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SS CABANA PERMIT BAYSINGER 2021
PROPOSEO CASANA RENOVATION FOR THE: 'LESA REESIDDENCE 55016. NPAN RIV5R PR. FORT FORCE, FLORIDA CODE: FBC 2020 - RE5IDENTIAL PROJECT NAME: BAY61%UR RESIDENCE PROJECT ADDRE55: D801 5. INDIAN RIVER DR FORT PIERCE, FL ARCHITECT / ENGINEER: GRANFOLD ARCHITECTS TYPE OF CONSTRUCTION: CBSX FRAME,, BUILDING DESIGNED: ENCL05EDX, OPEN....- PARTIALLY ENGL05ED— WIND 5PEED (3 5EGOND C-ZD: 140 MPH_... 150 MPH,_,_ 160 MPH— 170 MPH% I8OMPH,_-.... EXP05URE: D INTERNAL PRE55URE COEFFIGIENT:JB +J8JroF IMPORTANCE FACTOR: I BUILDING CATEGORY: 7 02.3 OR 4) Cl GE5G GARAE DOOR D1N PP555UPE: ,......,,,+PSF (PCroMVE) ,..---F5F Q�GATIVE) D o DOOR DESIGN PRESSURE (INT ZONE): (END ZONE)—+P5F--�F 2� oO WINDOW DE516N PRE55URE (INT ZONE): (END ZONE) —+f 5F--M5 tLL's�� SHUTTER5: YES, NOX IMPACT RE515TANT A55EMBLY: YE5X, NOW. PRODUCT APPROVAL AFFIDAVIT PROJECT TITLE: OWNER 5 NAME: BAY51N6ER CABANA RENO. MR rr MR5 BAY5INGER JOB SITE LOCATION: DESIGN PROFESSIONAL NAME: FOOT 5. RIVER DR GRAt FIELD ARCHITECTS FORT PIERCE, FL CE PRODUCT MODEL + MANUFACTURER EVALUATION EXPIRATION N.OA, / AGENCY DATE FL.. CURT+ WINDOWS MA EXIT DOORS 8700 PVC SWING CU5TOM5 WwoW FI. PE .58201 WA FL-16055J IMPACT DOOR SYSTEMS OUTSWING SINGLE MA5ONTE INTERNATIONAL NAW 5/51/25 FL-223B4.2 CORP. GARAGE DOORS WA SKYLIGHTS TUBULAR SKYLTTE TUBULAR SKYUGHTJNG. MIAMW-DADS 12AD124 19-1015J3 SHIITER5 WA ROOF'G TTTE-LAG PLUS AU1M RAW. JA TAYLOR IW, MAW-DADE 3-24-26 1"60412 MATERIALS WEATHERLOCK OWENS CORNNG INC. MIAMI-DADS 731-23 1"523.02 PANEL WALJ5 WA 5TRUCTURAL COMPONENTS WA NEW ALTERNATIVE MATERIAi65 1-2 Xo7IIUA =1_1IIAWINON G C0101 -M2:hla W„d VOW4 (apkl no Caapory GRAN 15W ARCHREGTS Inporkona. Fa -tor ID E.fowro GatorpD Pr�a.d By STEWART 6RAPFIEID Intm,d ra". Cryoaf,,., s 0J8 I ® C(wrt Naar MR $ MR5 BAYS eR Buldpg Wdfh (t so IZZ ® 1 Jab Pa ptm RESIDENT AL CABAN4 %id61of>(cl'Uf i) 57.53 RooF lab Nim!»r 18-669A W" of Ugo 6irp 0 n f as - 3 WALL OPENINC;-, MAIN WIND FORCE RESISTANCE SYSTEM (MWFRS) IZ-f ,h;• HORIZ LOAD HORIZ LOAD VERT LOAD VERT LOAD —1� DIRECTION ZONE WALLS ROOF ROOF OVERHANGS 1 A 1RAK6VERSE END 93b A -24.7 B -SLZ E -16.7 I I CASE A INUTU 62A C -5.7 D • 56.6 6 -B9J I i END 113.6 A 24.7 B -812 E -1133 1— — - -ASE B I NIERKX I 62A C -13.7 D 36b G I -89J LCNG111DP.WL 0 0 LOT 3 EXISTING 51NGLE FAMILY RESIDENCE PROJECT SCOPE LEVEL 3 - EXI5TING BUILDING ALTERATION $ BUILDING ADDITION PROJECT PROJECT GOWI5 T5 OF: • P15M AGFNZW OF EXTERIOR DOORS W/ IMPACT PRODUCTS o RA15E ENTIRE TIE -BEAM HEIGHT - 5EE ROOF FRAMING PLAN c REPLACEMENT OF THE ENTIRE ROOF STRUCTURE W/ WW ROOF FRAWC? $ ROOFS o REMOVE EX1576 GMU FIREPLACE/CHIMNEY GODS 6UMMARY ■ APPUCARZ CODE BOOKS 2020 FLORIDA RESIDENTIAL BUILDING CODE 2020 FLORIDA PLUMBING CODE 2017 NATIONAL. ELECTRIG CODE 2020 FLORIDA ACCE55151UTY CODE 2020 FLORIDA FIRE PREVENI7ON CODE ■ OGGUPANCY REQUIREMENT5 OCCUPAICY CLASSIFICATION R3 - RE51DENnAL- OCCUPANGY SEPERATION WA ■ TYPE OF GONSTRUGTION BUILDING TYPE TYPE V GROUP B (UNPROTECTED) ALLOWABLE BUILDING AREA UN.IMITED ALLOWABLE HEGHT 40 ff. MAX NUMBER OF STORIES 3 MAX .L NORTH LINE, SOUTH 9' OF LOT 3 N8952 '41 'E 658.02 ' (M) • 5wuA• i FBAW _ SOUTH LINE LOT 3 roal soml a'P-e r E j —NORTH LINE LOT 4 — kaL SOUTH LINE, NORTH 294.66' OF HAL S. THOMAS RESUBDIVISION, LOT 2, PB 1, PO 205 a . TA N A EX15TG POOL "g LOT 4 CABANA TO BE m RENOVATED m �o N\ Q SOUTH LINE, NORTH 94.66' OF HAL S. THOMAS RESUBDIVISION, LOT 2, PR 1, PO 206 SOUTH LINE LOT 4 Ay` ------- -------------- SOUTH ------ - �,-, NORTH LINE LOT 5 LINE NORTH 753.72' OF SECTION 19- 6-4) �£ EXISTING STRUCTURES \ I PA1105 TO REMAIN NORTH 112 LOT 5 W WORK PROP05ED) Av STORY RESIDENCE SOUTH LINE, NORTH 1/2 OF LOT 5 � N8943 ' 15'E 647.69 ' (M) InaxRET1r r1m ror SOUTH 1/2 LOT 5 EXISTING 51NG1,E FAMILY RESIDENCE PLOT PLAN 6YM60L LEGEND 9IEDETAIL NUMBERYPICALDETAIL BUBBLE O/AO ELEVATION MARK SHEET NUMBER B DETAIL NUMBER 0 A INTERIOR ELEVATION I SECTION GALLOUT BUBBLE SHEET NUMBER A-1 T.O.B. TOP OF BEAM �D WINDOW DE5I6NATION T.OP. TOP OF PARAPET ® DOOR DMIONATION T.OPLTOP OF PLATE MWI MASONRY WALL TYPE ROOM DE516NATION FWI FOOTING WALL TYPE PARTITION TYPE C-1 COLUMN TYPE 5-1 BEAM TYPE PARTITION TYPE +0_,_-0_, BENCHMARK $ FIN FL , • 4_ . wcv+ are 7 b o z, I •J F S .IL.. { .I: p4 Indten Rwer P 6 atas al t _ PROJECT LocalloN i A I m: Netdb � k eem Por[Stlune z SEPm stwueBNl �, � wa Nma � 5 �' .-...`?1` _ _.._ _. ...E .._�._._ ..... ._ ....•,. PROJECT LOCATION SEPTIC LOCATED 75, BEYOND PROPERTY LINE PLY. LU'A.Y1Brf V M.66 r6 ro, ls.r$w. 0.66'M1 7 taw CORE? fox'sx1m) Tarp IAV MW Pff p A3NKT PAYEIFl,7 `• � ELECTRIC FULM \q• —1 1 9 - _ _ _ _ _ _ - mzmxxr hE� AILAuvff7 11 IW.S' QECTAlC *TLi4 N ____ __ __ _ - __.-_. _ ___ _ _ _ — _s9p sV' rx �p 5�\- MULTI -LEVEL S• Fmp — „ SINGLE FAMILY cay-,T= PWZ S PAW AWA mm b AT rss• RESIDENCE s•* W. 8601 'op FFE = 27.74 c 0 cs p FRW -la+ 1 W II.I' . 7-1 + [YEN' TAYCTro I ,vc — A' CBS MALL Es' aw ran— +q1 e t1 mu N8952 '41 IT 67.22 ' (M) P 6 1 C• \ sl \\ �-C.yL •N p-O •. a W � ��_�--� m Tim •, 0-3 1 W wr co +� N 1, - 30, m S S• SE"AW TARE p Vil FLYAIU S•A $wyr fAv RETE lldN'* awro1 Lavawm APIWVAr 13'15'E 6B ' (M) SOUTH LINE LOT 5 Nv \ NORTH LINE LOT 6 \ JOB NO. 0-609A DATE 4-15-21 DRAWN BY JMB CHECKED BY 5MG SHEET 1 OF 5 ARM g•► 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 06ULATION5 AS STATED BELOW: STANDARD 6A6 CODE, LATEST EDITION. FLORIDA PLUMBIN5 CODE, LATEST EDITION. WPA-70 -NATIONAL ELECTRICAL CODE, LATEST EDITION. C. VISIT THE SITE PRIOR TO START OF WORK TO BECOME FAMILIAR WITH PROJECT CONDITIONS AND EXI5TINI57 SERVIGES. 2. BA515 OF THE DPAWINIG5 A FIELD MEASURE AND VERIFY REQUIREMENT5 POP EXACT DIMENSIONS. ITEMS REQUIRING MODIFICATION TO THOSE SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN A TIMELY FASHION. 3. DIRT AND DUST CONTROL SCREEN OFF ALL AREAS WHERE CONSTRUCTION 15 TO TAKE PLACE FROM THE AREAS TO REMAIN INHABITED. INI rrffD AREAS SHALL REMAIN DUST AND DEBRIS FREE DURING CON STRUGTIONI GLEAN ANY AREAS OUTSIDE DE516N1ATED CONSTRUCTION AREA WHICH MAY HAVE BECOME SOILED DUE TO CONSTRUCTION. 4. U55 OF THE SPACE A P15RUPTION OF SERVICES FOR NIEGE55ARY WORK FOR TIE-INS TO WATER SERVIGE, ELECTRICAL POWER, SANITARY LINES, ETC., SHALL BE KEPT TO A MINIMUM WITH ADVANCED 6GHEDULES ESTABLISHED AND SATISFACTORY TO THE OWNER. 6. INSTALLATION NOTES TES A PENETRATIONS, cUT-nNC7 AND PATCHING. SEAL ALL PIPING AND CONDUIT PENETRATIONS OF WALL5 AND FLOORS. PIPING PENETRATIONS OF RATED WALLS AND FLOORS SHAD, BE SEALED WITH FIRE5TOPPINI67 MATERIAL. 7. HANGERS AND SUPPORTS A INTAU. HANGERS, SUPPORTS, CLAMPS, AND ATTACHMENTS AS REQUIRED TO PROPERLY SUPPORT PIPING AND DUCTWORK TO BUIL )INIG STRUCTURE. B. INSTALL SUPPORTS IN COMPUANGE WITH MSS 5P-69 AND FACTORY FABRICATED IN ACCORDANCE WITH MSS SP-58. ALL COMPONENTS SHAD. INCLUDE GALVANIZED COATINKi5 WHERE INSTALLED FOR PIPIN5 AND EQUIPMENT THAT WILL NOT HAVE A FIELD APPLIED FINISH. S. THERMAL INSULATION A. ALL INSULATION AND ADHE15M SHALL HAVE A COMPOSITE FIRE AND SMOKE HAZARD RATING AS TESTED BY PROCEDURE A5TM E84, WPA 255, AND UL 723 NOT EXGEEDING A FLAME SPREAD RATING OF 25 AND A SMOKE DEVELOPED RATING OF 50. B. INSULATE ALL HOT WATER PIPES AND CONDENSATE DRAIN LINES WITH A MINIMUM OF 3/4' THICK FLEXIBLE FOAMED PLASTIG UNICELLULAR TUBE INULATIOR INSULATION SHALL BE SUPPED ONTO THE PIPE BEFORE FINAL JOINING. PAINT" INSULATION WHERE EXPOSED. C. ALL PIPE INSULATION SHALL BE APPLIED TO PIPING WITH ALL JOINTTS TIGHTLY FITTED TO ELIMINATE VOIDS. ALL JOINTS MUST BE 5EALED WITH THE MANUFAGTURER'S RECOMMENDED SEALANT. 9. PLUMBING EQUIPMENT A IN5TAU, EQUIPMENT IN ACCORDANCE WITH MANUFAGTURER'S WRITTEN INSTRUCTIONS. INSTALL UNITS LEVEL AND PLUMB, FIRMLY ANCHORED IN LOCATIONS INDICATED, MAINTAIN MANUFACTURER'S CLEARANCES. IO PLUMBING PIPING AND VALVES DOMESTIC WATER A PROVIDE COPPER TYPE 'K' PIPING AND FITTINGS BELOW SLAB. 'LEAD FREE SOLDERED JOINIT5' PROVIDE COPPER TYPE 'L' PIPING AND FITTINGS ABOVE SLAB. 'LEAD FREE SOLDERED JOINTS' SANITARY SEWER AND VENTS A PROVIDE POLYVINYL CHLORIDE (PVC) SCHEDULE 40 PLASTIC PIPE C-in DWV) IN CONFORMANCE WITH STANDARD A5TM D2665. B. PROVIDE COPPER DWV TUBING FOR ALL EXPOSED WASTE PIPING, (PAINT 51LVER). CONDENSATE DRAIN A PROVIDE POLYVINYL CHLORIDE (PVC) 5GHEDULE 40 PLASTIC PIPE (TYPE DWV) IN CONFORMANCE WITH STANDARD A5TM D2665. VALVES A PROVIDE BALL VALVES NIBCO 5ER155 555-70. 11. TESTING, ADJUSTING, AND BALANCING A PROVIDE TESTING OF THE P UMBIN6 IN ACCORDANCE SYSTEM, WITH THE LATEST FLORIDA PLUMBING CODE. I. CONNECTION TO EQUIPMENT SHALL BE VERIFIED WITH MANUF.'5 CERTIFIED DRAWIN65. 2. BEFORE FABRIGATION, VERIFY AND COORDINATE ALL DIMEN510NI5 IN FIELD. 3. PROVIDE EQUIPMENT DRAIN LINES FROM EACH UNIT REQUIRING DRAINAGE TO NEAREST FLOOR DRAIN OR 51NIK. 4. ALL EQUIPMENT, ETC., 5HALI. BE SUPPORTED AS DETAILED AND /OR SPECIFIED. PROVIDE ADDITIONAL SUPPORTS AS REQUIRED TO PROVIDE A VIBRATION -FREE, RI611) INSTALLATION 5, ALL SIZES SHOWN ARE IN51DE CLEAR DIMEN51ONS. 6. ALL WORK SHAD., BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN DUCTS AVID PIPING (INCLUDING DIVIDED DUCT5) AND TRANSITIONS AROUND OBSTRUCTIONS SHALL BE PROVIDED. 7. REFER TO TYPICAL DETAILS FOR PIPINI6 AND IN 5TAU ATION OF EQUIPMENT. 5. DRAINS FROM ALL PLUMBING EQUIPMENT SHALL BE COORDINATED FOR PROPER DRAINAGE TO SUIT EQUIPMENT FURNISHED. 9. GEIUN6 ACCESS PANELS SHALL BE PROVIDED WHERE REQUIRED FOR OPERATION, BALANCINI6 AND MAINTENANCE OF ALL PLUMBINI6 EQUIPMENT. 10. PROVIDE 17 OAU6E GHROME 'P' TRAPS. 11. SLEEVE AND 5EAL ALL PIPING PENIETRATION5 THROUGH BUILDING PARTITIONS. 12. PROVIDE WATER HAMMER APP56TOR5 AT EACH BRANCH UNIE. 13. MAINTAIN CLEARANCE OF A MINIMUM OF 6' BETWEEN PIPING, EQUIPMENT, ETC., AND ALL FIRE RATED AND FIRE/SMOKE RATED PARTITIONS, TO ALLOW FOR IN5PEGTION5 OF RATED WALLS. EXI5T6 SANITARY R15ER GENERAL F0UNDATI0WPW/V\NN6 NOT55 ❑ SEE 5HT A4 FOR GENERAL STRUCTURAL NOTES Q DETAILS ❑ EPDXY DOWEL NEW 5CHED. FOOTER 0WORC'G. 6' MR INTO EXI576 CONIC. FOOTERS Ur WHEN CONDITION PERWI ) ❑ SLAB REPAIR NOTE: AU, SLAB CUTS/TREICHS 5HALL BE FILLED W/ GLEAN COMPACTED, TTRMITE TREATED SOIL, COVERED W/ 6 NIL VAPOR BARRIER E A MIN 4' R51W. CONC. POUR TROWELED FINISH LEVEL W/ EXI576 FLOOR FOOTING SCHEDULE MK TYPE WIDTH LENGTH THICKW55 LONGTT. REINF. TRANV. REINF. TOP OF FOOTER NOTES F-I EX15T6 MONO 12' MI CONT. 12" MIN UNKNOWN UNKNOWN -0'-4• I. F-2 PAD 24• 24' YZ' MIN (Z) #50 (2) r56 p' p F3 F-4 F-5 F-6 NTOTES: 1. ASSUMED EXISTG MONOLITHIC FOOTER 8 UM576 SLAB QINDER I-W 4' REIN'. CONIC TOPP'G) GENERAL, DEMO NOTES: REMOVE ALL. EXI5176 PARTITION, DOORS, CASEWORK, PWMWC7 FIXTURES, APPLIANCES, ACOUSTICAL CEILIN, $ TILE FLOOR'6. CON; FIREPLACE $ PREPARE FLOOR FOR NEW CONC TOPP'6 - COORD W/ OWNER REMOVE ALL EXI5TG PECKY CYPRESS e SALVAGE FOR REUSE - COORD W/ OWNER REMOVE ALL EXISTG ROOF FRAM'G, SKYUC-fTS. UGHT FIXTURES E DISCARD - COORD W/ OWNER 5AWCUT EXI51lN CONS. 5LA5 A5 REOV TO INSTALL NEW SANITARY RPM $ FOUNDATION AS INDICATED IN PLAN - 5EE 5LAB REPAIR NOTE IN GENERAL FOUNRATIOWPLUNW& NOTES 1/4' m TO 5 ( A3 I I 5XI5T'G POOL, DECK , I 1 I I I EMT16 FRAMED - EXTERIOR WALL 6 DOOR TO BE REMOIVED I EXIST'& 8' CMU 13EAR16 WALLS TO REMa)N A3 REMOVE 24,24' SECTION OF EXI5T'G - - - - - - - FOUNDATION 4 O NNERS E-DISGARD (TYP of 2) I -- - - - - -- . I I I I I I i P0576 i BRICK I I I KNEE WALLS RYP) REMOVE URST!6 CMU ; FIREPLACE Q HEARTH 1� L ---1'----------�.___' REMOVE EXISTG P05T(5). BAR TOP EX15,0R176FR FRAMED CABANA PORCH XWALL f BRICK KNEE WALLS TO BE REMOVED , I REMOVE EXISTG DOOR REMOVE EXIST'G ' REMOVE EXI5T'6 FD TO RAINENCLOSURE - Q ASSEWORK,APPLIANCEIX UReia „ COORP 1 REMOVE EXI576 PLUMBIC W/ OWNER j FIXTURE5 $ CASEWORK- I COORDW/OWNER - ,I ------ - - - - -- ----- ----------------- -------------" - - - - - - - - - - - - 1 . ... .......... -"i i : ; I -------------1. 1 --__� ; - ; - ; EXIST G SUMMER:: REMOVE EXISTG EXHAUST FAN I � KITCHEN: EX15T'G <f CABANA BATH `" - - - - i i {P-4� ' 1 REMOVE EXISTG SKYLIGHTS $ FLAT n , n u EXIST'G STORAGE EXPOSED BLOCK I I I u , I , u n n n PROVIDE STRIP OF WWM a N TOPPING 1 T71_ ROOF STRUCTURE :F_===__=_=_a _s==_====s=_a ==_ e_ :==x7 I COMPLEiLY REMOVE XIST'6 W.H. REMOVE/RELOGATE TOR PLAN s RREW RE E ELECT. PANEL P-4 - EXISTG SERVICE WIRE TO REMAIN 1 1 I I>� i -REMOVE EXISTC DOOR E FRAME - SAW CUT' EXIST'6 JAMB @ REIW. PER DR. IO/A2 I� I� I� g 114• NEW s cMu COLUMN MN W/ D r50 EA CELL (TYP) J F-2 _ _ _L _�- 1- '" _ ) 2 _ _ F 30'x48,4' FIBER REINF. CONC SLAB _ _ _ _ - " - - - PRE DRIU . EPDXYD DOWEL'D D •50 W/ 6' EMBED INTO EXIST'G SLAB- D PER SIDE MM NEW 3• PVC DECK I • ^ ^ ^ " ^ ^ ^ , , ° o�-c W/ GRATE - SLOPE TO DRAIN TO LAN DISCAPE SLOPE TOPP'G• NEW SHOWER IN EXIST'G L SHOWER LOCATION - MEND EX157C t0V TOILET IWIMODFED FLOOR DRAIN ^I LOCA11ON ^- UTILIZE-EXI5T'G - VTR (EXTEM A5 NECESSARY) " 0 �- ■ I I ' ' 3. \ " � � s ). NEW a•^coN"� roFr�N6 PouR I, - ;; ^ " -EXTENTS SHOWN STIPPL'D " I ■ EMOVE^ EXIST 7 PLUMBIC FIXTURES " I DISCARD PER OWNER COORD W/, OWNER •'< < .'^` : ■ 1 I i ■ ■ 2• ■ NEW LAVATORY - NEW SINK Q FUITURE IN MODIFIED LOCATION - P.W. IN MODIFIED NEW LOOP VENT TO EXI5TC LOCATION - NEW LOOP EXTENDED VTR VENT TO EX16T57 VTR Q � w � FOUNDATION PLAN �t mM tea- Oip mA rU® L NN COSZu- �r LLI r zt O lu 1121 ujz z LL, mz mU.1 U WW JOB NO. 15-669A DATE 4-15-21 DRAWN BY JMB CHECKED BY 5M6 SHEET A� 2 OF 5 114' SEALANT 3 PERIMETER 5CHED CMU/ CONC JAMB OR LINTEL , CAULK — PERIMETER 5CHED WD— JAMB RETU2N5 6 CA51W JAMB (HEAD 51W I ) DOOR DETAIL, RAISED STUCCO BAND'C WHERE SHOWN IN ELEVATIONS SEAL PERIMETER W/ 51KA LIQUID WATERPROOF& PLASTIC SHIM - FOAM FILL VOIDS PT L18 BUCK SECURD W/ 1/4', 2' TAPCON FA5TENR5 8 12' OG 5TA&&ERD SCHED ALUM DOOR FRAME SECURD THRU BUCK W/ MIN 11/4' EMBED INTO CONC W/ 1/4' TAPGONS 8THE SPAC'6 IDENTIFIED IN NOA M-FOIL INSULATION 1/2' GYP DRIP OR SPECD FINISH - COORD W/ OWNE �— IT 1.4 NAILER PERIMETER WOW FINISHES W/ OWNER SET FRAME IN MASTIC BE SCHED DOOR SLOPED BULLN05E TILE SILL, IN GROUT BED ALUM BUMPER THRESHOLD THIN•5ET FLOOR TILE RECESS SLAB STUCCO R15ER WOOD DOOR FRAME 6 CASING 2z4 WOOD JAMB V2' DRYWALL EA SIDE OR SPECD FINISH - COORD W/ OWNER SGHED. DOOR 2 INTERIOR DOOR DETAIL, floor base watts ceiling 3 z 12 o u s a Q 0 V IL1 a g I��— o m a- l�l m S z z o _z z o tu p d � 0 2 J � a t a >- u o Q O � k5. IV H Q V � O o o Ln E N L CO C Q FINISH SC�HE®�..DL� room description otes EXJI Tr& STORAGE O1 1111111111111 101101 O 9'-0' BATHROOM 10 1 1 O 1 1 1 01 O T-q' KITCHEN O 1 1 O 1 O O CABANA PORCH O O O O 1 iLj A F1 I I l GENERAL FINISH NOTES a COORD ALL 1=I45HE5 6 COLOR 5ELECTIONS WITH THE OWNERS a SHOWER WAU 5 TO BE FULL HEIGHT THIN•5ET TILE ON I/2' CEMENT TILE BACKER BRD a WALL / CEIUW / FLOOR FINISHES AS SCHEDULED UNLESS NOTED OTHERWISE a 5TU000 PINI5HE5 TO BE 5/8' THICK SMOOTH SANDED FINISH W/ I COAT CONE. PRIMER / SEALER ¢ 2 GOATS EXTERIOR SATIN FINISH LATEX PAINT a INTERIOR GYP BRD FINISHES TO RECEIVE I GOAT PRIMER 6 2 COATS SATIN INTERIOR LATEX a INTERIOR CASING / MOLD'& / TRIM TO RECEIVE 1 COAT LATEX PRIMER 6 2 COATS 61.055 INTERIOR LATEX ENAMEL a NEW WOOD CEILINGS / BEAMS TO RECEIVE SEMI -TRANSPARENT STAIN FINISH - OWNER SELECT FINISH SGHDDULD KEYED NOTES L CABANA PORCH INTERIOR FINISH: WEST 6 SOUTH WAU-5 TO BE PAINT'D STUCCO FINISH NORTH 6 EAST WALLS TO BE STAND POCKY CYPRESS GENERAL ELEGTRIGAL NOTES ■ ALL. WORK SHAD. BE DONE IN ACCORDANCE W/ BOTH LOCAL AND NATIONAL ELECTRICAL CODES ■ ELECTRICAL CONTRACTOR SHALL. VERIFY ELECTRICAL PLAN, R15UR DIAGRAM, AND LOADS AND NOTIFY THE 6C OF ANY ERRORS OR DISGREPENGIE5 PRIOR TO INSTALLATION ■ ALL. EQUIPMENT INSTALLED OUTSIDE OR EXPOSED TO WEATHER SHAD, BE NEMA TYPE 3R ■ MINIMUM WIRE SIZE SHALL BE 14 COPPER ■ ALL CONDUCTORS ARE TO BE COPPER TYPE THHN UNLESS OTHERWISE NOTED ■ CONNECT GROUNDING ELECTRODE CONDUCTOR TO GROUND ROD 6 WARE5T ■ COPPER IAPHASETER �IS 4 20A BATHROOM. KITCHEN, LAUNDRY, GARAGE, 6 EXTERIOR RECEPTACLES SHALL HAVE CROWD FAULT INTERRUPTER (&FT) PROTECTION WITH EXTERIOR RECEPTACLES OF THE WATERPROOF TYPE. ELECTRICAL CONTRACTOR MAY INSTALL INDIVIDUAL (GFD IN LIEU OF (CR) BREAKER WITH SEPERATE CIRCUIT ■ SWITCHES SHAD BE OF STANDARD GRADE OF SILENT' TYPE 42' AM ■ RECEPTACLES SHALL, BE SA 6 120V OF THE GROUND TYPE 16' AFF UNLE55 OTHERWISE SPECIFIED ■ THE MW. CONTRACTOR IS TO SIZE MOST BRANCH CIRCUITS: A MAXIMUM VOLTAGE DROP OF 3% 15 PERMITTED ■ THE ELEO.CONTRACTOR IS TO ARRANGE FOR TELEPHONE SERVICE 6 TELEPHONE WIRING. COORDINATE WITH THE TELEPHONE COMPANY UNLESS OTHERWISE SPECIFIED ■ BRANCH CIRCUITS SHAD- BE IN THIN WALL- CONDUIT OR APPROVED ROMEX ■ LIGHTING FIXTURES SHAD- BE SELECTED BY OWNER ■ SMOKE ALARMS SHALL BE DIRECT WIRED 120V UL2M APPROVED TYPE W/ AUDIBLE ALARM INSTALLED IN AGGORDA F WITH MANUFACTURER5 RECOMMENDATIONS AND 1,15T1W ■ AU- DEVICES SHALL BE SMOOTH TYPE MHnB) UNLESS OTHERWISE NOTED ■ ALL MECHANICAL EQUIPMENT► SHALL BE PROTECTED BY OVERCURRENT DWCE5 OF TYPE 6 RATING PER MANUFACTURERS NAMER.ATE SPECIFICATIONS ■ THE MZC. CONTRACTOR 1S TO COORDINATE WITH OTHER TRADES TO MAKE CERTAIN THAT ALL AIR GONDTTONNG POWER $ CONTROL WIPIW 6 CONDUITS ARE IN THE BID ■ EXHAUST PANS IN BATHROOMS UP USED) 5HN.I- BE RATED ® I GFM/3F OF VENTILATED FLOOR AREA ■ ALL FAN VENTTW 6 ROOF PENETRATIONS SHALL, BE BY MECHANICAL CONTRACTOR ■ ELEG. CONTRACTOR IS TO COORDINATE ALL SERVICE REQUIREMENTS WITH THE POWER COMPANY BEFORE BIDDIW TO BE CERTAIN THAT ALL WORK NECESSARY TO MEET POWER COMPANY 5PEGS IN THE BID ■ OLEO CONTRACTOR TO PROVIDE DISCONNECTS AT ALL APPLIANCES A5 REO. BY NEC ■ RW CONTRACTOR TO PROVIDE ARC -FAULT PROTECTION FOR AU. RECEPTACLES ON BRANCH CIRCUITS SERVIW ENCLO5E1) LMW SPACE EXCLUDIW KITCHEN, BATH5 AND UTILITY ROOMS. ■ ALL 7OV- 15/20 AMP RECEPTACLES WITHIN ENGL05ED UVIW SPACE SHALL BE REPLACE EX1576 CABANA GARAGE 300 AMP METER CAN SERVICE SERVICE 6 SERVICE WIRE BY FR. 200 AMP 42 SPACE 100 AMP MLO PANEL 24 -- SPACE SUB -PANEL TO EXIST& O ', NEW 200 IDD 225 AMP NEW 200 AMP AMP US HOE 400 AMP AMP PANEL SUB_ SERVICE SERVICE DISC PANEL DISC 6 METER PANELS -- \-3) F2 CU THW 6 D •4 GROUND IN I I/4' CONDUIT D 3/0 IN 1' GU 6ROUD PER NEC 3) 2/10 CU THW REPLACE EXIST& $ D «I GROUND CABANA DISC 6 PANEL IN 2' CONDUIT e EXIST'& UNDERGROUND 5ERVICE BY PPL EXIST'& ELEGTRIGAL R15ER SERVIGE GALGULATIONS GENERAL ELDGTRICAL LOAD TOTAL EX15176 HOUSE SERVICE LOAD: 206 AMP5 DESCRIPTION IRGUIT BW WIRE WATTS POLE TRIP CABANA EXIST'& POTABLE / IRRIGATION PUMP 2 30 12 MIN 1,800 CABANA EA5 rC7 POOL PUMP 2 40 12 MIN 1500 CABANA EXI5T'C LOW VOLTAGE POOL U6HT (2) 1 20 14 MIN 8OO CABANA EXIST'& GARAGE 1 20 14 MIN 2.000 CABANA EXIST'& CABANA a 3W/SQ Fr - 686 SQ Fr 1 20 14 MIN 2,060 CABANA VAST16 CABANA REFRIGERATOR 1 20 M MIN 700 CABANA EX1576 WATER PUMP / 5OFTNER 2 30 12 MIN 1,800 CABANA NEV ELEG COOKTOP 1 40 10 MIN I,600 CABANA NEW ELEG TANKLESS WATER HEATER 1 20 14 MIN 115,000 CABANA NEW ELEG SAUNA 1 25 10 MIN 6A00 CABANA MINI-SPUT WAC UNIT Z 40 10 MIN 3,120 SUBTOTAL 39,380 400 AMP 5ERVIGE- SEE ELECTRICAL RISER I ST IOKW 6 100% 10.000 101000 REMAINDER 9 40% 29380 11,752 AC (HEAT) 6 100% WA N/A TOTAL LOAD WATTS 21.752 TOTAL LOAD AMPS 91 WALL LEGEND NEW 8' CMU W/ HORIZ JOINT REINF. S 16'OC 6 VERT REINF. CFU.S W/ D r50 IN CONE FILLED CELL5 @ 48' OG MAX SPAG16 ® EXIST& e' CMIU ® EXIST'& INTERIOR PARTITION TO REMAIN ® NEW INSULATED INTERIOR PARTITION C=====7 PARTITION TO BE REMOVE ENTIRELY GENERAL FLOOR PLAN NOTES GG TO VERIFY EXI5TIW 6 PROPOSED DIMENSIONS 6 REPORT ANY DISCREPANCIES BEFORE COMMENGIW WORK DO NOT SCALE DRAWIN65. INSULATION EXTERIOR CMU WALL INSULATION SHALL BE FOIL (R42) INSULATION BETWEEN PT PURR'& STRIPS (4 I6' OG 5EGURED TO BLOCK W/ PAFS 8 24' Or, - TYP FOR ALL, NEW EXTERIOR CMU WAILS 6 8 EXIST'& CMU WALL BETWEEN KITCHEN -CABANA BATH 6 STORAGE ROOF INSULATION MIN R-Iq W/ ICYNONE SPRAY FOAM TO UNDERSIDE OF ROOF SHEATH'& LAY R-iq GATT INSULATION OVER RE5TROOM 6 KITCHEN INTERIOR PARTITIONS (WHERE SHOWN IN PLAN TO SOUND INSULATED W/ R-D BATT INSULATION FLOOR TO CEIUW CASEWORK /CABNMY DESIGN, SPECIFICATION 6 DETAILING BY OTHERS COORD ALL WALI- BLOCK'& REOUIREMENT"5 W/ OWNER FOR CABINETRY 6 5HEOAN65 LOCATIONS OENE & FWISH NOTES: 60 SHALL REPAIR/REPAINT EXIST'& EXTERIOR STUCCO FIWHES - COORD W/ OWNER STUCCO FI145HE5 TO BE 5/8' THICK SMOOTH 5ANDE1? FINISH W/ I COAT CONC. PRIMER / SEALER 6 2 COATS EXTERIOR SATIN 19NSH LATEX PAINT TO MATCH EX15T6 HOME- COORD W/ OWNER T6& CEDAR CEILINGS TO BE OWNER PROVIDED- CLEAR SEALED - COORD W/ OWNER POCKY CYPRESS INT. WALL. FINISH TO BE OWNER PROVIDED (CLEAR SEAL-D) - COORD W/ OWNER KITCHEN BACKSPLASH 6 NEW SHOWER TO BE OWNER PROVIDED TILE- COOOD W/ OUR AL FLOORS TO BE 5EALD FWAT COW, FINSH- 000FD W/ OWNER CASEWORK PLUMBING FIXTURES 6 APPUA D5 ARE BY OWNER - COOOP W/ OWNER AREA CALCULATIONS CABANA STRUCTURE (EXIST6)_A56 sq Ft ELECTRICAL PLAN LEGEND GFI � UOV. DUPLEX RECEPTACLE W/ &ROUND FAULTINTERUPr WP WA. PLFWX RECEPTACLE W / TERPROOF COVER 6 CFI 220V RECEPTACLE ® FLOOR RECEPTACLE IQ PHONE JACK CEIL'6 FAN 50 cFm EXHAUST FAN W/ LIGHT WALL MOUNTED LED FIXTURE CEIUW MOUNTED LED FIXTURE 6' RECES5ED LED CAN FIXTURE W/ WHITE TRIM 2) LAMP. 4' SURFACE MTD LED FIXTURE W/ DECORATIVE SURROUND D LAMP, 2' LED FIXTURE MOUNTED ABOVE DOOR W/ MOTION SENSOR — Lot— LOW VOLTAGE LED RIBBON LICHTI 7 ELECTRICAL PANEL. GABLE CONNECTION ® INTERCONNECTED HARDWIRED 5MOKE DETECTORS © CARBON MONOXIDE ALARM GENERAL ELECTRICAL NOTDS ELEC CONTRACTOR TO REWIRE ENTIRE CABANA TO NEW, RELOCATED 100 AMP PANEL NEW ELEG. FIXTURES PURCHASED BY OWNER 6 PSTAL D BY MZC CONTRACTOR - COORD W/ OWNER NEW DECK 8' CMU PARTITION TO — 32' AFF 6 ALUM SCREEN BY OTHERS) ABOVE 8' cMU PARTITION TO 42' AFF W/ COUNTER W/ RETRACTABLE SCREEN BY OTHERS - COOOP W/ OWNER 5 A3 NEW 5080 SCREEN DOOR, FRAME 6 EN fLOSLIRB BY CTHER5) DXIST'G POOL DECK NEW TILE FINISH SHOWER - EXTEND EXI576 FLOOR DRAIN - SEE DTL 6/A7 EXTEND HOT/GOLD SUPPLY LINES FROM EXIST& SHOWER TO NEW EXTERIOR SHOWER LOCATION A in I A3 NEW SIWLE 2880 VINYL w PATIO DOOR W/ IMPACT, FROSTD 6LAZ'C, FULL PERIMETER WEATHER5TRIPPG $ ALUM W/ SO& t DRIPOLD EXIST'& 8' CMU BEAR'6 WALLS TO REMAIN Q 3 A3 �1 2 Liz ❑0 [7J 101 • I� MIN� •' ww113 [7■rANNIN■■ N P■ ■■■�■■■� ■ r �N NEW ALUM GATE -- WORD W/ OWNER 8' CMU PARTITION TO 32' AFF E ALUM SCREEN BY OTHERS) ABOVE —rIN-Spur 000RD LOCATION W/ OWNER 8' CMU PARTITION TO 6'-0' AFP W/ ALUM SCREEN'& BY OTHERS) TO WDER61M OF NOW TIE -BEAM - SEE ELEVATIONS SHT A2 NEW 10'TUBULAR SKYLIGHT -- INTERIOR CENTERD IN ROOM (SHOWN 6 EXTERIOR CENIERD ON ROOF RID6E (SEE ROOF FRAMING PLAN 5HT A4 (TYP OF 3) —NEW 8' CMU W/ REINF. CELLS AS SHOWN - PRE-DRIU-D, DOWELD 6 EPDXYD W/ 6' EMBED INTO EXSr"& GONG SLAB - W/ STUCCO FNI5H TO MATCH RESIDENCE FG EXIST'& OR NEW REIN=. CEU 5 6 48' OG MAX 6 CORNERS TO BE FIELD VERIFIED - PROVIDE RUN. nu-D CELLS FUR DTL 9/A3 (T)I3 NEW REINF. CONC JAMBS W/ D •50 - PRE-DRILLD, DOWELD 6 EPDXYD INTO EX1576 SLAB 6 NEW TIE -BEAM EXTENSION (M OF 2) - SEE DTI, TO/A2 114' ���� ■III _- � � II7� III qr ❑_ 1� �I■; ' qT —� 'iT — ��© Ill?n .: • 1 � 11. ■ • ►jam � , " �'� /��►ill NEW ELEC. TANKI.E55 WATER HEATER NEW 5/12 PRE-ENG WOOD TRL15S ROOF STRUCTURE SEE ROOF FRAMING PLAN - 5HT A2 SAUNA OWNER SELECTD/ CONSTRUCT'D SAUNA WITHIN 2. FRAMD INS. PARTIION5 - COORD W/ OWNER 6 MANUF. SPECS PROVIDE CONDUIT 6 J-BOX FOR MINSPLIT G.U. NEW ELEC. TANKI.E55 WATER HEATER - COORD W/ OWNER —NEW PANEL LOCATION W/ EXIST'& SERVILE WIRE - REWIRE ENTIRE CABANA U ► ► G � I 1 l� 11 i 1 � � oF FLo� JOB NO. 18-669A DATE 4 27 21 DRAWN BY JMB CHECKED BY 5M6 SHEET 3 OF 6 ELEGTRIGAL PLAN 1/4' TYP ROOF6- SEE SECTION VA3 NEW PITCHED ROOF R-19 ICYNENINSULATION E TRUSS FRAM'G (TYP) R-19 CYNENE INSULATION R-19 IGYNENE INSULATION NEW PRE-ENG. WD. SPECD ROOF'& - SEE PLYWOOD SHEATH'G, PLYWOOD SHEATHE, W/ 2K6 TOP ROOF PLAN 10, TUBE SKYLIGHT ROOF MEMBRANE E SGHED ROOF ROOF RODE MEMBRANE E SGH CHORD @ 24. OTRU55E5 .G. MAX OF 3) CTYP REPLACE EXST G FRAMED ROOF'G - 515E ROOF'& SPECS ROOF6 - SEE ROOF'& SPECS EXTERIOR LUAU. W/ NEW ON ROOF PLAN E FRAM'& ON ROOF PLAN E FRAM'G INSULATION STOP IZCMU NOTES ON ROOF FRAM'& PLAN NOTES ON ROOF FRAM'G PLAN 5 � WALL T -BM O MA � � TE-BM TO MATCH 12 INSULATION STOP INSULATION STOP 51 NEW MODIFIED BEAM HEIGHT IKB COMP. WOOD 1K8 COMP. WOOD �..+9. 4 TCj6. - -..- . _..-. _.._ QIARDIE) FASCIAE PT IZ a1ARDIE) FASCIAE PT YL 1K3 NAILER W/ 2 I/2' S ALUM DRIP FLASH'G PROVIDE R-17 BATT INSULATION S BTM 63 NAILER W/ 2 VZ' S ALUM DRIP FLASH'G `A 5/8' CEMENT BOARD CEILING - B EXST'G STUCCCffiU OD TO MATCH ROOF CHORD I)RESTROOM TO MATCH ROOF PAINTD -CHORD W/ OWNER PANEL FINISH E KITCHEN ONLY) PANEL FINISH i 1 NEW FRAMD ¢ POURD TIE -BEAM ' - • pp • i EXTENSION W/ 2) +5 CONT n' NEW ALUMTHEE GATE- NEW +9'-4' TAB. 2'-0 pH tnpj PRE-0RILL, DOWEL E EPDXY / BY OTHERS NEW TO CEDAR CEILING OR TO CEDAR GEIUN6 - COORD W/ OWNER D +50 INTO GONG FIU D CELLS G 32' OG UNIX) W/ 6• MIN STONE \ EX5rG CMI! WALL TO REMAlN 5/8' MOISTURE RESIST. GYP 8RD - GOORD W/ OWNER NEW PRE-ENG. WD. TRUSSES W/ EMBED E HOOKD INTO NEW COUNTERTOP 2K6 TOP CHORD 9 24' O.G. MAX TIE -BEAM EXTENSION NEW PRE ENG. WD. TRUSSES W/ _ 2K6 TOP CHORD G 24' O.G. MAX ° SGHED TIE BEAM -SEE TYP FASCIAE SOFFIT HID TIE BEAM -SEE ROOF FRAMING PAN 515E TYP. WALL SECTION VA3 ROOF FRAMING PLAN p - FI-FOIL INSUL. BETWEEN PT 2'-0' 5/8. 5TUCCOD NON-VENTD OH (TIP) Ix FURR'G (� ib' OG W/ UZ' OH (TYP) SOFFIT OVER FELT BACK HIGH RIB LATH SEGURD W/ EXSrG GNU BLOCK o`D GYP ERE) FINISH 9 4. OG (TYP) TO REMAIN g✓H T OO- - - - - - - - - 5/8• STUGCOD NON-VENrV SOFFIT OVER FELT -BALK NEW 8' HIGH RIB LATH 5ECURD W/ c V 5 D SIU. LUAU SOUTH ELEVATION +6 STAPLES @ 4' OG OYP) 3 TIE -BEAM EXTENS ION 3/4• Sr NEW SCREEN DOOR NEW V4' E ENCL05URE - BY OTHERS SGREEN'D OPUNIN5 BEYOND 8' GMU COLUMN BEYOND 10'0 TUBE SKYLIGHT CIYP OF 3) 17- NEW PITCHED ROOF SPEGD ROOF'& -SEE SCREEN ENCLOSURE- TRUSS FRAMNG ROOF PLAN BY OTHERS 12 5 NEW 2880 VINYL PATIO DOOR W/ IMPACT FR05T'D - - GLAZ'&, FULL PERIMETER WEATHER5TRIPP'G E ALUM +T-4'_ THRESHOLD W/ SEAL E DRIP D - - - - - i - - — EXISrG STUCCOD CMU GONG PILL TOP COURSE NEW ALUM GATE - T NEW SCREEN BY OTHERS 1. 8• GMU W/ HOR2. JOINT REINP. C4 EXIST'G GMU LUAU,T 16' OG E VERT REINF. CELLS W/ TO REMAIN D +50 IN GONG FILLD GULLS 8 45' OC - W/ PAINTD STUCCO I - FINISH TO MATCH EXIST'G RESIDENCE Y NEW 8' CMU EXISrG POOL PATIO NEW 4' CONC TOPP'G POUR VINYL STUCCO STOP/DRIP COUNTER FLASH'G OVER E-0RIU,. DOWEL E EPDXY D +50 I Q '. REPLACE EXST'G FRAMED O '. STUGGOD SILL WALL TO REMAIN W/ 3--O• PERIMETER STRIP OF WALL FLASH'G (TIP) ( W/ 6' MIN EMBED INTO EXST6 .. EXTERIOR WALL W/ NEW 6.6 / WIAxWIA WWM CTYF) SLAB E NEW FOOTER - D FUR 51DE RIP) GMU BEAR'G VAST'G CON, SLAB EXST'G GRADE I 4• CONC TOPFG W/ 3'-0• PERIMETER WALL LUAU /TIE BM TO MATCH TO REMAIN - REMOVE STRIP OF 6K6/WI.4KWIA WWM EXIST'G +p 7� FIN F-0LR EXSTG TILE FINISH +p-0' I FlN FLR NORTH ELEVATION GAPE ' EXI5rG CONC SLAB 1/4' NEW 5CHED FOOTER TO REMAIN 2'-O' 6' EXST'G RESIDENCE (SHOWN TYP WALL 5EGTION 3/4' R-R ICYNENE INSULATION HATCHED) TO REMAIN - 5/8' PLYWOOD SHEATH'G, NO WORK PROPOSED 2 WALL SECTION 3/4• 4 NOT USED ROOF MEMBRANEE 7 15 ROOF G R- SEE OOF'G SPECS M'G ON ROOF PLAN E FRA NOTES ON ROOF FRAM'G PLAN INSULATION STOP IKB COMP. WOOD M _ ......, ... KWIE) FASCIAE FT 1Z FULL HEIGHT VZ' CEMENT 5 1K3 NAILER W/ 2 1/2' 51 TILE BACKER BOARD SPECD ROOF'& - 515E ALUM DRIP FLASH'G 5LOP0 GROUT BED W/ CERAMIC TILE ROOF PLAN TO MATCH ROOF PANEL FINISH PVC SHOWER PAN UNER - CONC OR DBL PT 2.4 LINER TO EXTEND MIN I2 UP CURB / SILL PLATE WALL FACE E COMPLETELY �.+9.'-4' WRAP DOOR THRESHOLD CURB /'7 +9'-4• 1/TAB. °-TUG CEDAR GEIUNG - -' GOORD W/ OWNER 7 7, NEW CON, TOPP'& NEW PRE-ENG. WD. TRUSSES W/ 2K6 TOP CHORD 6 24' OL. MAX SLAB 5CH5D TIE -BEAM - SEE OR FLOOR ROOF FRAMING PLAN 2' O' 5/8' STUCGOD NON-VENTD OH Ryp) SOFFIT OVER FELT-BAGK HIGH RIB LATH SECURD W/ +6 STAPLES 6 4' OG CTYP) 8• CMU COLUMN BEYOND 6 SHOWER DETAIL NTS 8 NOT USED -�-�°�R - '/ NEW 8'KI6' GONG NEW SCREEN mv 8' GMU, BLK COLUMN W/ ENCLOSURE - BY OTHERS 1 STUCCO FINISH PRE-0RILL, EPDXY DOWEL NEW WALJ- (7 P)511 TIE -BEAM TO EX15rG TIE -BEAM W/ D +50 lb EMBED) E HOO'E KP 3' O'K7' O' STONE INTO NEW TIE -BEAM C� GONG WEST ELEVATION COUNTER TOP SCREEND OPENING FILLED CELLS 6 32' OG MAX CTYFi BEYOND V4' t9_4_ 1'3• TDB. NEW ° ' ° ' �I;EW.RBINF.;fIE:BE?�M,-�o P o ' • P o 15XT7 ION P o ' • UPITGNOF� • . O n O Q e n 1 n 1 1 1 t2 SPECD ROOF'G - SEE io E—EXSrG To-BEAM-3 51 ROOF PLAN CONE FILLED TOP COURSE (TYP) SAW -GUT E REMOVE EXISrG TIE -BEAM G NEW EN.ARGD DOOR OPENING 1 ^7 SAW -GUT E REMOVE 8' 1 8' GMU W/ HOR2. JOINT OF EXISrG GMU IAMB 9 EXST G GONG SLAB REINP. 8 I6' OG E VERT REIN'. CELLS W/ D +50 IN GONG FIU D CELLS 648' OG- i 1' EXISrG CMU \ TO REMAIN W/ PAINTD STUCCO FIN15H TO A NEW ALUM GATE - MATCH EXISrG RESIDENCE EA SIDE EN ARCED DOOR OPENNG7 BY OTHERS d EXSr& STUGGOD CMU- EXST G POOL.NEW 4' CONC TOPP& POUR 1 REPAIR - DECK TO REMAIN W/ Y-O- STRIP OF 6.6 WIA. WL4 CHORD W/ OWNER WWM OVER EXSTG SLAB FOUR �D 5 xa. -0' FIN FLR PRE-DRILLD, DOWEI.D E i, EPDXYD W/ 6' EMBED CTYP) / NEW DOOR - 1 SEE FLOOR PLAN / ' EXSrG GONG SLAB NEW DECK DRAIN - TO REMAIN +O'-0' SLOPE TO LANDSCAPE FIN85tl FLOOD EAST ELEVATION 5 WALL S 3/4• 7 NOT USED Nr 5EGTION 5TRUGTURAL DETAIL NT5 V4' 1 O tt�■Ym 'I' -��1&Im _i OG Z CO 03 JOB NO. 0-60A DATE 4-15-21 DRAWN BY JNIB CHECKED BY 6MO 4OF5 STRUCTURAL. NOTES •STRUCTURAL, WORK SHALL. BE IN AGGORDAN,E WITH THE LAT55T ADOPTED EDITION OF THE FLORIDA BUILDING CODE, LOCAL CODES, ORDINANCES E REGULATIONS °VERIFY ALL DIMENSIOWS AND 517E CONDITIONS PRIOR TO STARTING CONSTRUCTION cARGHTECT 15 TO BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. c5EE ARCHITECTURAL. MECHANICAL AND ELECTRICAL DRAWIN&5 FOR ANCHORED. 5UPPORTED AND EMBEDDED ITEMS WHICH AFFECT THE STRUCTURAL WORK VERIFY DETAILS AND DIMENSIONS WITH EQUIPMENT PURCHASED. °COORDINATE 51ZE5 AND LOCATIONS OF OPENW-5 IN FLOORS AND ROOF WITH ARCHITECTURAL, MEGHANGAL. AND ELECTRICAL REOUIREMEN 5. °TOE OF SLAB AT &ROUND LEVEL REFERENCE M. 0'-0*. VERIFY ELEVATION WITH CIVIL SIT °THE STRUCTURE IS DE516NED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. R 15 THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEOUENGE TO IWSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION THIS INCLUDES THE ADDITION OF NECESSARY SHORIN5, SHEETIN5, TEMPORARY BRACING, GUYS OR TIEDOWNS. °THE CONTRACT STRUCTURAL DRAWINGS AND 51'EGIFCAT10N5 REPRESENT THE FINSHED 5TRU9TURE, AND DO NOT INDICATE THE METHOD OR MEANS OF CONSTRUCTION THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPOW015LE FOR ALL CONSTRUCTION MEANS, METHODS, TEGHNOUE5, SEQUENCES AND SAFETY. THE ENGINEER DOES NOT HAVE CONTROL OR CHARGE OF, AND SHALL NO' RESPONSIBLE FOR THE CONSTRUCTION MEANS METHODS, TEGHNQUE55EQUEN,E5, OR PROCEDURES. FOR 5AFM PREGAUT10N5 AND PROGRAMS IN CONNECTION WITH THE WORE FOR THE ACTS OR OMISSION OF THE CONTRACTOR, SUBCONTRACTOR OR ANY OTHER PER50N5 PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 7(P'�T2i�67r(r� ROOFS �N/PSF ELEVATED FLOORS STAIRS N/A ELEVATED DECKS N/A DEAD LOADS ROOFS 25 F5F ELEVATED FLOORS WA ATTIC STORAGE 20 MF GEIUNG / MEP 5 PSF WIND LOADS (PER FBC 2014 RE51DENTIA1. UDN) VELOCITY L60 MPH IMPORTANCE FACTOR ID EXPOSURE CATEGORY D SOILS DATA: ALLOWABLE BEARING PRESSURE 2500 FSF(ASSUMED) c5UIIDIN5 AND 5ITE FOUNDATION BEARING SURFACES ARE TO BE PREPARED IN COMPLIANCE WITH &EOTEGHNGAL REPORT PREPARED SPECIFICALLY FOR THE PROJECT SITE. AT A MINIMUM SITE PREPARATION TO INCORPORATE THE FOLLOWING. UN.E5S MORE STRIN5ENT OR INTENSIVE REQUIREMENTS ARE MANDATED IN THE 6EOTEGHNGAL REPORT. THE ARCHITECT AND/OR ENGINEER ACCEPTS NO RESPONSIBILITY FOR 5ETTLEMENT OR OTHER SOIL RELATED EFFECTS UNLESS A THOROUGH 6EOTEGHNGAL EVALUATION AND REPORT OUIUNNG SITE AND FOUNDATION PREPARATION RECOMMENDATIOWS HAVE BEEN ISSUED AND INCORPORATED INTO THE DESIGN DOCUMENTS. •THE CONSTRUCTION AREA SHAD. BE STRIPPED OF AL VEGETATION, TREES, ROOTS. DEBRIS AND OTHER DELETERIOUS MATTER WITHIN AND FIVE FEET BEYOND THE PERIMTER OF THE PROPOSED BUILDING AND PAVED AREAS. AL AREAS TO RECEIVE FILL SHALL ALSO BE STRIPPED AS, DESCRIBED. • IT IS THE OWNERS OBLIGATION TO OBTAIN A 6EOTEGHNCAL ENGINEER TO CONDUCT TEST BORINGS AND SURVEYS OF EXISTING SITE CON PMON5 AT AND AROUND BUDDING FOOTPRINT TO DETERMINE SOIL AND 51,155URFACE CONDITION5. •THE CLEARED AREAS ARE TO BE PREPARED FOR CONSTRUCTION AS, OUTLINED IN THE &EOTEGHNGAL ENGINEER RECOMMENDED PROCEDURES REPORT. • FILL. SHALL BE GLEAN SANDS WITH LESS THAN FIVE PERCENT PINES (PERCENT OF DRY WEIGHT PA55IN67 A U.S. NO. 200 SIEVE). HIGHER FINE CONTENTS CAN BE USED BUT MORE CONSTRUCTION CONTROL IS NECESSARY. BAGKFIL BEHIND WALLS SHALL BE VERY PERVIOU5, WITH NO MORE THAN THREE PERCENT FINES. • WHERE PILL IS REQUIRED. THE SURFACE SHALL, BE PREPARED AS, INDIGTATED ABOVE. THE OUTER EDGES OF THE FILL SHAD. EXTEND FIVE FEET BEYOND THE BIUILDIWi BC M.ACf=V IN TZ-INCH THICK LIFTS AND COMPLICATED TO AT LEAST 98 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557). COMPACTION SHALL BE CHECKED WITH FIELD DESITY TESTS. • P055TTIVE DRAINAGE SHAD, BE MAINTAINED AT THE SITE DURING THE CONSTRUCTION OF THE PROJECT. PREFER TO CIVIL PLAN- FOR ADDITIONAL 51TEWORK AND DRAINAGE REQUIREMENTS. • IMMEDATELY PRIOR TO REINFORCINS STEEL PLACEMENT AL BEARING SURFACES OF AL FOOTING AND FLOOR SLAB AREAS SHALL BE COMPACTED USM HAND OPERATED MECHANICAL TAMPERS. IN TH15 MANNER, ANY LOCALIZED AREAS WHICH HAVE BEEN LU05ENED BY EXCAVATION OPERATIONS SHA L BE ADEQUATELY RECOMPACTED. • REMOVE FREE WATER FROM EXCAVATIONS BEFORE PLAQNIG CONCRETE. • PLACE CONCRETE FOR SLAB ON GRADE ON A D MIL POLYETHYLENE FILM VAPOR BARRIER INSTALLED ON POISONED COMPACTED SOIL. SEE 5TRIUGTURAI- DRAWINGS FOR ADDITIONAL FOUNDATION NOTES CONCRETE AND REINFORCING • CONCRETE WORK SHALL CONFORM TO ACI 5PEGIFIGATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, AGI 301 LATEST EDITION •CAST-IN-PLAGE CONCRETE SHAD. BE AS, FOLLOWS, EXCEPT AS, NOTED: 28 DAY GO sTRENGTH .SLUMP (+/-19 MAX W/G RATIO MAX A66RE&A AIR CONTENT FOUNDATIONS 3000 P51 5' 0.48 514' 4-7 % SLABS ON GRADE 3000 P51 4' OAD 314' 4-7 % STRUCTURAL TOPPING 4000 PSI 5' 0.45 3/8' 5-8 % COLUMNS E TIE BEAM 4000 Mi 5' 0.45 3/4' 5-8 % FILLED GELS *ROUT) 3000 PSI 8' -U' 055 3/8' WA • SUBMIT DE516N MIXES FOR APPROVAL AT LEAST ONE WEEK PRIOR TO CONCRETE POUR. DESIGN MIX SUBMITTALS MUST INDICATE PROPOSED LOCATION OR TYPE OF USE. FAILURE TO DO SO WILL CAUSE DELAY AND/OR REJECTION OF SUBMITTALS. • PROVIDE CONCRETE COVER OVER REINFORCEMENT AS, FOLLOWS. UD& LOCATION AND CONDITION MINIMUM COVER A CONCRETE CAST AGAINST AND PERMANENTLY AL BARS 3' EXPOSED TO EARTH B. CONCRETE EXP06ED TO EARTH OR +6 OR GREATER Z' WEATHER +5 OR 6REATER11/2' C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND 1. S.AS, WALLS, AND JOISTS +U OR SMALLER 3/4' 2. BEAMS AND COLUMNS AL BARS 1 1/2' • COVER APPUES TO PRIMARY REINFORCEMENT, TIES. STIRRUPS AND SPIRALS. • REINFORGING BARS 5HAL CONFORM TO ASTM A-615, 6RADE 60, LATEST REVISION, WITH SUPPLEMENT (SD, MARKED 'S'. • WHERE BEAM REINOFRGING 6 SHOWN CONTINUOUS, SPLICE BOTTOM BARS OVER SUPPORT AND TOP BARS AT CENTER OF SPAN • LENGTH OF LAP 5PUC55 AND BAR EMBEDMENT SHALL BE AS, SHOWN IN TABLE, UN.E55 OTHERWISE NOTED: MINMUM SPUGE LENIGTH FOR DEFORMED BARS T<I2 BAR SIZE +6 OR LESS 3000 PSI 4000 PSI *GLASS A *GLASS B *GLASS A *GLASS B 441)b 571)b 38D6 491)b +7 OR MORE 55D6 7Eb 47D6 61Db TAZ +6 OR LE55 57Db 74D6 50Db 65D6 +7 OR MORE 7E6 UPI, 6E6 79Db NOTES: T 15 DEPTH OF CONCRETE UNDER BARS 'Db' IS BAR DIAMETER *FOR ALA. REINFORCING SPLICES UTIL2E GLASS B' SPUGE, UNO. ON fl.ANS OR DETAILS. • AT CHAN6E5 IN DIRECTION OF CONCRETE WALLS AND TO BEAMS, PROVIDE CORNER BARS OF SAME SQE AND 5PALIN5 AS, HORIZONTAL STEEL. • PROVIDE STANDARD HOOKS AT D15GONTINJOUS ENDS OF TOP BARS. WELDED WIRE FABRIC TO COMPLY WITH A5TM A165 SHEETS ON Y, NO ROL5. INSTAL ON BRICKS OR BOLSTERS, AT MID -DEPTH OF THE SLAB. SGHED TOP REINF 5CHED BOTT PUMP SGHED T E BM / BOND BEAM y x t�VeRT THRU LINTEL �EINF 8' PRECAST COWC HOOKD INTO TT -BM U-UNTEL BLOCK 9TI, REM. - GONG FILED W/ T11i19'-0* SCHEp RFDW HOOK UN'El. REINF INTO VERT WALL MAX REIN= UNTEL DETAIL NTS STRUCTURAL STEEL • STEEL WORK SHALL CONFORM TO THE A15G 'MANUAL OF STEEL CON55TRUGTION TM EDITION AND '5PECIFICATI0I6 FOR STRUCTURAL STEEL BUILDINGS- 1759 EDITION • MATERIAL SHAD, CONFORM TO THE FOLLOWING. EXCEPT As NOTED: STRUCTURAL STEEL W-51!APE5: A5TM A992.(FY-50 KS0 ANGLES, GHANJ.ES, AND PLATES: ASTM A36 (PY-36 KSD S. M. AND HP SHAPES: ASTM A36 (F'Y-36 KSD NPS STEEL PIPE: ASTM A53, 6B. B (FY-35 K51) HOLLOW STRUCTURAL SECTIONS - RECTANGULAR: A5TM A500, OR. B (FY-46 KSD HOLLOW STRUCTURAL SECTIONS - ROUND: ASTM A500, 6R B (FY-42 KSD HIGH 5TREN5TH BOLTS: A5TM A325; NITS: A5TM A563; WASHERS: ASTM F436 DIRECT TENSION INDICATORS: A5TM M59 TWI5T-OFF TEWSION CONTROL BOLTS: ASTM F1852 ANCHOR RODS: ASTM F1554 &R 36 (PY-36 K51) THREADED RODS: ASTM A36 TY-36 KSD OR ASTM AM GR.57(FY-115 KSD HEADED STUD ANCHORS: ASTM AIDE 6R. 5 1010 THRU 1020 • CONNECTIONS: • UNLESS OTHFRWI55 NOTED. BOLTS SHALL BE 11I611-5TREN55TH, BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANES. TIGHTEN BY AISG APPROVED 'wHTENNG METHODS. • WELDING ELECTRODES FOR A36 E A992 STEEL SHAD- BE E7OXX RETURN FILLET WELDS FOR FRAMED CONIEGTIOWS 1/2' AT EACH END. • _ SHOP CONINECT10115 SHAD, BE WELDED OR BOLTED. • FED CONNECTIONS SHAD- BE MADE WITH 3/4' BOLTS, EXCEPT AS NOTED OTHERWISE. • DESIGN BEAM CONNECTIONS TO DEVELOP THE REACTIONS DUE TO THE MAXIMUM ALLOWABLE UNFORM LOAD FOR THE BEAM SIZE AND SPAN SHOWN A56UM W FULL LATERAL SUPPORT, UNLESS OTHERWI6E NOTED. • ALL STEEL CONNECTIONS SHOP DRAWINGS SHALL BE STOWED AND SEALED BY A FLORIDA REGISTERED ENGINEER • AL STRUCTURAL STEEL EXP05E1? TO THE EXTERIOR CONDITIONS SHAD. BE HOT DIP 6ALVANZE1). CONCRETE UNIT MASONRY • CONFORM TO ACI SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 53OD. A5TM C-476. ASTM G-1017 AND NCMA TEK 107. • MORTAR 5HAU, BE TYPE M. OR 5. WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 mi. • REINFORCE WALLS WITH TRUSS -TYPE REINFORCEMENT EQUAL TO STANDARD DUR-O-WAL IN BED JOINTS 9-6A OR APPROVED EQUAL AT 16' OL. MEASURED VERTICALLY UDN PLACE PER MFR. RECOMMENDATIONS. EXTEND INTO COLUMNS, OR PROVIDE DOVETAIL ANCHORS TO SECURE MASONRY TO COLUMNS. PROVIDE PREFABRIGATED 'TEE' OR CORNIER SEGTION5 AT WALL INTERSECTIONS. • WHERE CONCRETE BEAMS ARE INSTALLED IN CONCRETE BLOCK WALL, SUPPORT CONCRETE WITH 6' WIDE CONINUOU5 STRIPS OF 1/8 SQUARE MESH SOFFIT 5GREENNY7 OF PUR-O-STOP OR EQUAL CENTERED OVER BLOCK WORK USE OF ROOFING FELT STRIPS WILL. NOT BE PERMITTED. • OPENNIGS SHALL HAVE BLOCK GULL AT EACH JAMB FILLED WITH GROUT AND REINFORCED, AND AS, INDIGATED IN TYPICAL DETAILS. • GROUT FOR FILLED CULLS SHALL CONFORM TO ASTM G476, LATEST REVISION, AND SHAD, HAVE A SLUMP OF BETWEEN 8' AND H. PROVIDE GLEANOUTS FOR UFIS GREATER THAN 5'-0' IN HEIGHT. HUMP 4'-0' MAXIMUM GROUT LIFTS FOR HIGH LIFTS (12'-O' MAX) 6ROUTIN5 WITH 30 MIN.ITE DELAY BETWEEN LFTS. • AT FILLED CELLS, LAY UNITS WITH FULL. BED JOINTS AROUND GELS. • CONCRETE BLOCK TO CONFORM TO A5TM C-90 Gm - 1500 MI. 1500 MI ON THE NET ARM. • AL COLUMNS AND BEAMS INTEGRATED IN GMT! WALLS ARE 8' AND 1Z' NOMINAL AND 7-5/8' AND U-5/8' ACTUAL DIMENSIONS. • LAP SPUGE CAW REINFORCING, 48 BAR DIAMETER5, U.OX • TESTING OF GROUT TO COMPLY WITH A5TM C-1019. • (7 FAWN IT nPFNNI-6, tiHA11. RF PRnVInFl) AT THE RnTTnA1 nF rR 1 F Tr) FR a CONSTRUCTION JOINTS SHALL BE MADE BY STOPPING THE POUR OF GROUT NOT LESS THAN 1-1/2 INCH BELOW THE TOP OF THE UPPERMOST UNIT 6ROUTED. • BEAMS WITH PREFIX 'TB' SHAU, BE OF CONCRETE. POURED AFTER THE MASONRY WALLS BELOW ARE IN PLACE. REINFORCING SHALL. BE CONTINUOUS THROUGH TIE BEAMS WITH MINIMUM LAP SPUCES OF 48 BAR DIAMETERS AND BENT BARS AT CORNERS. USE METAL LATH, MORTAR, OR SPECIAL UNITS TO CONFINE CONCRETE TO AREA REQURED, IN ACCORDANCE WITH ACI 530J (SOUP METAL OR FELT CAVITY CAM ARE PROHIBITED). • MA50NRY WALLS MARKED As 'LOAD BEARING' ARE DESIGNED TO CARRY FLOOR 6RAVTIY LOADS AID MIST BE CONSTRUCTED TO SUPPORT THE CONCRETE FLOOR SLAB CONCURRENTLY WITH CONCRETE COLUMN GDWSTRI1CT70N • MAGnNRY WAIN 4 INMI/'ATFI) AG, 9NF11 J' ARF 1)FG,Ir AF1M Tn PFr=_T I ATFPAI AND WORKING UPWARD ONE LEVAL AT A TIME. DO NOT START NEXT HIGHER LEVEL OF WALL- PRIOR TO COMPLETION OF WALL BELOW. ALLOW A MINIMUM OF 3 DAYS CURING FOR GROUT OF WALL. BELOW PRIOR TO STARTING WALL ABOVE. • SINGLE STORY MASONRY WALLS INDICATED AS PARTITION WALLS' SHALL, BE CAST ON THICKENED SLAB FOUNDATIONS AND ARE NOT DESIGNED TO CARRY ANY LOADS FROM THE MAIN BUILDING STRUCTURE. ISOLATE TOP OF PARTITION WALLS FROM UNDERSIDE OF CONCRETE SLAB WITH A MMNMUM 1/2' THICK COMPRESSIBLE MATERIAL. • PROVIDE CORRIOATED STEEL ANCHOR STRAP AT MASONRY TO CONCRETE JOINTS AT LOCATIONS, NOT DESIGNATED AS EXPANSION JOINT BY ARCHITECT, WHERE STUCCO 5PAN5 FROM MASONRY TO CONCRETE STRAPS SHAD. BE MINIMUM 51, x I'W x I6'6A. AND SPACED 0 16' O.C. VERTICALLY. WOOD FRAMING • PERFORM WORK IN ACCORDANCE WITH THE FOLLOWING AODN,05: LUMBER 6RADING AGENCY; CERTIFIED BY ALSG AND PLYWOOD GRADING AGENCY; CERTIFIED BY APA • LUMBER MATERIALS SHALT. FOLLOW WA AND SPIB GRADING RULE5, AND SHALL HAVE THE FOLLOWING PROPERTIES: -BEAMS AND HEADERS: SOUTHERN FINE SPECIES OR DOUOLAS FIR SPECIES; NO. I GRADE OR BETTER -RAFTER / JOIST FRAMING: SOUTHERN PINE SPECIES OR DOUGLA5FIR SPECIES, NO. 2 GRADE OR BETTER -ROOF DECKING: 5/8' GDX PLYWOOD SHEATHING -MISCULI AIEOUS FRAMING: SOUTHERN FINE SPECIE5 OR DOUOLAS FIR SFEGOS, NO. 2 GRADE ° AL FASTENERS, CUPS, HANGERS, BASES, GAPS E TIE -DOWNS SHALL BE FABRICATED FROM &ALV. 51'EE1- • FRAMMNIG CONNECTOR MODEL NUMBERS SHOWN ARE SIMPSON 5TRON6-TIE CONNECTORS, AS, MANUFACTURED BY SIMPSON STRONG -TIE CO, 1450 DOOLITTLE DR., P.O. BOX 568, 5AN LEAIDRO. GA 94577. SUBSTITUTIONS ARE ACCEPTABLE WITH APPROVAL FROM THE ENGINEER INSTAL 59D AND NUMBER OF FASTENERS AS, SHOWN IN LATEST SIMPSON CATALOG. • AL PO5T-IWSTAU.ED ANCHORS SHALL BE EPDXY ADHESIVE TYPE WITH ASTM A36 THREADED ROD, UDN. BRAND AND TYPE OF EPDXY ADHESIVE SHAD. BE SIMF50N SET, HILTI HT HY 150. OR HILTI RE 500 EPDXY. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT WRITTEN PERMISSION FROM THE ENGINEER OF RECORD. EVALUATION OF SUBSTITUTION RBOUE5T5 WILL INVOLVE ADDITIONAL EWIWEERING TIME, AND POSSIBLE REDE516N OF GONWTION5. WHICH WILL AFFEGT OTHER TRADES. , T. O. B. 5GHD TO BEAM W/ T E B BARS PER SGHD a 2-+5 HOOK BARS TIED TO TOP z BARS OF OFFSET BEAMS FORMED COLUMN w POURED COLUMN OR FILLED GEL W/ 5GHD VERTICAL BAR(5) BEAM W/ T E B BARS STEPPED TIE BEAM DETAIL NITS lirigol C, 'vim 5EE PLAN STD. HOOK S SPEGIFI D15PAGINIG TYPICAL TIES 6 SPECIFIED 5PAGIN5 TIES @ V2 SPEGIFIED 0 SPACING COLUMN OFFSET kfi-'- � WA-0-WiTi LAP SPLICE TYPICALR O, 5EE 2 TIES (4 1/2 SPECIFIED SPAGING " 11E5 a SPECIFIED 5PAGIN57 TIES 6 1/2 SPEGFED o SPACING TIES 6 1/2 SPEGIF(ED'0 5PACING T/ PILE GAP OR GRADE BEAM 10 SHALL BE REQD SEPARATE DOWELS OFFSET EXCEEDS 3' OFFSET AS, REO'D 3 AL COLUMN R55AR A3 TO BE SHOP OFFSET BENT. SLOPE OF OFFSET INCLINE NOT TO EXCEED Id COLUMN RE51WORGIW 4 DOWEL SIZE TO MATCH w W/ STANDARD AQ HOOKS _.....__.._. _ _ PIXACMP: GRADE BEAM (ILEI VARIE5) OR 5HALLOW FOUNDAT SEE PLAN E DETAILS TYPICAL CONCRETE COLUMN DETAIL. NTs FLAME SPREAD/SMOKE DEVELOPED NDEX TABLE FINISH FLAME SPREAD / SMOKE DEVELOPMENT BATT INSULATION 25 / 50 SPRAY INSULATION 20 / 400 GYPSUM BOARD 25 / 50 STAINED TO GEIUNG 150 / 300 '-------------------------3 I 3 O L o 7 I O V O I ROOFING SPEGIFICATION I ( SECURE I LAYER OF 30+ FELT TIN-TA&&ED 9 6' OG. ED&E5 / FIELD - OVER TOP INSTAL 5ELF-ADHER'G ROOF MEMBRANE (OMEWS CORNING WEATHERWO TO ACT AS, A SUP SHEET BETWEEN ZO (D> < ID I ZO i ROOF PANELS $ UNDERLAYMENT INSTAL 'ITTE-LOG' PLUS OD32' ALUM ROOF PANELS (OR APPROVEP UOUAU IN OWNER 6ULUOTEP STANDARD FACTORY COLOR KYNAR PART F1W5H FASTEN PANELS W/ S.S. Tn-LOC PLUS CUM. V 2FASTEN CUPS W/ 2) a-IOx 11/2'56 PAN HEAD V I SCREWS 0 24' OL. - 3' FROM ENDS MAX - O O I 6'OGINWIND ZONE2E3 I O I INSTAL NEW PRE-FUNSH ALUM DRIP EDGE ¢ WALL, FLASH'G - LEAD VENT COLLARS B 6005N1ECK VENT 3 O 3 W/ 51M MAR 51ZUf YFE OR AS, SPEGIF5D IF NEW. --------------------------I a (T'm EDGE ZONE ROOF PLAN CON". LATERAL BRAG WOOD TRUSSES, SHALL BE BRACED AND ERECTED IN RDANCE WITH 'THE TRU55 PLATE IN5TITUTIE LNG a� TRU55155 COMMENTARYF OWED Q B� BRACING N THE PLAN OTHE MEMBERS. D1AGO A. THE TRU55 FABRICATOR SHALL PROVIDE AND LOCATE BRACING LATERAL BRACING FOR EACH TRU55 WEB MEMBER AS, REQ. CANT. LATERAL BRACING COMPRESSION WEB B. LATERAL BRACING L 5HABE RESTRAINED BY DAGNAL SLOPINY OR VERT. (MIN J' THICK NOMINAL LIMBER). THIS BRAGINY� BEM TO CONTINUOUS. TO BE DIAGONAL. BRACING M G. A R OF TWO ROWS OF DIAGONAL BRACING 15 REO., ONE I. NAILED TO OPPOSITE g EACH VERT. MEMBER CLO5E5T TO BEARING LOCATIONS. DIAGONAL 51DE OF WEB TO BRACING PREVENT LATERAL THE BOTTOM CHORDS SHAL BE BRACED BY CONTINUOUS LATERAL MOVEMENT 0 BRACING SPACED 0 8 TO 10 FEET, NAILED TO TOP OF THE BOTTOM 20' O.C. CHORD. D1,66ONAL5 PLACED (4 45 DEGREES TO THE LATERAL DAGONIAL BRACING 5HAU. BE LOCATED AT EACH END. IF THE BUILDING FORM BRACED EXCEED 60 FEET IN LENGTH, PA60WL BRACING SHALL BE BAY Q 20' REPEATED 9 20'INTERVALS INTERVALS, REPEAT TOP CHORD BRACM: 8 BOTH ENS A IF PLYWOOD DECKING 15 APPUED DIRECTLY TO TOP CHORD. CONT. LATERAL PROPERLY LAPPED $ NAILED TO DEVELOP DIAPHRAM ACTION. BRACING LOCATED BRACING IS NOT REQ. ON OR NEAR PANEL 'S B. IF PI RUNS ARE USED. DA60NAL TOP CHORD BRAGIN6 IS, REQ. 8' POINTTO 10' AT EACH END. IF THE BUILDING EXCEEDS 60 FEET IN LENGTH, OL. DIAGONAL. BRACING 5HAL BE REPEATED 8 20' INTERVALS. UNTEI- BEAM - SEE UNM DETAIL COLUMN VERTICAL REINF. %W/ 2) +60 IN GONG FILLED GULL. ri VERTICAL REM W/ D +50 �IN CONE FILLED CELL ■ Q LB-1 L I I I I I I 1 I I J_L_J_= Li- I-L= _ GIRDER TRU55 - - - PRE -ENE. OOP TRUSSES - - O 8 24' OG, W/ SAZ FITCH TO MATE RESIDENCE ATTIC 124'x3b'iMiNG'D I I PANEy AGG a. _=T_r_T=TT_i_T= _ I I I oil i I 1 _ I ( TB-2 -� y' - ■ - ■ an © B o . o 4 1 1/0 1 1 F* O 1 1 1 I 1© 1 1 1 I I I ' VERIFY ROOF FRAMING PLAN TRU55 CONNECTOR $ NAIUNG SCHEDULE I I NNUWY / BOLTING REQ. TO MEMBER TO BEARING MK MAW CONNECTOR OTY. REMARKS A I 5IMPSONJ HETA16 1 9) IOd x 1 1/2' 4' EMBED B SIMPSON METAIZ 1 7) IOd 1 1/2' 4' EMBED G SIMPSON HE7AI6 2 9) IOd x 1 1/2' 4' EMBED D E GENERAL NOTES: KEYED NOT55 ❑ PROVIDE 51MP50N T5S TRUSS SEAT OR I. 266A &ACV STEEL M015TURE BARRIER RIGHT FLAN5% CONGEAL WHERE AL NON-PRE55URE TREATED FRAME MEMBERS ARE IN CONTACT CON, / MASONRY ❑ WHERE MULTIPLE CONNECTORS ARE SGHEDD NAIL* QUANTITY IDENTIFIED IS PER CONNECTOR CONCRETE BEAM / UNTEL SCHEDULE MK SIZE REINFORCING 5TIRRUPS TOP OF WALL OR BEAM REMARKS BOTTOM TOP TIE SPACINIG TE-BM TB I 8'x 16' D +50 2) +50 515E FRM6 PLN 2 COURSE BEAM BI K TO -BM TB-2 &'x 8' (MIN v +50 D +50 5EE FRM6 PU4 FORMD COI, TIE -BM EXTENSION DTL 3/A2 LINTEL L-I I 8'x8' 5EE SEGTIDIS PRE -CAST UNREINF UNTEI, BM L2 8'x6' D +50 5EE SECTIONS PRE -CAST REAP UNTIL BM UNUEL LB -I 8'x 16' D +60 Z) +50 SEE PLAN PRE -CAST PRE-57ES5ED REINF UNTE, BM I. (PJ - RECESSED UNTEL 2. PRAWN& PLAN NOTE5 O ROOF TRU55E5/RAFTERS SHALL BE PRE -ENE 5GS50R WOOD TRUSSES W/ 2x6 TOP CHORD W/ 5/12 PITCH - SEE ROOF FRAMING PLAN f SEGTIOWS O THIS 15 A PREUMANARY ROOF FRAMING PLAN. FIN4L TRU55 SHOP DRAWINGS TO BE REVIEWED $ APPROVED BY ARCHITECT PRIOR TO FABRICATION O TRUSS MANUFACTURER TO INDICATE LIPUPT REACTIONS a TRU55/ GIRDER ENDS B PROVIDE HANGER CALIOUT5 FOR TRU55 TO 61RPFR E GIRDER TO GIRDER CONINECTION5 O SUBSTITUTION OF ANCHORAGE HARDWARE W/ EQIUAi. OR GREATER VALUES 15 PERMITTED. ARCHITECT ASSUMES NO RE5PONSIBILTY FOR SUB5TIT10NS WHICH DO NOT MEET THE SPEGIF15P LOAD PATH ENGINEERING CRITERIA O PL]'WMP 6HEATHIN6 ROOF SHEATHING TO BE 5/8' GDX PLYWOOD SECURED WITH 8d &ALV. RIN57-SHANK NAILS 0 6' OG EACH WAY (4' OG EACH WAY IN EDGE ZONE 3) D 114' O HEADERS / UNTELS AL EXTERIOR DOOR $ WINDOW HEADERS SHALL BE PRECAST OR PRE-5TRE56ED GONG LINTEL BLOCK MANUP BY CAST-GRETE. CONE. FIL'D 6 REINF AS, SCHEDULED. AL DOOR /WINDOW LINTELS ARE LINTEL TYPE L1 UNO. O FRAMED SHEAR/LOAD PATH WALLS: SHEAR WALL / LOAD PATH WALLS SHALL BE 2A (MN) STUD FRAMING 6 I6' OG WITH PT 2x 51L PLATE E DBL 2x TOP PLATES W/ MN 52' LAP - SECURE GILL PLATE TO CON, FOOTER / BEAM W/ V2' AB (W/ 6' EMBED) @ 32' OG MIN PLYWOOD SHEATH AT LEAST ONE SIDE OF SHEAR WALLS SECURE STUDS TO TOP E BOTTOM PLATES 8 32' OL. W/ SIMPSON 5P4 STRAW W/ 6) 8d NAILS FOR AL INTERIOR/ EXTERIOR FRAMED LOAD PATH WALLS GENERAL NOTES: 5EE SHEET A-4 FOR GENERAL STRUCTURAL NOTES, AND DETAILS. SEE ROOF PLAN 5HM7 A-4 FOR ROOFING SYSTEM SPECIFICATION 4 -NEW 10'0 TUBULAR 5KYU6HT(S) CENIERD ON ROOF RID6E (TYP OF 3) JOB NO. 0-669A DATE 4-15-21 DRAWN BY JMB CHECKED BY 5MG SHEET A' 5OF5 MECHANICAL LEGENP ABBRE� VIATION5 •,,-50UARE THROAT ELBOW AG -AIR CONDITIONER NO -NORMALLY OPEN Z4xiZ -DUCT SIZE, FIRST FIGURE 15 51DE SHOWN -7 W/TURNIN6 VANES AFF -ABOVE FINISH FLOOR NT5 - NOT TO SCALE ICI R71 -DUCT SECTION. P051TIVE PRESSURE. FIRST AF6 -ABOVE FINISH GRADE OA -OUTSIDE AIR FIGURE 15 ARROW SIDE AHU -AIR HANDUN6 UNIT OAL -OUTSIDE AIR LOUVER -DUCT SECTION, EXHAUST -RADIUS ELBOW AP -AGGE55 PANEL PRV - PRE65URU REDUCING VALVE BOP -BOTTOM OF PIPE PSI -POUNDS PER SQUARE INCH -DUCT 5EGTiON, NE6ATIVE PRESSURE, RETURN BHP -BRAKE HORSEPOWER PVC -PSI GAGE �_�-REGTAi�ULAR/ROUt�ID BRANCH BTU - BRUTISH THERMAL UNIT PVC -POLYVINYL CHLORIDE PIPE TAKE OFF -DUCT SECTION, UPTHRU ROOF OR SLAB rj, - CENTER LINE RA -RETURN AIR RPM -REVOLUTIONS PER MINUTE AT --CHANGE IN TEMPERATURE -ROUND/ROUND BRANCH TAKE -OFF IT CFM -CUBIC FEET PER MINUTE SA -SUPPLY AIR X))) XX) J J J XZZ) X)XXX)) -FLEXIBLE DUCT GU -GONDEN5iNl6 UNIT 5FD -SMOKE AND FIRE DAMPER -TRANSITION, CONCENTRIC DN -DOWN T -THERMOSTAT -STANDARD BRANCH. NO SPUTTER EAT -ENTTERINS AIR TEMPERATURE VAV -VARIABLE AIR VOLUME -TRANSITION, EGGENTRIG EMS -ENER6Y MANAGEMENT 5Y5TEM VL-V -VALVE UWH -ELECTRIC WATER HEATER VTR -VENT THROUGH ROOF OT THERMOSTAT TEMPERATURE -VOLUME DAMPER FD -FIRE DN�RTER -FIRE DAMPER gar SMOKE DETECTOR FPM -FEET FUR MINUTE --DUCT GPM --6ALLOWS PER MINUTE 6V -GATE VALVE CD- CONDENSATE DRAIN QI -POINT OF CONNECTION LAT -LEAVING AIR TEMPERATURE R -REFRIGERANT UQUID LWT -LEAVING WATER TEMPERATURE �� - -MOTORIZED DAMPER R5- -REFRIGERANT-REFRIGERANT0 SUCTION MBH THOUSAND BTU PER HOUR NG -NORMALLY CLOSED MECHANICAL 5PEGIFIGATION5 GENERAL NOTES 1.0 5A51C MATERIAL, AND METHOD5 I. CONNECTION TO EQUIPMENT SHAD. BE VERIFIED WITH MANUFACTURER'S CERTIFIED 3.0 DUCTWORK DRAWIN165. TRANSITIONS TO ALL EQUIPMENT 5HAU BE VERIFIED AND PROVIDED II SCOPE OF WORK FOR EQUIPMENT FURNISHED. 31 GENERAL PROVIDE LABOR AND MATERIALS AS REQUIRED TO PROVIDE A 2. BEFORE FABRICATION, VERIFY AND COORDINATE ALL DIMEi,16ION5 IN FIELD. FULLY FUNCTIONING AMID COMPLETE HVAG SYSTEM AS INDICATED PROVIDE ALL DUGTWORK IN ACCORDANGE WITH THE LATEST 3. DUCT CONSTRUGTiON SHALL BE IN ACCORDANCE WITH 5MAGNIA HVAG DUCT ON DRAWIW--S. THE5E DRAWIN65 ARE DIAORAMMATIG IN NATURE EDITION OF SMAGNA DUCT CONSTRUCTION STANDARD, METAL AND CONSTRUCTION STANDARDS, Is+ EDITION. AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND FLEXIBLE. DUCT SYSTEM. FASTENERS, MASTICS, AND EQUIPMENT. FINAL LOCATIONS OF EQUIPMENT SHALL BE FIELD ADHESIVES SHALL BE UL U5TED AND LABELED GLASS 1. AIR 4• SEE SPECS. FOR GAUGES. THICKNESS, BRAGIN67, REQUIREMENTS, ETC., OF DETERMNED. ALL DI5CRWANGIES ON DRAWINGS SHALL BE LEAKAGE FROM DUCT SYSTEMS SHALL NOT EXCEED 5 PERCENT OF DUCTWORK BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRfTiW DESIGN AIR FLOW. PROVIDE MO 6AUVANIZE1) 5HEET METAL. FOR 5. PROVIDE AiR TURNIIN6 VALES IN AL. 90 DEGREE RECTANGULAR DUCT ELBOWS. PRIOR TO SUBMISSION OF BIDS. ALL DUCTWORK 6. DUCT SIZES AND ALL OMNIN55 THRU BUILDING CONSTRUCTION SHALL SUIT 12 GENERAL. AND SPECIAL CONDITIONS 3.2 FLEXIBLE DUCTWORK EQUIPMENT FURNISHED. 7. COORDINATE DIFFUSER, GRILLE AND RE5715TER LOCATIONS WiTH ARCHITECTURAL ALL WORK SHALL COMPLY WiTH LATEST FLORIDA BUILDING PROVIDE UL STANDARD 151, CLASS I COATED FLEXIBLE REFLEGTED C51LAW PI.AN5 AND EQUIPMENT OF ALL TRADES. CODE EDITION ORDINANCES AND REGULATIONS OF THE LOCAL AUTHORITY HAVING JURISDICTION. NATIONAL FIRE PROTECTION DUCTWORK WiTH INTERNAL ALUMINUM SPIRAL HEUX. PROVIDE 8. LOCATE THERM05TAT5 AND HUMDISTATS 54' ABOVE FINISHED FLOOR UNLESS ASSOCIATION AND NATIONAL ELECTRICAL. CODE. ALL 1 1/2' INSULATION WiTH OUTER JACKET AND INNER LINER; NOTED OTHERWISE. LOCATE SENSORS AT 66' A.P.F. EQUIPMENT SHAD. CARRY THE UNDERWRITER'S LABORATORIES MVNIMUM FLEXIBLE DUCTWORK R VALUE OF 6. 9. ALL EQUIPMENT, DUCTWORK. ETC., SHALT. BE SUPPORTED AS DETAILED AND/OR NU SEAL WHERE APPUCABLZ. 4.O DUCTWORK ACCESSORIES SPECIFIED. PROVIDE ADDITIONAL SUPPORTS AS REQUIRED TO PROVIDE A VIBRATION -FREE, RIGID IN65TALR LATIO 13 QUALITY CONTROL 4.1 FIRE DAMPERS 10. ALL DUCT 51ZES SHOWN ARE INSIDE CLEAR DIMENSIONS. UNLESS OTHERWISE NOTED, PROVIDE NEW MATERIALS FREE OF 11. ALL WORK SHAD. BE COORDINATED WITH AL. TRADES INVOLVED. OFFSETS IN DEFECTS. WHERE NO SPECIFIC WEIGHTS OR GRADE5 ARE FIRE DAMPERS SHAD, BE UL LABELED ACCORDING TO UL DUCTS AND PIPING ONICLUDINIG DIVIDED DUCT5) AND TRAWIT10N5 AROUND SPECIFIED PROVIDE MATERIALS OF AN ACCEPTED STANDARD STANDARD 555. PROVIDE 1-1/2 HOUR RATED DAMPERS OBSTRUGTIOW5 SHALL BE PROVIDED AT NO ADDITIONAL COST. WEIGHT AND &RAPE ACCORDING TO CODE AND 6OVERNN6 SUITABLE FOR HORIZONTAL INSTALLATION IWSTAU- DAMPERS STANDARDS BY ASHRAE, SMACNA, NFPA, AND UL, INSTAL. ALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS FOR 12. DAMPERS AND lWooIP56 OF DUCTS VISIBLE THROUGH GRILLES, RE6I5TERS AND EQUIPMENT, PIPING. DUGTWORK, AND CONTROLS IN ACCORDANCE SLEEVES AND MOUNTING. PROVIDE 165 DEGREE FUSIBLE LINK. DIFFUSERS SHALL BE PAINTED FLAT BLACK WiTH CODES, 60VERNN5 6TANDARD5, AND MANUFACTURERS PROVIDE 6A5KETED AGGE55 DOOR SUITABLE FOR REPLACEMENT B. REFER TO TYPICAL DETAILS FOR PIPING AND INSTALLATION OF: EQUIPMENT. RECOMMENDATIONS. OF FUSIBLE LINKS AT ALL DAMPERS. FIRE PERFORMANCE CHARACTERISTICS OF INSTALLED MATERIA✓4.2 L TURNING VANES 14. AGGE55 PANELS IN DUCTWORK AND CEIUN65 SHALL BE PROVIDED WHERE REQUIRED FOR OPERATION, BALANCING AND MAINTENANCE OF ALL MECHANGAL SHALT. BE RATED IN ACCORDANCE WiTH A5TM E84. MAXIMUM EQUIPMENT. FLAME SPREAD RATING SHALL BE 25 AND MAXIMUM SMOKE PROVIDE TURNN& VANES IN ALL REGTANI&ULAR 90 DEGREE DUCT DEVELOPED RATING SHALL BE 50. ELBOWS. VANE CONSTRUCTION SHALL BE ACCORDING TO SMACNCI.5• PROVIDE 7 TRAP AT EACH UNIT CONDENSATE DRAIN T' TRAP DEPTH SHALL HVAG DUCT CONSTRUCTION STANDARDS. BE AT LEAST 1-1/2 TIMES THE TOTAL SP. DROP OF THE UNLIT. 15UPPUDP EQUIPMENT SHALL BE AS 5GHE1PULED OR OWNER 16. AL. DUCTWORK AND PIPING 15 SHOWN SCHEMATICALLY. PROVIDE ALL APPROVED EQUAL. IN QUALITY AND PERFORMANCE. 43 VOLUME CONTROL DAMPERS TRANSITIONS, TURNN6 VANES, EL8OW5, FiTTlw--S, ETC., TO ALLOW SMOOTH FLOWS. ALL SPLIT DUCT FiTTIN65 SHALL TRANSITION TO FULL Si F OF THE IA COORDINATION PROVIDE VOLUME CONTROL DAMPERS AT EACH BRANCH DUCT AND SUM OF BOTH BRANCHES, UPSTREAM OF SPLIT. COORDINATE ALL WORK FOR PROPER LOCATION, POWER, AND AS WGB56ARY FOR PROPER SYSTEM BALANCING. PROVIDE FACTORY FABRICATED VOLUME CONTROL DAMPERS COMPLETE WM47 SLEEVE AND SEAL AU PIPING PENETRATIONS THROUGH BUILDING PARTITIONS. UTILITY R50LI REMENT5. SCHEDULE INSTALLATIONS TO AVOID REQUIRED LOCKING HARDWARE AND ACCESSORIES. ID. COORDINATE THERMOSTAT AND HUMIDISTAT LOCATIONS WiTH FURNTURE/EQUIPMENT CONFLICT AMONG TRADES. ADDITOOA5 TO THE CONTRACT FOR LAYOUTS, WINDOWS AND DOOR SWIM& AREAS. COORDINATION AMONG TRADES WIU, NOT BE ALLOWED. 4.4 FLEXIBLE CONNECTIONS 15 PENETRATIONS, CUTTINIG, AND PATCHING 19. COORDINATE WITH ARCHITECT BEFORE PURCHASING 6RILI.ES, REGISTERS, PROVIDE FLEXIBLE CONNECTIONS AT ALL, FAN AND AIR DIFFUSERS, LOUVERS AND OTHER AIR DISTRIBUTION DEVICES TO VERIFY FINISH. 5EAL ALL PIPING AND DUCT PENETRATIONS OF WALLS IN HANDLN6 UNIT SUPPLY AND RETURN CONNECTIONS. 20. PROVIDE FLEXIBLE DUCT CONNECTIONS ON ALL DUCTS CONN5011IN65 TO EACH FAN, ACCORDANCE WiTH ARCHITECTURAL DRAWINGS AND 5.0 AIR DISTRIBUTION DEVICES AIR HANDUNG UNIT AND FAN COIL UNIT. SPECIFICATIONS. PI OF RATED FLOORS FENETRAITH AND WALLS BE BE SEALED FI MATERIAL. 21. PROVIDE TRANSITIONS AT DIFFUSER NECKS AS REQUIRED TO MATCH 51Z55 OF FLASH ROOSHALF ROOF AND LUAU PENETRATIONS IN ACCORDANCE WITH METH TIONSON AC PROVIDE GRILLES, RE&15TERS, AND DIFFUSERS WITH FLEX DUCTS TO BE CONNECTED. EALLCT CERTIFIED ADC, API. AND AMGA COMPLIANCE. PROVIDE Off - WHITE FINISH, OF STYLES AND BORDER TYPES AS SCHEDULED. 22. COORDINATE LOCATION OF DUCTWORK WITH STRUCTURAL SYSTEM, L6 HANGERS AND SUPPORTS MAXIMUM DEVICE NECK VELOCITY SHALL BE 500 FPM AND 23. VERIFY EXISTINIG CONDITIONS IN FIELD AND COORDINATE WITH ALL TRADES MAXIMUM NO SHALL BE 25. M1UPIN6, BUT NOT LIMITED TO, ARCHITECTURAL, STRUCTURAL, U&HTIN6, PROVIDE HANGERS AND SUPPORTS FOR ALL PIPINIG, n DUCTWORK AND EQUIPMENT IN ACCORDANCE WITH SMACNA, M55, ASME, �t1D TESTINGADJUSTING, AND BALANCING , POWER, SYSTEMS, PLUMBING, FIRE PROTECTION AND OTHER EXI5TINIG AND N15W WORK ASHRAE STANDARDS. SUPPORT AL. ITEMS FROM INTEGRAL BUILDING STRUCTURAL. MEMBERS. DO NOT HANG ITEMS FROM BALANCE AIR AND WATER SIDE OF BUILDING. TEST AND 24. MAINTAIN CLEARANCE OF A MINIMUM OF 6' BETWEEN DUCTWORK, PIPINl6, ROOF DECKING. BALANCE ALL AIR HANDUNO SYSTEMS INSTALLED TO MATCH EQUIPMENT, ETC., AND ALL FIRE RATED AND FIRE/SMOKE RATED PARTITIONS, SCHEDULED SUPPLY, RETURN. AND EXHAUST AIRFLOWS WiTHIN TO ALLOW FOR INSPECTIONS OF RATED WALLS. 2.0 INSULATION TOLCRAWIvES SPECIFIED BY NEBB OR AABC. BALANCE WATER SYSTEMS TO PROVIDE INDICATED GPM TO ALL EQUIPMENT 2U PIPING INSULATION WITHIN TOLERANCES SPECIFIED BY NID55 OR AABC. ADJUST SYSTEMS WHERE NECESSARY. PROVIDE FINAL, CERTIFIED NEBB PROVIDE 3/4' FLEXIBLE MASTOMERIG CELLULAR (ASTM C534, OR AABG TEST REPORT OF TE5TIN6 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 ADHE5IVE. 22 DUGTWORK INSULATION PROVIDE 2' JACKETED FLEXIBLE BLANKETS OF IN10R&ANG GLASS FIBERS (A5TM C 533, TYPE 2, GLASS F-1) ON ALL SUPPLY DUCTWORK AND RETURN DUCTWORK IN UNGONPMONED SPAGE5. JACKET SHALL BE FOIL-SCRIM-KRAFT, NON- COMBUSTIBLE. INSULATION SHALL HAVE A MR IN5TALLED R VALUE OF 6. WRAP INSULATION T16MY OVER DUCTWORK . BUTT AND OVERLAP ALL JOINTS A MINIMUM OF 2', AND SEAL ALL JOINTS WITH VAPOR BARRIER ADHESIVE REIWFORCED WITH TAPE. AIR DISTRIBUTION SCHEDULE MARK GFM NECK SIZE FACE 51ZE LENGTH DESCRIPTION A 000-110 6DIA 2424 SUPPLY DIFFUSER DI-240 BDIA 2424 DA515 OF DE516N: TITUS TPGA-AA 241-420 IODIA 2424 COLOR: WHITE 421-620 12PIA 2424 MATERIAL: ALUMINUM 621-750 14PIA 2424 OPPOSED BLADE DAMPERS: NO 751-160 16DIA 2424 BACK PAN SIZE: ISxIB B 000-110 6x6 2424 RETURN / EXHAUST GRILLE ill-220 &x8 2424 DA515 OF DE516N: TITUS 5OF 221350 IOx10 2424 COLOR: WHITE 351-530 1202 2424 MATERIAL: ALUMINUM 531-730 1414 2424 OPPOSED BLADE DAMPERS: NO 731-970 16x16 2424 \'x\'x\' GRID 971-1240 1Sx18 2424 1241-1540 2Ox20 2424 1541-1550 22x22 2424 G 000-160 6x6 5UPPLY 51DEWAL DIFFUSER 161-250 5x6 BASIS OF DE516N: TITU5 271FL 251330 12x6 COLOR: WHITE 331-500 i8x6 MATERIAL: EXTRUDED ALUMINUM 501-890 18x10 OPPOSED BLADE DAMPERS: NO 591-1450 2412 51N16LE DEFLECTION I SPAGIN6 D 000-160 6x6 RETURN/EXHAU5T RE615TERS 161-210 8x6 BA515 OF DE516N: TITUS 56FL 211-330 12x6 COLOR: WHITE 331-500 18x6 MATERIAL: EXTRUDED ALUMINUM 501-780 18x1O OPP05E0 BLADE DAMPERS: NO 781-1275 24xiZ Od FIXED DEFLECTION I SPACING NOTES: 1. AIR P15MBUTION DEVICES LOCATED WITHIN ACOUSTICAL TILE GEIUN55 SHAD. BE PROVIDED WITH BORDER TYPE 3 FOR LAY -IN MOUNTING. AIR D15TRIBUTION DEVICES LOCATED WITHIN 6YP5UM BOARD CEIUN65 OR WALLS SHALL BE PROVIDED WITH BORDER TYPE I FOR 5URFAGE MOUNTING. REFER TO ARCHITECTURAL DOCUMENTS FOR GEIUN6 TYPES. 2. AIR DISTRIBUTION DEVICES LOCATED IN SMALL ROOMS WHERE FULL 24'x24' GRID ARE NOT AVAILABLE SHAD. BE PROVIDED WITH SURFACE MOUNTING BORDERS IN UEU OF LAY -IN. SECURE EACH DEVICE TO GEIUN6 GRID WITH FIELD -FABRICATED SUPPORTS. MECHANICAL., PLAN 1/4' 4'x6' ALUM EXHAUST -LOUVER W/ IN5EGT SGREEN'6 (IYP OF 2) -0 FLEX MTL DUCT W/ iN-UPE BACK DRAFT DAMPER FAN 5GHMUI.E PLAN MARK MANLF MODEL N0. FAN SERVICE CFM STATIC PRESS. FAN RPM MOTOR H.P. DRIVE VOLT/ TYPE PHASE INTERLOCK WITH NOTES EF--1 GROAN - BATH EXHAUST 35 OLIO - - DIRECT 120/1 uc-w CG EF-2 NOTES: 1. CONNECT TO EXI5T'6 EXHAUST VENT G AIR COOLED CONDENSING UNIT SCHEDULE PMA�RIC MNO. COOLING CAPACITY ELECTRICAL DATA WEIGHT TOTAL MBH SEN. MBH REF. TYPE NO. COMP. AMP. MCA MAX FUSE VOLT/ PHASE CU-1 NTX5KHO9AMAA 9,000 6,300 R-410A 1 - 9 60 WA - CU-2 MOLES: 1. MODEL NUMBERS AND SELEGnOWY ARE BASED ON MIT5UBI5HI ELECTRIC AIR HANDLING UNIT SCHEDULE PLAN MARK MODEL NO. MIT CONFIGURATION AIR FLOWS FAN DATA COOLING COIL HEATING COIL CAPACITY •- FEAT TOTAL CFM OA CFM EXT. SP TYPE MAX. RPM MOTOR FP VOLT/ PHASE SEN. MBH TOTAL MBH _ _ELECTRIC KW STEPS _ - VOLTS/ PHASE AHU-1 NTXSK509112AA HORIZ. 300 WA 5 DIRECT 15P M5 1 230/l 6900 9A00 6.9 1 230/1 Am-2 1. MODEL NUM3ER5 AND EQUIPMENT 5ELEGTION5 BASED ON MFSUB15HI ELECTRIC 2. AIR PRESSURE DROP FOR FILTERS SHAD. INCLUDE A 05' DIRTY FILTER ALLOWANCE. 3. GAPACIME-5 SHOWN ARE MNMUM AIR AND WATER PRESSURE DROPS ARE MAXIMUM 4. PROVIDE WiTH 51N65U! POINT ELELCTRIGAL GOWAEGTION I U I ■ i `I i i i1 i � Z f� . J r 1 1 � JOB NO. 0-669A DATE 427-21 DRAWN BY JMB CF1EC1® BY 5MG SHEET A5 6OF6