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PROPOSED CABANA RENOVATION FOR =AY0NGER REODENCE ;•1 ��. NPAIN RIVFR r- •- •-Ir CODE: FBG 2020 - RE5MNTIAL PROJECT NAME: BAY51N65R RE5IDENGE PROJECT APPME 5: b�T F RIVER DR PIE115. ARCHITECT / ENGINEER: 6RANNELD ARCHITECTS TYPE OF CON5TRUCTION: GBS X._ FRAME._._ - BUILDING DESIGNED: OPEN..._.... PARTIALLY WIW SPEED (3 5EGOND 61J5T): WO MPH ... _.. 150 MPH....... 160 MPH........ 170 MPHX 15OM-H....... EXP05URE: D INTERNAL PRE55URE GOEFFIGIENT;..:..JB.. +Jb....P!2 IMPORTANCE FACTOR: _ BUILDING CATEGORY: _?._._. 13Z3 OR 4) PA GARAGE DOOR DESIGN PRE55URE: _...-+P5F (P051TIVEl ......... -�F M&ATIVE) LD Lu DOOR DE516N PRE55URE (INT ZONE): ... _...+P5F_._..-PSF (EM ZONE) _ +PSF ... F5F cs o WINDOW DE516N PRESSURE (INT ZONE): (END ZONE) �LO 5HUTTER5: YES...... NOX IMPACT RESISTANT A55EMBLY: YE5X NO...... PRODUCT APPROVAL AFFIDAVIT PROJECT TITLE: OWNERS NAME: 5AY51N6ER CABANA RENO. MR I$ MRS 5AY5INGER JOB SITE LOCATION: DE516N PROFESSIONAL NAME: 56015. INDIAN RIVER DR GRANFIELD ARGHITECT5 FORT PIERCE. FL PRODUCT MODEL + MANUFACTURER EVALUATION EXPIRATION N.O.A. / AGENCY DATE FL.CERT+ WINDOWS N/A EXIT DOORS PVC, SWING CU5TOMw5 WIMOW FL PE +55201 WA FL-16055.1 IMPACT IMPACT DOOR SYSTEMS 005WING 51N61,E MA50NTE INTERNATIONAL RAM 5/31/25 FL-223N2 CORP. GARAGE DOORS WA 5KYUGHT5 TUBULAR SKYUTE TUBULAR 5KYU61-ITJNC. MV\MI-DADE MAD/24 19-105.13 SHUTTERS WA RO0F'6 TIT6-LOC PLU5 ALUM PANEL 7A TAYIAR ING MIAMI-DARE 3-24-26 I5-0604.12 MATERIALS WEATHERLOGK 0WE15 CORNNG INC. MIAMI-DADE 731-73 I8-0523.02 PANEL WALLS WA 5TRUGTURAL ILA GOMPONENT5 NEW ALTERNATIVE MATERIALS � �OF;II� A = UI�DD LNG CODS 20O 20O writ Velocity (mph) 170 Compaq 6RAN9EID ARCHITECTS Inportancs Factor ID Prepared By 5TEWART 6RAN9ELD Evposure Category D Internal Prsssurs CooFfcwnt • 015 Chent Nara MR t MR5 BAY5IN57ER Mum Roof Haight TO M.16 ® 1 Job Dasorrtm RESIDENTIAL CABANA Buldrg Width (ft) 24.66 Buidrg Lev% TO 27.53 Roof Slops uz) 5 Job N iWr 15-669A Width of Ed9s 5tr (S) in � 3 WALLS OPENINGS FRED GTION FACTOR 1 II MAIN WIND FORCE RESISTANCE SYSTEM (MWFRS) ELT �� HORIZ LOAD HORIZ LOAD VERT LOAD VERT LOAD pp� DIRECTION ZONE WALLS ROOF ROOF OVERHANGS ZquE IRAR593b A -24.7 B -b1.2 E -113.7 �5 A5E FAID A MERU 67A G -13.7 D -56b 6 -89.1 F1ID 93b A -24.7 B -51.2 E -113.7 L � 'AcF R IAIIFRI R I 1,7A G -13.7 D -56b 6 -BIJ LCCGIMKA- 0 LOT 3 PROTECT SCOPE LEVEL 3 - EXISTING BUILDING ALTERATION B BUILDING ADDITION PROJECT PROJEGT 00N515T5 OF: a REPLACEMENT OF EXTERIOR DOOR5 W/ IMPACT PRODL.IGT5 • RAISE ENTIRE TIE -BEAM HEIGHT - 5EE ROOF FRAMING PLAN a REPLACEMENT OF THE ENTIRE ROOF STRUCTURE W/ NEW ROOF FRAM'6 $ R00F'6 a REMOVE EX15T'G GMU FIREPLA,GE/GHIMNEY EXISTING SINGLE FAMILY RESIDENCE (AV rF I NORTH LINE, SOUTH 9' OF LOT 3 N8952 '41 'E 658. 02, (M) SOUTH LINE LOT 3-(o.s'scrTNl- ixs•-L>alBWETE - T NORTH LINE LOT 4 wENr w !a -SOUTH LINE, NORTH 294.66' OF HAL S. THOMAS RESUBDIVISION, LOT 2, PB 1, PG 205 0 wljArJ -SOUTH LINE, NORTH 94.66' OF HAL S. THOMAS RESUBDIYISION, LOT 2, PB 1, PG 205 40401?60 / SOUTH LINE LOT 4 _ NORTH LINE LOT 5 i NORTH 112 LOT 5 CODE SUMMARY ■ APPUGABI.E GODS BOOKS 20Z0 FLORIDA RE5IDENTIAL BUILDING GODE 20ZO FLORIDA PLUMBING GODS 2017 NATIONAL ELECTRIC CODE 2020 PLORIDA ACCE5516IUTY GODS 2020 FLORIDA FIRE PREVENTION GODS ■ OGGUPANGY REOUIREMENT5 OCCUPANCY GLA551FIGATION R3 - RESIDENTIAL OCCUPANCY 65MRATION WA ■ TYPE OF GON5TRUGTION BUILDING TYPE TYPE V GROUP B (UNPROTECTED) AUOWABLE BUILDING AREA UNIUMITED ALLOWABLE HE6HT 40 ft. MAX NIMBER OF 5TORIE5 3 MAK - 6' NIXtl fEA2i - NEU mT EX15T'157 POOL CABANA TO BE RENOVATED SOUTH LINE NORTH 753.72' OF SECTION 19 6-4) EXI5TING 5TRl1CTURES ( PATi05 TO REMAN (NO WORK PROP05E1P) EXISTING 51WLE ' 45 5TORY RESIDENGE SOUTH LINE, NORTH 112 OF LOT 5 _ _ FILM 3x3• CaVWTE ' o - • N8943 ' 15 'E 647. 69 ' (M) AAdA.AAENr (AM17 Tot SOUTH 112 LOT 5 EXI51I145 SINGLE FAMILY RESIDENCE PLOT PLAN _ SOUTH LINE LOT 5_ NORTH LINE LOT 6 5YM501., LEGEND OC1 DETAIL. NUMBER TYPICAL DETAIL BUBBLE O® ELEVATION MARK °-I SHEET NUMBER B DETAL NUMBER A A4 INTERIOR ELEVATION MAR 6 5ECTION CAL -LOUT BUBBLE SHEET NUMBER A-1 T.O.B. TOP OF BEAM �3 WINDOW DE516NATION T.O.P. TOP OF PARAPET ® DOOR DESIGNATION T.O.PL. TOP OF PLATE MWl MA50NPY WALL TYPE ROOM DE516NATION FWl FOOTING WALL TYPE ®--� PARTITION TYPE 5-1 COLUMN TYPE B-1 BEAM TYPE PARTITION TYPE +0'-0- BENCHMARK FIN FL .rf } 4, i a �,.E k 14, a rH, r -, ,,. PROJECT LOCATION ------------- \ sop \ SEPTIC LOCATED 75'8EYOND PROPERTY LINE \ gg 0� b AVAVN&4F'NT ( TMElE \ :�S 5, % '\ FEASE COO" (S.6BIN, 0. 66'NA ror.AN/TAA/ FRAV r�Win° ° X.lrrNr f N8952'41'E \I bw ASANALT A4*7 'Nr _ - - - - - - _ ELECTRIC RRLBOX 1w ¢ '\ _ - - - - Ea®O.ZxZ• COMRfjE• y \ Ap/A'.NEA'T (NO 10A`° La.b' ELECTRIC `N _ _ _ _ _ AerER � - _ - - - �riwCC fV��1 o' r MAN�+ +�s N sTEp5 s\\\ MULTI -LEVEL a . yI- - -N N w S \ \ SINGLE FAMILY RESIDENCE 3.4 NO. 8601 N Z O FFE = 27.74 ' o �� \lop CSYCRETE $lb. b (\/�/J y CD o \\ PM PATIO AREA ' +�' V 4.0'6.4' 15.0' 3.3' o .¢rrc +� o fi� LRAM 2b \\ z G tis n "' o \ 9 FIELD 1�6 b W '\ m MALL W 41.4' SEprrC 1 1 + azEAN rAvr G\.-\ FS + e avr 3 b 9 'CREEAAEO o JAr vc -� \ 13.3' IE[O +� 4' CBS WALL b \ B 9. 11' 15' r rB �. Too 30 + +4 23' OAC m \ e' +� b 4 LAW�' 83.12'04r N8943 ' 15 IF +lb 3' S AW rR F maMFENr (AV 10) 59, 68 ' (M) ~\\.\ COMPETE \ mi"Ar a a 1 ` 30- ` \ REVIEWED FOR _ \ CODE COMPLIANCE `w � ST. LUCIE COUNTY BOCC FILE r • n zr i 7 (f i `I I' �z r r� JOB NO. 18-669A DATE 4-15-21 DRAWN BY JMB CHECKED BY 5M6 SHEET Uti 1 OF 5 PLUMBING NOTES 6 H50FIGATION5: I. GENERAL A. PROVIDE LABOR AND MATERIALS TO PROVIDE A COMPLETE AND OPERATIONAL PLUMBING SYSTEM AS INDICATED. B. ALL WORK SHALL COMPLY WITH THE RULES AND REGULATIONS A5 STATED BELOW: STANDARD GAS CODE, LATEST EDITION. FLORIDA PLUMBINI6 CODE. LATEST EDITION. NFPA-70 - NATIONAL, ELEGTRICAL CODE, LATEST EDITION. G. VISIT THE SITE PRIOR TO START OF WORK TO BECOME FAMIUAR WITH PROJECT CONDITIONS AND EXI5TINIG SERVICES. 2. BASIS OF THE DRAWINIGS A. FIELD MEASURE AND VERIFY REQUIREMENTS FOR EXALT DIMEN5ION15. ITEMS RE0UIRINI6 MODIFICATION TO THOSE SHOWN ON THE5E DRAWINI65 SHALL BE BROUGHT TO THE ATTENTION OF THE EN0 EER IN A TIMELY FASHION. 3. DIRT AND DUST CONTROL SCREEN OFF ALL AREAS WHERE CONSTRUCTION I5 TO TAKE PLACE FROM THE AREAS TO REMAIN INHABITED. INHABITED AREAS SHALL REMAIN DU5T AND DEBRIS FREE DURING GON5TRUGTION GLEAN ANY AREAS OUTSIDE DE5IGNATED CONSTRUCTION AREA WHICH MAY HAVE BECOME 501LED DUE TO CONSTRUCTION. 4. U55 OF THE 51`AGE A. D15RUPTION OF SERVICES FOR NECESSARY WORK FOR TIE-INS TO WATER SERVICE, ELECTRIGAL POWER. SANITARY UNlE5, ETC., 5HAL.L BE KEPT TO A MINIMUM WITH ADVANCED 6GHEDULE5 E5TA31,15HED AND 6AT15FACTOPY TO THE OWNER. 6. INSTALLATION NOTES A PENETRATIONS, GUTTING AND PATCHING. SEAL ALL PIPING AND CONDUIT PENETRATIONI5 OF WALLS AND FLOORS. PIPING PENETRATIONS OF RATED WAW5 AND FLOORS 511ALL BE 5EALED WITH FIRE5TOPPING MATERIAL. 7. HANGERS AND SUPPORTS A INSTALL HANGERS, SUPPORTS, GLAMPS. AND ATTACHMENTS AS REQUIRED TO PROPERLY SUPPORT PIPING AND DUCTWORK TO BUILDING STRUCTURE. B. INI5TALL SUPPORTS IN GOMPUANIGE WITH M56 5P-69 AND FACTORY FABRICATED IN ACCORDAWI✓E WITH M55 6P-58. ALL COMPONENTS 5HAL- IN;ELIDE 6ALVANZED LOATINI6S WHERE INI5TAUZP FOR PIPING AND EQUIPMENT THAT WILL NOT HAVE A FIELD APPUED FINISH. S. THERMAL INSULATION A. ALL INSULATION AND ADHE51VE5 SHALL HAVE A GOMP051TE FIRE AND SMOKE HAZARD RATING A5 TESTED BY PROCEDURE A5TM E84. N1FPA 255, AND UL 723 NOT EXCEEDING A FLAME SPREAD RATING OF 25 AND A SMOKE DEVELOPED RATING OF 50. B. IWoULATE ALL HOT WATER PIPES AND CONDENSATE DRAIN UNE5 WITH A MINIMUM OF 3/4" THICK FLEXIBLE FOAMED PLASTIC UNGELLULAR TUBE INSULATION, INSULATION SHAU, BE SUPPED ONTO THE PIPE BEFORE FINIAL JOINNI6. PAINT INSULATION WHERE EXPOSED. C. ALL PIPE INSULATION SHALL BE APPLIED TO PIPING WITH AU. JOINTS TIGHTLY FITTED TO ELIMINATE VOIDS. ALL JOINTS MUST BE SEALED WITH THE MANUFACTURER'S RECOMMENDED SEALANT. 9. PLUMBING EOUIPMENTf A. INSTALL EQUIPMENT IN AGGORDAW-5 WITH MANUFACTURER'5 WRITTEN INSTRUCTIONS. INSTALL UNITS LEVEL AND PLUMB, FIRMLY ANCHORED IN LOCATIONS INDICATED, MAINTAIN MANUFACTURER'S CLEARANIGES. 10 PLLIMBI% PIPING AND VALVES DOMESTIC WATER A. PROVIDE COPPER TYPE 'K' PIPING AND FITTIWJ5 BELOW SLAB. 'LEAD FREE 50LDERED JOINTT5' PROVIDE GOFER TYPE 'L' PIPING AND FITTIN 555 ABOVE 5LA5. 'LEAD FREE SOLDERED JOINTS' SANITARY SEWER AND VENTS A. PROVIDE POLYVINYL CHLORIDE (PVC) 5GHEDUU: 40 PLASTIC PIPE (TYPE DWV) IN GONFORMAI\C5 WITH 5TANDARD A5TM D2665. B. PROVIDE COPPER DWV TUBING FOR AU. EXP05ED WATTS PIPING, (PAINT SILVER). GONIDEN5ATE DRAIN A. PROVIDE POLYVINYL CHLORIDE (PVG) SCHEDULE 40 PLASTIC PIPE (TYPE DWV) IN GONFORMAW ;5 WITH 5TANDARD A5TM D2665. VALVES A. PROVIDE BALL VALVES NBCO SERIES 555-70. 11. TESTING, ADJUSTING, AND BALANIGING A. PROVIDE TESTING OF THE PLUMBING IN ACGORDANIGE SYSTEM, WITH THE LATEST FLORIDA PLUMBING GORE. GENERA(, PLUMBING NOTES: 1. CONNECTION TO EQUIPMENT SHAD BE VERIFIED WITH MANUF.'S CERTIFIED DRAWING5. 2. BEFORE FABRICATION, VERIFY AND COORDINATE AL.L DIMENSIONS IN FIELD. 3. PROVIDE EOUIPMENIT DRAIN UNITS FROM EACH LINT REQUIRING DRAINAGE TO NEAREST FLOOR DRAIN OR 51W. 4. ALL EQUIPMENT, ETC., SHALL BE SUPPORTED A5 DETAILED AND /OR SPECIFIED. PROVIDE ADDITIONAL SUPPORTS AS REQUIRED TO PROVIDE A VIBRATION! -FREE, PI61D INY�TAU,ATION. 5. ALL 51ZE5 SHOWN ARE INSIDE CLEAR DIMEN510N5. 6. ALL WORK SHALL BE COORDINATED WITH AU, TRADE5 INVOLVED. OFFSETS IN DUCTS AND PIPING (INCLUDING DIVIDED DUCTS) AND TRANSITIONS AROUND 013STRUCTION5 SHALL BE PROVIDED. 7. REFER TO TYPICAL DETAILS FOR PIPING AND INSTALLATION OF EOUIPMENIT. 5. DRAINS FROM ALL PLUMBING EQUIPMENT SHALL BE COORDINATED FOR PROPER DRAINAGE TO SUIT EQUIPMENT FURNI5HED. 9. CElUN67 ACCE6S PANELS SHALL BE PROVIDED WHERE REQUIRED FOR OPERATION, BALANGINIG AND MAINTENANCE OF ALL PLUMBING EQUIPMENT. 10. PROVIDE 17 GAUGE CHROME •P' TRAPS. Il. SLEEVE AND 55AL ALL PIPING PE11ETRATION5 THROUGH BUILDING PARTITIONS. 12. PROVIDE WATER HAMMER ARRESTORS AT EACH BRANCH UNIE. 13. MAINTAIN CLEARANGE OF A MINIMUM OF 6' BETWEEN PIPING, EQUIPMENT, ETC., AND All, FIRE RATED AND FIRE/5MOKE RATED PARTITIONS, TO ALLOW FOR INSPECTIONS OF RATED WAU.5. EX15T'6 SANITARY R15ER GENERA!. FOUNDATION/PLUMBING NOTE& ❑ SEE 5HT A4 FOR GENERAL 5TRUGTURAL NOTES E DETAILS ❑ EPDXY DOWEL NEW 50HED. FOOTER REINFORC'6. 6' MIN INTO EXST'& CONG. FOOTERS (TYP WHEN GONDITIONS PERMIT) ❑ SLAB REPAIR NOTE: ALL SLAB CUT5/1RENCH5 5HALL BE FILLED W/ GLEAN COMPACTED, TERMITE TREATED SOIL, COVERED W/ 6 MIL VAPOR BARRIER Q A MIN 4' REINF. GONG. POUR TROWELED FIN5H LEVEL W/ EX576 FLOOR FOOTING 5CNEDULE MK TYPE WIDTH LENGTH THIGKNUSS LONIGIT. REINF. TRANSV. PEW TOP OF FOOTER NOTES F-1 EXI576 MONO I2' MI GONT. 12' MIN UNKNOWN UNKNOWN -0'-4' 1. F-2 PAD 24" 24' 12' MIN (2) •50 (Z) r50 0'-0' F-3 F-4 F-5 F-b MOTES: I. ASSUMED EXIST'& MONOUTHIG FOOTER G EXIST'& SLAB (UNDER NEW 4' REINF. GONG TOPP'6) 6ENERAL, DEMO NOTES: REMOVE ALL EXIST'& PARTITIONS, DOORS, CASEWORK, PLUMB'& FIXTURES, AFPUANIGE5. ACOUSTICAL CEIUW. f TILE FLOOR'&, GONG FIREPLACE E PREPARE FLOOR FOR NEW GONG TOPP'6 - GOORD W/ OWNER REMOVE ALL EX576 PECKY GYPRF55 B SALVAGE FOR REUSE - GOORD W/ OWNER REMOVE ALL EXST& ROOF FRAM'&, 5KYL&HT5. U&HT FIXTURE5 $ D15GARD - GOORD W/ OWNER 5AWGUT EXISTING CONIC. SLAB A5 REOTJ TO INSTAL, NEW 5ANTARY RPIN5 $ FOUNDATIONS A5 INDICATED IN PLAN - SEE SLAB REPAIR NOTE IN GENERAL FOUNDATIOWPLUM5'6 NYJTES 1/4' 0 n I I 11 EXISTING POOL 2 II EQUIP. TO REMAIN A3 u I I II II REMOVE 24.24' II SECTION OF EXIST'G FOUNDATION 6 r - _I - - - - - GOR�RS E-DISCARD - - - - - -I cm of 2) I II I :�--�1----------.i--- --�`--- - - -- - 1�\ / I SAWCUT EX676 CONG I - - 'I REMOVE EXST'6 - - POOI. DECK FOR NIEW PC5T(5) B BRICK DECK DRAIN - 5 TO I I KNEE WALLS (TYP) DRAIN TO LANDSGCIPE I I i REMOVE EXIST'& GNU 5 j FIREPLACE $ HEARTH --------------- REMOVE EXI5r6 EX15T'& FRAMED P05T(5), BAR TOP CAMNA PORCH EXTERIOR WALL E BRICK KNEE WALLS TO BE REMOVED I I I ; I REMOVE EXST-6 DOOR EXIST+G REMOVE Ex5r6 POOL. DECK REMOVE EXST'G SHOWER ENCLOSURE - FD TO REMAIN E A5��E51XTUR� I' REMOVE EXSTG PLUMB'G W/ OWNER FIXTURE5 $ CASEWORK- 1,_ lit""i COORD W/ OWNER I, I ` I EXI5T'6 FRAMED •, EXTERIOR WALL ' `,I' -_ ------------ DOOR TO BEREMOIVED L , ` - t-d + i. ,P II l 5UMMER11 i REMOVE EXST'G EXHAUST FAN EXIST'G < (\ , :. KITGHENj U ,; - - - I 6ATH - - - - � I , vul'•. - '' �- REMOVE EXIST'G i ` ;P-4 I 5KYU6HT5EFLAT EXIST'G 8' GNU BEAR'G WALLS TO REMAIN 3 Fy 3 II 11 II II II II II EXI5T'G STORAGE EXPOSED BLOCK I I II II L- - - - - - II NEW 5' CMU COLUMN - W/ D •50 EA GEU (rM NEW 3' PVC W/ &RATE - DRAIN TO I. NEW SHOWER IN I%5T'6 SHOWER LOCATION - EXTENP EX5r6 FLOOR DRAIN � •------------------------------- ---• ROOF STRUCTURE COMPLETLY I REMOVE EXST'6 W.H. REMO' VPFLOGATE (PER ELEG PLAN) d REWIRE EXISTW6 ELECT. PANEL P-4 EXIST'6 SERVICE WIRE TO REMAIN I I I r� I Ii I - - - - - -REMOVE EXIST'6 DOOR B FRAME - SAW OUT EXIST'& JAMB $ R51W. PER DTL IO/A2 11 11 11 D=w\O PLAN 1/4' PROVIDE 3'-0' PERIMETER EXIST'G FIREPLACE 5TRIP OF 6.61MA.WI.4 FOOTER - INSTALL NEW SGHED WWM 8 NEW CON- �AS6051? FOOTER IF EXI5T'6 FOOTER TOPPING POUR am 5 REMOVED W/ FIREPLACE IZ'-4' 12'-4' VERIFY VERIFY AN J " " " " " J F2 }L - " �Z F-Z r -------"-- -- - -- - -,- ------- - - " " - --- " , " " , I. " Q NtIN TOILET IN -MODIFIED LOCATION ^- UTIUZE'EXIST'& - " " - VTR (E)(TEND A5 NECF%ARY) " "13' 9 NEW 4'-GGRC YOPPIN& POUR EXTENTS ■ SHOWN STIFFED �" " of " PLUMB'& FIXTURES f " ` " DISCARD PER OWNER " " " GOORD W/ OWNER ` " ■ " J {�12. �% O I I ■ " , , - J I" NEW LAVATORY - NEW SINK B FUTURE IN MODIFIED LOCATION - D.W. IN MODIFIED NEW LOOP VENT TO EX15T'& LOCATION - NEW LOOP EXTENDED VTR VENT TO EXIST'& VTR IN ■ ■ ■ IN IN FOUNDATION PLAN LL, EPDXY'D DD*50W/6' INTO EXST'G D PER SIDE (TYP) REVIEWED FOH CODE COMPLIANCE ST. LUCIE COUNTY BOCC �m mLn I� Lu N N Z,L r u og z= z� Oo pt zal L czn a G B U aJ W Ili Q 1- A Z=Q o�U JOB NO. 0-669A DATE 4-15-21 DRAWN BY JMB CHECKED BY 5M6 SHEET Al 2 OF 5 1/4' SEALANT PERIMETER M 5GHED 1 11 DOOR CAULK — PERIMETER 5GHED WD— JAMB RETLIRN5 $ RASING 3" TYP RAISED STEREO BANDWHERE ��— SHOWN IN ELEVATIONS SEAL PERIMETER W/ 51KA UQUID WATERPROOF'& PLASTIC SHIM - FOAM FILL VOIDS ° d PT 1.5 BUGK 55CURD < , . • W/ 1/4'. 2' TAPGON FA5TENR5 @ I2' OG 5TAG6ERD SGHED ALUM DOOR ... ; FRAME 5ECUR'D THRU BUCK W/ MIN 11/4' EMBED INTO GONG W/ 1/4' TAPGON5 @ THE 5PAG'6 IDENTIFIED IN NOA FI-FOIL INSULATION 1/2' GYP BRD OR 5PECD �> FINISH - GOORD W/ OWNE PT 1.4 NAILER PERIMETER TAME (HEAD 51M) GOORD FIN5HE5 W/ OWNER SET FRAME IN MASTIC BE 5GHED DOOR SLOPED BU1_LN105E TILE SILL IN GROUT BED ALUM BUMPER THRESHOLD THIN-SE-7 FLOOR nLE RECESS SLAB STUCCO RISER 511.E DOOR DETAIL. WOOD DOOR FRAME $ GA5INIG •C50 Lu6 1/2' DRYWALL EA. SIDE OR SPEC) FINISH - GOORD W/ OWNER 5GHED. DOOR I INTERIOR DOOR DETAIL, floor base walls ceiling s Q FINISH o L o w � ���� 0 1 2 S�I��®V�� o 3 Z Q V _� ~ �_ f- cz Z H Z 113 oC 2Qe OC 21 oz Q p o T v ��� v N a l7 LL3 L CC Ill K Q Z l!) �3��gLL,r����� Z 11) l~S) OC H C room description oLu U N � U x 3 U o a" x a x Q otes u3 u3 _ a_ a. d u3 Ln a_ _ in E3 EXI5T'6 5TORA6E O O O O BATHROOM O O O O KITCHEN O O O O CABANA PORCH O O O O GENERAL FINISH NOTES o GOORD ALL FINISHES $ COLOR SELECTIONS WITH THE OWNERS o SHOWER WALL5 TO BE FULL HEIGHT THINSET TILE ON 1/2' CEMENT TILE BACKER BRD o WALL / GEIUNG / FLOOR FIN5HE5 AS SCHEDULED UNLESS NOTED OTHERWISE a STUCCO FIN5HE5 TO BE 5/8' THICK SMOOTH SANDED FINISH W/ I GOAT GONG. PRIMER / SEALER $ 2 GOATS EXTERIOR SATIN FINISH LATEX PAINT o INTERIOR GYP BRD FIN5HE5 TO RECEIVE 1 COAT PRIMER $ 2 GOATS SATIN INTERIOR LATEX o INTERIOR CA51N16 / MOLD'& / TRIM TO RECEIVE I GOAT LATEX PRIMER $ 2 COATS GLOSS INTERIOR LATEX ENAMEL c NEW WOOD CNUNG5 / BEAMS TO RECEIVE 5EM-TRANSPARENT STAIN FINISH - OWNER SELECT FINISH SCHEDULE KEYED NOTES I. CABANA PORCH INTERIOR FINISH: WEST $ SOUTH WALLS TO BE PAINTD STUCCO FI45H NORTH $ EAST WALLS TO BE STAIN) PERKY GYPRE55 GENERAL ELECTRICAL NOTES ■ ALL WORK SHALL BE DONE IN ACCORDANCE W/ BOTH LOCAL AND NATIONAL ELECTRICAL CODES ■ ELECTRICAL CONTRACTOR SHAD. VERIFY ELECTRICAL PLAN, RISER DIAGRAM, AND LOADS AND NOTIFY THE GG OF ANY ERRORS OR DI5GREFENGIE5 PRIOR TO INSTALLATION ■ ALL EQUIPMENT INSTALLED OUTSIDE OR EXPO5E1) TO WEATHER SHAD. BE WMA TYPE 3R ■ MINIMUM WIRE SIZE SHALL BE 14 COPPER ■ ALL CONDUCTORS ARE TO BE COPPER TYPE THHN UNLESS OTHERWISE NOTED ■ GON WGT GROUNDING ELECTRODE CONDUCTOR TO GROUND ROD $ WAR55T COPPER WATER LINE (COLD) ■ ALL IZOV I PHASE 15A $ 20A BATHROOM KITCHEN, LAUNDRY, GARAGE, $ EXTERIOR RECEPTACLES SHALL HAVE GROUND FAULT INTERRUPTER (RFD PROTECTION WITH EXTERIOR RECEPTACLES OF THE WATERPROOF TYPE. ELECTRICAL CONTRACTOR MAY INSTALL INDIVIDUAL (RFD IN LIEU OF (RFD BREAKER WITH 55MPATF CIRCUIT ■ SWITCHES SHALL BE OF STANDARD GRADE OF SLEW TYPE 42' AFF ■ RECEPTACLES SHALL BE 15A $ TZOV OF THE GROUND TYPE 16' AFF UNLESS OTHERWISE SPECIFIED ■ THE ELEG. CONTRACTOR 15 TO SIZE MOST BRANCH GIRGUITS: A MAXIMUM VOLTAGE DROP OF 3% 6 PERMITTED ■ THE ELEG. CONTRACTOR 15 TO ARRANIGE FOR TELEPHONE SERVICE $ TELEPHONE WIRING. COORDINATE WITH THE TELEPHONE COMPANY UNLESS OTHERWISE SPECIFIED ■ BRANCH CIRCUITS SHALL BE IN THIN WALL CONDUIT OR APPROVED ROMEX ■ UC?tMNIG FIXTURES SHALL BE 5ELECTED BY OWNER ■ SMOKE ALARMS SHALL BE DIRECT WIRED 120V UL2M APPROVED TYPE W/ AUDIBLE ALARM INSTALLED IN ACCORDANCE WITH MANUFAGTURER5 RECOMMENDATIONS AND U5n* ■ ALL DEVICES SHALL BE SMOOTH TYPE (WHITE) UNLESS OTHERWISE NOTED OF TYPE MECHANICAL$ PATINYEMR NeNT SMALL BE PROTECTED BY MANUFACTURERS NAMEPLATE SPECIFICATIONS RENT DEVICES IONS ■ THE ELEG. CONTRACTOR 15 TO COORDINATE WITH OTHER TRADES TO MAKE CERTAIN THAT ALL AIR-GONDITIONIW POWER E CONTROL WIRING $ CONDUITS ARE IN THE BID ■ EXHAUST FANS IN BATHROOMS (IF USED) SHALL BE RATED @ 1 GFM/3F OF VENTILATED FLOOR AREA ■ ALL FAN VENTTINIG $ ROOF PENETRATIONS SHALL BE BY MECHANICAL CONTRACTOR ■ ELEG. CONTRACTOR S TO COORDINATE ALL SERVICE RE6UIREMENTT5 WITH THE POWER COMPANY BEFORE BIDDING TO BE CERTAIN THAT ALL WORK NEGE55ARY TO MEET POWER COMPANY SPECS IN THE BID ■ ELEC CONTRACTOR TO PROVIDE DISCONAEGTS AT ALL APPUANGES AS REQ. BY WIG ■ ELEG CONTRACTOR TO PROVIDE ARC -FAULT PROTECTION FOR ALL RECEPTACLES ON BRANCH CIRCUITS 5ERVINI62 ENCLOSED LIVIWY SPACE EXCUTDIN KITCHEN, BATHS AND UTILITY ROOMS. ■ ALL IZOV- 15/20 AMP RECEPTACLES WITHIN ENGL05ED UVING SPACE SHALL BE TAMPER-RESISTANTT REPLACE EXIST*& CABANA GARAGE 300 AMP METER CAN SERVICE SERVICE $ 5ERVIGE WIRE BY FPL 200 AMP 42 SPARE 100 AMP MIA PANEL 24 SPARE -- 50-PANEL TO EXIST& O � 1 100 225 AMP NEW HOUSE 400 AMP PANEL SUB - SERVICE SERVICE PANEL D15C $ METER PANEL5 !IN -3) +2 GU THW $ D «4 &ROUND IN 1 1/4' CONDUIT D 3/0 IN I' GU GROUP PER NEC U THW REPLACE EXIST'& OUND CABANA DISC $ PANELNDUIT F EX15T'6 UNDERGROUND SERVICE BY FPI. EX15T'0 ELECTRICAL R15ER SERVICE CALZULATION5 GENERAL ELECTRICAL LOAD TOTAL EXIST'& HOUSE SERVICE LOAD: 206 AMP5 DESCRIPTION IRGUIT BW WIRE WATP5 POLE I TRIP CABANA EX676 POTABLE / IRRIGATION PUMP 2 1 30 IZ MIN 1,800 CABANA EXIST16 POOL PUMP 2 40 12 MIN 500 CABANA EXIST'& LOW VOLTAGE POOL U&HT (2) 1 20 14 MIN 800 CABANA EXIST'& GARAGE 1 20 14 MIN 2,000 CABANA EX1576 CABANA @ 3W/50 FT - 686 SO FT 1 20 14 MIN 2,060 CABANA EXI576 GABANA REFRIGERATOR 1 20 12 MIN 700 CABANA EX1576 WATER PUMP / 50FTNER 2 30 Q MIN 1,500 CABANA NEW ELEC GOOKTOP 1 40 10 MIN 1,600 CABANA NEW ELEC TANKLE55 WATER HEATER 1 20 14 MIN 0.000 CABANA NEW ELEG SAUNA 1 25 10 MIN 6,000 CABANA 1 MIN -SPLIT HVAG UNIT 2 40 10 MIN 3,1ZO SUBTOTAL 39,380 400 AMP SERVICE- SEE ELECTRICAL RISER I ST IOKW @ 100% 10.000 10,000 REMAINDER @ 40% 29.350 11,752 AC (HEAT) @ 100% N/A N/A TOTAL LOAD WATTS 21.752 TOTAL LOAD AMA if WALL LEGEND 57-71 NEW 8' GMU W/ HORE JOINT REIN=. @ 16'OG $ VERT REIN. CELLS W/ D «50 IN CONIC FILLED CELLS @ 48' OG MAX 5PAG'G 1576 8' CMU ® NEW INSULATED (R-13) PT 2. FRAM) EXTERIOR PARTITION FRAMED SHEAR/LOAD PATH WALL - SEE FRAMING PLAN NOTES SHEET A4 ® INS TED RIOR PARTITION PARTITION TO BE REMOVE ENTIRELY GENERAL ELOPER PLAN NOTES GG TO VERIFY EXI5TINIG $ PROPOSED DIMENSIONS $ REPORT ANY DISCREPANCIES BEFORE COMMENGINS WORK DO NOT 5GALE DRAWINGS. N5UI,ATION EXTERIOR GMU WALL INSULATION SHALL BE FOIL (R4.2) INSULATION BETWEEN PT FURR'6 STRIPS @ 16" Or, 5EGURED TO BLOCK W/ PAF'5 @ 24' OC - GMU WALL BEiWEENTYP FP ALL NEW EXKITGHTERIHEEN-CABANA BATH $ 5TORA6E ROOF INSULATION: MIN R-N W/ IGYNENE SPRAY FOAM TO UNDERSIDE OF ROOF SHEAT11'6 LAY R-19 BATT INSULATION OVER RESTROOM $ KITCHEN INTERIOR PARTITIONS (WHERE SHOWN IN PLAN) TO SOUND INSULATED W/ R-11 BATT INSULATION FLOOR TO GEIUNG CA5EWORK/CADNETRY DE516N. SPEC-71GATION $ DETAILING BY OTHERS GOORD ALL WAU, BLOCK'& REQUIREMENTS W/ OWNER FOR CABINETRY $ SHELVING LOCATIONS GENERAL. FNISH NOTES: GE SHALL REPAIR/REPAINT EX15T'6 EXTERIOR STUCCO FINSHES - COORD W/ OWNER STUCCO FINISHES TO BE 5/8' THICK SMOOTH SANDED FINISH W/ i GOAT GONG. PRIMER / SEALER $ 2 COATS EXTERIOR SATIN FINISH LATEX PAINT) TO MATCH EXST'G HOME- COORD W/ OWNER T* CEDAR GEIUNI!i5 TO BE OWNER PROVIDED- CLEAR SEALED - COORD W/ OWNER PEGKY GYPRESS INT. WALL FINISH TO BE OWNER PROVIDED (CLEAR 5EAL7)) - COORD W/ OWNER KITCHEN BACK5PLA511 $ NEW SHOWER TO BE OWNER PROVIDED TL-E- COORD W/ OWNER ALL FLOORS TO BE 5EALD FLOAT GONG FINISH- COORD W/ OWNER CASEWORK PLUMBING FIXTURES $ APPLIANCES ARE BY OWNER - COORD W/ OWNER AREA CALCULATIONS CABANA STRUCTURE (EXI5T'G)._686 sq Ft ELECTRICAL PLAN LEGEND GFI IIOV. DUPLEX REGEFTAGLE W/ GROUND FAULT INTERUPT WP IIOV. DUPLEX RECEPTACLE W/ WATERPROOF COVER $ 6Fi 220V RECEPTACLE ® FLOOR RECEPTACLE b PHONE JACK GEIL'(5 FAN 50 cFm EXHAUST FAN W/ U6HT WALL MOUNTED LED FIXTURE �- GEIUNIG MOUNTED LED FIXTURE 6' RECESSED LED CAN FIXTURE W/ WHITE TRIM 2) LAMP, 4' SUP.FAGE MTD LED FIXTURE W/ DECORATIVE SURROUND D LAMP, 2' LED FIXTURE MOUNTED ABOVE DOOR W/ MOTION SENSOR LOW VOLTAGE LED RIBBON U&HTINI6 ELECTRICAL PANEL rvi GABLE GOMFZTION ® INTERCONNECTED HARDWIRED SMOKE DETECTORS © CARBON MONOXIDE ALARM GENERAL ELECTRICAL NOTES ELEG CONTRACTOR TO REWIRE ENTIRE CABANA TO NEW, RELOCATED 100 AMP PANEL NEW ELEG. FIXTURES PURCHASED BY OWNER $ IN5TALLD BY ELEG CONTRACTOR - GOORD W/ OWNER NEW DECK 8' CMU PARTITION TO — 32' AFF $ ALUM SCREEN (BY OTHERS) ABOVE 8' GMU PARTITION TO 42' AFF W/ COUNTER W/ RETRACTABLE SCREEN BY OTHERS - GOORD W/ OWNER 5 5 A3 NEW 3050 SCREEN —� DOOR, FRAME $ENCLOSURE BY OTHERS) EXIST'G POOL DECK a NEW TILE FINISH SHOWER - EXTEND EXIST'G FLOOR DRAIN - SEE DTL 6/A2 EXTEND HOT/COLD —� SUPPLY LINES FROM EXIST'G SHOWER TO NEW EXTERIOR SHOWER LOCATION I 'v A3 NEW SINGLE 2580 VINYL PATIO DOOR W/ IMPACT, FROST) &LATE, FULL PERIMETER WEATHER5TRIPP'6 $ ALUM THRESHOLD W/ SEAL $ DRIP EXIST'G 8' GMU BEAR'& — WALLS TO REMAIN co 3 A3 EXISTING I EQUIP. TO 10'-4' W 2 �� o►, 130 ON :U -BEAM ABOVE - ROOF FRAM&_ JillFULL _ PERIMETER R6THOW W/ SEAL. • • , /I Jlf � I,I `III'■ • _..,�__.�_—____� OAF HIM ■ 0 ��� 01 I�`�o 1.________.• o� [�■■■r1 I■■ p■li■■■■■I NON I■■■■■■■� ■ ■ �I M • . n ATTIG • ■ ■ ■ ■ ■ PAW APPU GOORD■ •ORP • OR ■ ■ ■ ■ NEW ALUM GATE - GOORD W/ OWNER NEW IMPACT SINIGLE 3080 FG DOOR, FULL PERIMETER WEATHERSTRIPP'G $ ALUM THRESHOLD W/ SEAL $ DRIP NEW REIN. GONG JAMBS W/ D #50 - PRE-DRIU-D, DOWEL) $ EPDXYD INTO EXIST'& SLAB $ NEW TIE -BEAM EXTENSION (TYP OF 2) - SEE DTL 10/A2 6' GMU PARTITION TO 32' AFF $ ALUM 5CR55N BY OTHERS) ABOVE MINSPLTT C.U.- GOORD LOCATION W/ OWNER 8' CMU PARTITION TO 6'-0' AFF W/ ALUM SGREEN'6 (BY OTHERS) TO UNDERSIDE OF NEW TIE -BEAM SEE fl,5YATIOW5 5HT A2 PT Z. INSULATED 'SHEAR/LOAD PATH WAU.' W/ 1/2' PLYWOOD (SECURED PER FRAMING PLAN NOTES), VAPOR BARRIER $ I50 FELT TIN-TA66E0 $ PERKY CYPRESS FI 15H BEND NTAILD 10' TUBULAR SKYU&HT INTERIOR GENITERTJ IN ROOM (SHOWN) $ EXTERIOR CENTTERD ON ROOF RIDGE (SEE ROOF FRAMING PLAN 5HT A4 (TYP OF 3) —NEW 8' CMU W/ REIN. CELLS AS SHOWN - PRE -DRILL), DOWEL) $ EPDXYD W/ 6' EMBED INTO EX57'6 CONG SLAB - W/ STUCCO FNSH TO MATCH RESIDENGE EXIST'& OR NEW REIN. CEU6 @ 48' OC MAX $ CORNERS TO BE FIELD VERIFIED - PROVIDE REIN. FILL) GULLS PER DTL 9/A3 (TYP) V4' NEW ELEC. TANKLESS WATER HEATER NEW 5/12 PRE-EN65 WOOD TRI.65 ROOF 5TRUGTURE - SEE ROOF FRAMING PLAN - 5HT A2 SAUNA OWNER SELECT')/ CON5TRUGT ) SAUNA WITHIN 2. FRAM) INS. PARTITIONS - GOORD W/ OWNER $ MANUF. SPEG5 VIDE CONDUIT $ J-BOX MINISPLfT C.U. CLUE. TANKLE55 ER HEATER - )RD W/ OWNER PANEL LOCATION :XIST'6 SERVICE WIRE - IRE ENTIRE CABANA REVIEWED FC CODE COMPLIANCE ST. LUCIE COUNTY BOCC 1 0U L 0 r. 7 W Er 7 W `U 0U CA 0 EL >= � I 'I' �1 f• VIVA24111 6-4-21 BLD6 DEPT COMMENTS JOB NO. 0-669A DATE 4-27-21 DRAWN BY JMB CHECKED BY 5M6 SHEET �2 3 OF ELECTRICAL PLAN V4' R-19 IGYN" INSULATION 5/5' FUYWOOD 51115ATH'6, ROOF MEMBRANE $ SGHEDL ROOF'G - SEE ROOF'G 5PEG5 ON ROOF PLAN $ PRAWC7 NOTES ON ROOF FRAM'G PLAN INSULATION STOP � 1.3 NAILER W/ 2 1/2' 5[' ALUM DRIP FLASH'G TO MATCH ROOF PANEL FINISH ACM)m q,-T2 i NEW T$G CEDAR CEILING OR 5/8' MOISTURE RESIST. GYP BRD - COORD W/ OWNER NEW PRE-ENG. WD. TRUSSES W/ 2.6 TOP CHORD 24' O.G. MAX ---SCHED TIE -BEAM - SEE ROOF FRAMING PLAN �FI FOIL INSUL, BETWEEN PT I. FURR'G @ 16' OC W/ 1/2' GYP BID FINISH 5/8' STUCCOD NON-VENTV SOFFIT OVER MLT-BACK HIGH RIB LATH SEGUED W/ #6 STAPLES @ 4' OC CTYP) III NEW 2580 VINYL PATIO AR W/ IMPACT FROSTP TTH5R ALUM DW EADRIP EXSTG POOL PATIO TO REMAIN +0'-O' f✓ FIN rNEW 4' GONG TOPP'G POUR W/ 3'-0' PERIMETER STRIP OF 6.6 / WI. TM4 WWM (TYP) EXSTG C9W SLAB TO REMAIN - REMOVE EXIST'& TILE FINISH APE { TYP WALL SECTION R-0 GYNEN: INSULATION 5/8' PLYWOOD 5HEATH16, ROOF MEMBRANE $ SGHED ROOF'G - SEE ROOF'G SPECS ON ROOF PLAN $ FRAM'G NOTES ON ROOF FRAM'G RAN INSULATION STOP 1.5 COMP. WOOD Pa FASCIA $ 12 1 3 Id NANAILER W/ 2 V2' S ALUM DRIP FLASH'& TO MATCH ROOF PANEL. FINS I 4' T T.OB. ' —TEG CEDAR GEIUNG - 000RD W/ OWNER NEW PRE-ENG. WD. TRL165E5 W/ Z.6 TOP CHORD @ 24' O.G. MAX ° SCHED TIE -BEAM - SEE ROOF FRAMING PLAN 2'-0' 5/8' 5TU000D NON-VENTD OH (TYP) SOFFIT OVER FELT -BACK HIGH RLB LATH SECURD W/ •6 STAPLES @ 4' Or, CTYR 8' CAW GOLUMN BEYOND 3'-O'.7'-0' STONE COUNTER TOP 5GREEND OPENING BEYOND 7 U I. 8- i 1'-3' i_ / GONG FILLED TOP COURSE (TYP) R-11 IGYNENE IN5UI ATION 5/8' PLYWOOD SHEATH'G ROOF MEMBRANE $ F' 7 COMP ROOF'G - 5EE ROO5PEC5 ON ROOF PLAN $ FRAM'G NOTES ON ROOF FRAM'G PLAN INSULATION STOP 18 COMP. WOOD (HARDIE) FASCIA $ PT YL BATT 1.3 NAILER W/ 2 V2' 5 BTM ALUM DRIP FLASH'& ROOM TO MATCH ROOF LY) PANEL FINISH I P +9'-4' ° ° T$G CEDAR CEILING - COORD W/ OWNER NEW PRE-ENG. WD. TRUSSES W/ 2,6 TOP CHORD @ 24' O.G. MAX ° SCHED TIE -BEAM- SEE R F FRAMING PLAN 5 8- 5TUCC.O'D NON-VENTD OH CTYP) 5(JPFTT.OVER FELT -BACK uiVa. oin i a•na c.,IV" uu Ilililil� ENING BEYOND GMU COLUMN BEYOND FILL TOP COURSE 8• CNW W/ HORIZ. JOINT REIN=. IS I6' OG E VERT RFAW. GEU-5 W/ D •50 IN CON, FILLD GEULS IS I 45' OC - W/ PAINTD STUCCO FINS TO MATCH EX1576 RESIDENCE VINYL STUCCO 5TOP/DRIP COUNTER FLASH'& OVER I E-DRILL, DOWEL $ EPDXY D #9 WAU, FLASH'G (TYP) I W/ 6' MIN EMBED INTO EXIST'& EXI5TG GRADE SLAB $ NEW FOOTER - D PER SIDE (TYP) I 4' GONG TOPP'G W/ 3'-0' PERIMETER STRIP OF 6.6/WL4.WIA WWM FLR -- •.I LEX15T6 CON, SLAB NEW SCHED FOOTER TO REMAIN 2'-0' 6' T 2 WAUU SECTION SLOPD GROUT BE PVC SHOWER PAN UNER TO EXTEND WALL FACE $ CO/ WRAP DOOR THRE 6 ) SHOWER DETAIL, , 8' GMU W/ HORIZ. JOINT REINF. IS 16' OG $ VERT EXSTG LONG SLAB REINF. GELL5 W/ D #50 IN GONG PILLD at-L6 @ 48' OC- TO REMAIN W/ PAINTD STUCCO FINISH TO MATCH EXSTG RESIDENCE EA 51PU EXSTG POOL. NEW 4' COW TOPPG FOUR DECK TO REMAIN W/ 3'-0' STRIP OF 6.6 WL4. WIA WWM OVER EXSTG SLAB Q FIN FI,R NEW DECK DRAIN - SLOPE TO LANU5GAPE 5 WALL 55CTION 3/4 7 NOT U5EP FULL HEIGHT 1/2' CEMENT TILE BACKER BOARD W/ CERAMIC TILE GONG OR DBL. PT 2.4 CURB / 5ILL PLATE EXI5T'G CONG SLAB OR FLOOR SYSTEM TYP ROOF'G- SEE 5EG7I0N I/A3 R-" IGYNENE IN15ULATION NEW PRE-ENG. WD. TRU55M W/ 2.6 TOP CHORD @ 24' O.G. MAX INSULATION STOP 12 51 OB T 4 .. °J °L NEW 5/8' CEMENT BOARD CEILING - PAINTD -CHORD W/ OWNER r NEW FRRMD $ FOURD TIE -BEAM 2'-0 EXTENSION W/ Z) «5 CONT OH (gyp) PRE -DRILL, DOWEL $ EPDXY D #50 INTO GONG FILLD CELLS IS 3Z' OG (MAX) W/ 6' MIN EMBED $ HOOKD INTO NEW TIE -BEAM EXTENSION TYP FA5GIA $ 50PFTT - 5EE TYP. WALL 55CTION 1/A3 EM576 GMU BLOCK TO REMAIN 3 ) TIE -BEAM EXTEN51ON 4 ) NOT Ua5P NTI5 i3 NOT USED PRE-MLL, EPDXY DOWEL NEW TIE -BEAM TO EXISTG TIE -BEAM W/ D +50 (6TAMP) $ HOOKD INTO NEW TIE -BEAM IS GONG FILLED GULLS @ 3Z' OC MAX (TYPE ++T-4' TOB. NEW ° ° IEW,R9INF. TIIVrBEAM�o ° FXTt ION • n O' c O o I' G e k 1 1 •-EXSTG TIE -BEAM a ----------------- SAW -GUT $ REMOVE d EXSTG TIE -BEAM IS NEW t ENLARGD DOOR OPENING 1 SAW -GUT $ REMOVE 8' OF EXIST'G CMU TAME Ll 1 EXSTG CMU WALL I ENLARGED DOOR OMNW77 1 a I .1 POUR SOLID JAMB W/ D +50 - PRE-DRIULD. DOWELD E 1 EPDXYD W/ 6' EMBED ffYPi 1 1 :o I EXSTG CONC SLAB NT5L� ) STRUCTURAL, DETAIL, NEW PITCHED ROOF TRUSS FRAM'G CTYR SPEGD ROOF'G -SEE ROOF PLAN -10'0 TUBE 5KYUGHT CTYP OF 3) REPLACE EXSTG FRAMED 12 EXTERIOR WALL W/ NEW STUGCOD GMU BEAR'G 5 WALL / TE-BM TO MATCH EXSTG NEW MODIFIED BEAM HEIGHT B. FY14TY am Vrnn rk +O'-O- FlNSH FLOOR m ' STONE GGUNTERTOP •... ; 8 NEW ALUM GATE- BY OTHERS EXIST'G CMU WALL TO REMAIN \ / Ll NEW 8' GM1J.- 3/4' STU000D SILL WALL NEW SGREEN DOOR $ ENCLOSURE - BY OTHER5 NEW PITCHED ROOF — TRU55 FRAMING 12 5 1 SOUTH ELEVATION 1010 TUBE SKYLIGHT CTYP OF 5 7*5peV ROOF'G - 5EE ROPLAN elk +9 -4' - - - - - - — EX15T'G STUCCOV C ll - r - R r N NEW ALUM GATE - BY OTHERS G EXI5T'CMU WAU NEW SCREEN ENCLOSURE - BY OTHERS _ TO REMAIN r . NEW 6' Cmi, STUGGOD 51U WALL REPLACE EXIST'G FRAMED 6 o EXTERIOR WALL- W/ NEW STUGGOD GMU BEAR'G ALTIE-H BM TO MATC -G NORTH ELEVATION 5PECD RO ROOF PL.AP rk +9'-4' _ +a-0' F1155h--M STUGGOD SILL B I ucGO FIN15H WALL (TYP) WEST ELEVATION 12 51 +9'-4'_ T.OB. L" Li NEW ALUM GATE- \ BY OTHERS / NEW DOOR - SEE FLOOR PLAN BAST — ELEVATION NT5 NEW PITCHED ROOF TRUSS FRAMl% SMCD ROOF'G - 5EE ROOF PLAN EX5T'G STUGCOD CMU- REPAIR $ REPAINT - COORD W/ OWNER REVIEWLU I-Uf, E COMPLIANT ST. LUCIE COUNT React >4; N° m 9 -a °- ° n z< N m Z 1 usa< PLU FE O ,� to (� LN Z 7 � cn ha 8 u om CQ Q N� g OO d i L LL- n to � l- II G ul L ca 0 l-, 0 n M qi i (Z (Z � wlrA L I IN �I JOB NO. 18-667A DATE 4-15-21 DRAWN BY JMB CHECKED BY 5MG SHEET 4 OF 5 5TRUCTURA. NOTES ° STRUCTURAL WORK SMALL BE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE FLORIDA BUILDING CODE, LOCAL GODE5, ORDINANCE5 E RECA"TION5 • VERIFY ALL DIMEN510N5 AND 517E CONDITIONS PRIOR TO 5TARTIN65 CONSTRUCTION. .ARCHITECT 15 TO BE NOTIFIED OF ANY DISCREPANCIES OR INGONSISTENY.IE5. .SEE ARGHITECTURAL, MECHANICAL AND ELECTRICAL DRAWIN55 FOR ANCHORED, SUPPORTED AND EMBEDDED ITEMS WHICH AFFECT THE STRUCTURAL WORK. VERIFY DETAILS AND DIMENSIONS WITH EQUIPMENT PURCHASED. .COORDINATE SIZES AND LOCATIONS OF OPENN055 IN FLOORS AND ROOF WITH ARGHTIEGTIJRAL, MWHANGAL, AND ELECTRICAL REQUIREMENTS. .TOP OF SLAB AT GROUND LEVEL REFERENCE EL. 0'-0'. VERIFY ELEVATION WITH CML 517E PLAN °THE STRUCTURE S DESIGNED TO BE 5ELFSUPPORTIW AND STABLE AFTER THE BUILDING IS COMPLETE. IT S THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROGEDURE6 AND 5E9UENCE TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION THIS INCLUDES THE ADDITION OF NEGE-55ARY SHORING, 5HEE7IW, TEMPORARY BRAGING, GUYS OR TIEDOWNS. °THE CONTRACT STRUCTURAL DRAWIW-5 AND SPECIFICATIONS REPRESENT THE FINSHED STRUCTURE, AND DO NOT INDIGATE THE METHOD OR MEANS OF CONSTRUCTION THE CONTRACTOR SHALL. SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RE5PONYIBLE FOR ALJCONSTRUCTION MEANS. METHODS, TECHNIQUES, SEQUENCES AND SAFETY. THE ENGINEER DOES NOT HAVE CONTROL OR GHARGE OF, AND SMALL. NOT RESPONSIBLE FOR THE CONSTRUCTION MEAW5 METHODS, TEGHMQUE55EQUENCES. OR PROCEDURES. FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK FOR THE ACTS OR OMISSION OF THE CONTRACTOR, SUBCONTRACTOR OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN AGGORDANCE WITH THE CONTRACT DOCUMENTS. ROOFS 30 P5F ELEVATED FLOORS WA STAIRS WA ELEVATED DEGKS WA DEAD LOADS ROOFS 25 PSF ELEVATED FLOORS WA ATTIC STORAGE 20 prof CEIUW / MEP 5 P51' WIND LOADS (PER FBG 2044 RESIDENTIAL UON) VELOGITY 160 MPH IMPORTANCE FACTOR ID EXPOSURE CATEGORY D SOILS DATA: ALLOWABLE BEARING PRESSURE 2500 Prof (A55UMED) FOUNDATIONS ° BUILDING AND SITE FOUNDATION BEARING SURFACES ARE TO BE PREPARED IN COMRIANCE WITH GEOTECHNGAL REPORT PREPARED SPEGIFIGAU,Y FOR THE PROJECT SITE. AT A MINMJM SITE PREPARATION TO INCORPORATE THE FOLLOWING, UNLE56 MORE STRINGENT OR INTENSIVE REQUIREMENT5 ARE MANDATED IN THE GEOTECHNCAI. REPORT. THE ARCHITECT AND/OR EWINEER ACCEPTS NO RE5PON51BIUTY FOR SETTLEMENT OR OTHER SOIL RELATED EFFECTS U%5SS A THOROUGH GEOTEGHNCAL EVALUATION AND REPORT OUTLINING SITE AND FOUNDATION PREPARATION REGOMMENDATION5 HAVE BEEN ISSUED AND INCORPORATED INTO THE DESIGN DOCUMENTS. o THE CONSTRUCTION AREA SHALL BE STRIPPED OF ALL VEGETATION, TREES, ROOTS, DEBRIS AND OTHER DELETERIOUS MATTER WITHIN AND FIVE FEET BEYOND THE PERIMTER OF THE PROPOSED BUIIAIN5 AND PAVED AREAS. ALL AREAS TO RECEIVE FIU, SHALL ALSO BE STRIPPED AS DESCRIBED. o IT IS THE OWNERS OBLIGATION TO OBTAIN A GEOTECHNGAL ENGINEER TO CONDUCT TEST BORIN05 AND SURVEYS OF EXI5TIW SITE CONDITIONS AT AND AROUND BUILDING FOOTPRINT TO DETERMINE SOIL AND SUBSURFACE CONDITIONS. . THE CLEARED AREAS ARE TO BE PREPARED FOR CONSTRUCTION A5 OUTIUNED IN THE GEOTECHNCAL FW71WUR RECOMMENDED PROCEDURE5 REPORT. ° FILL SHAD. BE GLEAN SANDS WITH LE55 THAN FIVE FERGENT FINES (PERGENT OF DRY WEIGHT PASSING A U.S. NO. 200 SIEVE). HIGHER FINE CONTENTS GAN BE USED BUT MORE CONSTRUCTION CONTROL. 15 NECESSARY. BACKFIU, BEHIND WALLS SHAU, BE VERY PERVIOUS, WITH NO MORE THAN THREE PERCENT FINES. ° WHERE FILL IS REGUIRFA, THE 5URFACE SMALL BE PREPARED A5 INDIGTATED ABOVE. THE OUTER EDGES OF THE FILL SMALL EXTEND FIVE FEET BEYOND THE BUILDING PERIMETER WITH A MAXIMUM HORIZONTAL TO VERTICAL RATIO OF 4 : I, THE FILL SHALL. BE RAGED IN Y2-INGH THICK UFT5 AND COMPUGATED TO AT LEA5T'18 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557). COMPACTION SHAD. BE CHECKED WITH FIELD DE51TY TESTS. ° P05SITIVE DRAINAGE SMALL- BE MAINTAINED AT THE SITE DURING THE CONSTRUCTION OF THE PROJECT. PREFER TO CIVIL PLANS FOR ADDITIONAL 51TEWORK AND DRAINAGE REQUIREMENTS. . IMMEDIATELY PRIOR TO REINFORCING STEEL PLACEMENT ALL. BEARING SURFACES OF ALL FOOTING AND FLOOR 5LAB AREA5 SHAD, BE GOMPACTED U51N65 HAND OPERATED MEGHANCAL TAMPERS. IN THIS MANNER, ANY LOGAUZFD AREAS WHICH HAVE BEEN LOOSENED BY EXCAVATION OPERATIONS SHAU, BE ADEQUATELY REGOMPACTFD. ° REMOVE FREE WATER FROM EXGAVATION5 BEFORE PLACING CONCRETE. ° PLACE CONCRETE FOR SLAB ON GRADE ON A 10 MIL POLYETHYLENE FILM VAPOR BARRIER INSTALLED ON POISONED COMPACTED SOL, SEE STRUCTURAL DRAWIWiS FOR ADDITIONAL FOUNDATION NOTES CONCRETE ANP REIWORGIW ° CONCRETE WORK SHALL CONFORM TO ACI 6PEGIFCATION5 FOR STRUCTURAL CONCRETE FOR BUILDINGS, AGI 301 LATEST EDITION . CAST -IN -PLACE COWLRETE SHALL BE AS FOUOW5, EXCEPT AS NOTED: 28 DAY GO STREWTH .SLUMP (+/-I') MAX W/C RATIO MAX AC?C7R56ATI5 AIR CONTENT FOUNDATION5 3000 P51 5- OA8 3/4' 4-7 % SLABS ON GRADE 3000 P61 4' 0.48 3/4' 4-7 % STRUCTURAL TOPPIW 4000 PSI 5' 0.45 3/8' 5-8 % GOUR#6 E TIE BEAM 4000 PSI 5' 0.45 3/4' 5-8 % FILLED GELLS (GROUT) 3000 P51 8' -11' 055 3/8' WA ° SUBMIT DESIGN MIXES FOR APPROVAL AT LEAST ONE WEEK PRIOR TO CONCRETE POUR. DESIGN MIX SUBMITTALS MUST INDICATE PROPOSED LOCATION OR TYFE OF I.M. FAILURE TO DO 50 WILL CAUSE DELAY AND/OR REJECTION OF SUBMITTALS. ° PROVIDE CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS, UDN, LOCATION AND GOWITION MINIMUM COVER A CONCRETE CAST AGAINST AND PERMANENTLY ALL BARS 3' EXPOSED TO EARTH 5. CONCRETE EXPOSED TO EARTH OR +6 OR GREATER 2' WEATHER +5 OR GREATER 11/2' G. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROIkD 1. SLA5, WALLS, AND JOISTS +p OR 5MALLER 3/4' 2. BEAMS AND COLUMNS ALL BARS I 1/2' ° COVER APPLIES TO PRIMARY REINFORCEMENT, TIES. STIRRUPS AND SPIRALS. ° RMNIFORGIW BARS SHALL CONFORM TO ASTM A-615, GRADE 60, LATEST REVISION, WITH 5UPPLEMENT (5D, MARKED '5'. ° WHERE BEAM REINOFRCIW IS SHOWN GONTINLIOU5, 5PUCE BOTTOM BARS OVER SUPPORT AND TOP BARS AT CENTER OF SPAN ° LEWTH OF LAP SPLICES AND BAR EMBEDMENT SHAD. BE AS 5HOWN IN TABLE, UNLESS OTHERWISE NOTED: MINIMUM 5FUGE LEWTH FOR DEFORMED BARS T<IZ BAR SIZE +6 OR LESS 3000 P61 4000 MI *CLASS A *GLASS B sGLA55 A +GLA55 B 44Db 57Db 38Db 4gDb +7 OR MORE 55D6 7Db 47D6 611A6 TNZ +6 OR LESS 57Db 74D6 50D6 65Db +7 OR MORE 71Db 81D6 6Db 79Db NOTES: T IS DEPTH OF CONCRETE UNDER BARS 'Db' 15 BAR DIAMETER *FOR ALL REINiFORCIW SPLCE5 UITL2E CLASS W SPUCE. UNO. ON PLANS OR DETAILS. . AT CHANGES IN DIRECTION OF CONCRETE WALLS AND TIE BEAMS. PROVIDE CORNER BARS OF SAME 52E AND SPAGIW AS HORIZONTAL 5TEEL. ° PROVIDE STANDARD HOOKS AT DISCONTINUOUS ENDS OF TOP BARS. WELDED WIRE FABRIC TO GOMPL.Y WITH ASTM AI85 5HEETS ONLY. NO ROLLS. INSTALL ON BRICKS OR BOLSTERS. AT MID -DEPTH OF THE SLAB. SGHED TOP REIN= SCHED 50TT REIN= SGHED TIE$M / BOND BEAM y VWT WALL REINF 8'-0THRU LINTEL E 8' PRECAST CONICHOOKD *MAVI/ INTO TE-BM U-IUNTEL BLOCK LREIN'. - COW_ FIUZP W/ 13'-8HOOK REIPb LINTO LLNTEL REIWF5GI1ED VERT WALL I 4n--nFFINF LINTEL DETAIL NT5 STRUCTURAL STEEL ° STEEL WORK SHALL CONFORM TO THE A15C 'MANUAL OF STEEL CONSTRUCTION 9TH EDITION AND SPECIFCATIOW FOR STRUCTURAL 51"M, BUILDIWS'. F)Sq EDITION ° MATERIAL SMALL CONFORM TO THE FOLLOWING, EXCEPT A5 NOTED: STRUCTURAL STEEL W-SHAPES: A5TM A"Z.(FY-50 KSD AN65LE5, CHANNLE5, AND PLATES: ASTM A36 ffY-36 KSD 5, M, AND HP SHAPES: ASTM A36 (FY-36 K51) N1`5 STEEL PIPE: ASTM A53, GB. B (FY-35 KSD HOU.OW 5TRLIGTURAL SECTIONS - RECTAWULAR: ASTM A500, GR. B (FY-46 KSD HOU,OW STRUCTURAL SECTIONS - ROUND: ASTM A500. GR. B TY-42 K51) HIGH STRENGTH BOLTS: ASTM A325; NUTS: A5TM A563; WA5HER5: ASTM F436 B7 T1'-I25 KSD ° CONNECTIONS: ° UN.E55 OTHERWISE NOTED, BOLTS SHALL BE HIGHSTREN5TH, BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANES. TIGHTEN BY AISG APPROVED TIGHTENW METHODS. ° WELDING ELECTRODE5 FOR A36 E A"2 STEEL SHAD. BE E7OXX. RETURN FILLET WELDS FOR FRAM5P COMEGTIONS 1/2"AT EACH END. ° SHOP CONNECTIONS SHAU. BE WELDED OR BOLTER ° FIELD GONNEGTIONS SHALL BE MADE WITH 3/4' BOLTS, EXCEPT A5 NOTED OTHERWISE. ° DESIGN BEAM GONNEGTIONS TO DEVELOP THE REACTIONS DUE TO THE MAXIMUM ALLOWABLE UNFORM LOAD FOR THE BEAM SIZE AND SPAN SHOWN, ASSUMING FULL LATERAL SUPPORT, UNLESS OTHERWISE NOTED. . ALL STEEL CONNECTIONS SHOP DRAWIN675 SHALL. BE SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER. . ALL STRUGTURAI, STEEL EXP05ED TO THE EXTERIOR CONDITION5 SHALL BE HOT DIP GALVANIZED. GONGRETE UNIT MASONRY ° CONFORM TO ACI SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530J). ASTM C-476, ASTM G-1019 AND NCMA TICK 107. ° MORTAR SHALL BE TYPE A OR S. WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. ° REINFORCE WALLS WITH TRLLSS-TYPE REINFORCEMENT EQUAL TO STANDARD DUR-O-WAL IN BED JOINTS q-GA OR APPROVED EQUAL AT 16' OC. MEASURED VERTICALLY UOR PLACE PER MFR RECOMMENDATIONS. EXTEND INTO COLUMNS, OR PROVIDE DOVETAIL ANCHORS TO SECURE MASONRY TO COLUMNS. PROVIDE PREFABRICATED TEE' OR CORNER SECTIONS AT WALL INTERSECTIONS. o WHERE CONCRETE BEAMS ARE INSTALLED IN CONCRETE BLOCK WALL, SUPPORT CONCRETE WITH 6' WIDE CONTINLIOU5 STRIPS OF 1/8 SQUARE ME5H SOFFIT SGREENIW OF PUR-0STOP OR EOUAL CENTERED OVER BLOCK WORK USE OF ROOFING FELT STRIPS WILL NOT BE PERMITTER ° OPENN655 SHALL HAVE BLOCK CELL AT EACH JAMB FILLED WITH GROUT AND REINFORCED. AND AS INDICATED IN TYPICAL DETAILS. ° GROUT FOR FILLED CELLS SHAD. CONFORM TO A5TM G476, LATEST REVISION, AND SHALL HAVE A SLUMP OF BETWEEN 8' AND II'. PROVIDE GLEAN911175 FOR LIFTS GREATER THAN 5'-0' IN HEIGHT. PUMP 4'-0' MAXIMUM GROUT LIFTS FOR HIGH LIFTS OZ'-0' MAX) GROUTIW7 WITH 30 MINUTE DELAY BETWEEN LFTS. ° AT FIUZP CEUb, LAY UNITS WITH FULL BED JOINTS AROUND GEU-5. ° CONCRETE BLOCK TO CONFORM TO A5TM C-90 (Pm - 1500 PSI, 1900 P51 ON THE NET AREA). ° ALL COLUMNS AND BEAM5 INTEGRATED IN CMU WALLS ARE 8' AND IZ' NOMINAL AND 7-5/8' AND 1-5/8' ACTUAL DIMENSIONS. . LAP SPLICE GMU REINFORGING, 48 BAR DIAMUTW5. UON ° TESTING OF GROUT TO COMPLY WITH ASTM G-IOH. . /7 FAWLR f-A*MlAV;t, C,HAI I. RF PPnVInFf) AT THE RnTTnM nF rFIJ_4 Tn FR SHAD. BE SEALED BEFORE GROUTING, AFTER INSPECTION ANT OVERHANGING MORTAR OR OTHER 006TRUGTION OR DEBRIS SHAD. BE REMOVED FROM THE INSIDES OF SUCH CELLS WALLS. VERTICAL REINFORGEMENT SHAD. BE HELD IN POSITION AT TOP AND BOTTOM ANDAT INTERVALS NOT EXCEEDING RZ BAR DIAMETERS. CDA 5 CONTAINING REINFORCEMENT SHAD, BE FILLED SOUDLY WITH GROUT. ° GROUT SHAD. BE POURED IN LIFTS OF 4 FEET MAXIMUM HEIGHT. GROUT SHAD, W CONSOUDATED AT TIME OF PLACING BY VI3RATIN5 AND RECON50UDATED LATER BY VIBRATING BEFORE PLASTICITY IS LOST. WHEN TOTAL GROUT FOUR EXCEEDS 5 FEET IN HEIGHT, THE GROUT 5MLL BE PLAGED IN 4-FOOT LIFTS. MINIMUM CELLS DIMENSION SMALL BE IN ACCORDANGE WITH TABLE 5 OF ACI 530.1 3' X 3' FOR GOARSE GROUT, 12 FT. MAXIMUM POUR HEIGHT). WHEN THE GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE MADE BY STOPPING THE POUR OF GROUT NOT LE55 THAN 1-1/2 INCH BELOW THE TOP OF THE UPPERMOST UNIT GROUTED. ° BEAMS WITH PREFIX "IB' 5HAU. BE OF CONCRETE, POURED AFTER THE MAC WY WAU-5 BELOW ARE IN RAGE. REINFORCING SHAD. BE CONTINUOUS THROWN TIE BEAMS WITH MINIMUM LAP SPICES OF 48 BAR DIAMETERS AND BENT BARS AT CORNERS. USE METAL LATH, MORTAR, OR SPECIAL UNITS TO CONFINE CONCRETE TO AREA REQUIRED, IN AGGORDANGE WITH AGI 530J (SOUP METAL OR FELT CAVITY GAPS ARE PROHIBITED). o MASONRY WALLS MARKED AS LOAD BEARING ARE DESIGNED TO CARRY FLOOR GRAVITY LOADS AND MUST BE CONSTRUCTED TO SUPPORT THE CONCRETE FLOOR SLAB CONCURRENTLY WITH CONCRETE COLUMN CONSTRUCTION ° MASONRY WAW5 INDICATED A5 7NFIW ARE DESIGNED TO RESIST LATERAL. LOADS AND MUST BE GON5TRUGTED AFTER THE CONCRETE SLAB IS CAST. IWILL WALLS SHALL BE GONSTRUGTED 5TARTIW AT THE FOUNDATION LEVEL AND WORKIW UPWARD ONE LEVAL, AT A TIME. DO NOT START NEXT HIGHER LEVEL OF WALL PRIOR TO GOMRETION OF WALL BELOW. AU 0W A MINIMUM OF 3 DAYS GURIW FOR GROUT OF WALL. BELOW PRIOR TO STARTIW WALL ABOVE. ° SIWL . STORY MA50NKY WALLS INDICATED A5 'PARTITION WALLS' SHAD. BE CAST ON THICKENED SLAB FOUNDATIONS AND ARE NOT DESIGNED TO GARRY AN LOADS FROM THE MAIN BUILDIW STRUCTURE. ISOLATE TOP OF PARTITION WALLS FROM UNDER505 OF CONCRETE SLAB WITH A MINMUM 1/2' THICK COMPRESSIBLE MATERIAL. ° PROVIDE CORRIGATED STEEL ANCHOR STRAP AT MASONRY TO CONGRETE JOINT AT LOCATIONS. NOT DESIGNATED AS EXPANSION JOINT BY ARCHITECT, WHERE STUCCO SPANS FROM MASONRY TO CONCRETE STRAPS SHAD, BE MINIMUM 5l. x NI x 16'6A. AND SPACED @ 16" O.C. VERTIGALJ-Y. WOOD FRAMN57 . PERFORM WORK IN ACCORDANCE WITH THE FOU.OWIW AGENGIE5: WMBER GRADIW AGENCY; CERTIFIED BY ALSC AND PLYWOOD GRADIW AGENCY; GERTIFIED BY AM ° UMBER MATERIALS SHALL FOUOW WA AND 5PI3 GRADIW RULES, AND SHAD. HAVE THE FOLOWIW PROPERTIE5: -BEAMS AND HEADERS: SOUTHERN FINE 5PECIE5 OR DOUGLAS FIR SPECIES; NO. GRADE OR BETTER -RAFTER / 3015T FRAMMG: SOUTHERN FINE SPECIES OR DOU67LA5FIR SPECIES, NO. 2 GRADE OR BETTER -ROOF DECKIW: 5/5' GDX PLYWOOD SHEATHIW -MSGEU.ANEOU5 FRAMW: 5OUTHERN FINE SPECIES OR DOUGLA5 FIR SPECIES, NO.2 GRADE ° ALL FASTENERS. CUPS. HANGERS, BASES. CAPS E TIE -DOMINO SHAD. BE FABRIC-ATUD FROM GALV. STEEL ° FRAMIW CONNECTOR MODEL. Nl MBER5 SHOWN ARE SIMPSON STROW-TIE COMEGTOR5, A5 MANUFACTURED BY SIMPSON STROW-TIE CO, 1450 DOOUTTLE DR., PO. BOX 1565, 5AN LEAWRO. CA 94577. SUBSTITUIION5 ARE ACCEPTABLE WITH APPROVAL. FROM THE EN61WER INSTALL SIZE AND NUMBER OF FA6TENER5 AS SHOWN IN LATEST SIMFSON CATALOG. . ALL P05T-I115TAU,ED ANCHORS SHALL BE EPDXY ADHESIVE TYPE WITH ASTM THREADED ROD, UON BRAND AND TYPE OF EPDXY ADHESIVE SHAD, BE 51 SET, Hun HIT MY 50, OR HILTI RE 500 EPDXY. NO 51.1135TIT ITIONS WILL BE ALLOWED WITHOUT WRITTEN PERMISSION FROM THE EWINEER OF RECORD. EVALUATION OF SUBSTITUTION REQUEST5 WILL INVOLVE ADDITIONAL EWIWERIW TIME, AND POSSIBLE REDE5IGN OF CONNECTIONS, WHICH WIU, AFFECT OTHER TRADES. T. O. B. SCHP TIE BEAM W/ T E B BARS PER SGHD a 2-+5 F100K BARS TIED TO TOP z BARS OF OFFSET BEAMS Fa FORMED GOWMN POUPw WEHD VERTICFIAR(S)ULZGEL. T. 0. tom_ TIE BEAM W/ T E B BARS :HD B-Za WALL,, 5TEPPED TIE BEAM DETAIL NTTS SEE PLAN Z TIES @ I/2 �} �-fl �- STD HOOKSPECIFIED 5P IW JIl�,FL{11- TYPICAL TIES @ 6PAG W SPECIFIED - TIES V2 SPEGIFED �� SPACING I I I I I COLUMN OFFSET V2 SPECIFIED LAP SPLICE TTYYPIxC O, 2 TIES @ 1/2 SPEGIFED 5FACIN TIE5 @ SPEGIFED ALL GOWMN REBAR TO BE SHOP OFFSET BENT. SLOPE OF OFFSET INIGUNE NOT TO EXGEED16 PILElcm GRADE BEAM (FLEV VARIES) OR 5HAUOW FOUNDATION SEE PLAN E DETAILS TYPIGAL CONCRETE COLUMN DETAIL, NT5 FLAME 6PREAD/5M0KE DEVELOPED INDEX TABLE FINISH FLAME SPREAD / SMOKE DEVELOPMENT BAIT INSULATION 25 / 50 SPRAY INSULATION 20 / 400 GYP5UM BOARD 25 / 50 STAINED TEG CEILNNG 150 / 300 5EGURE I LAYER OF 30+ FELT TIN-TAC,(7W @ 6' OG. EDOE5 / FIELD - OVER TOP INSTAL. SELF-ADHER'G ROOF MEMBRANE (OWEN5 CORNW WEATHER1,00 TO ACT AS A SUP SHEET BETWEEN ROOF PANELS E UNDERLAYMENT INSTALL TITS -LOG' PUS 0.032' ALUM ROOF PANELS (OR APPROVED EQUAL IN OWNER SELECTED STANDARD FACTORY COLOR KYNAR PAINT FIN5H - FASTEN PANELS W/ S.S. TITS -IOC PLUS CUF5. FASTEN CUPS W/ 2) +IOx 1 1/2' 95 PAN HEAD 5GREWS @ 24' O.G. - 3' FROM 5W5 MAX - 6' Or, IN WIND ZONE 2 E 3 INSTALL. NEW PRE-FIN5H ALUM DRIP EDGE E WALL. FLA5H'G - LEAD VENT COU.ARS E GOO5NECK VENT W/ SIMILAR 52E/TYPE OR AS SPECIFIED IF NEW. a (TYP) EDGE ZONE ROOF PLAN CONT. LATERAL WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN BRAG WITHE LAOFPLATE IWT�EWBE 765NB Q RIWN HPLANTHE WE A THE TRUSS FABRICATOR SHALL PROVIDE AND LOCATE BRACIW LATERAL BRAGIW FOR EACH TRUSS WEB MEMBER AS REQ. CONT. LATERAL, BRACING GONIPRE5510N WEB B. LATERAL. BRA.QW SMALL BE RESTRAINED BY DIAGNAL 5LOPIW OR VERT. BRAGW (MN. 2' THICK NOMINAL LUMBW. THIS BRACIW TO BE CONTINUOUS. DIAGONAL BRAGIW G. A MIN. OF TWO ROWS OF DIAGONAL BRAGIW IS REQ., ONE NAILED TO OPPOSITE @ EACH VERT. MEMBER C1, 5E5T TO BEARIW LOCATIONS. DIAGONAL 51DE OF WEB TO BRACIW PREVENT LATERAL, THE BOTTOM CHORDS SHALL BE BRACED BY CONTINUOUS LATERAL MOVEMENT @ BRACIW 5PACED @ 8 TO 10 FEET, NAILED TO TOP OF THE BOTTOM 20' O.0 CHORD DIAGONALS PLACED @ 45 DEGREES TO THE LATERAL DIAGONAL BRACIW SMALL BE LOCATED AT EACH END. IF THE BUILDIW FORM BRACED EXCEED 60 FEET IN LEWTH, DIAGONAL BRACIW SHALL BE BAY 6 20' REPEATED @ 20'INTERVAL5 INTERVALS. REPEAT TOP CHORD BRACIW: @ BOTH ENDS A IF PLYWOOD DEGKIW IS APPLIED DIREGTLY TO TOP CHORD, CONT. LATERAL PROPERLY LAPPED E NAILED TO DEVELOP DIAPHRAM ACTION, BRACIW LOCATED BRACIW IS NOT REQ. ON OR NEAR FAWEL B. IF FURUWS ARE USED, DI owL TOP CHORD BRAGIW IS REQ. FONTS 8' TO 10' AT EACH END. IF THE BUILDIW EXCEED5 60 FEET IN LEWTH, OC• DIAGONAL, BRACIW SHAD. BE REPEATED @ 20'INTERVALS. 'vv Q N UNTEL BEAM - SEE UNTEL DETAIL -COLUMN: VERTICAL REINF. / W/ 2) +60 IN CONIC FILLED GULL "Im ri O i I J 11 T■ I I I I I I I I I GIRDER TRU65 - - - PRE-EW. OOD TRU55E5 - O @ 24' oC. W/ 5/12 PITCH TO MAT& W60EWE - - - - - - - F 124'x3b'tII W D � ATTIC ACCESS-, PAN l_ - , m T F_T F7_ IN _ 1 I II I OI I I I - ■ - ■ Q LT 45 © - ■ ■ O - 1 I I I l l l I I I I o OH (TYPI VERIFY NEW VERT REINiF. W/ A r50 PRE-DRILLD, DOWELD E EPDXY W/ 6' EMBED INTO EXIST& TIE -BEAM - SEE DTL 3/A3 ROOF FRAMING PLAN 1/4' TRU55 CONNECTOR $ NAILING SCHEDULE NAILING / BOLTING REQ. TO MEMBER TO BEARING MK MANLIF. CONNECTOR QTY. RFWRK5 A SIMPSON HETA16 1 'D IOd x 1 V2' 4' EMBED B 5IMPWN METAIZ 1 7) IOd 1 1/2' 4' EMBED G 51MPIFON HETA16 2 q) IOd x I V2' 4' EMBED D E GENERAL NYOT56: KEYED NOTES ❑ PROVIDE 51MP50N T55 TRU55 SEAT OR 26GA GALV STEEL MOISTURE BARRIER 1. RIGHT FLAWS GONCEAL WHERE ALL NON -PRESSURE TREATED FRAM'& MEMBERS ARE IN CONTACT GONG / MASONRY ❑ WHERE MULTIPLE CONNECTORS ARE SCHED D NAIL'& OUANIITY IDENTIFIED IS PER CONNECTOR CONCRETE BEAM / LINTEL SGHEDULE MK 51ZE REINFORGIW STIRRUPS TOP OF WALL OR BEAM REMARKS BOTTOM TOP TIE E SPAGIW TE-BM TB -I 8'x 16' D +50 2) +50 SEE FRMG RN 2 COURSE BEAM BLK TE-BM T15-2 8'x B'(MIN) 2) +50 2) +50 SEE FRMG RN FORMD LONG TIE -BM EXTENSION DTL 3/A2 LINTEL L-I 8'x8' 5EE SECTIONS PRE-GA5T UNREINF LINTEL BM L-2 8'x8' D +50 SEE SECTIONS PRE-GA5T REINF UNTEL BM LINTEL LB -I 8'x 16' 1 D +60 2) +50 1 1 SEE RAN PRE -CAST PRESTRESSED REIN= LINTEL BM 1. (R) - REGES5ED UNTEL 2. FRAMING PLAN NOT55 0 ROOF TRUSSES/RAFTERS SHAD. BE PRE-EW 5GI550R WOOD O HEADERS / UNTELS TRU55E5 W/ 2x6 TOP CHORD W/ 5/12 PITCH - SEE ROOF FRAMW PLAN E SECTIONS ALL EXTERIOR DOOR E WINDOW HEADERS SHALL, BE PRECAST OR PRESTRESSED CONIC LINTEL BLOCK MANUF BY CAST-GRETE, O THIS IS A PREUMANARY ROOF MlsjWW PLAN FINAL TRUSS SHOP CONG. FILLP E P51W AS 5GHEDULED. DRAWIN6_5 TO BE REVIEWED E APPROVED BY ARCHITECT PRIOR ALL DOOR /WINDOW LLNTELS ARE UNTEL TYPE L-1 URO. TO FABRICATION 0 TRUSS MANUFACTURER TO INDICATE UPLIFT REACTIONS @ TRU55/ FRAMED 5HEAR&OAP PATH WALL 5: GIRDER ENDS E PROVIDE HANGER CAUDUTS FOR TRUSS TO 0 GIRDER E GIRDER TO GIRDER CONNECTIONS SHEAR WALL /LOAD PATH WALLS SHALL BE 2x4 GUN) STUD FRAMIN6 6 16' OG WITH PI 2x SILL PLATE E DBL 2x TOP W/ MIN 32' LAP - SECURE 51U. PLATE TO GONG O SUBSTITUTION OF ANCHORAGE HARDWARE W/ EQUAL OR GREATER FATES HOOTER / BEAM W/ EMBEDOF 32' MIN VALUES IS PERMITTED. ARCHITECT ASSUMES NO RE5PON51BILTY AT E T N - PLYWOOD SHEATH AT LEAST ONE SIDE OF SHEAR WALLS R AL FOR SUBSTITIOW WHICH DO NOT MEET THE 5FECIFED LOAD PATH 5WANEERIW GRITERIA SEQURE STUDS TO TOP E BOTTOM PLATES @ 32' OC. W/ SIMPSON 5P4 OR 5P6 STRAPS W/ 6) W NAILS FOR AU, O PI YWOOD SHEATHING INTERIOR/ EXTERIOR FRAMED LOAD PATH WALLS ROOF CRI65rKGL6OCHaAL.V WAY 8 6ENERAL N5ANAILS EACH NOTES: (4' E1 ED 'E ZONE WALL SHEATHIW TO BE VZ' GDX PLYWOOD SECURED SEE SHEET A-4 FOR GENERAL. STRUCTURAL NOTE5, WfTH bd GALV RINGSHANK NAILS @ 6- OG EDGES E AND PETALS. I�' OG FIELD (4- OC EDGES, 6- OG FIELD IN EDGE ZONE 5) SM PLAN � A-4 FOR ROOFIW SYSTEM /\1 A N /\ SPECIFICATION 20' ON m VERTICAL REINF. W/ D +50 IN CONS FILLED GELL -NEW 170 TUBULAR 5KYLKFiRSI GENITERD ON ROOF RIDGE (TP OF 3) REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC JOB NO. 18-669A DATE 4-27-21 DRAWN BY JM13 CHECKED BY 5M6 SHEET 5 OF 6 MEGHANMECHANICAL,LE5END ABBEff VIATION5 -SOUARE THROAT ELBOW AG -AIR CONDITIONER NO -NORMALLY OPEN 24x12 -DUCT 51ZE, FIRST FIGURE 15 51DE SHOWN W/TURNING VANE5 AFF -ABOVE FINISH FLOOR NT5 - NOT TO SCALE -DUCT SECTION, POSITIVE PRESSURE. FIRST AFG -ABOVE FIN15H GRADE OA OAL -OUTSIDE AIR -OUT5IDE AIR LOUVER } w FIGURE 15 ARROW SIDE AHU -AIR HANDUNG UNIT -RADIUS ELBOW AP -ACCESS PANEL PRV - PRE55URE REDUCING VALVE -DUCT SECTION, EXHAUST BOP -BOTTOM OF PIPE PSI -POUNDS PER SQUARE INCH BHP -BRAKE HORSU0OWER 1`516 -1`151 GAGE -DUCT SECTION, NEGATIVE PRESSURE, RETURN -REGTANGULAR/ROUND BRANCH BTU - BRITISH THERMAL UNIT PVC -POLYVINYL CHLORIDE PIPE TAKE OFF C -CENTER LINE RA -RETURN AIR -DUCT SECTION, UP THRU ROOFOR SLAB -REVOLUTIONS PER MINUTE AT -GRANGE IN TEMPERATURERPM ROUND/ROUND BRANCH TAKE OFF CFM -Cubic, FEET PER MINUTE 5A -SUPPLY AIR XXXXXZXXZXXXXXXZXXXZXXX -FLEXIBLE DUCT GU -CONDENSING UNIT SFD -SMOKE AND FIRE DAMPER -TRANSITION, CONCENTRIC DN -DOWN T -THERMOSTAT 1w -STANDARD BRANCH, NO SPUTTER EAT -ENTERING AIR TUMPUPATUR5 VAV -VARIABLE AIR VOLUME EM5 -ENERGY MANA EMENT SYSTEM VLV -VALVE -TRANSITION, ECCENTRIC EWH -ELECTRIC WATER HEATER VTR -VENT THROUGH ROOF -THERMOSTAT EWT -ENTERING WATER TEMPERATURE -VOLUME DAMPER FP -FIRE DAMPER FPM -FEET PER MINUTE -FIRE DAMPER -DUCT SMOKE DETECTOR GPM -GALLONS PER (MINUTE GV -GATE VALVE � - -CONDENSATE DRAIN I O -POINT OF CONNECTION LAT -LEAVING AIR TEMPERATURE FL -REFRIGERANT UQUID LWT -LEAVING WATER TEMPERATURE RS- -REFRIGERANT SUCTION �- -MOTORIZED DAMPER MBry -THOUSAI� BTU PER HOUR NG -NORMAU Y CLOSED MEGHANIGAL, HEGIFIGATION5 6CNC1<I6L, NUi t5 1.0 [3A51C MATERIAL AND METHODS 1. CONNECTION To IPMENT 6HAL.L. BE VERIFIED WITH MANIFAGTURER5 CERTIFIED 3.0 DUCTWORK DRAWIPYiS. TRAN5MON5 TO ALL EQUIPMENT SHAD. BE VERIFIED AND PROVIDED 1.1 SCOPE OF WORK FOR EQUIPMENT FURNISHED. 3U GENERAL 2. BEFORE FABRICATION, VERIFY AND COORDINATE ALL DIMENSIONS IN FIELD. PROVIDE LABOR AND MATERIALS AS RECnNRED TO PROVIDE A FULLY FUNCTIONING AND COMPLETE HVAC SYSTEM AS INDICATED PROVIDE ALL DUCTWORK IN ACCORDANCE WITH THE LATEST 3. DUCT CONSTRUCTION SHAD BE IN ACCORDANCE WITH SMACNA HVAG DUCT ON DRAWINGS. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE EDITION OF SMACNA DUCT CONSTRUCTION STANDARD, META(- AND CONSTRUCTION STANDARDS, Is+ EDITION AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND FLEXIBLE. DUCT SYSTEM FASTENERS, MA5TICS, AND 4. 515E 5PEG5. FOR ii AUG6S. THICKNESS, BRACING, REQUIREMENTS, ETC., OF EQUIPMENT. FINAL LOCATIONS OF EQUIPMENT SHALL BE FIELD ADHESIVES SHAD BE UL i-ISTED AND LABELED CLASS I. AIR DUGTWORK DETERMINED. ALL D15CREPANICIE5 ON DRAWINGS SHAD- BE LEAKAGE FROM DUCT SYSTEM5 SHALL NOT EXCEED 5 PERCENT OF BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING DESIGN AIR FLOW. PROVIDE 690 GALVANIZED SHEET METAL FOR 5. PROVIDE AIR TURN VANES IN ALL. 90 DEGREE RECTANGULAR DUCT ELBOWS. PRIOR TO SUBMISSION OF BIDS. ALL DUGTWORK 6. DUCT SIZES AND ALL OPENINGS THRU BUILDING CONSTRUCTION SHAD- SUIT 1.2 GENERA( AND SPECIAL CONDITIONS 3.2 FLEXIBLE DUCTWORK EQUIPMENT FURNISHED. 7. COORDINATE DIFFUSER, GRILLE AND REGISTER LOCATIONS WITH ARCHITECTURAL AU- WORK SHAD COMPLY WITH LATEST FLORIDA BUILDING PROVIDE UL STANDARD 151, CLASS 1 COATED FLEXIBLE REFLECTED CEIUNG PLANS AND EQUIPMENT OF ALL TRADE5. CODE EDITION ORDINANCE5 AND REGULATIONS OF THE LOCAL DUGTWORK WITH INTERNAL- ALUMINUM SPIRAL HEUX. PROVIDE 8. LOCATE THERM05TATS AND HUMID16TAT5 54' ABOVE FINISHED FLOOR UNLESS AUTHORITY HAVING JURISDICTION, NATIONAL FIRE PROTECTION 1 1/2' INSULATION WITH OUTER JACKET AND INNER UNER: NOTED OTHERWISE. LOCATE SENSORS AT 66' AFF. ASSOCIATION, AND NATIONAL. ELEGTRICAL CODE. ALL MINIMUM FLEXIBLE DUCTWORK R VALUE OF 6. EQUIPMENT SHALL CARRY THE UNDERWRITERS LABORATORIES 9. ALL EQUIPMENT, DUCTWORK, ETC., 5HALL BE SUPPORTED AS DETAILED AND/OR (UW SEAL WHERE APPLICABLE. 4.0 DUCTWORK AGGE550RIE5 SPECIFIER PROVIDE ADDITIONAL- SUPPORTS AS REQUIRED TO PROVIDE A VIBRATION -FREE, RIGID INSTALLATION 13 QUALITY GONITROL 4.1 FIRE DAMPERS O. ALL DUCT SIZES 5t10WN ARE INSIDE CLEAR DIMEN510N5. UNLESS OTHERWISE NOTED, PROVIDE NEW MATERIALS FREE OF 11. ALL WORK SHAU- BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN DEFECTS. WHERE NO SPECIFIC WEIGHTS OR GRADES ARE FIRE DAMPERS SHALL BE UL LABELED,AGCORDINIG TO UL DUCTS AND PIPING (INCLUDING DIVIDED DUCTS) AND TRANSITIONS AROUND SPECIFIED PROVIDE MATERIALS OF AN ACCEPTED STANDARD STANDARD 555. PROVIDE 1-1/2 HOUR RATED DAMPERS OBSTRUGTION5 5HALL- BE PROVIDED AT NO ADDITIONAL- COST. WEIGHT AND GRADE ACGORDING TO CODE AND GOVERNING 5TANDARDS BY ASHRAE, SMAGNA, NFPA, AND UL. INSTALL ALL SUITABLE FOR HORIZONTAL INSTALLATION INSTAL. DAMPERS IN ACCORDANCE WITH MANUFAGTURER5 INSTRUGTIOWS FOR 12, DAMPERS AND INSIDES OF DUCT5 VISIBLE THROUGH GRIUZS,REGISTERS AND EQUIPMENT. PIPING, DUCTWORK. AND CONTROLS IN ACCORDANCE SLEEVES AND MOUNTING. PROVIDE 165 DEGREE FUSIBLE UNK. DIFFU5ERS SHAD- BE PAINTED FLAT BLACK WITH GORES, GOVERNING STANDARDS, AND MANUFAGTURER5 PROVIDE GA5KETED ACCESS DOOR SUITABLE FOR REPLACEMENT 13. REFER TO TYPICAL DETAILS FOR PIPING AND INSTALLATION OF EQUIPMENT. RECOMMENDATIONS. OF FUSIBLE UNK5 AT ALL DAMPERS. 14. ACCE55 PANELS IN DUCTWORK AND CEIUNGS SHAU- BE PROVIDED WHERE FIRE PERFORMANCE CHARACTERISTICS OF INSTALLED MATERIAL,02 TURNING VANES REQUIRED FOR OPERATION, BALANCING AND MAINTENANCE OF ALL MECHANICAL 51-!AL- BE RATED IN ACCORDANCE WITH A5TM E84. MAXIMUM EQUIPMENT. FLAME SPREAD RATING SHAD- BE 25 AND MAXIMUM SMOKE PROVIDE TURNING VANES IN ALL RECTANGULAR 90 DEGREE DUCT ELBOWS. VANE CONSTRUCTION SHALL BE AGGORDI% TO 5MAGNd5• PROVIDE 'P' TRAP AT EACH UNIT CONDENSATE DRAIN T' TRAP DEPTH SHALL DEVELOPED RATIW-7 SHAD- BE 50. HVAG DUCT CONSTRUCTION STANDARDS. BE AT LEAST 1-1/2 TIMES THE TOTAL 5.P. DROP OF THE UNIT. SUPPLED EOUIPMENTT SHALL Be A5 5GHEDULED OR OWNER 16. ALL DUCTWORK AND PIPING 15 SHOWN SCHEMATICALLY. PROVIDE ALL APPROVED EQUAL IN OUAUTY AND PERFORMANCE. 43 VOLUME CONTROL DAMPERS TRANSITIONS, TURNING VANES, ELBOWS, FITTINGS, ETC., TO ALLOW SMOOTH FLOWS. ALL SPUT DUCT FITTINGS SHAD- TRANSITION TO FULL- 51ZE OF THE IA COORDINATION PROVIDE VOLUME CONTROL DAMPERS AT EACH BRANCH DUCT AND SUM OF BOTH BRANCHES, UPSTREAM OF SPLIT. AS NECESSARY FOR PROPER SYSTEM BALANCING. PROVIDE WITf�7 FACTORY FABRICATED VOLUME CONTROL DAMPERS COMPLETE 5LU� AND SEAT. ALL PIPING PENETRATIONS THROUGH BUILDING PARTITIONS. COORDINATE ALL WORK FOR PROPER LOCATION, POWER, AND UTILITY REQUIREMENT5. 5GHEDULE INSTALLATIONS TO AVOID REQUIRED LOCKING HARDWARE AND ACCESSORIES. I8, COORDINATE THERMOSTAT AND HUM11D15TAT LOCATIONS WITH FURNITURE/EQUIPMENT CONFLICT AMONG TRADES. ADDITIONS TO THE CONTRACT FOR LAYOUTS, WINDOW5 AND DOOR SWING AREAS. COORDINATION AMONG TRAP55 WILL NOT BE AI (.OWED. 4.4 FLEXIBL-E CONNUCTIONS R. COORDINATE WITH ARCHITECT BEFORE PURCHASING GRIU,ES, REGISTERS, 15 PENETRATIONS, GUTTING. AND PATCHING PROVIDE FLEXIBLE CONNECTIONS AT ALL FAN AND AIR DIFRU5ER5, LOUVERS AND OTHER AIR DISTRIBUTION DEVICE5 TO VERIFY FINISH. SEAL ALL PIPING AND DUCT PENETRATIONS OF WAU-5 IN20. HANDLING UNIT SUPPLY AND RETURN CONNECTIONS. PROVIDE FLEXIBLE DUCT CONNECTIONS ON ALL DUCTS GOWAEGTING TO EACH FAN. ACCORDANCE WITH ARCHITECTURAL DRAWINY{ AND 5.0 AIR DISTRIBUTION DEVICES AIR HANDUNG U AND FAN COIL UNIT. N5 SPECIFICATIONS. PIPING PENETRATIOOF RATED FLOORS 21. DU AT DIFFUSER NECKS A5 REQUIRED TO MATCH SIZES OF AND WALLS SHAD- BE SEALED WITH FIRESTOPPING MATERIAL. WITH PROVIDE GRID E5, REGISTERS, AND DIFFCOMPLIANCE. FLUX TO FLUX DUCTS TO DUCTS E CONNECTER FLASH AU- ROOF AND WALL PENETRATIONS IN ACCORDANCE WITH ARCHITECTURAL DRAWINGS. CERTIFIED ADC, ART, AND AMCA PROVIDE OFF- 22 COORDINATE LOCATION OF DUCTWORK WITH STRUCTURAL SYSTEM TYPE. WHITE FINISH, OF STYLES AND BORDER TYPES AS SCHEDULER BORDER Ib HANGERS AND SUPPORTS MAXIMUM DEVICE NECK VELOCITY SHALL BE 500 FFM AND 23. VERIFY EXISTING ONDITIONS IN FIELD AND COORDINATE WITH ALL TRADES MAXIMUM NC SHALL BE 25. INCLUDING, BUT NOT LIMITED TO, ARCHITECTURAL, STRUCTURAL, UGHTING, POWER, 5Y5TEMS,I PLUMBING, FIRE PROTECTION AND OTHER EXISTING AND PROVIDE HANGERS AND SUPPORTS FOR AU PIPING, DUCTWORKS n STING, ADJUSTING, AND BALANCING NEW WORK AND 5OUIPMENTT IN ACCORDANCE WITH 5MAGNA, MSS, ASME, D A5HRAE STANDARDS. SUPPORT ALL ITEMS FROM INTEGRAL BALANCE AIR AND WATER SIDE OF BUILDING. TEST AND 24. MAINTAIN CLEARANCE OF A MINIMUM OF 6' BETWEEN DUCTWORK. PIPING, BUILDING STRUCTURAL MEM5ER5. DO NOT HANG ITEMS FROM BALANCE ALL AIR I-ANDUNG SYSTEMS INSTALLED TO MATCH EQUIPMENT, ETC., AND AU- FIRE RATED AND FIRE/SMOKE RATED PARTITIONS, ROOF DF-GKING. SCHEDULED 5UPPI-Y, RETURN, AND EXHAUST AIRFLOWS WITHIN TO ALLOW FOR INSPECTIONS OF RATED WALLS. 2.O INSULATION TOLERANCES SPECIFIED BY W55 OR AABG. BALANCE WATER SYSTEMS TO PROVIDE INDICATED GPM TO ALL EQUIPMENT 2U PIPINYi INSULATION WITHIN TOLERANCES SPECIFIED BY N5BB OR AABG. ADJUST SYSTEMS WHERE NECESSARY. PROVIDE FINAL CERTIFIED NF55 PROVIDE 3/4' FLEXIBLE ELA5TOMERIC CELLULAR (ASTM C534, OR AABC TEST REPORT OF TESTING AND BALANCING. TYPE D INSULATION WITH WATER BASED LATEX ENAMEL COATING ON ALL CONDENSATE DRAIN AND HOT WATER LINES. SEAL JOINTS WITH SOLVENT -BASED CONTACT ADHESIVE. 2.2 DUCTWORK INSULATION PROVIDE 2' JACKETED FLEXIBLE BLANKETS OF INORGANIC GI-A55 FIBERS (ASTM G 533, TYPE 2, GLASS F-D ON AL- 5UPPL-Y DUCTWORK AND RETURN DUCTWORK IN UNCONDITIONED SPACES, JACKET SHAU- BE FOIL-SCRIM-KRAFT. NOW COMBUSTIBLE. INSULATION SHALL HAVE A MIN INSTALLED R VALUE OF 6. WRAP INSULATION TIGHTLY OVER DUCTWORK . BUTT AND OVERLAP ALL JOINTT5 A MINIMUM OF 2', AND SEAL ALL JOINTS WITH VAPOR BARRIER ADHESIVE REINFORCED WITH TAPE. AIR DISTRIBUTION SCHEDULE MARK CFM NECK FACE SIZE DESCRIPTION SIZE LENGTH A 000-110 6DIA 2424 SUPPLY DIFFUSER III-240 SDIA 24x24 5AS15 OF DESIGN: TITUS TDGA-AA 241-420 IODIA 2424 COLOR: WHITE 421-620 1ZDIA 2424 MATERIAL: ALUMINIUM 621-750 14DIA 2424 OPPOSED BLADE DAMPER5: NO 751-980 16PIA 2424 BACK PAN 51ZE: IDA5 B 000-110 6x6 2424 RETURN / EXHAUST GRILLE 10-220 Sx8 2424 3A515 OF DE516N TITUS 5OF 221-350 IOxIO 2424 COLOR: WHITE 351-530 I2xl2 2424 MATERIAL: ALUMINUM 531-730 14x14 2424 OPPOSED BLADE DAMPERS: NO 731-970 16x16 2424 \'a\'x\' GRID 971-1240 ]BAG 2424 1241-1540 20x20 2424 1541-1880 22x22 2424 C 000-160 6.6 SUPPLY SIDEWAL-L DIFFUSER 161-250 8x6 BASIS OF DESIGN: TI TU5 271FL 251-330 I2x6 COLOR: WHITE 331-500 18x6 MATERIAL: EXTRUDED ALUMINUM 501-890 ISxIO OPPOSED BLADE DAMPERS: NO M-1450 2412 SINGLE DEFLECTION I SPACING D 000-160 6x6 RETURN/EXHAU5T RE615MPS 161-210 8x6 BASIS OF DE510N: TITUS 56FL 211-330 12x6 COLOR: WHITE 331-500 18x6 MATERIAL: EXTRUDED ALUMINUM 501-750 I5x10 OPPOSED BLADE DAMPERS: NO 781-1275 2412 Od FIXED DEFLEGTION 15PACING NOTE5: I. AIR DISTRIBUTION DEVICE5 LOCATED WITHIN ACOUSTICAL TILE GEILIN65 SHAD. BE PROVIDED WITH BORDER TYPE 3 FOR LAY -IN MOUNTING. AIR DISTRIBUTION DEVIGE5 LOCATED WITHIN GYPSUM BOARD CEIUNG5 OR WALLS SHALL BE PROVIDED WITH BORDER TYPE I FOR SURFACE MOUNTING. REFER TO ARCHITECTURAL DOCUMENTS FOR GEIUNG TYPES. 2. AIR DISTRIBUTION DEVICES LOCATED IN SMALL- ROOMS WHERE FULL 24'x24' GRID ARE NOT AVAILABLE SHALL- BE PROVIDED WITH SURFACE MOUNTING BORDERS IN UEU OF LAY -IN SECURE EACH DEVICE TO GEIUNG GRID WITH FIELD -FABRICATED SUPPORTS. 4'xC ALUM EXHAUST. LOUVER W/ INSECT SGREEN'G (TYP OF z) 0 FLEX MTL DUGT W/ IN-UNE BACK DRAFT DAMPER 8011110111 IOxlOx7 III GFM E-::�o 0 �cu 8'x6' ALUM WALL. FRESH AIR. INTAKE GRID. W/ INSECT SCREEN'G - TOP @ 9'-0' AFF CTYP OF 2) �\ �- -� 4'x6' ALUM EXHAUST o 1 ] ] ] ] ] } ] ] �lOxlOx7 LOUVER W/ IN5EGT 00 l Sl GFM ] ] ] ] ] ] y �SGREEMG (lYP OF 2) EF-1 4'! FLEX MTL DUCT 111 I P2x12x10 PRAFFT PAMPEERRK R/A O 11111 LLIkki . L MEGHANIGA, PL./s�,N 1/4' FAN SGHEDULE PLAN MANUF MODEL FAN CFM STATIC FAN MOTOR DRIVE VOLT/ INTERLOCK NOTES MARK NO. SERVICE PRESS. RPM H.P. TYPE I PHASE WITH EF-I GROAN - BATH EXHAUST 35 1 OLIO - EF-Z I 4=P!O/lEUGHT'6 NOTES: 1. CONNECT TO EX15T'G EXHAUST VENT'G AIR COOLED CONDENSING UNIT SCHEDULE PLAN MARK MODEL COOLING CAPACITY ELECTRICAL DATA WEIGHT TOTAL MBH SEN. MBH REF. TYPE NO. COMP. AMP. MCA MAX FUSE VOLT/ PHASE CU-1 NTX5KH09AIIZAA 9,000 6,300 R-410A 1 9 60 230/1 CU-Z WOTES: I. MODEL NUMBERS AND SELECTIONS ARE BASED ON MITSUBISHI ELECTRIC AIR HANDLING UNIT SCHEDULE AIR FLOWS FAN DATA COOLING COIL HEATING COIL ELECTRIC HEAT PLAN MODEL UNITCAPACITY MARK NO. CONFIGURATION TOTAL OA EXT, MAX. MOTOR VOLT/ SEN. TOTAL KW STEPS VOLTS/ CFM CFM SP TYPE RPM HP PHASE MBH MBH PHASE AHU-I 91X5K50912AA HORIZ. 300 N/A .5 DIRECT 15P 575 1 230/1 6300 9.000 6,9 1 230/1 At1U-2 1. MODEL NUMBERS AND EQUIPMENT SELECTIONS BASED ON MTT5UBSH1 ELEGTRC 2. AIR PRESSURE DROP FOR FILTERS SHAU- INCLUDE A 05' DIRTY FILTER ALLOWANCE. REVIEWED FOR 3. CAPACT 15 SHOWN ARE MINMIUM. AIR AND WATER PRESSURE DROPS ARE MAXIMUM 4. PROVIDE WITH SINGLE POINT ELELCTRICAL CONNECTION LIL- LLIL 0 7 Gil r i a n>= a �1 Li ♦� JOB NO. 0-669A DATE 4-27-21 DRAWN BY JMB CHECKED BY 5M6 SHEET 6OF6