NI� � S W TH I N R ED N N 10. ALL WORK SHALL BE COORDINATED WITH OTHER :TRADES TO AVOID INTERFERENCE. ' 7 � � E N, <� BE � , HFAD.ARE INDICATED AS HIDD THE CONTRACTOR SHALL VERIFY LOCATION, SIZE, TRAPS, INVERTS OF ALL EXISTING UTILITIES PRIOR NG CONSTRUCTION AND ADVI E ENGINEER O ANY -DISCREPANCIES. ANY CAST _ � 11. TO BEGINNING S IN F A 8 ALL HOT,. HOT WATER. RETURN, AND COLD WATER LINES SHALL BE INSULATED WITH 1 THICK I r o RESULTING FROM DISCREPANCIES NOT REPORT0 SHALL BE PAID BY THE CONTRACTOR.. ARMAFLEX INSULATION. INSULATION FOR HOT WATER SYSTEMS SHALL BE MIN R2• - ER A D - - 9. ALL ALL. PENETRATIONS HAL E L D B THEIR IIESP 71VE••T S. 1 .WATER 'PIPING TO BE TYPE "L° OPPER.'BELbW BADE TYPE "M" COPPER OVE E. W $ B SEA E EC RAD.E 2 � G B "GRA Y N -s ', s `No 13. SOIL, WASTE &VENT PIPING SHALL BE PVC MIN. �40 DVW (ASTM D1785 &'D28655. - - ., 10. INSTALLATION SHALL CDMPLi' KITH ALL gPPLICABLE LAWS, CODES, AND ORDINANCES. 14. ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS. 11. ALL SHOWERS AND SHOWER -TUBS SHALL `HAVE PRESSURE BALANCING VALVES 15. WHERE DISSIMILAR METALS ARE TO BE JOINED, APPROVED INSULATING UNIONS SHALL BE USED. 12. ALL HOSE' BIBBS SHALL HAVE SHUT OFF yALVES,AND VACUUM BREAKERS. z w W NAP: N INSULATION FIRST 8 FEET. FROM WATER PROVIDE SHOCK ARRESTORS ON ALL DISHWASHER AND ^W G'. MACHINE WATER LINES SI UX INSULATE HOT WATER LINES , TH 1" THICK S 0 A E AS. A ASHIN ( Q a0 16. HEATER. - 13' CHIEF'' 652-A/653-B OR EQUAL) - I N PROJECT REQUIREMENTS. INSU' TE WITH ^ 17 CONDENSATE LINES TO BE COPPER/PVC DEPENDING 0.LA 14. SANITARY AND GAS PIPE SIZES ARE DETAILED ON THE APPLICABLE RISER 1/2 THICK ARMAFLEX INSULATION. 15. ALL EXHAUST DUCT .SHALL BE SHEET METAL. CONSTRUCTION. o. CONTRACTOR SHALL GUARANTEE ALL MATERIALS & WORKMANSHIP FREE FROM DEFECTS. FOR A 16.` ALL PIPE'SHALL BE SUPPORTED 1N ACCORDANCEiWITFBfBCP 308. PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DAT OF ACCEPTANCE. "CORRECTION OF ANY 17. ALL PLUMBING FIXTURES SHALL COMPLY WITH TABLE 6444 OF FBCP.. Z E ,. 18. TIN:LCHARGE:AD SHALL INCLUDE ,, DEFECTS SHALL BE COMPLETED WITHOUT ADdI O AN SHAI. I L O REPLACEMENT , I g18. THE FINAL OVERALL GONFIGURATIDN SHALL BE AS INpICATED. R PHASE OF.TNE T ZION WHICH: MAY HAVE:BE N DAMAGED , w ® OR REPAIR OF ANY OTHER .,, INS AtL� , A E GE , , DIMENSIONS PROVI D .FO REFERENCE WILL BE AR , EF: '` 11 H „ ON RA fl ALL THEREBY. J RE R E M KED ) D E, T Cf R SHALL i W ]9. CONFIRM THE LOCATION IN THE FIELD. " t a PE e 19. PVC PIP NG SHALL T B US€R,IN COMMON N{) ACAS. a I N4 ,E, ,, _ L, M_ R 20. ALL SANITARY PIPINGSHALL BE ROUTED AT.A'MIN, SLORE'OF 1/8,fJt' Q0T B) WARRANTIES I " „' ' ' 21. INSULATION OF ALL GAS PIPING SHALL BE PER F8C `6S PIPING STA}JD,ARO CORRECTION OF ANY ENGINEERING DEFECT SHALL BE RECTIFIED' WITHOUT ADDITIONAL CHANGE AND 0 22, ALL GAS PIPING SHALL BE PRESSURE"TESTED FOR PfTIOR TO CONNECTING GAS PLY. 0 1. SHALL NOT„ INCLUDE` REPLACEMENTS OR REPAIR OF ANY OTHER+PHASE OF THE INSTALLATION,' WHICH MAY HAVE BEEN DAMAGED THEREBY,. 23 CONTRACTOR SHALL"VERIFY ALL B7U 6%GAS 1DONtMP11Q,N•:WITH SPECIFIC NANLIrACTURER o CONTRACTOR SHALL PRESSURE TEST,ALL PRESSURIZED SYSTEMS PRIOR TO OPERATION AND SPECIFICATIONS PRIOR Tfl INSTALLATION. I 2' NON PRESSUR ED SYSTEMS SHALL BE:,ORAVIIY TESTEDfRIOR TD OQMPLETICN. 24. THE CONTRACTOR, SHALL VERIFY LOCATION OF'ALC EQUIPII&T PTIOR TO INS41-LkIII�N ; o C,4 _25: ALL. STORM SERVC':S•hSHA1:UBER0U7Ed,PEI-FBCP1104..,`, ... r. . un PIPE CLEAN OUTS ARE SHOWN ON THE. I$ . D METRC ETAIL$„AfNO. SHALI,EEI P¢�OVID ® ER, BCP ., ,.^.. a. 26708. ':.aL ° r <': x _,.,;f. f , rl . R,. ALL SANITARY AND SbRM^PIPI1IG'UNDER,4HE H�USE SHA1-'ICOM rwi H'A�y�, 536:SCH.,4D PVC PIPE:STAINLESS=ST.RD .AN '.GER E, S EEL , Ot)S D 13A� � lL' INTERIOR PARTITION .. . 'e+. *.. ','. r .�, a4 a <�''.,:X s s ••Ms k''^,"4` y. o PIPE ABOVE, CEILINGS SHALL, BE;WRAPPEP.,WITH CQUSTIO;;FIBERf7S5`'IN�N Ems` � SHALL BE PVC :AND 'R SERS AST I ON. LLI ,CHROME PLATED ACC o COVER W!/ CLEANt7UT PLUG. 29. ALL HOSE BIBBS SHALL BE RECESSED. SCE ARCHITECTURAL PLANS / CONCRETE SLAB z 30. PROVIDE 3{8' CW. PIPING TO' REFRIGERATOR/FFEZER. 01 :M w INSTALL STEAM GENERATOR PEF 'kANUFACTUR§"F�I�T�}(� ENSTRUCIlONS AND GUIDELINES. LOCATE © UNDER SHOWER SEATt CONNECT GW-'TO STEAM iEaSTEAIJ NOZZLE TQ SHOWER ,. tf ENCLOSURE AMOUNT"CONNOLS-ON WALL-ALIJAC NY'TO WA QPER TION VALVES: CONFIRM ALL w Of ,PIPE SIZE `Sly 2" y Bppi JT f9� '. p AINITARYf F'N'E DETAILS• W/.tARGHITECT.OR:OWKR:S; REP AND INSTALLATION DETAILS. VERIFY, • M1. 2 PIPING SHEET INDEX ARCH JWLE SHT NO. SHT NO DESCRIPTION - P101. Ol PIPING .NOTES, EQUIPMENT & DETAILS REV'ISIG S BI LkNr E 1 ..... iNITIAL ISSUE JWLE 0721-14 .. N --. �. -- -_.. --_.... P201 02 SANITARY PIPING PLAN & CALLS - �� ;RI 9 P202 03 SANITARY PIPING ISOMETRIC L, P301 04 POTABLE WATER PIPING PLAN & CALCS 11 JOHN W. LANGFORD ENGINEERING„LLC. ------------- j----- --.... P401 O5 PROPANE PIPING PLAN & CALCS zEN ENGDOVINEERING, G, LLC. EET P402 A6 PROPANE PIPING ISOMETRIC, BOCA RATON, FLORIDA 33487 __. Tel. (561) 237-5223 :�- Fox. (561) 237-5680 -� ........ _.___ ............................ www.JWLENGINEERING.com («. ...................... ..................... ANY DESIGN CHANGES TO THE SYSTEM DESCRIBED IN THESE PLANS WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER s> _......... -:_ _._ OF RECORD WILL VOID THESE PLANS. ALL wk, EXPENSES INCURRED DUE TO THESE CHANGES La WILL BE THE RESPONSIBILITY OF THE PARTY PERFORMING SUCH CHANGES.; _ II H Q a w PA Q U O MWM z Ln O II III Apy {{T„,pp� Tr q : E `5 NOTE: 1. PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD S? a. CONDITIONS. REFER TO ISOMETRIC RISER FOR PIPE SIZES. 2. SET HEATER THERMOSTAT AT 120 DEGF. MIN. 4 GAL EXPANSION FLUE EXTENSION BY TANK T COLD WATER SUPPLY MECH. CONTR. '• TO WATER HEATER I-� PROVIDE A 210°F HEAT TRAP TEMPERATURE AND a a. HOT WATER FIXTURE �T I 150 PSI PRESSURE AS SHOWN ONN r_ 1 , PLANS �/ i RELIEF VALVE PROVIDE FULL PORT BALL " WITH TEST LEVER' SHUTOFF VALVES -x PROVIDE A HARD COPPER RELIEF SIZED WITH AGA/CGA VALVE DISCHARGE TEMPERATURE STEAM ' PROVIDE RIPE UNIONS RATING 10% OVER DIELECTRIC IF REQUIRED LINE FULL SIZE OF HEATER INPUT. FOR DISSIMILAR METALS. VALVE` OUTLET RUN GAS -FIRED WATER TO INDIRECT WASTE ` HEATER PER SPECS 1N SAME ROOM OR AND SCHEDULE. TO OUTSIDE BUILDING u BURNER THERMOSTAT 6" ABOVE GRADE WITH AND PRESSURE REGU- A VISIBLE AIR GAP IN „' LATOR FURNISHED SAMEROOMPER FLORIDA 5 Nowm WITH WATER HEATER. BUILDING CODE 2004 SEC. GAS SHUTOFF COCK 504.7 AND 504.7.1 MM DRAIN VALVE BY 6" LONG DIRT LEG HEATER MANUFACT. s; HEREBY CERTIFY rH/{r THESE �- 18 MIN. (EXACT REQ'D ELEVATION GROUND JOINT UNION PLANS WERE MADE UNDER MY SHALL BE COORD. WITH HEATER PROVIDE A DRAIN PAN, RUN MANUFACTURER) RESPONSIBLE ;CHARGE. THIS OVERFLOW LINE TO EXTERIOR DOCUMENT IS ELECTRONICALLY OF BUILDING AT 6" ABOVE DRAIN PAN WITH SIGNED AND SEALED PURSUANT FINISHED GRADE OR NEAREST MINIMUM 2" HIGH SIDES_ TO SECTION 471.025 OF THE t APPROVED INDIRECT WASTE. FLORIDA STATUTES AND 61G15 OF THE FLORIDA WATER HEATER W/ RETURN r ADMINISTRATIVE CODE. SCALE: N.T.S. BG JOHN LANGFORD, FL#69%2 NEW POTABLE `aw�� .-'\oJ•E, '✓������ WATER TAP .' C7 .No c tNRV V m W (SE CALCS. FOR ~ �v S . IZE) WATER METER{0 STATE OF 1140 W July 21, 2014 & VAC/BKR S.O.V. i.< PIPE PLAN NOTES, EQUIPMENT POTABLE WATER &DETAILS SERVICE CONNECTION SCALE N.T.S. R112 COPn„s 2 1 1 4042DRW-520-100-00_00 01 OF 06 8 6 5 4 3 2 1 1N ITIAL ISSUE JWLE 07-21.14 - ....... ..... ...... r f n9� G. r1.:c ----- 4....,...,,...«�,.,�- _. , .. L. p a .`h.... . � o �.. r. ',.'FNTiEv.-' - oi..R a,, \. T3 I..'� �:. L SK. _ 1 LL : P. H� i CONE ATE FROM ABV./N.��it kmv S TRY DNN�0 LVL 01 OVERHEAD € SANITARY DISCHARGE SERVICE SUMMARY PIPING SHEET INDEX CITY FU. PER FU. SUB TOTAL MIN. TRAP SIZE REMARKS BATH TUB', 3 2 6 1 1/2' CLOTHES WASHER 2 2 4 2° DISHWASHER 2 2 4 1 1/2' HOSE BIBB 8 0 0 NA LAVATORY 10 1 - 10 1 1/4° POT FILLER 1 0 0 NA - SHOWER 5 2 10 3" SHOWER, OUTSIDE 1 0 0` 3° SINK, KITCHEN 1 2 2 1 1/2° SINK, MISC. 4 2 8 1 1/2" WATER CLOSET 10 4 40 1 3' TOTAL 47 84 ARCH JWLE BHT NO SHT NO DESCRIPTION P101 01 PIPING NOTES, EQUIPMENT & DETAILS P201 02 SANITARY PIPING PLAN & CALCS P202 03 SANITARY PIPING ISOMETRIC P301 04 POTABLE WATER PIPING PLAN & CALCS P401 05 PROPANE PIPING PLAN & CALCS JOHN W. LANGFORD ENGINEERING, LLC — P402 06 PROPANE PIPING ISOMETRIC 238 DOVER STREET BOCA RATON, FLORIDA 33487 alp _ _-, ,.. Tel. 561 237-5223 - - Fox. (561) 237-5680 '. ....._ - ---- www.JWLENGINEERING.Oom -. ANY DESIGN CHANGES TO THE SYSTEM' LEG E N D DESCRIBED IN THESE PLANS WITHOUT THE ` - - —NF— - — NOT^FILTERED^COLD WATER LINE PRIOR WRITTEN APPROVAL OF THE ENGINEER OF RECORD WILL VOID THESE PLANS. ALL EXPENSES INCURRED DUE TO THESE CHANGES WILL BE THE RESPONSIBILITY OF THE PART PERFORMING SUCH CHANGES. -" - A W', -- --------- ---- --- I c� 3 a 0 0 0 0 I 0 0 0 0 / g Da w IL a I 0 0 I 0 0 0 N Ir 3 0 3 m 0 / w 0 z w z z w m w_ m cy m NI CCD 0 0 N 1-1 O w O IY D- X 0 m a Of / of 0 z g z O w zn r CJ LJ R a z J g 6 5 4 3 2 1 r a''ISIO S _ HI BY JWLE r T 07-21-14 PIPING SHEET INDEX ''. ARCH JWLE SHTNO SHTNO DESCRIPTION P101 01 PIPING NOTES, EQUIPMENT & DETAILS P201 02 SANITARY PIPING PLAN & CALCS P202 03 SANITARY PIPING ISOMETRIC P301 04 POTABLE WATER PIPING PLAN & CALCS` - P401 05 PROPANE PIPING PLAN & CALCS JOHN W. LANGFORD GINING ER, LLC 238DOVER STREET II P402 1 06 IPROPANE PIPING ISOMETRIC BOCA RATON, FLORIDA 33487 _. :. Tel. (561) 237-5223 Fax. (561) 237-5880 .... I. www.JWLENGINEERING.com ANY DESIGN CHANGES TO THE SYSTEM. L..E G E N D- r DESCRIBED IN THESE PLANS WITHOUT THE - PRIOR WRITTEN APPROVAL OF THE ENGINEER ..-:---- OF RECORD WILL VOID THESE PUNS. ALLY. EXPENSES INCURRED DUE TO THESE CHANGES WILL THE RESPONSIBILITY OF THE PARTY — - —NF— - NOT FILTERED COLD WATER LINE. PERFORMING SUCH cwANces. - FILTERED COLD WATER LINE HOT WATER LINE — HOT WATER RETURN LINE --- SANITARY LINE `2 VTR c c GAS LINE 1 CONDENSATE LINE w A o e DRAIN LINE n — — ' — - RAIN WATER LEADER LINE (RWL) Q �T - - - - - - - - - - - - - VENT LINE j )0 FLOOR DRAIN N SHUT-OFF VALVE c` V J rF1-l1 _T HOSE BIBB WITH S.O.V. H.B. `� & VACUUM BREAKER F-I i, O A.A.V. AIR ADMITTANCE CHAMBER W 3" (7 FU) 3" (21 FU) i GCO GROUND CLEANOUT NRV i � I r� I 2„I (1 iFU) 3" (14 FU) I W W BATH 2 co, i 3"'(5 FU) i SHWR: Ln HJ WC rFT-�1 FU 2 i1 LAV) 3' {9 F17 . 3" (2 FU) �..� 31, (4 FU) I O I SHWR. 3 H BATH 2 FU 2 VTR �i12'i VTR WC 3 2 FU 3" (5 iiFU) ' U y 3" (4 FU) rX MASTER BATH LAV:°j I I we ` '*\ 2„ (1 FU) „ VER 3' (5 FU)i " 3" (4 FUFU ) 1 (: ;... 3 (9; FU) ( ) WC I 3„ (11 FU) LAVi r 'fillI � � � 3° (61 C 1(4 FU) i ': 3" (4, FU) WC ,, (4 FU) 3" (9 FU) 2" (1 FU) L 3" (21 FO) HWR"� ATH 3M -t - 1 - z° VTR / BATH 4 � 3" (4 FU) I i 3" (2 FU) � y `` it WASHER W 24" iC0 3„ (2 FU) ., 2" (2 FU) STAND PIPE ,c ` .�.. SK BAT sK.; UTILITY 1 2„ (2 FU) t. `Vq i �^1C0 i 2" (2 FU) ICOi SK. col WC ICO 2" (1 U) ICO 3" (28 FU) al M F, ` 3" (4 FU) 3" 28 FU x 21, (2,FU'Dw CABANA li`2" VTR SK.✓'Y DW ol AAV 2" VTRJi ICO'., W/DISP. C WASHER;W/24" 24 FU COI # L T STAND PIPE: ' '.KITCHEN 2" (4 FU) _ I I I PANTRY ; q (11 FU) 3" (24 FU) w; GO 3" (11 FU) LAV. i 3" (2 FU) i 3° (20 FU) ,- IC0 3" (24 FU) COI r. 2"I (1 FU) 3" 9 FU p:.... i > ( ) PPOWDER, 3" (5 FU) C01 . . 4t011 3° (11 FU) Jw we ta WCu . 3" 4 .FU 3" (4 FU) LAV. ( �., 3° {5 FU) p I HEREBY CERTIFY THAT THESE 3" (za Fu). 2 (1 Fu )I GUEST BATH PLANS WERE MADE UNDER MY 3 (7, FU) RESPONSIBLECHARGE. THIS 3 -I - s: 18 FU _ :_ -- - -- - ------ -- co ( ) sFIwR: x DOCUMENT IS .ELECTRONICALLY I 3, (2 FU) SIGNED AND SEALED PURSUANT TO SECTION 471.025 OF THE 2 FLORIDA STATUTES AND 61G15 OF THE FLORIDA ADMINISTRATIVE CODE. 3" (28 FU) ems: s ev JOHN LANGFORD, FL#69962 tt i 8 J R L J t t 4 1 AN1 t 3° 24 FU t 14 ♦ Q 4„ (84 FU) z„ �RJ, N\ts1 990�. N 4" (84 FU) 4" (56 FU) o r r 2 WAY r STATE OF ;'T O GCO I I *r fix+ � P ' c��r 3° (2 FU) �,.♦♦®: ; O R,l O. °wad •........• t z. _ TO SEWER 4" 32 FU) 1111110, v '+Je 1NA+t®t - LAV. WC SHWR. July 21, 2014 w jlI 2„ VTR 0 3' 4 FU 3" (18 FU) I ( ) FUTURE PIPE PLAN 3" (6 FU) x N ICO 3" (7 FU) BATH 2 NOTES)141 , EQUIPMENT I 14 & DETAILS of Ia a 3" (7 FU) 1 3' (5 FU)I ' f OO 3' (14 FU) 3" (2 FU) WCiPY (4 FU) FUTURE I L 2 s °..) TRIO JC5 BOTH BATH 1 .� -SANITARY I I LAV. N SCALE: N.T S. 2" (1 FU) ° w 2 04 �: st 14042- D RW- 520 -100 - 00_00 03 OF' 06 3 : 4 ' -- -- 6 INITIAL ISSUE JWLE 07-2 14 POTABLE WATER SERVICE SUMMARY PIPING SHEET INDEX 'it I POTABLE WATER IN LVL 02 OVERHEAD k, CV - CW. 1-1/4(29.5 Fl1) POTABLE WATER UP TO LVL 02 OVERHEAD HW. 1" (9.9 FU) CW. 1-1/4' (37.2 FU) HR. 3/4° I. HW, 1' (12.4 FU) HR, II [POTABLE WATER IN LVL 02 OVERHEAD CW. 1-1/4° (28.5 FU) POTABLE WATER IN LVL 02 OVERHEAD HW. 1" (9.9 FU) POTABLE WATER IN LVL 02 OVERHEAD CW. V (6.7 FU) HR. 3/4" CW. 3/4' (4.0 FU). HW. , 2 H POTABLE WATER UP W. t 2' 1.0 FU K VL U r - L 4 FU IWc � I �, , t�6F I 'Hw. 7 2' POTABLE WATER IN LV OVERHEAD ..- FA^ N EF•' GW 1/Z jj - P'4ABLE WATER IN LVL 02 VERHEAD c: HW. 3/4"!(2 4 TTl) N .. ..,..,, .; '. .7 FU 'I. �i CW. 1' 19.1 FU I QTY CW. FU. PER CW. FU SUBTOTAL HW. FU. PER HVI FU. SUB TOTAL REMARKS BATH TUB 2 1 2 1 2 CLOTHES WASHER 2 1 2 1 2 DISHWASHER 2 - - 1.4 2.8 HOSE BIBB' 8 3 24 - - LAVATORY 8 0.5 :4 0.5 4 POT FILLER 1 1 1 - - SHOWER 4 1 4 1 4 SHOWER, OUTSIDE 1 1 1 1 1 SINK, KITCHEN 1 1 1 1 1 SINK, MISC. 4 1 4 1 4 WATER CLOSET 8 2.2 17.6 - - TOTAL 41 60.6 20.8 ARCH JWLE 1 - SHT NO SPIT NO .DESCRIPTION �, I P101 01 PIPING NOTES, EQUIPMENT & DETAILS ";;' _- " P201 02 SANITARY PIPING PLAN & CALCS m �.Nts��, a.» ,3R�INGG W .. . P202 03 SANITARY PIPING ISOMETRIC if P301 04 POTABLE WATER PIPING PLAN & CALCS lt P401 OS PROPANE PIPING PLAN & CALC$ JOHN W. LANCFORD ENGINEERING, EE 238 DOVER STREET - - P402 O6 PROPANE PIPING ISOMETRIC BOCA RATON, FLORIDA 33487 _ - Tel. (561) 237-5223 ` Fax (561) 237 5680 + www JWLENGINEERING com '. ANY DESIGN CHANGES TO THE SYSTEM - - LEGC DESCRIBED IN THESE PLANS WITHOUT THE END PRIOR WRITTEN APPROVAL OF THE ENGINEER ---- -- ----- - OF RECORD WILL VOID THESE PLANS. ALL EXPENSES INCURRED DUE TO THESE CHANGES WILL BE THE RESPONSIBILITY OF THE PARTY - R LINE NOT FILTERED COLD WATER G sucH PERFORMING CHANGES. �' --NF - FILTERED COLD WATER LINE U HW. 1/2' (0.5 FU) /�... I i ,i I<.- >~.u: ------ . .:i-1I i 39FAt: R oiHW. 1" (6.5 FU) ' - - - - - - HOT WATER LINE o FEE { f :�� HR, 3/4" TOTAL FIXTURE UNITS (60.6 + 20.8) . 81.4 HOT WATER RETURN LINE 7 o -_ g I : POTABLE WATER UP TO LVL 03 o A WAT #i -IN ". - MIN. SIZE WATER SERVICE: 1-1/2 SANITARY LINE POT BI - - .. -- , -.r I I CW. 3/4 �(2.7,{, gu) ;I o LVL'02, OVERhEAO HW. 1 2'r0s11 ova t „': MIN. SIZE WATER METER: 1-1/2 a a GAS LINE PO C�BCf 2wAiR U1 Tb LVL 03 I ( ) 0 3 a a.o Fu H.B. / ( ) / u' ,tatY't?t:R :i. c CONDENSATE LINE. ° _.� euEx HW. 1/2' (1.0 FU) ----- He. 3/a POTABLE WATER UP TO VL 1)D5vtSHWR. TO H OF PIPE. 250' TOTAL LENGTH ,e,ftar.: r E, I_[POT7ABLE Cw. t z' 1.o Fu aaDRAIN LINE�>Au BetSre.EADER -:�" I! / ,( ) jl _ ...- - RAIN WATER L LINE (RWL),,,---!!!---HW. 1/2_('1.0 FU) _ .. 0HR.3/a" --------- -- VENT LINE LnPOTABLE WATER -IN LVL 02 OVERHEAD X� FLOOR DRAIN ABLE WATER UP TO LVL 03 WATER IN ^ - i cw. 3 a". 2.7 FU) ! CW. 1" (6.7 FU) (IN SHUT-OFF VALVE. f--•'I F•�•I / ( ) I » LVL 02 OVERHEAD - :: I :: HW. 3/4 (1.5 FU) ; U Of POT Hw. ,/2° (0.5 FU) CW. 1' (7.7 FU) HR. 3/4' HOSE BIBB WITH S.O.V. o HW. 9/4 (2.5 FU) II t?B..N,$.., - H.B. M; z 1, POTABLE WATER UP TO LVL 0' -_----_---� POTABLE WATER UP TO LVL 03 BATH 3 cl„A. &VACUUM BREAKER ai- CW. 3/4 (3.0 FU ) 1 O "`���.. cRI :.I'iib 4t , CW. 1/2' (1 0 FU) POTABLE WATER IN j Hill. ,/ (1.0 z r A A V. AIR ADMITTANCE CHAMBER NO M J LVL 02 OVERHEAD.. R ccr, GCO GROUND CLEA UT m _-w POTABLE WATER UP TO LVL 03 ° \_POTABLE WATER UP TO LVL r-RZAcR. Hn- NRV A CW. t" (6.r FU) p3 YMM"����"II hhh------III F { CW. 1/2" (2.0 FU) HW. 3 4 (3.5 FU). S ._ �:... O ,;-.... HW. 1/2" (2.0 FU) HR. 3/4 (0.5 ................... I �{ if z �,....... _ _ W s ',i O POTA�ILE WATER IN LVL 02 OVERHEAD I n,El � I 11 11 :if tl 3 4' 4.0 FU DEi K � / ( ) T'. w r rx a; s. CVF, 3/4 (40 --� ..:...... - \', - d H -_. \ 'r `-- = WC POTABLE WATER UP TO LVL 02 OVOHI7AD 't 3RttRY 4t O _ --. : E ` CW. 1 (9.4 FU) ., CD POTABLECW. 1/2WATER z.0 RI) P f4 LVL 03 0, I* ,. HW. ,' (s.o FU) O HW. 1/2 (2.0 FU) . , - HR.. Kite ... 'si--L _ - 04 Lc) GUESTd. ry'i w.e_- i' POTABLE WATER UP TO LVL 03 Of POTABLE WATER UP TO Iyl_ 03_ o ii cw.1/2• (1.0 FU) ----- m f r`'-^ - HW: 1(2" (1:O FU) - ....... t WR- 1 > s hx' O .. -.-- .:: .::::. .H& 3/A .::... H---.4..... .._ .Fi'' -.�..--.- J POTABLE WATER IN LVL 02 OVERHEADV LLJ ?\ C / HW. 3 46(4.0 FU) a.: w PLAN a NORTH NOR a =r r � a POTABLE WATER PIPING FLOOR PLAN - 2nd LEVEL 5 SCALE: 1/8„ - 1'-0" I � 4{ o POTABLE WATER BELOW GRADE , s, 'N CW. 1-1/2- (69.4 FU) \,x .r H TO WATER POTABLE WATER UP IN WALL .w R METER ---------- -------------------------- ---" - -- _-- --_-_ TO LVL 02 OVERHEAD POTABLE WATER BELOW GRADE u •: w ' - ._. i -: - .....� ICW.. 1-1/2" (69.4 FU) CW. 3/4' (3.0 FU)... >. 0 :x. ru TO WATER \' .::a - - -= k. `------------------- -------- H.B. i'': \ .� 0- -'--------------- ---'-- - . .- - ---- _-....... ----_. �,� L. r _ , METER �, - __ - : ..- r w.--' ___ ....._ - - _ -- .'; '• _ ',. it m __ . y `y- O I : POTABLE WATER BELOW GRADE � � :: ;j7)$LE WATER UP TO LVL 02 OVERHEAD �'I''I !,I F?tsDRr�ta'u 1 itarr,„� � , „ » ti - ,: POTABL3 4M Y.7 F1)UP, T0, LVL 0- ,z O CW.. 1 (So Fu) r�:, I.CW _;T 1/4 (37.2 FU) ! HW. 1" (12.4. FU) F+J i •�\,1NP 'I, W t/2 ', (Os F11 9�ij _II It .!;i% POTABLE WATER IN LVL 01`OVERHEAD I it HR. 3/4' ". x", , .I, E '"? POTABLE WATER. UP TO LVL 03 ._... .', _,»w � :: ,.. � SITTING ..., , JAMIRM �- HW. 1' (12.4 FU) - U ` "': t .r 7"` 'i :: : HW. 1/2° (1.0 FU) i ABTA C7 / ,1, '-:_ 'ter : iYR_�. ,+ , M' H g Sd:45TER _ „- -POTABLE WATER UP To LVL 02 ISLAND z - � m .... .atoft�r*Es �. c,ARA,::_ o ...... r : POT�B �E�VVhYER C) P TO LVL 03 a 1 I. HW. 3/a_ (z.a Fu) I POTABLE WATER UP TO LVL 03 SHWR. 1 HW. 1/z (05 Fit I HEREBY CERTIFY THAT THESE cn....q 3/aS DER MY � .., > PLANS WERE MADE UN +.Jit Iit'3 :._ i 89DHJf:&? II v<T; - / \Lam .,;HR. 3/a' ,w :_' �.h -�-'-- : ; y RESPONSIBLE CHARGE. THIS •: : -I ,. -- ..:i UP>; 11 POTABL€ WATER UP TO LVL=O�. �.I __. .. y�; -�.,; t,,. '. ,DOCUMENT S ELECTRONICALLY / , -- POTABLE WATER IN'LVL Ot OVERHEAD �. c �' �;,I( cw. s/a (z.7 Fu)_, -ram .- -- ®PRovIDE sTFa SHOWER �Hw�\ SIGNED AND SEALED PURSUANT s :. d _xa�'hc..E s 2" 0.5 FU :'�I '�i 1 i''�----- Fn`A... r.':.. v .:--:1:: #' THE CW.;1, (31.2 FU) (' ,. 1:I -'.Hw. 1/. ( i --'_" LA , rs. _ _..--�,..: •---- - 1`0 .SECTION 471,025 'OF 1^ t4.6 FU)-.,_,,, BATH :_._ 1 E ATER UP TO LNL 03 BATH WC, ; a �x - , HR 3/a : 6A-rr::r• - - - --- - LL CW. 1/z (1.D FU) FLORIDA STATUTES AND 61G15 _. ,. BATH " R OF THE FLORIDA la i ` 'I \. :m... !,, HW. (1.0 h', ._, 'I - € A E WATER UP TO LVL 03 1 sla. r „POT POTABLE r, -, _i HR.a/4 ;; _ ':I ADMINISTRATIVE CODE. , w GW.: L011R. PUMP _ 6w: 1/z (z.o Fu) ....BATll WB -< aC= J HB Li. j:iF. P, HW:\1 /2° (2,0 FU) ,a I'y'1�, 'I x AY v\:. 'f :'t `. "L H.B. V, aSK ...... ---- ........- ------- ..._---- ------. I p POTABLE WATER IN LVL 01 OVERHEAD. ' "I `` L " ,- i- POTABLE WATER IN LVL 01 OVERHEAD OUTSIDE SHWR. POTABLE TER UP TO 03 UccHAieAu ,.. \LPOTABLE WATER PJP TO LVL 03 Sy JOHN LANGFORD, FL#69962 ........ I. x: :i I CW. 1° (10.4.FU)60NItS a:GtiA(`sE j CW. 1 (1.0 FU). ,, „ CW..3/45.0 FU) -y ° '? HW. 1- (6.0 FU) HW. 1 2- (1,0 FU) ', CW. 1 (5.7 FU) s : ...:../ --: :- -. -_ .'!. L3.:tiE: HW. 1/2° (0.5 FW)', t if .. HR-.34•-�-"_ S® iLA1N! 8! _ T I -'i o� :., ,-.; L.._._ _•.. R1EvFiA'v_,.AilY---_-_- -1_- -_- -_ -.i,,, HR. 3/4' :...- 30Ni15 nTC18AC-.. , 7. .,...;,, �A. v_ , II ...'I ,�°-..-.. I s K : ""\` •'". v a 4v ftEI ti i NO 9 if NF2YJ \ i if t n POTABLE WATER IN LVL 011 OVERHEAD w { t 1 9.4. N "e ✓ �q� ., cN ( ) r" V•g'i`ATE OF °s I::.. ..HW yr fta :.u, U.. d ..-- .____................... n " -. _. tFv w !n �:.. :rat;!..9. HR.RE 34 .; y 'd r, ¢ ' i :-- - s POTABLE WA�ER BELpJ ADE w. c. -- - O i s YF i H �1` �� is :r .. _. , � ,., :, : n<. <.il ="'P j � I �� �i. _. _ _ _ �`', ._, ... ... .._. t® � (v• LIB{._._._ a :I: ,• 1 I, , :,' - I; i .v t...' } il'; : 1, ;nl �... �: ., Jrf /O 1.mw. } _..._ __3._. >.. , _..._, '::<s� _r_.,, I __..__ _..__ , POTABLE WATER UF'� TO LVL V�3, I _-'-P.OSABLE.-WATER UP TO LVL 03"fit A ab a a , I sAL1.F� die TU STUB CW. t/z (2.o Fu)-'. rt. t" 1.0 Fu llttl4° -- -- ------------- - RR o F� °i©T FR BATH 1 ( I 2014 ':.'h_� ,- J "11(' ail UY Y U WASHER W%4 , • c,: !1 STAND PIPE v✓.E.'� I: u7LI E uix I <. :. , ,. __ : !� x=cft nrn:x2 : k, :.: _,� _, ,,., .:, ,._. , HEpft,^.c',aq. ":� :0rr. Q \ ;; �......w .-" _.._ .:: ,.o.3}ftt�Qh, 4t : .. £. E) ,':. 4 'I' f f.. _ 6ATh+ v , I J \, : STUB .,.: ;, , ,;-;. .... ,,. E :. .I,ILTr� ?��� PIPE PLAN \ t mm t �\-POTABLE WATER UP TO LVL 03 k+ C�,7 , ,,; .. - F.A7F h. - } II II ., � NOTES, EQUIPMENT w) I - ,a a -OUT R WCi tit FUTURE T - ,. ':� , 1 ' - -.. --. :, :. ;', cw. 3/1 .(z7 Fu) I''� % :; l nPOTABLE WATER UP TO LVL 02 OVERHEAD F W ' FUTURESIUB, ,,, L! !I HWIT.i" Hw.lz" os Fu 'x 8c DETAILS FU k1R!, STUB OUT FOR Ldy.. F.. , e it S „ / ( ) F-- I I i ,,,,_. CW. 1' (9.4 FU) �bUT FOR SHWR. S1S . _.it F R LAV... HW. t ° 5.0 Fu ! '\ ',, !':;... - - - - WC_ ------ -. F TURIE StU9 - - w ..._ , .... :::: L I (... I T FOR:;WC L l ______ __ ____ _ _ _ __ _ ___'- ' r; - ------+-`-- - - -- - -- ------ -- --- -- I H.B.00 loo H.B' ° a CW. 3/4° (3.0 FU) PLAN PLAN T, N NORTH [POTABLE WATER BELOW GRADE NORTH lA, r ( ) R PIPINO FLOOR PLAN - 3rd LEVEL I POTABLE WA , ,P.�N IKL � L POTABLE ATE SCALE: 1/8" = 1'-0" - --- ---- -- - SCALE: 1/8" 6- 014042-DRW-520-100-00_00 04 OF 06 I REVISIONS BY DAM ,AWN' iNITIAL ISSUE. .JWLE 072414. PROPANE GAS PIPE SIZING TABLE PIPING SHEET INDEX GAS TYPE PROPANE FBC FUEL GAS REF. TABLE 402.4(26) SCHEDULE 40 METALLIC PIPE PIPE MATERIAL SCH. 40 GALVANIZED PIPE INLET PRESSURE 11.0 INCHES W.C. PRESSURE DROP 0.5 INCHES W.C. MAX DISTANCE TBD FIXTURE TYPE QTY BTUH PER UNIT CFH PER UNIT PIPE SIZE (NOM. IN) REMARKS GENERATOR 1 1,651,000 1,651.0 2 1/2" EST. OF GENERATOR CONSUMPTION CONV. WATER HEAT. 1 75,000 75.0 INST. WATER HEAT. 0 428,400 428.4 1 1/4" OVEN 0 25,000 25.0 RANGE 1 65,000 65.0 3/4° DRYER 2 35,000 35.0 3/4" FIRE PLACE 3 40,000 40.0 3/4" FIRE BOWL 0 40,000 40.0 BBQ 1 40,000 40.0 3/4" PATIO TORCH LTS 0 15,000 15.0 SPA / POOL EQUIP. 1 400,000 400.0 1 1/4" TOTAL 10 2,421,000 2.421 210 ARCH JWLE 3. \. ` V SHT NO SHT NO DESCRIPTION -- --- P101 01 PIPING NOTES, EQUIPMENT & DETAILS \ P201 02 SANITARY PIPING PLAN & CALCS ENGUNEERINGa 03 SANITARY PIPING ISOMETRIC ISOMETR7 P301 04 POTABLE WATER PIPING PLAN & CALCS P401 05 PROPANE PIPING PLAN & CALCS JOHN. W. LANGFORD ENGINEERING, LLC. .-- — P402 1 06 IPROPANE PIPING ISOMETRIC 236 DOVER STREET BOCA RATON, FLORIDA'33487 �y/j�' r --------------- ----------- -I.: ------------------ l() 7-5223 "ro - . (561) 23 Fax '.. www.JWLENGINEERING.00m ANY DESIGN CHANGES TO THE SYSTEM '.. - -------- LEGEND DESCRIBED IN THESE PLANS WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER ...:..-. .-.-.:. ...:-.._ -.: - — - —NF— - NOT FILTERED COLD WATER LINE OF RECORD WILL VOID THESE PLANS. ALL EXPENSES INCURRED DUE TO. THESE CHANGES WILL BE THE RESPONSIBILITY OF THE PARTY PERFORMING SUCH CHANGES. * IW, - - FILTERED COLD WATER LINE — -- - - — HOT WATER LINE — HOT WATER RETURN LINE SANITARY LINE G 0 GAS LINE CONDENSATE LINE A o n DRAIN LINE �1 7 - . 8 7 6 E 0 N 0 N 0 z LLi a 0 I 0 0 oe z g a w a I I 0 0 0 0 ' O ry FIREPLACE 40 CFH j - LVL 02 BBQ PENETRATION o LVL 0240 CFH c / PENETRATION j w EHD-23 (40 CFH). n �ress w � +RANGE 65 CFH Ld LVIL 02__ EHD-30 (80 CFH) i° FIREPLACE Of m PENETRATION GIST 40 CFH g DRYER /�/� LVL 02 ( , �I 1" 1,651 CFH) 35 CFH °" `aPENETRATION o PE GAS ROUTED BELow� LVL 02 EHD-31 (120 CFH c � GRADE/SLEEVE 15 OPTIONAL ' ^y�l;l�, � PENEfRATION� cssr \JAI r " // \\ GENERATOR ° EHD-37 (185 CFH)3/4" (40 CFH) o PE GAS (ROUND 50 aaow � �� 1,651 CFH %� GIST' cssr / GRADE/SLEEVE IS OPTIONAL'// \�� ° a /p EHD-46 (274 CFH) 3/4° (499 CFH)--` \�`€HD-23 (35 .CFH) o / CssT i'� PE GAS ROUTED BELOW �� CSST L I - FIREPLACE DEVELOPED LENGTH 200'� �\ GRADE/SLEEVE IS OPTIONAL ��-48 (499 CFH) 0 40 CFH a FBCP TABLE 402.4(34) cssr MID. PRESSURE X _ ' \ LVL 02 a Fd-ID.'_46 (234 CFH) DRYER LVL 03 m TO PROPANE`N DEVELOPED LENGTH - 110' PENETRATION css 35 CFH PENETRATION a TANK 1" (2,150 CFH) �� FBCP TABLE 402.4(30) o^\ U. PE GAS ROUTED BE �.� LOW PRESSURE OC.. GRADE SLEEVE IS OPTONAL \ - \ ° POOL SPA EQUIP. o WALL PENETRATION 400 CFH / SLEEVE GAS LINE THRU WALL W/... a LVL 02 / o \ AT BOTH ENDS (lYP) EHD 23 (40 CSST GWH \ i PENETRATION �\ LIQUID FOAM L� 199 CFH zr y1151 xav EHD-23 (35 CFH) z �\0 CSST Ld .m n Tom\ j 3/4' (400 CFH).-/ - PE U . G45 ROUTED BELOW i _ GRAD E/SLEEVE IS .OPTIONAL i d z w Q U o J , x Lj N AN PROFANE ISOMETRIC o SCALE` N.T.S. 04 N Q a 5 J a C1 4 ;(yy, INITIAL ISSUE JWLE, 072114 4 e PIPING SHEET INDEX ME`.... ARCH JWLE \ Q N -- --- 1 SHT NO SHT NO DESCRIPTION ---- - - P101 01 PIPING NOTES, EQUIPMENT & DETAILS A P201 02 SANITARY PIPING PLAN & CALCS P202 03 SANITARY PIPING ISOMETRIC ENGINEERING N I P301 04 POTABLE WATER PIPING PLAN & CALCS` - P401 05 PROPANE PIPING PLAN &CALCS aoHN W. ANCFokD ENGINEERING, LLC. _. P402 O6 PROPANE PIPING ISOMETRIC N FLORIDAVERSTREET /� BOCA RATON, LRID33487 Vi' Tel. (561) 237-5223 a Fax. (561) 237-5680 WWW.JWLENGINEERING.com D ANY DESIGN CHANGES TO THE SYSTEM DESCRIBED IN THESE PLANS WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER 1 OF RECORD WILL VOID THESE PLANS. ALL i. EXPENSES INCURRED DUE TO THESE CHANGES —NF— NOT FILTERED COLD WATER LINE WILL BE THE RESPONSIBILITY of THE PARTY A T W PERFORMING SUCH CHANGES. r+i FILTERED COLD WATER LINE r , — - - - - HOT WATER LINE v — HOT WATER RETURN LINE --- 17 SANITARY LINE/1. a ° GAS LINE rT1 ^ � C CONDENSATE LINE � F•L� j_( o u .DRAIN LINE — - RAIN WATER LEADER LINE (RWL) ^ w VENT LINE )3 FLOOR DRAIN ►N SHUT-OFF VALVEHOSE IBB WITH S. & VACBUM BREAKERV Z A A V AIR ADMITTANCE CHAMBER O W GCO.. GROUND CLEANOUT - :^ v- NRV a z �T4 r:) W C/0 11") M 1,L � M � I w 3 n � �e II 3 F. h t h � Asa a 4 .tee L_4 {" y u 1p r, �y W AMIN"; HEREBY CERTIFY THAT THESE PLANS WERE MADE UNDER MY RESPONSIBLE CHARGE. THIS DOCUMENT IS ELECTRONICALLY SIGNED AND SEALED PURSUANT TO SECTION 471.025 OF THE 2 FLORIDA STATUTES AND 61G15 ,'4 OF THE FLORIDA ADMINISTRATIVE CODE. JOHN LANGFORD, FL#69962 s.. ',4i6HgHgggggAfB sY `yes>��vL1AM �q�+sr� No 99 O ... STATE OF 1U s 'ors. 4,0 R le D ,®�® 1er'g�O N July,21, 2014 11;1 w PIPE PLAN NOTES, EQUIPMENT u. & DETAILS is Ida 101h aJ `M Y 14042-DRW-520-100-00_00 06 OF 06 SPECIFICATIONS 3 0 0 0 0 0 I 0 I N P'7 I 3 0 I, N -.4- CD / z w d 0 0 Of z a Of 3 o_ O 0 0 0 I N r7 I 3 it O 3 "cn a J w a z w z z w a L w m D_ m gi N VJ It O N H NO. DESCRIPTION 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL NOT BE SCALED FOR THE EXACT LOCATION OF EQUIPMENT, CABLEWAYS OR OTHER ITEMS. REFER TO THE ARCHITECTURAL PLAN AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT AND CONFIRM WITH OWNERS' REPRESENTATIVES.- 2: THESE PLANS DO NOT SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND MEET ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. QU RE Q 3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2008 EDITION OF THE NATIONAL ELECTRIC CODE, 2007 EDITION OF NFPA 101, 2007 EDITION OF NFPA 72, 2007 EDITION OF FBC WITH 2009 REVISIONS. IN ADDITION, ALL WORKMANSHIP AND MATERIALS SHALL COMPLY WITH APPLICABLE NATIONAL, STATE AND LOCAL CODES, RULES, AND ORDINANCES. 4. THE ELECTRICAL SYSTEM SHALL BE COMPLETELY AND EFFECTIVELY GROUNDED AS REQUIRED IN ARTICLE 250, NATIONAL ELECTRICAL CODE. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF POWER LIGHT 5 E Q , COMPANY AND TELEPHONE COMPANY. 6. ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN A FIRST CLASS, WORKMAN -LIKE MANNER. THE COMPLETED SYSTEM SHALL BE OPERATIVE AND ACCEPTANCE BY E r NGINEER ARCHITECT SHALL BE A CONDITION OF ANY SUB -CONTRACT. CONTRACTOR SHALL PROVIDE A WRITTEN 7. THE MECHANICAL WARRANTY THAT SHALL GUARANTEE ALL C WORKMANSHIP AND MATERIALS FOR ONE YEAR FROM THE 'DATE OF FINAL WORK ACCEPTANCE BY THE OWNER OR OWNERS REPRESENTATIVE 8. INCURRED DUE TO REVISIONS R ARCHITECTURAL AND/OR ENGINEERING EXPENSES THAT ARE INC RR U 0 SUBSTITUTIONS REQUESTED FOLLOWING THE ISSUE OF APPROVED DRAWINGS SHALL BE PAID FOR BY THE CONTRACTOR. 9. ALL 120V GENERAL BRANCH CIRCUITS, CARBON MONOXIDE/SMOKE ALARM COMBO UNITS & LIGHTS TO BE PROTECTED BY ARC INTERRUPTING CIRCUIT BREAKER -PER NEC. EXCEPTION IS GA CIRCUIT TYPE BREAKERS FOUND IN KITCHEN BATHROOM GARAGES AND OUTDOOR.. PROVIDE. TAMPER RESISTANT TYPE RECEPTCLES PER NEC, NORMALLY USED FOR GENERAL POWER AND ILLUMINATION. 10. UNLESS OTHERWISE NOTED, ALL CONDUCTORS SHALL BE COPPER, WITH 'THHN" INSULATION FOR SIZE #10 AND SMALLER. CONDUCTORS LARGER THAN #10 SHALL HAVE 'THWN" INSULATION. ALL CONDUCTORS #10 AND SMALLER MAY BE SOUD. ALL CONDUCTORS 18 AND LARGER SHALL BE STRANDED. 11. THE CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS, AND TESTS. 12. THE CONTRACTOR SHALL BE THOROUGHLY FAMILIARIZED WITH ALL ASPECTS OF THE PROJECT AND SHALL VERIFY ALL CONDITIONS PRIOR TO CONSTRUCTION. 13. ALL INSTALLATIONS SHALL BE COORDINATED BY THE CONTRACTOR WITH OTHER TRADES TO AVOID IMPACTS. 14. ALL REQUIRED CONSTRUCTION INSURANCE FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK SHALL BE PROVIDED BY THE CONTRACTOR. 15. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY PHASE OF THE INSTALLATION WHICH MAY BE DAMAGED. 16. THE ELECTRICAL CONTRACTOR SHALL VERIFY ALL EQUIPMENT FOR PROPER VOLTAGE, PHASE, AND CURRENT BEFORE CONNECTION TO CIRCUITS. 17. ELECTRICAL CONTRACTOR SHALL CHECK AND VERIFY EQUIPMENT FURNISHED AGAINST THOSE SPECIFIED OR INTENDED AND REVISE BRANCH CIRCUITS AS MAY BE REQUIRED WITH PRIOR APPROVAL OF ENGINEER/ARCHITECT. 18. ALL MATERIALS SHALL BE NEW AND SHALL BEAR UNDERWRITERS LABEL WHERE APPLICABLE. 19. EQUIPMENT SHALL BE U.L. APPROVED. 20. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. 21. DISCONNECT SWITCHES SHALL BE H.P. RATED, HEAVY DUTY, QUICK MAKE, QUICK BREAK, WITH ENCLOSURES AS REQUIRED BY EXPOSURE. 22. CIRCUITS SHOWN ON PLANS ARE TO DETERMINE LOAD DATA AND PANEL SIZE. THE CONTRACTOR SHALL PROVIDE CIRCUITS TO SUIT JOB CONDITIONS. 23. FURNISH AND INSTALL UGHTING FIXTURES AND LAMPS AS CALLED FOR ON PLANS, OR AS SELECTED BY OWNER. ELECTRICAL ELEMENTS T ' 24, SERVICE ENTRANCE EQUIPMENT FOR ALL ELE 0 HAVE MIN. A.I.C. RATING OF 42,000 AMPS AND BE NEMA-3R RATED. 25. ALL ELECTRICAL EQUIPMENT AND CABLING RATED 0 75'C CONTINUOUS DUTY, i 6 5 GENERAL NOTES N0. DESCRIPTION T, THE PURPOSE OF THIS DRAWING IS TO PROVIDE HVAC ROUTING AND CONSTRUCTION ETAILS. THESE PLANS DETAIL THE FINAL ARRANGEMENT OF EQUIPMENT AND THEIR ASSOCIATED' APPENDAGES. EXISTING ELEMENT THAT ARE ABLE TO BE RETURNED TO A LIKE NEW CONDITION MAY BE USED, WITH THE OWNERS PERMISSION, IN LIEU OF NEW EQUIPMENT OR MATERIAL. 2' ANY AND ALL QUESTIONS AS TO THE INTENT OF, OR PROCEDURES SET FORTH IN THESE DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE S BMISSION OF A BID. LACK OF KNOWLEDGE OR UNDERSTANDING OF PLANS SHALL NOT JUSTIFY ANY CLAIMS OR EXTRA COMPENSATION_ 3. ALL SYMBOLS MAY NOT BE USED FOR THIS PROJECT. 4. PRIOR TO CONSTRUCTION, THE ELECTRICAL CONTRACTOR SHALL: a.. VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. b. PRIOR TO CONSTRUCTION, THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE E ECTRICAL SERVICE WITH THE UTILITY'S REPRESENTATIVE. c. NOTIFY THE ENGINEER OF ANY CHANGES REQUIRED TO COMPLETE NEW CONSTRUCTION. 5. NEW ELECTRICAL SERVICE EQUIPMENT SHALL MATCH EXISTING A.I.0 RATING. EXISTING EQUIPMENT A.I.C. RATING MAY DIFFER. 6• PROVIDE 3/4"C WITH PULL WIRE. STUB ABOVE CEILING. 7. ALL LIGHTING FIXTURES 0 FIXTURES AND FANS TO BE SELECTED BY 'OWNER/ARCHITECT,UNLESS HERWISE NOTED. B. ARCHITECT TO SET MOUNTING HEIGHT FOR ALL FIXTURESWHERE APPLICABLE, UNLESS OTHERWISE NOTED. 9. FOR FLOOR RECEPTACLES PROVIDE BRASS COVER AND COVER PLATE AND FLUSH WITI FLOOR. VERIFY EXACT LOCATION WITH GC/OWNER. PROVIDE 1/2' C UNDER SLAB FROM WALL Y. 10. BX CABLE WAY USED LIEU CONDUIT. 11. PROVIDE GREEN WIRE GROUND TO ALL EXTERIOR FIXTURES EXCEPT WALL MOUNTED) )ND JUNCTION BOXES. 12. CONTRACTOR TO CONFIRM CABLE LENGTH FROM UTILITY TRANSFORMER/METER TO FIRS CONNECTION POINT MEET THE NEC MINIMUM VOLTAGE DROP REQUIREMENTS. 13. PROVIDE A LIGHTING FIXTURE WITH RECEPTACLE OUTLET CONTROLLED BY A SWITCH LOCATED AT THE PASSAGEWAY OPENING. 14. ELECTRICAL CONTRACTOR SHALL VERIFY THE HEIGHT OF ALL EQUIPMENT PRIOR TO INS ALLATION 15. SWITCHES ARE TO BE MOUNTED AT 48" ABOVE FINISHED' FLOOR, UNLESS OTHERWISE ,,LLOTED. 16. VERIFY EXACT LOCATIONS OF ALL KITCHEN EQUIPMENT WITH THE OWNER/ARCHITECT P1410R TO CONTRACTION. VERIFY MOUNTING HEIGHTS OF RECEPTACLES. 17. VERIFY MOUNTING HEIGHT OF TELEVISION OUTLETS WITH OWNER, PRIOR TO CONSTRUCTION. 18. ELECTRICAL CONTRACTOR SHALL REVIEW AND COORDINATE ALL DATA, TELEPHONE, CAB, E, AND OTHER LV AUDIO VISUAL & LIGHTING SYSTEMS WORK AND MATERIAL WITH THE LOW VOLTAGE CONSULTANT AND INTERIOR DESIGNER. 19. AV POWER BY OTHERS. ELECTRICAL' CONTRACTOR TO OBTAIN ALL LOADS PRIOR TO STALLATION. LOAD CALCULATIONS APPROXIMATE' SO. FT.: 6,390 QTl GENERAL LOADS DESCRIPTION KVA _ GENERAL POWER & LIGHTING 3'VA SQ. Fr.)19,2 1 ALARM, FIRE 0.5 KVA' UNIT 0.5 3 APPLIANCE, REFRIGERATION 1.5 KVA UNIT 4.5 1 COFFEE 1 KVA UNIT - 1.0 2 DISHWASHER 1.2 KVA UNIT 2.4 1 DISPOSAL 0.9 KVA/UNIT) UNIT 0.9 1 DOUBLE OVEN, ELEC 11 KVA UNIT 11.0 2 DRYER, GAS 1.5 KVA/UNIT) 3.0 9 DWELLING SMALL APPLIANCE & LAUNDRY 1,5 KVA UNIT 13.5 1 ELEVATOR, LTS 0.5 KVA UNIT 0.5 5 FAN, SUPPLY EXHAUST 0.4 KVA1)NIT 1.8 2 GARAGE DOOR 0.5 KVA UNIT 1.0 1 HEATER, GAS 0.5 KVA UNIT 0.5 2 HOOD 1.5 KVA UNIT 3.0 1 JACUZZI PUMP 5 KVA UNIT 5.0 1 KITCHEN & BAR EQUIPMENT 1 KVA UNIT 1.0 1 LIFT POWER 1.5 KVA UNIT 1.5 1 LIGHTING, LANDSCAPE 1.5 KVA UNIT 1.5 2 LIGHTING POOL SPA 0.5 KVA UNIT 1.0 1 PUMP HOT WATER RECIRC 1.5 KVA UNIT 1.5 1 PUMP, JACUZZI 6.2 KVA UNIT 6.2 1 PUMP, POOL SPA 6.2 KVA UNIT 6.2 1 RANGE, GAS 1.8 KVA UNIT 1.8 2 SHADES (1.5 KVA UNIT 3.0 7 SPARK POWER 0.5 KVA UNIT 3.5 1 STEAM SHOWER 4.5 KVA UNIT 4.5 2 TIME CLOCK POOL SPA 0.5 KVA UNIT l:0 4 VAV 0.6 KVA UNIT 2.4 1 WARMING DRAWER 1.5 KVA UNIT 1.5 2 WASHER 1.5 KVA UNIT 3.0 TOTAL KVA LOAD 107.4 SERVICE LOAD CALCULATIONS DESCRIPTION. KVA REMARKS. FIRST 10 KVA 0 100% 10.0 KVA REMAINDER KVA 0 40% 38.9 KVA COOLING ® 100% 32.2 KVA ELEVATOR 0 100% 10.0 KVA DOCK EQUIP. ® 100% 0.0 KVA TOTAL KVA LOAD 91.7 KVA SERVICE SIZE AMPS: 456.0 A INCLUDES 20% MARGIN 20. PROVIDE FEED BACK AND CONTROL TO LV CONTROL SYSTEM. 21. LIGHTING NOT INDICATED AS SWITCHED OR POWERED IS TO BE CONNECTED VIA LOW VOLTAGE SYSTEM. 22. POWER BATHROOM EXHAUST FANS THROUGH LOCAL LIGHTING CIRCUIT. 23. ALL A/C DISCONNECTS, EXTERIOR EQUIPMENT, & POOL/SPA EQUIPMENT TO BE NEMA3R RATED. 24. ALL ENTRANCES TO GRADE SHALL BE SUPPLIED WITH A LIGHT FIXTURE AND SWITCH. 'VERIFY WITH INTERIOR DESIGNER/LOW VOLTAGE SYSTEM PLANS. i I - ELECTRICAL A/C LEGEND UNIT NO. PNL. FEED V/P/Hz CONDENSING UNIT AIR HANDLER UNIT REMARKS FEEDERS C.B.(NEMA3R) FEEDERS C.B.(NEMA1). AHU 1 1 " 2 #10'S THWN Cu 2 #8'S THWN` CU CU 1-1 1 #10 GND 1/2" 1 #10 GND 3/4" AHU 1-2 A 240/1/60 2 #B'S THWN CU 40 THWN CU ;60 CU 1-2 1 #10 GND 3/4" 1 #10 GND 3/4" AHU 2-1 C 240/1/60 2 #12'S THWN CU 20 2 #10'S THWN CU 35 CU 2-1 1 #12 GND 1/2" 1 #10 GND, 1/2" AHU 2-2 B `240/1/60 2 #B'S THWN CU 40 2 #6'S THWN CU I60 FAN POWER IS FED THROUGH CONDENSING UNIT CU 2-2 1 #10 GND 3/4" 1 #10 GND 3/4" FCU G-1 240/1/60 2 #12 S THWN CU 0 2 #12'S THWN CU _ FAN COIL POWER IS FED THROUGH CONDENSING UNIT - CU G1 #N/A -}/2" #N/A 1./2" EQUIPMENT SCHEDULE DWG TAG CITY MNF.OR EQUAL MODEL OR EQUAL ELECTRIC (VolUPhs/Hz) Bf�EAKER CIRCUIT SIZE LOCATION REMARKS EMERGENCY GENERATOR 1 GENERAC QT100 120/240 10-3W 450 EXTERIOR GRADE LVL g (VENERATOR NOTES _ ✓" NO. "DESCRIPTION 1. FUEL TYPE: NATURAL GAS. OPTION EQUIPMENT TO INCLUDE SILENCING MUFFLER AND TIME DELAY (START)/TIME DELAY (STOP) NEW SR ENCLOSURE 2• AUTOMATIC TRANSFER SWITCH - GENERAC -2P - 600 AMPS 120/240 10-3W SOLID NEUTRAL. TRANSFER SWITCH TO HAVE PILOT LIGHTS TO SHOW POSITION OF SWITCH AND LOCKA�LE COVER. 3. LOAD SHEDDING IS REQUIRED. 4 I 3 .Nqtl----- - A [MIT iNITIALISSUE Eff JWLE0721-14 POWER SHEET INDEX- ARCH BHT NO DESCRIPTION SHT NO E101 01 POWER NOTES, CALCS, RISERS°& PNL'- SCHEDULES E102 02 PNL SCHEDULES E103 03 LOAD CALCS ' ----- -----. E201 04 POWER PLAN - FIRST FLOOR E202 05 POWER PLAN - SECOND FLOOR JOHN W. LANGFORD ENGINEERING, LLC 238 DOVER STREET r------- - - ---- ...--- - E203 06 POWER PLAN - THIRD FLOOR BOCA RATON, FLORIDA 33487 , ; ::..:: ....... Tel' (561) 237-.5223 Fax. (561) 237-5680 www.JWLENGINEERING.com - ANY DESIGN CHANGES TO THE SYSTEM ' DESCRIBED IN THESE PLANS WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER-' --- ----- - ------ - OF RECORD WILL VOID THESE PLANS. ALL. EXPENSES INCURRED DUE TO THESE CHANGES WILL BE THE RESPONSIBILITY OF THE PARTY PERFORMING SUCH CHANGES. a z w J LL NOTE: ALL A/E DISCONNECTS & POOL/SPA EQUIP ENT TO BE NEMA-3R RATED. N Er,01 II (2) RUNS OF �..... .. (2) RUNS OF 2-1 2" j I f..-. 2-1/2" C. W/ C. W (3) 250 MCM & (3) 250 MCM (1) #1 GND THWN CU } "MDP" l .. J ¢ (2) RUNS OF 2-1/2" Cr. r. PNL 'A' PNL 'B' PNL 'C' PNL'L W/ (3) 250 MCM 2 RUNS OF 2 1 2 (2) RUNS ~o (3) 250 M M; (1) #2/0 & (1) #1 GND THWN 3 4/0 ((1)) #4 GND 3 4/0 ((1)) #4 GND 3 3 ((1)) ##6 GND 3 3 ((1)) ## 1 3 (( )) ## POOL SPA 2P-450A EQUIPMENT EQUIPMENT C.B. a THWN CU CU THWN CU THWN CU THW<J CU THWN6CUND T1HWN6CUND 40 2P- • 3)) 8'S 2P� 40 F 40 F 0 2"C. 2"C. 1-1/4"C. 1-1/4"C. 1I-1/4"C i) 10 GND 1; 10 GND EMERGENCY _ GROUNDING BRIDGE ARLINGTTON INDUSTRIES NHWN CU THWN CU GENERATOR 0 MODELrB5E INC WITH CONDUITIN FLEX. 3/4" IN FLEX 3/4" ¢ E. ----- - - - . ......... .. . --- - - . ---- - CONDUITTIGHT (1) #2/0 (1) #2r0 ) �! / THWt11C� N_ BOND TO N *, A TO FPL TRANSFORMER 120-24UV/1PH/60HZ CWP. = BOND TO 5 8"0x1OFT FOUNDATION STEEL / (2) RUNS OF 2"C. EACH 1 1 0 c)# r N GND ROD W 3 4 0 CU , 1 0 O # / (1)#3 GND THWN BOND TO O_ CWP. =. BOND TO 5/8"9+x1OFT FOUNDATION STEEL 0 GND ROD N ¢ CD RISERS CALCS & NOTES B5 SCALE: N.T.S. N w Q ! I 0 J a i i Y I N 7 I z a IP p w LEGEND s Z U k== O __ -aSIGNLE RECEPTACLE �,-_ GARAGE DOOR OPENER DUPLEX RECEPTACLE ' + O T . JUNCTION BOX FOR. FUTURE CONNECTION HIDDEN DUPLEX RECEPTACLE F--1 CFl GROUND ,FAULT INTERRUPTOR III Ir I'`11 I"'1 EF EXHAUST FAN _ L�Uj Fl - GROUND FAULT INTERRUPTOR ® N# II��,,�J z (WATER PROOF). - .: T-1 L.Ci ,L-I Cn SMOKE/CARBON MONOXIDE DEFECTOR ® j71 1/2 SWITCH-.DUPLIX. RECEPTACLE j ^ FLOOR OUTLET ® DOORBELL CHIMES QUAD RECEPTACLE ® SPEAKER'S ® 240 VOLT RECEPTACLE m _y40 .SWITCH ELECTRICAL PANEL m t4® SWITCH 3-WAY .ELECTRICAL METER': ,I��.I-I� .2 •'ill SWITCH, 4-WAY a II t4® SWITCH, DIMMER/RHEOSTAT Q :FUSE DISCONNECT M ---- -.-:- ' -EA® SWITCH, WATERPROOF -m SP .SPARK POWER MOP. 1WI. {s}® SWITCH, MOTION SENSOR _,_.__,__ CABLE THERMOSTAT sr=es.^:ca 0 TELEPHONE/DATA PORT oo®® ,LOW VOLTAGE CNTRL. SWITCH'x' -� .TELEVISION. JACK i..i I " I x l i ,.1 p SYMBOLLEGEND %J r- UNDER CABiNti � FIXTURE. J BOX w/OPT. .._.-_ ....._. ......:.: FAN/LIGHTL a< ems, FLOURESCENT FIXTURE c; 1 n M (PC)--- PULL CORD FIXTURE O RECESSED LIGHT FIXTURE;,-' _ i . C-> REC'D ADJUST FIXTURE OVP VAPOR PROOF RECESSED _ h; 0 ,rY a: CEILING MOUNTED FIXTURE � � EXHAUST FAN WALL MOUNTED FIXTURI INLINEEXHAUST PAN % g-.w .. ...... ........ ....... ......... 1 3"`A" sl Ig •, v DOOR JAMB SWITCH FLOOD/SECURITY LIGHTS I �, ;z. N. U M� FIRE ALARM NOTES k l :s Y JIM 1 REM 2t1 �4 HEREBY CERTIFY THAT THESE 4. PLANS WERE MADE UNDER MY Lxa RESPONSIBLE CHARGE.' THIS M ffiDOCUMENT IS ELECTRONICALLY SIGNED AND SEALED PURSUANT E.O.L.TO SECTION 471.025 OF THE SID SD SD SD SD SD SD W FLORIDA STATUTES AND 61G15 O� THE FLORIDA A MINISTRATIVE CODE. AI,MIER HABAYEB, FL#70801 E.O.L. SIDSO x E.O.L. I)K_ S ."0 ; 5TTE OF �- p� 3/4"COND: ip` itxEOR��P" 61 �� July�t11I il4 FIRE ALARM PANEL c-13 POWER PLAN W/ BATTERY , NOTES, EQUIPMENT 1C#8 BACK-UP SPECS. & CALCS .. 1• F L SMOKE DETECTOR MISER SCALE: N.T.S. c: 2 1 14042-DRW-321-100-00_00 01 OF 06 NO. DESCRIPTION 1. PROVIDE AC POWER TO SMOKE DETECTORS FROM DWELLING UNIT POWER PANEL. 2• FIRE ALARM PANEL IS REQUIRED" PER NFPA 72-11.8.2.2(2) (NEC 2008) [NFPA 72-29.8.2,2(2) (NEC 2012)] WHEN THE NUMBER OF SMOKE DETECTORS EXCEEDS (12) MAKING SINGLE CIRCUIT WIRING FOR POWER PROHIBITED. ALL SMOKE ALARMS & CARBON MONOXIDE ALARMS TO BE COMBO UNITS AND TO HAVE BATTERY BACKUP AND SIGNAL SIMULTANEOUSLY W/ TEMPORAL SOUND. SMOKE/CARBON ALARMS TO BE 3 LOCATED MIN 3' 0" FROM: R/A & SUPPLY GRILLS, KITCHENS, BATHROOMS. SMOKE DETECTORS SHALL BE LOCATED AT THE HIGH POINT OF THE SPACE. E 3 0 CD 0 0 0 I CD 0 N T'] I 0 I ELECTRICAL PANEL SCHEDULE PNLTAG R. 2 A GENERAL HOUSE PWR. PANEL TYPE: LOAD CENTER 1 PANELAMPS: 225 M NMN ou c SURFACE VOLTS: 120/240 10-3W I I.MFG: ISQUARED OR EQUAL POSITIONS, 142 1 MIN AIC 122,000 AMPS SERIES TED BUS KVA LOAD COND. WIRE SIZE POLE AMPS CKT BUS CKT AMPS POLE WIRE .SIZE COND. LOAD - BUS KVA A, B A'.. B 4.5 AHU 1-1 (2) (4)' 3/4 8 2 50 1 x 2 30 2 10 1/2' CU 1-1 (2) (4 2.8 4.5 » P n » 3 X 4 P P 2.8 18 AHU 1-2 (2) (4) 3/4 6 2 60 5 x 8 40 2 g 3/4" CU 1-2 2 4 3.4 5.8 » 117 X 8 „ » 3.4 5:5 OVEN DOUBLE ELEC 2 ) 3 4 6 2 60 9 x 10 15 1 14 - VAV S 2 5 ) 0.6 5.5 11 1p pp 11 X1 12 15 1 14 - VAV S25 0.6 1.8 RANGE, 48", GAS 1 2 12 1 20 13 X 14 20 1 12 - EXHAUST HOOD', (5) 1.5 0.0 SPARE - 14 1 15 15 X 16 20 1 12 - WASHER 1.5 1.5 RECIRCULATING PUMP 1 2 12 1 20 17 X 18 15 1 14 - DISHWASHER 1.2 1.5 DRYER, GAS. (2) - 12 1 20 19 X 20 15 1 14 COFFEE MAKER 2 ) 1.0 0.9 DISPOSAL - 1 14 1 1 15 21 X 22 20 1 12 1 - IRECEPT, KITCHEN SM APP 1.5 1.2 DISHWASHER - 14 1 15 23 X 24' 20 1 12 RECEPT, KITCHEN SM APP 1.5 1.5 WARMING DRAWER - 12 1 20 25 X 26 > 15 1 1 14 RECEPT, KITCHEN 1.1 1.3 RECEPT, GRAND ROOM - 14 1 15 27 X 28 20 1 12 SHADES, MOTORIZED 2 1.5 1.5 RECEPT, POWDER ROOM - 12 1 20 29 X 30 15 1 14 - RECEPT, OFFICE 1.1 1.5 SHADES, MOTORIZED- (2) - 12 1 20 31 X 32 15 1 14 - RECEPT, GAME'RM 0.7 0.5 RECEPT, EXTERIOR 1 2 14 1 55 33 X 34 15 1 14 - RECEPT, GUEST ROOM 1.3 1.5 RECEPT, BATHROOM - 12 1 20 35 X 36 15 1 14 - RECEPT, LIBRARY 1.4 0.5 RECEPT, OUTDOOR LIVING 1/2' 14 1 15 37 X 38 15 1 14 - RECEPT, GARAGE 1.3 1.6 RECEPT, R. GENERAL USE - 12 1 20 39 X 40 20 1 12 - RECEPT, CABANA 1.5 0.0 1 ISPARE - 14 1 1 15 1 41 X 42 15 1 14 ISPARE 0.0 Nr OA 39.8 KVA / OB 140.4 KVA z LLJ D_ O FEEDER CITY1 FEEDERCU 4/0 GRNDCU (1) 4 p... GONG. (1) 2 g p O_ I 0 . o PANEL LOAD CALCULATIONS REMARKS: SEE LOAD CALCULATIONS (1) MAIN LUGS ONLY. 2 CONFIRM ELECTRICAL REQUIREMENTS. 3 PROVIDE AR T INTERRUPTING CIRCUIT BREAKER. 0 IDE ARC -FAULT L (4) NON -CONCURRENT LOADS. PROVIDE "HACR" RATED BREAKER. (5) VERIFY LOCATION. (6) POWER EVAPORATOR UNIT THROUGH CONDENSING UNIT. SEE MNF. INSTALL DIRECTION. O BE SUPPLIED W GFI BREAKER IAW NEC 680.22 B (7) POOL/SPA EQUIP. T / R ( ) (8) CONTROLLED THROUGH TIME CLOCK (9) NEMA 313 ENCLOSURE ELECTRICAL PANEL SCHEDULE PNLTAG C GENERAL HOUSE PW . 2 PANELTYPE: LOAD CENTER 1 PANELAMPS: 125 MOUNTING RECESSED VOLTS: 120/240 10-3W I I POSITIONS, 142 1 MIN.AJC 22,000 AMPS SERIES TED CD , I BUS KVA LOAD COND. WIRE SIZE POLE AMPS A B 3.0 AHU 2-1 2 (4) 1 2 10 2 35 0 3.0 » P j 0 / 1.5 REFRIGERATOR - 12 1 20 0.5 GARAGE DOOR - 14 1 15 1.1 IRECEPT, MAST BED! RM : - 1 14 1 1 15 1.5 IRECEPT, MAST BATH - 12 1 20 0.5 SMOKE DETECTORS 1 2 14 1 15` 1.5' GENERAL LIGHTING - 12 1 20 0.5 ELEVATOR LTS. 1 2 14 1 15 Lz N z -w, 0.6 VAV(S) 2 5 - 14 1 15 0.4 SUPPLY EXH FAN - 14 1 15 - SPACE < " Cn N O n P n d „ ,r » P o CN / 0A 115.3 KVA PANEL LOAD CALCULATION w O o_ 08 14.9 KVA SEE LOAD CALCULATIONS FEEDER QTY 1 Ox � FEEDER CU GRNDCU COND. 1 (1) 6 (1) 1-1/4" O 0 / a 0 CD Z 2 BUS CKT AMPS POLE WIRE SIZE COND. LOAD BUS KVA A B X 2 20 2 12 1/2" CU 2-1 2 4 7 X 4 „ „ 1.7 X 6 20 1 12 - UC. REFRIG. 1.5 X 8 15 1 14 - GARAGE DOOR 0.5 X IV' 15 1 14 RECEPT, MAST BED RM 1.1 X 12 20 1 12 UC. REFRIG 1.5 X 14 20 1 12 - .GENERAL LIGHTING 1.5 X 16 20 1 12 - GENERAL LIGHTING 1.5 X 18 15 1 14 - SUPPLY/EXH FAN 0.4 X 20 15 1 14 - SUPPLY/EXH FAN 0.4 X 22 25 2 12 1/2" STEAM SHOWER (2) 5) 2.3. X 24 „ » P 2.3 X 26 - - - - SPACE - X 28 P X 30 » » X 32 P » » P X 34 X P „ 36 X 38 n P X 40 „ X 42 » „ REMARKS: - (1) MAIN LUGS ONLY. (2) CONFIRM ELECTRICAL REQUIREMENTS. (3) PROVIDE ARC -FAULT INTERRUPTING CIRCUIT BREAKER. (4) NON -CONCURRENT LOADS. PROVIDE "HACR" RATED BREAKER. (5) VERIFY LOCATION: (6) POWER EVAPORATOR UNITTHROUGHCONDENSING UNIT. SEE MNF. INSTALL DIRECTION. (7) POOL/SPA EQUIP. TO BE SUPPLIED W/ GFI BREAKER IAW NEC 680.22 (B). (8) CONTROLLED THROUGH TIME CLOCK (9) NEMA 3R ENCLOSURE ELECTRICAL PANEL SCHEDULE PNLTAG L GENERAL HOUSE PWR.: 2 PANELTYPE: MFG: LOAD CENTER : 1 PANELAMPS: 1100 1 1 MOUNTING SURFACE voLrs: 120/240 10-3W SQUARED OR EQUAL POSITIONS: 30 MIN.A.I.c 22AM ,000 PS SERIES TED / _cn Of LJ Kn U w z Ld J ' L� w J U N F- GENERAL LIGHTING®®Om®■1®0�®®® ®®GENERAL LIGHTING ® ® & III®'■IIIr■11✓�IIII■®® 111� �® �O®_m®0■mom®®® 1�� ®® ®®®® ®® ®®®® 0A 6.0 .KVA PANEL _ U 0e 6.0 KVA. SEE L LC FEEDER CITY 1 - Ttl FEEDER CU 3 N GRIND CU (1) 6 _ n GONG (1) 1-1/4P N a 0 N w Q -o 0 J a X 40 " X 42 P " REMARKS: " (1) MAIN LUGS ONLY: (2) CONFIRM ELECTRICAL REQUIREMENTS. (3) PROVIDE ARC -FAULT INTERRUPTING CIRCUIT BREAKER. (4) NON -CONCURRENT LOADS. PROVIDE "HACR" RATED BREAKER. (5) VERIFY LOCATION. (6) POWER EVAPORATOR UNIT THROUGH CONDENSING UNIT. SEE MNF. INSTALL DIRECTON (7) POOL/SPA EQUIP. TO BE SUPPLIED W/ GFI BREAKER IAW NEC 680.22 (B). (8) CONTROLLED THROUGH TIME CLOCK (9) NEMA 3R ENCLOSURE ELECTRICAL PANEL SCHEDULE PNLTAG B USE PWR. 2 GENER L HOUSE PANEL TYPE: LOA D CENTER 1 PANELAMPS: 225 MOUNTING Mou SURFACE voLrs: 120/240: 10-3W I I MFG SQUARED OR EQUAL POSITIONS: 142 MIN AIC 22,000 AMPS SERIES RATED :.BUS KVA LOAD COND. WIRE SIZE POLE AMPS CKT BUS CKT AMPS POLE WIRE SIZE COND. LOAD BUS KVA ' A. B'... A B 0.1 AHU 1-4 (2) (4) 1 2 14 2 15 1 X 2 20 2 12 1 2 CU 1 4 (2) (4 2.1 0.1- P 11 ,r 3 X 4 » ,, n 1 2.1 5.8 AHU 2-2 2 4 3 4 6 2 60 5 X 6 40 2 8 3 4 CU 2-2 2 4 3.4 5.8 » 117 X 8 P .1 11 3.4 0.5 WATER HEATER SPK. PWR. _ 14 1 15 9 x 10 15 1 14 - SPARE 0.0 0.0 SPARE - - 14 1 15 11 x 12 20 1 12 - CHANDELIER LIFT PWR, 2 1.5 1.6 RECEPT, R. GENERAL USE - 12 1 20 13 x 14 15 1 1 14 1/2" RECEPT, EXTERIOR 0.5 0.6 VAV S 2 5 - 14 1 15 15 X 16 15 1 14 - RECEPT, BEDROOM 2 1.4 1.5 RECEPT, BATH ROOM - 12 1 20 17 x 18 15 1 14 - PT BEDROOM 3 RECEPT, r 1:4 1.4 RECEPT, BEDROOM 4 RE - 14 1 15 19 X 20 20 1 12 - RECEPT, LOUNGE REC , 1 .8 1.5 IWASHER - 12 1 20 21 X 22 15 1 14 1 - SPARE 0.0 1.5 RECEPT, LAUNDRY/UTIL - 12 1 20 " 23 X 24 20 1 12 - DRYER, GAS. (2) 1.5 1.6 RECEPT, R. GENERAL USE - 12 1 20 25 X 26 20 1 12 - RECEPT, SMALL APPLIANCE 1,5 2.5 JACUZZI TUB 2 5 - 10 2 30 27 X 28 20 1 12 - MIR OWAVE 2 5 1.5 2.5 " " 29 X 1 30 15 1 14 0.5 0.5 SPK: PWR. 1 2 14 1 15 31 X 32 15 1 14 R. 0.5 1.5 EXHAUST HOOD 5 - 12 1 20 33 X 34 15 1 14 - HALLWAY 0.4 0.5 SPK: PWR. 1 2 14 1 15 35 R 36 15 1 14 WSPK.R: EXH FAN 0.4 0.4 SUPPLY EXH FAN - 14 1 15 37 X 38 15 1 14, 0.0 0.0 SPARE - 4 T 15 39 X 40 - - - SPACE - - - 41 X 42 - - OA 26.8 KVA PANEL LOAD CALCULATIONS REMARKS: ee 27.0 KVA SEE LOAD CALCULATIONS (1) MAIN LUGS ONLY. 2 CONFIRM ELECTRICAL REQUIREMENTS. FEEDER QTY 1 (3) PROVIDE ARC -FAULT INTERRUPTING CIRCUIT BREAKER 4/0 (4) NON - CONCURRENT LOADS. PROVIDE "HACR RATED BREAKER FEEDER CU GRNDcU (1) 4 (5) VERIFY LOCATION. COND. (1).2 (6) POWER EVAPORATOR UNIT THROUGH CONDENSING UNIT. SEE MNF. INSTALL DIRECTION, FI BREAKER IAW NEC 680.22 B . (7) POOL/SPA EQUIP. TO BE SUPPLIED W/ G ( ) (8) CONTROLLED THROUGH TIME CLOCK (9) NEMA 3R ENCLOSURE BUS KVA LOAD COND. WIRE SIZE POLE AMPS CKT BUS CKT AMPS POLE WIRE SIZE COND. LOAD BUS KVA A B A B 3.1 POOL PUMP 2 (5) (7 9)_ 3/4 8 2 40 1 X 2 40 2 8 3/4 SPA PUMP 2 5 (7) (9 3.1' 3.1 » 3 X 4 „ 3.1 0.5 POOL HEATER SPK. PWR. 1/2" 14 1 15 5 X 6 15 1 14 1 2 SPA HEATER SPK. PWR. 0.5 0,5 POOL LIGHTS 2)' (5) (7) 1 2 14 1 15 7 X 8 15 1 14' 1 2 SPA LIGHTS 2 5 (7 0.5 0.5 -` POOL TIME CLOCK 1/2" 14 1 15 9 x 10 15 1 14 1/2" SPA TIME CLOCK 0.5 0.5 SPK. PWR. 2 14 1 15 11 X 12 20 1 12 1 2 LA SCAPE LTS 2 1.5 0.0 SPARE - 14 ` 1 15 13 X 14 15 1 14 - SPARE 0.0 - SPACE - - - - 15 X 16 - - - - SPACE - A » P 17 X 18 " »I " " 19 X 2 „ P » 21 X 22 „ » » P P 23 X 44 „ 25 Ix 26 " » 27 X 28 » » 29 X 30 » » 31 X 32 » » 33 X 34 P „35 X 36 " 37 X 38 PIE", „ 39 X 40 „ » » 41 „X 42 OA 8.2 KVA PANEL LOAD CALCULATIONS REMARKS: (1) MAIN LUGS. ONLY. (2) CONFIRM ELECTRICAL REQUIREMENTS. (3) PROVIDE ARC -FAULT INTERRUPTING CIRCUIT BREAKER. (4) NON -CONCURRENT LOADS. PROVIDE "HACR" RATED BREAKER. (5) VERIFY LOCATION. (6) POWER EVAPORATOR UNIT THROUGH CONDENSING UNIT. SEE MNF. INSTALL DIRECTION. (7) POOL/SPA EQUIP. TO BE SUPPLIED W/ GFI BREAKERIAWNEC 680.22 (B). (8) CONTROLLED THROUGH TIME CLOCK (9) NEMA 3R ENCLOSURE 0B 9.2 KYA SEE LOAD:CALCULATIONS FEEDER on FEEDERCU GRIND CU GONG. 1 ^,^ 3 (1) 6 (1) 1-1/4" ^ VINKOI'NS ffY , XI . INITIAL ISSUE -- JWLE : 072i 14 POWER SHEET INDEX N---------------- ARCH SHT NO DESCRIPTION 1 --- BHT NO E101 01 POWER NOTES, CALCS, RISERS: & PNL SCHEDULES "� � E102 02 PNL SCHEDULES -ENGINEERING- =c E103 03 LOAD CALCS E201 04 POWER PLAN FIRST FLOOR �"" EZOZ OS POWER PLAN - SECOND FLUOR JOHN W. ANGFORD ENGINEERING, STRLC.EET -----. - --- ----- 238 DOVER STREET LLLi, - BOCA RATNN', FLORIDA 33487 - --__ _.._.. E203 06 POWER PLAN THIRD FLOOR el. (561) 237-5223 Fax. (561) 237-5680 " - ------------------------- ...... .................... www.JWLENCINEERING.com ........ . _ ___ ...... ANY '.DESIGN CHANGES TO THE SYSTEM. s DESCRIBED IN THESE PLANS: WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER �r/�'--.----- - ���---- - --- OF RECORD WILL VOID THESE PLANS. ALL ^' EXPENSES INCURRED DUE TO THESE CHANGES WILL BE THE RESPONSIBILITY OF THE PARIY PERFORMING SUCH CHANGES. I' 7 'III H m k I Q a CA I m ^ x k ^^ W I C/i H 1-n O 'y 4 R ITS I k \ .,s 03 r< a .N b° ELECTRICAL PANEL SCHEDULE PNLTAG MDP ' 1 2 PANELTYPE: BOLT ON I I PANEL AMP RATING: 600 MOUNTING SURFACE vOLTS. 120 240 10-3W I IMFG: ISQUARED OR ,EQUAL I I POSmoN& 124: MIN.A.Lc 142,000 AMPS BUS KVA LOAD COND. WIRE SIZE POLE AMPS 'CKT BUS CKT AMPS POLE WIRE SIZE COND. LOAD BUS KVA A: B A B 39.8 A GENERAL HOUSE PWR. 2 1 2 4 0 2 225 1 X 2 225 2 4 0 1 2 B GENERAL HOUSE PWR., 2 26.8 40.4 P 3 X 4 , „ 27.0 15.3 C GENERAL HOUSE PWR. 2 1 1-1 4 1 2 125 5 X 6 60 2 6 3 4 ELEVATOR EQUIP. 2 5.0 14.9 7 » „ 5.0 8.2 P POOL SPA PWR. (2) (1 1-1 4 3 2 100 9 X - - - SPACE - 9.2 1. 11 „ n - SPACE - - - 13 X „ P „ 15 E22 n P 17 X „ 19 n „ 21 X „ „ » 23 X 24 » 0A r 95:1 KVA PANEL LOAD CALCULATIONS REMARKS: 0B 96.5 KVA LEG A AMPS.' 396.4 (1) MAIN CIRCUIT BREAKER. LEG B AMPS 402.1 (2) CONFIRM ELECTRICAL REQUIREMENTS. FEEDER(2)RUNS 3 250 - (3) NEMA 3R ENCLOSURES" GRIND (1) 1 PANEL SERVICE AMPS 456.0 FEEDER COND. (2) 2-1/2" (SEE SERVICE CALCS) 6 5 3 4 E„ aa��av HEREBY CERTIFY THAT THESE R PLANS WERE MADE UNDER MY = RESPONSIBLE CHARGE. THIS 5 B " DOCUMENT IS ELECTRONICALLY SIGNED AND SEALED PURSUANT n TO SECTION 471.025 OF THE E F_ORIDA STATUTES AND 61G15 15 OF THE FLORIDA ADMINISTRATIVE CODE. AMIER HABAYEB, FL#70801 \ �.N' CN3F` ;� i i +.0 , jTII ATE OF SS/ O N A; ,������ i;, July 21, 2014' POWER PLAN NOTES, EQUIPMENT, FL IT C SPECS. &CALCS ql POWER PANEL SCHEDULES' x, SCALE: N.T.S. E102 Al 2 1 14042-DRW-321-100-00_00 02 0F 06 E CD 3 O O I O O O O I N M I 3 121 0 1 3 2 POWER SHEET INDEX ARCH SHTNO DESCRIPTION SHT NO E101 01 POWER NOTES, CALLS, RISERS & PNL SCHEDULES _ _ �g E102 02 PNL SCHEDULES m� €�; GINL::a"...I�INGm N 220 PART' III DWELLING LOAD CALCULATIONS NEC ART. 220 PART III DWELLING LOAD CALCULATIONS NEC ART. 220 PART III DWELLING LOAD CALCULATIONS NEC ART. 220 PART' III DWELLING LOAD CALCULATIONS NEC ART. A GENERAL HOUSE PWR. 2 PANEL: B GENERAL HOUSE PWR. 2 PANEL C GENERAL HOUSE PWR. 2 PANEL P POOL SPA PWR. 2 PANEL: VOLTAGE VLL 240 VOLTAGE VLN 120 PHASE 1 VOLTAGE VLL 240 VOLTAGE VLN 120 PHASE 1 VOLTAGE VLL 240 •VOLTAGE VLN 120 PHASE. 1 VOLTAGE VLL 240 VOLTAGE VLN 120 .PHASE 1 TOTAL GENERAL LOAD DESCRIPTION KVA DF TOTAL GENERAL LOAD DESCRIPTION KVA OF TOTAL GENERAL LOAD DESCRIPTION KVA' DF TOTAL GENERAL LOAD DESCRIPTION KVA DF GENERAL LOAD. - GENERALLOAD GENERALLOAD GENERALLOAD 1.0 1.00 1.0 LIGHTING 15.0 x 1.00 = 15.0 LIGHTING 12 4 x 1.00 = 12.4 LIGHTING 7:2 x 1:00 = 7.2 UGHTING x - 0.0 '1.00 - 0.0 SMALL APPLIANCE 7.5 x 1.00 = 7.5 SMALL APPLIANCE .5 x 1.00 - 1.5 ' 1.00 = 4.5 1:5 SMALL APPLIANCE WASHER 1.51.5 O.O x 1.00 = 0.0 SMALL APPLIANCE WASHER x _ O.0 x 1.00 - 0.0 WASHER 5 x 1.00 = 1.5 WASHER x SUBTOTAL = 24.00 SUBTOTAL = 18.36 -- SUBTOTAL = 8.66 SUBTOTAL = 11.0 FIRST 3 KVA (� 100% 3A x 1.00 = 3.0 FIRST 3 KVA @ 100% .0 x 1.00 _ 3.0 FIRST 3 KVA 0 100% 3.0 x 1.00 = 3.0 FIRST 3 KVA ®100% 1.0 x 1.35 _ 1.0 21.0 x 0.35 = 7.4 REMANDER KVA @ 35% 15.4 x 0.35 _ 5.4 REMAINDER KVA @ 35% 5.7 x 0.35 _ 2.0 REMAINDER KVA @ 35% Qd % -0.35 0.0 REMAINDER KVA @ 35� : 0.0 X 0:25 = 0.0 REMAINDER KVA @ 25% 0 X 0.25 _ 0.0 REMAINDER KVA @ 25% 0.0 x 0.25 = 0.0 REMAINDER KVA 0 25% 0.0 x = 0.01 REMAINDER KVA @ 25% GENERALKVALOAD = 10:35 GENERAL KVA LOAD = 8.38 GENERAL.KVALOAD =. 4.98 LO GENERAL KVA LOAD = 1.00. NON DWELLING RECEPTACLE LOAD; NON DWELLING RECEPTACLE LOAD NON DWELLING RECEPTACLE LOAD - NON DWELLING RECEPTACLE LOAD 0.0 0.0 x 1.00 = 0.0 RECEPTACLE .0 x 1.00 - 0.0 RECEPTACLE 0.0 x 1OT = 0.0 RECEPTACLE 0.0 x 1.00 _ RECEPTACLE SUBTOTAL = 0.00 SUBTOTAL = ,1:0.0p SUBTOTAL = 0.00 SUBTOTAL 0.0 1.00 = 0.0 FIRST 10 KVA ®1DO% 0 x 1.00 FIRST 10 KVA @ 100% 0.0 x 1:00 = 0.0 FIRST 10 KVA @ 100% 0.0 X 1.50 = 0.0 FIRST 10 KVA @ 100% x 0.0 0 = 0.5RECEPTACLE 0.0 REMAINDER KVA @ 50% 0 x JA REMAINDER KVA @ 5O% 00 X 050 _ 00 REMAINDER KVA®50% 0.0 x 0.50 - = 0.0 REMAINDER KVA @ 50% x KVA LOAD = 0.00 LOAD RECEPTA LE KVALOAD RECEPTACLE KVA LOAD - 0.00 RECEPTACLE KVA LOAD = 0.00 DRYER LOAD. - DRYER LOAD DRYER LOAD DRYER LOAD 0.0 x 1.00 _ 0.0 DRYER 1.5 1.00 = 1.5 1 DRYER 1.5 x 4 00 = 1.5 O DRYER O.0 x 1.00 = 0.0 0 DRYER 1 DRYER KVA LOAD = 1.50 `' DRYER KVA LOAD = 1.50 DRYER KVA LOAD = 0.00 DRYER KVA LOAD FIXED APPLIANCE LOAD FIXED APPLIANCE LOAD FIXED APPLIANCE LOAD FIXED APPLIANCE LOAD 0.0 8.6 x 1.00 8.8 2 FlXED'APPLIANCE .0 x 1.00 = - 310 9 FIXED APPLIANCE 11.1 x 1.00- _ ` 11.1 0 FIXED APPLIANCE 0.0 X 1.00 = 7; FIXED APPLIANCE 0:0 x 1.00 = 0.0 1 WATER -HEATER 4 5 x .-1.00 0.5 0 WATER HEATER 0.0 x 1.00 = 0.0 O WATER HEATER 0.0 x 1.00 0 WATER HEATER SUBTOTAL = 8.80 SUBTOTAL = 3.50 _ SUBTOTAL - 11.08 SUBTOTAL = 0.00 Of -8.8 0.75 6.6 -3 APPLIED DIVERSITY 3.5 x.. :1.00 = - 3.5 - 9 APPLIED DIVERSITY 11.t x 0.79 _ 8.3 0 APPLIED DIVERSITY O:0 X 1.DO = 0,0 7 APPLIED DIVERSITY x ,-= APPLIANCE KVA LOAD = 6.60 APPLIANCE KVA LOAD = 3.50 APPLIANCE KVA LOAD = 8.31 APPLIANCE KVA LOAD = 0.00 ef COOKING APPLIANCE LOAD " ..,. =' '-COOKINGAPP APPLIANCE LOAD C COOKING APPLIANCE LOAD - COOKING APPLIANCE LOAD 0.0 x 1.00 = 0.0 OOKING COL A 1 C 1.8 x 0.80 = 1.4 0 COOKING COLA, .0 x 1.00 = 0.0 0 COOKING COLA 6 0.0 x 1.00 - 0.0 x 1.00: = 0:0 0.0 0 COOKING COLA 0 COOKING COL B 0:0 x 1.00' 0.0 COL $ 0.0 x 1.00 = 0.0 0 COOKfNG COL B 0 x 1 00 = 0.0 0 COOKING COL 0 COOKING B.0 x 1.00 = 8.0 9 GOr�61p16.GOL C .O x ,1.00 = 0.0 0 COOKING COL C -0.0 x 1.00 = 0.0 0 COOKING COL G 0.0 x 1.00 - 0.0 1 COOKING COL C COOKING KVA LOAD _ - ;' :44 COOKING KVA. LOAD -- - - 0.00. COOKING KVA LOAD - 0.00 .COOKING KVA LOAD 0.00 HVAC LOAD. HVAC LOAD HVAC LOAD HVAC LOAD. COOL - COOL.: COOL. - COOL A C AIR HANDLER FANS / x 1.00 = 8.7 A/C AIR HANDLER FANS - t0 x 1.00 - 1.0 A/C AIR HANDLER FANS - 0.0 X 1.00 = 0.0. A/C AIR HANDLER FANS 2,6 x 1.00 = 2.6 .7 A/C -- FRESH AIR MAKE-UP 0.0 x 1.00 ` _ 0.0 A C -- FRESH AIR MAKE-UP 0.0 X 1.00 = 0.0 A C -- FRESH AIR MAKE-UP 0.0 x 1.00 ,_ 0.0 A/C -- FRESH AIR MAKE-UP .0 x 1.00 = 0.0 A C CENTRAL UNIT LOAD -- COOL ' 3.3 x L00 - 3.3 A C CENTRAL UNIT LOAD - COOL 0.0 x 00 0.0 A/C CENTRAL UNIT LOAD -- COOL 12.4 X 1.00 _ 12.4 A C CENTRAL UNIT LOAD -- COOL 2 .6 x 1:00 = 22.6 LARGEST ,AC EQUIPMENT 3:3 x 0.25 = 0.8 LARGEST AC EQUIPMENT 0.0 x 0.25 = 0.0 LARGEST AC EQUIPMENT - 6.9 z 0.25 - 1.7 L+R GEST AC EQUIPMENT 6.9 x 0.25 = 1.7 - LARGEST HVAC COOL LOAD @ 125% +REST @ 100%SUBTOTAL = 5.20 LARGEST HVAC COOL LOAD @ 125% +REST @ 100% SUBTOTAL = 0.00 LARGEST HVAC COOL LOAD @ 125% + REST @,1'DO% SUBTOTAL = 16.79 LARGEST HVAC COOL LOAD @ 125% + REST @ 100% SUBTOTAL = 33.00 :-.. HEAT HEAT HEAT HEAT 2.6 A C AIR HANDLER FANS 8.7 x 1 00 = 8.7 A/C AIR HANDLER FANS -A/C 1.0 x 1.00 = 1.0 A/C AIR HANDLER FANS 0.0 x 1.00 = 0.0 A C AIR HANDLER FANS 2.6 x 1.00 = AC AIR HANDLER HEAT STRIPS 10.0 1.06 - 10.0 AIR HANDLER HEATSTRfPS 5.0 x 1.00 = 5.0 A C AIR HANDLER HEAT STRIPS 0.0 x 1.00 = 0.0 A C AIR HANDLER HEAT STRIPS - 18.0 x 1.00 - 8.0 A C -- FRESH AIR MAKE-UP HEATING x - 0.0 ' '1.00 = 0.0 A/C -- FRESH AIR MAKE-UP HEATING 0.0 x 1.00 _ 0:0 A C -- FRESH AIR MAKE-UP HEATING 0.20 x 1.00 0.0 A C -- FRESH AIR MAKE-UP HEATING 0 .0 x 1.00 = 0.0 x A C CENTRAL UNIT LOAD -- HEATING 90 x 1.00 = 0.0 A C CENTRAL UNIT LOAD -- HEATING 0.0 X 1.00 = 0.0 A/C CENTRAL UNIT LOAD -- HEATING O.0 x 1.00 = 0.0 6.03 A C CENTRAL UNIT LOAD -- HEATING 0:0 x 1.00 = 0.0 HEAT LOAD SUBTOTAL = 20.64 HEAT LOAD SUB1'6'I'l►L = 18.68 HEAT LOAD SUBTOTAL = HEAT LOAD SUBTOTAL = 0.00 APPLIED HEAT VS COOL LARGEST KVA LOAD = 20.64 APPLIED HEAT VS. COOL LARGEST KVA LOAD = 33:00 APPLIED HEAT VS COOL LARGEST KVA LOAD = 6.03 APPLIED HEAT VS COOL LARGEST KVA LOAD = 0.00 MOTOR LOAD `1dOTOR--LOAD .. MOTOR LOAD MOTORS 0.0 x 1.00 ' - 0.0 MOTOR LOAD MOTORS 1.5 x 1.00 , = 1.5 MOTORS 0 x 1.00 = 5.0 LARGEST MOTOR 0.01X 0.25 _ 0.0 MOTORS 12:4 x 1.00 12.4 LARGEST MOTOR 1.5 x 0:25 = 0.4 LARGEST= OB 5.0 x 0.25 = 1;3 LARGEST MOTOR LOAD 125% + REST @ 100% KVALOAD = @ 0.0p IARGEST MOTOR 6.2 x 0.25 = 1.6 TOR LOAD: - 125%+ REST '100% KVALOAD = LARGEST MO @ (� 1.88 " - LARGEST MOTOR LOAD @ 125% +. REST @ 100% KVA LOAD = 6:25 -_ LARGEST MOTOR LOAD @ 125% +REST @ 100%KVA LOAD - 13,g5 MISC. CONTINUOUS LOAD MISC. CONTINUOUS LOAD CONTINUOUS LOAD MISC. C MISC. CONTINUOUS LOAD 0:0 x 1.25 = 0,0 MISC. CONTINUOUS LOAD _1.5 MISC. CONTINUOUS LOAD 0.0 x 1.25 = KVA LOAD = 0.0 0.00 MISC. CONTINUOUS LOAD x 1.25 - 0.0 - CONTINUOUS KVA LOAD = 0.0 0.00 ` _CONTINUOUS KVA LOAD = 0,00 MISC CONTINUOUS"LOAp x L25 - CONTINUOUS KVA LOAD. _ 1.9 1.88 CONTINUOUS MISC. NON -CONTINUOUS LOAD MISC. NON -CONTINUOUS LOAD MISC: NON -CONTINUOUS LOAD MISC. NON -CONTINUOUS LOAD O.5 x 1.00 - 0.5 MISC. NON -CONTINUOUS LOAD - MISC. NON -CONTINUOUS LOAD 0.0 x 1.00 = 0.0 MISC. NON CONTINUOUS LOAD 0.0 x 1.00 = 0.0 NON -CONTINUOUS KVA LOAD = 0.50 MISC: NON -CONTINUOUS LOAD 0.0 X 1.00 = 0.0 NON -CONTINUOUS KVA LOAD = 0.00 NON -CONTINUOUS KVA LOAD = 0,00 NON -CONTINUOUS KVA LOAD = 0.00 MISC. INTERMITTENT LOAD MISC. INTERMITTENT LOAD MISC. LOAD MISC. INTERMITTENT LOAD O:0 x 0.00 O.0 .MISC. INTERMITTENT LOAD MISC. INTERMITTENT LOAD 0.0 X 0.00 = 0:0 MISC. INTERMITTENT LOAD 0.0 x 0.00 = 0;0 MAX INTERMITTENT LOAD 0.0 x 1,25 - 0.0 MISC. INTERMITTENT LOAD 0.5 x 0.00 - 0.0 MAX INTERMITTENT LOAD b.0 x 1.25 = 0.0 MAX INTERMITTENT LOAD 0.0 x 1.25 = 0.0 INTERMITTENT KVA LOAD = 0.00 MAX INTERMITTENT LOAD D.5 x 1.25 = 0.6 INTERMITTENTKVA LOAD = 0.00 IICULATION INTERMI ENT KVA LOAD = 0.00 SERVICE INTERMITTENT KVA LOAD =. 0.63 : PANELBOARD SIZE CALCULATION PANELBOARD SERVICE SIZE CALCULATION PANELBOARD SERVICE SIZE C TOTAL .KVA LOAD = 19.82 PANELBOARD SERVICE SIZE CALCULATION : TOTAL KVA LOAD = 50.41 T TAL KVA LOAD - 52.63 TOTAL AMPS = 82.60 TOTAL KVA LOAD = 17.45 TOTAL AMPS = 210.02 TOTAL AMPS = :, 219.28... TOTAL AMPS = 77.71 a o 0 J o N 0 0 W 0 �a z w a 0 I 0 z D a I 0 o I 0 0 I N M I 3 0 3 rr 0 w 0 z w z w w m m gl � N C 0 0 N U w 0 o' a x 0 m a O 0 0 O z z x o zN / U I:i z w J LL E103 03 LOAD CALLS JOHN W. LANGFOR023BGDNOVERNSTREET 87 BocA RATON FLOR23 5223 Tel. (561) 237-5223 Fax. (561) 237-5680 E201 04 POWER PLAN - FIRST FLOOR E202 05 POWER PLAN - SECOND FLOOR E203 06 POWER PLAN - THIRD FLOOR - - www.JWLENGINEERING.com ANY DESIGN CHANGES TO THE SYSTEM DESCRIBED IN THESE PUNS WITHOUT THE- . PRIOR WRITTEN APPROVAL OF THE ENGINEER OF RECORD WILL VOID THESE PUNS. ALL EXPENSES INCURRED DUE TO THESE CHANGES WILL BE THE RESPONSIBILITY OF THE PARTY NEC ART. 220 PART III DWELLING LOAD CALCULATIONS PANEL: L GENERAL HOUSE PWR. 2 VOLTAGE VLL 240 1 VOLTAGE VLN 120 PHASE 1 GENERAL. LOAD DESCRIPTION KVA DF TOTAL GENERALLOAD LIGHTING 12.0 x 1.00 = 12.0 SMALL APPLIANCE 0.0 x 1.00 ' = O,O WASHER I 0.0 x 1.00 0.0 SUBTOTAL = 12.00 FIRST 3 KVA @ 100% 1 3.0 x 00 `= 3.0 REMAINDER KVA 0 357 Sox 0,35 = 3.2 REMAINDER KVA @ 25% 0.0 z 0.25 = 0.0 GENERAL KVA LOAD = 6.15 NON DWELLING RECEPTACLE LOAD RECEPTACLE 1 0.01 x 1 1.00 = 0.0 SUBTOTAL = 0.00 FIRST 10 KVA @ 100% 1 0,0 FX 1.00 = 0:0 REMAINDER KVA @ 507 1 O.OIxj 0.50 = 0.0 RECEPTACLE KVA LOAD = 0.00 DRYER LOAD 0 1 DRYER 0.0 X 1.00 = 0.0 DRYER KVA LOAD 0.00 FIXED APPLIANCE LOAD' 0 FIXED APPLIANCE -0.0 x 1.00 ' = 0.0 0 WATER HEATERI O.Qixl 1.00 0.0 SUBTOTAL = 0.00 01 APPLIED DIVERSITY 0.0 x 1.00 = 0.0 APPLIANCE KVA LOAD = 0.00 COOKING APPLIANCE LOAD 0 1 COOKING COL A 0.0 X 1.00 = 0.0 0 COOKING .COL B 0.0 x 1.00 - - 0.0 0 COOKING COL C O.Ojxi 1.00 = 0.0 COOKING KVA LOAD 0.00 HVAC LOAD COOL A/C AIR HANDLER FANS 0.0 x 1.00 = 0.0 A C -- FRESH AIR MAKE-UP 0.0 x 1.00 - 0.0 A C CENTRAL UNIT LOAD -- COOL OA x 1.00 - 0.0 LARGEST AC EQUIPMENT 0.0 x 0.25 = 0.0 LARGEST HVAC COOL LOAD @ 125%+REST @ 1:00% SUBTOTAL = 0.00 HEAT A/C AIR HANDLER FANS 0.0 x 00 0:0 A/C AIR HANDLER HEAT STRIPS 0.0 x 1.00 - 0.0 A/C -- FRESH AIR MAKE-UP HEATING 0'0 1 x 1 1.00 = 0.0 A/C CENTRAL UNIT LOAD -- HEATING 0.0 x 1.00 . = 0.0 HEAT LOAD SUBTOTAL = 0.00 APPLIED HEAT VS COOL LARGEST KVA LOAD = 0.00 MOTOR LOAD MOTORSI O.OIx1 1.00 1=1 0.0 LARGEST MOTOR I 0.0 x ' 0.25 1=1 0.0 LARGEST MOTOR LOAD @ 125% + REST @ 100% KVA LOAD 1- 0.00 MISC. CONTINUOUS LOAD - MISC. CONTINUOUS LOAD I O.OIxj 1.25 1=1 0.0 CONTINUOUS KVA LOAD I =1 0.00 MISC. NON -CONTINUOUS LOAD MISC. NON -CONTINUOUS LOAD I O.OIxj 1.00 1=1 O.0 NON -CONTINUOUS • KVA LOAD =. 0.00 MISC. INTERMITTENT LOAD MISC: INTERMITTENT LOAD 0.0 x 0.00' = O:0 MAX INTERMITTENT LOAD I 0:0 Lx 1 1.25 1=1 0.0 INTERMITTENT KVA LOAD = 0.00 PANELBOARD SERVICE SIZE CALCULATION TOTAL KVA LOAD = 6.15 TOTAL AMPS = 25.63 r,SIR n A I mf •'s; \�j W L �� CYO €w =x ,� ` 5 i f 4j 4 I, HEREBY CERTIFY THAT THESE } PLANS WERE MADE UNDER MY RESPONSIBLE CHARGE. THIS DOCUMENT IS ELECTRONICALLY SIGNED AND SEALED PURSUANT M TO SECTION 471.025 OF THE ELORIDA STATUTES AND 61G15 OF THE FLORIDA R ADMINISTRATIVE CODE. AMIER HABAYEB, FL#70801 � N►III/I!// AS/ I� y 70801 IL u ;W= F ,@ $CEO 0 Z /j0 FLOR��P������ 10 July 21, 2014 x< POWER PLAN w NOTES, EQUIPMENT, SPECS. & CALCS. POWER LOAD CALCS FILE SCALE: N.T.S. 2. 1 14042-DRW--321-100-00_00 a _o CD O 0 I 0 0 N r'7 I M 0 I N d- O / Z,, W a 0 0 0 Z® a Of 3 a CID 0 0 I N M 3 0 3 CD 0 J W / Z W N Z W W m Q m O d O N H U W 0 X CL / X O m d O / m W H . Q 4 !� ®'INITIAL ISSUE JWLE ��, 07-21-04. POWER SHEET INDEX ARCH SHT NO DESCRIPTION E1 11 O1 POWER NOTES, CALLS, RISERS & PNL SCHEDULES E102 02 PNL SCHEDULES s 7 6 5 14042-DRW-321 100-00_00 05 OF 06 I .. 4NITIAL ISSUE MILE: 07-21-14 POWER SHEET INDEX 1 ARCH SHT NO DESCRIPTION SHT NO E101 I 01 IPOWER NOTES, CALCS, RISERS & PNL SCHEDULES E102 02 PNL SCHEDULES a o' r o I �o 0 YI M I 0 / a J W Z W Z' ' z W Q tY W m r Q g h N Q O 0 N / <n H U W d X b m a O tr O / in L` CD g z _ b En cr W U W Q Z W J > L� �hr W- J Q U N O J D_ U Q Z. � O N W H Q w� °O d 1: M\