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HomeMy WebLinkAboutApproved Revision1 PARTITION LEGEND TYP. EXTERIOR WALL - 5/8" STUCCO ON 8" CONC. BLOCK EXTERIOR SIDE. 5/8" GYP. BD. SMOOTH FINISH ON R-4.1 FOIL BACK RIGID INSULATION ON 1" PT WD. FURRING ® 24" O.C. INTERIOR SIDE, PAINT BOTH SIDES TYPICAL INTERIOR PARTITION WALL - 5/8" GYP. BD. SMOOTH FINISH EACH SIDE ON 3 5/8" METAL STUDS (25 GA. MIN) ® 24" O.C. W/P.T. SOT. PLATE, PAINTED. TYPICAL SOUND PARTITION - 5/8" GYP. BD. SMOOTH FINISH EACH SIDE ON 3 5/8" METAL STUDS (25 GA. MIN) ® 24" O.C. WITH 3-1/2" BATT INSULATION, W/P.T. BOT. PLATE, PAINTED. TYP. 42" HI. EXTERIOR GUARD WALL - 5/8" STUCCO ON 8" CONC. BLOCK, SMOOTH FINISH, PAINT BOTH SIDES. ❑SLOPE CAP TO EXTERIOR W. ■ DENOTES COLUMN WITH CONCRETE BLOCK BASE AND STEEL COLUMN WITH DECORATIVE WRAP (TYP). SYMBOLS LEGEND ® NEW DOOR SYMBOL Q NEW WINDOW SYMBOL Pc ELEVATION MARK 1 4 Pc.t 2 INTERIOR ELEVATION MARK 3 - ELEVATION TARGET X SECTION MARK KEYNOTES O36" HT, 24" DEEP BASE CABINETS WIDTHS VARY. SEE PLANS BO 36" HT KITCHEN ISLAND/ BAR ©24"x48" ATTIC ACCESS W/PULLDOWN LADDER, PROVIDE 100 S.F. AREA OF 5/8" PLYWOOD AROUND ATTIC ACCESS FOR STORAGE SUPPORT DO SINK WITH DISPOSAL O FULL HT TILE BACKSPLASH, TYPICAL FO TRIMMED OPENING OG 12" DEEP UPPER CABINETS O PRE-FAB WATERPROOFED SHAMPOO CUBBY O 30" H 24" DEEP BASE CABINET - MAKE UP CPUNTER O PROVIDE BLOCKING AS REQUIRED FOR ART WORK OK SHOWER AND TUB AREA TO HAVE FULL HEIGHT TILE SURROUNDS TO CEILING, PROVIDE GREEN BOARD AND RED PAINT WATERPROOF AS REQ'D. r LO SHOWER BENCH. SIZE VARIES. REFER TO FLOOR PLAN. WATER PROOF AND Il SLOPE AS REQUIRED. O RECESSED MEDICINE CABINET O TEMPERED GLASS FRAME -LESS SHOWER ENCLOSURE FIRE PLACE W TV ABOVE. STONE VENEER AND CUSTOM MANTLE. REFER O TO IE. COORDINATE FIREPLACE TYPE -GAS VENTLESS OR WOOD BURNING 8 24" HT WALL WITH TEMPERED GLASS SHOWER ENCLOSURE ABOVE Q PROVIDE BLOCKING FOR PLASMA SCREEN TV, & OUTLET & CABLE CONNECTION 05'-0" A.F.F. COORDINATE LOCATION IN FIELD WITH HOMEOWNER. O ALUMINUM DRYER VENT 50 SUMMER KITCHEN BUILT-IN. STL MT STUDS WITH DURAROCK AND STUCCO OINSTALL GAS TANKLESS WATER HEATER WITH THERMOSTATIC CONTROL VALVES FOR HOT WATER AS REQUIRED. O TOILET PAPER HOLDER V TOWEL BAR W BEVELED MIRROR X BUILT-IN WINDOW SEAT WITH STORAGE BELOW. REFER TO I.E. O CUSTOM BUILT -OUT CLOSET SYSTEM/SHELVES Z CUSTOM BUILT-IN. REFER TO INTERIOR ELEVATIONS AA PERMANENT SCREEN SLIDING DOORS AND PANELS AT PORCH BB TV IN MIRROR 0 BATHROOMS CC MISTING SYSTEM 0 SUMMER KITCHEN DO GAS APPLIANCES AND EQUIPMENT E INTERIOR STRUCT.STEEL COLUMN. REFER TO STRUCTURAL FOR DIMS AND DETAILS FLOOR PLAN NOTES 1. GLAZING WITHIN 36" HORIZONTALLY AND 60" VERTICALLY OF SHOWERS/TUBS SHALL BE CAT. II SAFETY GLASS PER 2405.2 FBC. 2. GLAZING ON EXT. DOORS AND SIDELIGHTS SHALL BE CAT. II SAFETY GLASS AS PER 2411.3.1.3. FBC. 3. SHOWERS/TUBS SHALL HAVE FLOORS AND WALLS TO 70" OF NON -ABSORBENT MATERIALS AS PER 1204.3 FBC. 4. WALL HUNG FIXTURES AND CABINETS SHALL BE SUPPORTED AS PER 2510.5 FBC. 20 GA MTL STUDS 0 16" O.C. W/ HORIZ. REINF. 5. BUILDING SHALL HAVE PRE -CONSTRUCTION TREATMENT PROTECTION AGAINST TERMITES AS PER 1816.1.7 FBC. 6. MIN. CEILING HEIGHT SHALL BE 7'-0" AS PER 1203.2.6 FBC. 7. PROVIDE GROUTED CELL OR COLUMN AT BEARING POINT OF EACH GIRDER TRUSS. 8. ALL EGRESS WINDOWS TO COMPLY WITH F.B.C. AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20" WIDE X 24" HIGH AND 5.7 SQ. FT. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABV. THE FLOOR. 9. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM THE INSIDE OF THE CLOSET. 10. EVERY BATHROOM DOOR LATCH SHALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY. 11. EVERY SLEEPING ROOM SHALL HAVE AN EMERGENCY ESCAPE AND RESCUE OPENING AT A MAXIMUM HEIGHT OF 44" TO SILL FBC R310.1 ALSO READ NOTE #8 THIS SHEET. 12. OPERABLE WINDOWS WITH A SILL LESS THAN 36" A.F.F.,WHERE THE FLOOR HAS A DROP OFF MORE THAN 4'-0", REQUIRE SAFEGUARDS AT NOT LESS THAN 42" IN HEIGHT (CHECK FOR REQUIRED ESCAPE OPENING DIMENSIONS WHEN THIS CONDITION) FBC 2411.4.1 13. ALL PRE -FABRICATED BUILDING ELEMENTS TO HAVE ENGINEERED SHOP DWGS. SUBMITTED TO THE VILLAGE OF PINECREST BLDG. DEPT. FOR REVIEW AND APPROVAL PRIOR TO I FABRICATION & INSTALLATION. I NOTES TO CONTRACTOR 1. GLAZING IN WINDOWS AND DOORS, FIXED GLASS, ETC. SHALL BE IMPACT RESISTANT OR COMPLY SFBCR SECTION 4410.4 2. IF STORM SHUTTERS ARE USED, THEY SHALL BE APPROVED BY PRODUCT CONTROL SECTION AND SHALL BEAR THE NAME OF THE COMPANY GRAVED IN EVERY SECTION OF THE SYSTEM. (COMPLY WITH SECTION 4410.4 SFBCR 3. WHEN OUTLETS ARE IN BACK -SPLASH, COORDINATE COLOR TO MATCH, TYP. N 4. ALL CABINET BOXES TO BE CONSTRUCTED OF PLYWOOD. NO PARTICLE N BOARD CABINET BOXES. v v c U C A3.10 130'-0" A A6.00 A6.00 88'-2 41'-10" 29'-10" W-D" '-D" 4'-9" 9_4, ;,_ ,D._6" 9._,.. 6'_„^ FINNVOL ARCHITECTURE, INC. 8'_4 ,'_7 , `o oo�� 1 10'_9" H.B. r���� H.B. ,I i W.I.0 ------------------------------------------- m _I; _________________________________ -131 Iq 1I MASTE8 R-0"BA _____---- �m I MASTER SUITE ______o ___________________ 'I I _4, 17 I W.I.C. I � N 15-1" iD'-9" I 16'-7" I � 25'-10" I ----- I W.LC. COV. E m STAIRS 4'-D" 14'-10" VIP GUEST BATH #2 M WIC I 7'-4" EST of ' �F-1" 5'-0" FIRE {� o PLAC�E/TV 4'-1" a m m I N e i 4'-1" I m 5-0" m 'a I m m a ' a--- ----- _7" N 3 _0" i /R[ TTT1 0 17'- m a A iv AHU#1 NI e m 0 1s'-11^ DINING ROOM m m I N m I 6'-2" PANTRY 30' A 6'-4" u KITCHEN II 90'-8 an FAMILY 27'-4 INSULATION VALUES CONC. BLOCK WALLS EXTERIOR R-4.1 CONC. BLOCK WALLS ADJACENT R-4.1 FL TRUSSES- CEILING R-19 ROOF - CLG. UNDER ATTIC ICYNENE R-20 (MIN. INSULATION AS PER ENERGY CALCS.) POOL DECK 1 V-8" 8000 N. FEDERAL HWY. SUITE 118 BOCA RATON, FL 3 3 4 8 7 P. 561 306 4286 F. 561 953 5210 LICENSE # A A 26002586 ALL DESIGNS AND DETAILS INDICATED OR REPRESENTED BY THIS DRAWING ARE FOR THE USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS IS THE PROPERTY OF FINNVOLD ARCHITECTURE, INC. AND SHALL NOT BE USED OR REPRODUCED WHOLE OR IN PART WITH -OUT WRITTEN PERMISSION OR BE LIABLE FOR THE FULLEST LEGAL RECOURSE, THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO THE EXECUTION OF THE WORK. ORAoA084f, S A44 (/ pq FACTU� mil/ ^1N0 S s;0 REMAINON EIYodtEpG COM Wl �NTi( iNCqoM�f 710NSq F � NpOK,3 Apesu"ANBgd Mq8lF T Oum ftt �p�TO �"oMP1,yWIfH��R�i TERMITE il TREArME ST LT, REVIEIu CO PORCH E ti�D FO A E PLAINS pv pR N0 (1VSPECTIp MT1S BE JS �nI,L aE ►►. 21'-11" SUMMER 4 -- o� KITCHEN/ AREA 34'-5 1/2' FE WORk NEW RESIDENCE FOR MR. CESPEDES PARCEL ID 3224-111-0002-000 2 C-24 CANAL RD SAINT LUCIE COUNTY 2.27.17 1701 REVISIONS PERMIT SET Q REVISION 6.6.17 PER BLDG DEPT.COMMENTS 0 REVISION 10.16.17 OWNER REQUESTED REVISION AND CLARIFICATION RECE E NOV 0 6 2017 PERMITTING St. Lucie County, FL CONSULTANTS 10 II 1 RENTS v PARTITION LEGEND TYP, EXTERIOR WALL - 5/8" STUCCO ON 8" CONC. BLOCK EXTERIOR SIDE. 5/8" GYP. BD. SMOOTH FINISH ON R-4.1 FOIL BACK RIGID INSULATION ON 1" PT WD. FURRING 0 24" O.C. INTERIOR SIDE, PAINT BOTH SIDES TYPICAL INTERIOR PARTITION WALL - 5/8" GYP. BD. SMOOTH FINISH EACH SIDE ON 3 5/8" METAL STUDS (25 GA. MIN) 0 24" O.C. W/P.T. BOT. PLATE, PAINTED. TYPICAL SOUND PARTITION - 5/8" GYP. BD. SMOOTH FINISH EACH SIDE ON 3 5/8" METAL STUDS (25 GA. MIN) ® 24" O.C. WITH 3-1/2" BATT INSULATION, W/P.T. BOT. PLATE, PAINTED. TYP. 42" HI. EXTERIOR GUARD WALL - 5/8" STUCCO ON 8" CONC. BLOCK, SMOOTH FINISH, PAINT BOTH SIDES. ❑ SLOPE CAP TO EXTERIOR Y4", DENOTES COLUMN WITH CONCRETE BLOCK BASE AND STEEL COLUMN WITH DECORATIVE WRAP (TYP). SYMBOLS LEGEND olo NEW DOOR SYMBOL ® NEW WINDOW SYMBOL ELEVATION MARK 1 4 Poa 2 INTERIOR ELEVATION MARK 3 x x ELEVATION TARGET SECTION MARK KEYNOTES 36" HT, 24" DEEP BASE CABINETS WIDTHS VARY. SEE PLANS BO 36" HT KITCHEN ISLAND/ BAR O24"x48" ATTIC ACCESS W/PULLDOWN LADDER, PROVIDE 100 S.F. AREA OF 5/8" PLYWOOD AROUND ATTIC ACCESS FOR STORAGE SUPPORT DO SINK WITH DISPOSAL EO FULL HT TILE BACKSPLASH, TYPICAL FO TRIMMED OPENING GO 12" DEEP UPPER CABINETS O PRE-FAB WATERPROOFED SHAMPOO CUBBY 0 30" H 24" DEEP BASE CABINET - MAKE UP CPUNTER JO PROVIDE BLOCKING AS REQUIRED FOR ART WORK /� SHOWER AND TUB AREA TO HAVE FULL HEIGHT TILE SURROUNDS TO �/ CEILING, PROVIDE GREEN BOARD AND RED PAINT WATERPROOF AS REQ'D. LO SHOWER BENCH, SIZE VARIES. REFER TO FLOOR PLAN. WATER PROOF AND SLOPE AS REQUIRED. O RECESSED MEDICINE CABINET IN TEMPERED GLASS FRAME -LESS SHOWER ENCLOSURE O FIRE PLACE W TV ABOVE. STONE VENEER AND CUSTOM MANTLE. REFER TO IE. COORDINATE FIREPLACE TYPE -GAS VENTLESS OR WOOD BURNING P 24" HT WALL WITH TEMPERED GLASS SHOWER ENCLOSURE ABOVE Q PROVIDE BLOCKING FOR PLASMA SCREEN TV, & OUTLET & CABLE CONNECTION 05'-0" A.F.F. COORDINATE LOCATION IN FIELD WITH HOMEOWNER. O ALUMINUM DRYER VENT O SUMMER KITCHEN BUILT-IN. STL MT STUDS WITH DURAROCK AND STUCCO OINSTALL GAS TANKLESS WATER HEATER WITH THERMOSTATIC CONTROL VALVES FOR HOT WATER AS REQUIRED. O TOILET PAPER HOLDER y TOWEL BAR W BEVELED MIRROR X BUILT-IN WINDOW SEAT WITH STORAGE BELOW. REFER TO I.E. O CUSTOM BUILT -OUT CLOSET SYSTEM/SHELVES ID CUSTOM BUILT-IN. REFER TO INTERIOR ELEVATIONS PERMANENT SCREEN SLIDING DOORS AND PANELS AT PORCH TV IN MIRROR ® BATHROOMS MISTING SYSTEM 0 SUMMER KITCHEN GAS APPLIANCES AND EQUIPMENT INTERIOR STRUCT.STEEL COLUMN. REFER TO STRUCTURAL FOR DIMS AND DETAILS FLOOR PLAN NOTES 1. GLAZING WITHIN 36" HORIZONTALLY AND 60" VERTICALLY OF SHOWERS/TUBS SHALL BE CAT. II SAFETY GLASS PER 2405.2 FBC. 2. GLAZING ON EXT. DOORS AND SIDELIGHTS SHALL BE CAT. II SAFETY GLASS AS PER 2411.3.1.3. FBC, 3. SHOWERS/TUBS SHALL HAVE FLOORS AND WALLS TO 70" OF NON -ABSORBENT MATERIALS AS PER 1204.3 FBC. 4. WALL HUNG FIXTURES AND CABINETS SHALL BE SUPPORTED AS PER 2510.5 FBC. 20 GA MTL STUDS 0 16" D.C. W/ HORIZ, REINF. 5. BUILDING SHALL HAVE PRE -CONSTRUCTION TREATMENT PROTECTION AGAINST TERMITES AS PER 1816.1.7 FBC. 6. MIN. CEILING HEIGHT SHALL BE 7'-0" AS PER 1203.2.6 FBC. 7. PROVIDE GROUTED CELL OR COLUMN AT BEARING POINT OF EACH GIRDER TRUSS. B. ALL EGRESS WINDOWS TO COMPLY WITH F.B.C. AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20" WIDE X 24" HIGH AND 5.7 SQ. FT. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABV. THE FLOOR. 9. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM THE INSIDE OF THE CLOSET. 10. EVERY BATHROOM DOOR LATCH SHALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY. 11. EVERY SLEEPING ROOM SHALL HAVE AN EMERGENCY ESCAPE AND RESCUE OPENING AT A MAXIMUM HEIGHT OF 44" TO SILL. FBC R310.1 ALSO READ NOTE #8 THIS SHEET. 12. OPERABLE WINDOWS WITH A SILL LESS THAN 36" A.F.F.,WHERE THE FLOOR HAS A DROP OFF MORE THAN 4'-0", REQUIRE SAFEGUARDS AT NOT LESS THAN 42" IN HEIGHT (CHECK FOR REQUIRED ESCAPE OPENING DIMENSIONS WHEN THIS CONDITION) FBC 2411.4.1 13. ALL PRE -FABRICATED BUILDING ELEMENTS TO HAVE ENGINEERED SHOP DWGS, SUBMITTED TO THE VILLAGE OF PINECREST BLDG. DEPT. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION & INSTALLATION. NOTES TO CONTRACTOR 1. GLAZING IN WINDOWS AND DOORS, FIXED GLASS, ETC. SHALL BE IMPACT RESISTANT OR COMPLY SFBCR SECTION 4410.4 2. IF STORM SHUTTERS ARE USED, THEY SHALL BE APPROVED BY PRODUCT CONTROL SECTION AND SHALL BEAR THE NAME OF THE COMPANY GRAVED IN EVERY SECTION OF THE SYSTEM. (COMPLY WITH SECTION 4410.4 SFBCR 3. WHEN OUTLETS ARE IN BACK -SPLASH, COORDINATE COLOR TO MATCH, TYP. 4. ALL CABINET BOXES TO BE CONSTRUCTED OF PLYWOOD. NO PARTICLE BOARD CABINET BOXES. 2ND FLOOR PLAN SCALE: 3/16" = 1'-0" B DENOTES TRELLIS BELOW ALUMINUM n NORTH a 0 OSLOPE: O 1/4" MIN/Fr Y Y i © T VLU/ ) WIC 3 II M !WIC 4 4" BEDROOM 3 BEDROOM 4 rr WOOD WOOD a 6 O ATTIC ADER. V RI D20I FOLD DOWN LADDER. VERIFY Z LOCATION W/ TRUSS PLAN \36" HEIGHT MTL.I LING TO AEHERE REJECT A 4* 1 DENOTES DORMER ABOVE. REFER TO STRUCTURAL i BEDROOM 5 WOOD TILE FO u WE 3 A_TF �#3 AHU#5 WIC5O w-2M TILE WOOD F.F.E. ozTe Y WIC 2 C� OPEN TO !BE 42" HEIGHT MYL. GUARD RAILING TO REJECT A 4"01 SPHERE. 2ND FL LIVING ROOM WOOD r_n DROYWELL 4 o IU w :3 N 42" HEIGHT M1L GUARD RAIU qG TO REJECT A I!"O SPHERE- i I a GUTTER AREA CALCULATION LOT AREA = 823,802 S.F. ( 18.91 Acres) 100% MAIN HOUSE AC AREA 1ST FL. = 5,507 S.F. AC AREA 2ND FL. = 2,270 S.F. CONDITIONED TOTAL AREA = 7,777 S.F. PORTE COCHERE = 371 S.F. FRONT PORCH = 493 S.F. REAR PORCH = 319 S.F. SUMMER KITCHEN = 1,139 S.F. 0. 5% NON -CONDITIONED AREA 1ST. FL. = 2,322 S.F. COVERED BALCONY = 415 S.F. NON -CONDITIONED AREA 2ND. FL. = 415 S.F. COVERED AREA 1 ST. FL. = 7,864 S.F. COVERED AREA 2ND FL. = 3,325 S.F. MAIN HOUSE TOTAL COVERED AREA = 11,189 S.F. CUBIC VOLUME CALCULATION -TOTAL 85129.48 CUBICFT FIRST FLOOR FOYER 8806.5 LIVING ROOM 8318 DINING ROOM 7216 KITCHEN 9014.68 AMILY ROOM 7671.8 PANTRY 1010 VESTIBULE 360 LAUNDRY 1859 VIP GUEST 0 6286 VIP GUEST BATH 1727 BATH #6 520 MASTER BEDROOM 5060 MASTER WIC 1 3399 MASTER WIC 2 1023 2596 POWDER 450 SECOND FLOOR BEDROOM #2 2089 BATH 2 550 WIC 2 250 BEDROOM #3 2217.6 BATH 3 574.2 WIC 3 287 BATH 4 574.2 WIG 4 287 2150 BATH 5 550 LAUNDRY 290 PQVVDFR 340 2ND FL LIVING ROOM 1.3800 ALUMINUM GUTTER ■ IVOLD ARCHITECTURE, INC. 8000 N. FEDERAL HWY. SUITE 118 BOCA RATON, FL 3 3 4 8 7 P. 561 306 4286 F. 561 953 5210 LICENSE # A A 26002586 ALL DESIGNS AND DETAILS INDICATED OR REPRESEN-ED B° THIS DRAWING ARE FOR THE USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS IS THE PROPERTY OF FIN NVOLD ARCHITECTURE INC. AND SHALL NOT BE USED OR REPRODUCED WHOLE OR IN PART W TH- OUT WRITTEN PERMISSION OR BE LIABLE FOR THE FULLEST LEGAL RECOURSE. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO THE EXECUTION OF THE WORK. NEW RESIDENCE FOR MR. CESPEDES PARCEL ID 3224-111-0002-000-2 C-24 CANAL RD SAINT LUCIE COUNTY 2.27.17 1701 REVISIONS PERMIT SET Q REVISION 6.6.17 PER BLDG DEPT.COMMENTS Q REVISION 10.16.17 OWNER REQUESTED REVISION AND CLARIFICATION CONSULTANTS , AIDE FL(DOR PLAN W NOTES Fide Cody ✓1ENTS N (V CEILING NOTES S 1. ALL CEILINGS SHALL BE MIN. 5/8" TYPE—X DRYWALL 2. ALL LIGHTS SHOULD BE ON DIMMERS, EXCEPT, CLOSET, LAUNDRY AND EXTERIOR LIGHTS. SEE ELEC. DWGS FOR EXACT PLACEMENT OF DIMMERS. 3. ALL SWITCHES TO BE "DECORA" WHITE PUSH PLATE, SLIDE, OR APPROVED EQUAL. 4. EXISTING CEILINGS TO REMAIN. REMOVE POPCORN CEILING OR REPLACE AS REQUIRED. COORDINATE WITH OWNER. 5. REFER TO ELECTRICAL PLAN FOR NEW LIGHTING. COORDINATE FINAL LOCATION WITH OWNER. 6. CONTRACTOR SHALL PROVIDE DURABLE PLACARD STATING: GENERATOR SEQUENCE OF OPERATION 1. DISCONNECT ALL PANEL BREAKERS EXCEPT: — KITCHEN OUTLETS — KITCHEN LIGHTS — MASTER BEDROOM — REFRIGERATOR 2. AUTOMATICALLY CHANGE TRANSFER SWITCH FROM NORMAL POWER TO GENERATOR UNLESS OTHERWISE NOTED. THIS PLACARD SHALL BE INSTALLED ON GENERATOR AND APPROVED BY BUILDING OFFICIAL. 7.EXHAUST FAN SHOULD BE SILENT TYPE W/TIMER OPERABLE ON MAIN LIGHT SWITCH. FAN TO CONTINUE TO RUN FOR TWO MINUTES AFTER LIGHT IS TURNED OFF. LIGHTING SYMBOL LEGEND FLUORESCENT FIXTURE RECESSED 4" LED HI -HAT OEB EYEBALL FIXTURE/ART LIGHT M MINI HI HAT W/ LED LAMP YP VAPOR PROOF HI HAT K> WALL MOUNTED FIXTURE uSM SURFACE MOUNTED FIXTURE -(>P PENDANT MOUNTED FIXTURE CHANDELIER _-BOX FOR FAN/ PENDANT/CHANDELIER CABINET LIGHTING u/cUNDER COVE/ROPE LIGHTING -( EXHAUST FAN/ LIGHT COMBO FLOOD/SECURITY LIGHTS PADDLE FAN J E " GARAGE DOOR OPENER S/C COMBINATION SMOKE DETECTOR CARBON MONOXIDE DETECTOR ALL FIXTURES MUST BE UL LISTED ELECTRICAL SYMBOL LEGEND 8L 110V RECEPTACLE EXHAUST FAN WC 110V SWITCHED RECEPTACLE TELEPHONE BOARD 4 QUAD-PLEX RECEPTACLE (D THERMOSTAT 8 WP WATER PROOF RECEPTACLE Ell THERMOSTAT W/ REMOTE 86FI GROUND FAULT CIRCUIT 7 # O ALARM TEST STATION INTERRUPTER $ SWITCH ® 220V RECEPTACLE $B 3-WAY SWITCH ® FLOOR RECEPTACLE $ 4 4-WAY SWITCH 0) JUNCTION BOX $d DIMMER SWITCH COLLECTION BOX FOR CONDUCTORS TIME CLOCK ABOVE CEILING - NO ACCESS IS REQUIRED TV CABLE COAX TV OUTLET TELEPHONE/DATA PORT * TELEPHONE JACK dIEdIE U.C. UNDER COUNTER -- 0 DATA PORT** C.M. CEILING MOUNTED \\`` A.F.F. ABOVE FINISHED F)ORI CE FUSE DISCONNECT // FRAME SIZE # POLES (NEMA ENCLOSUREI 30 KVA TRANSFORMERI FUSE SIZE 17 CEILING MOUNTED --, 0 ELECTRICAL CIRCUIT BREAKER # POLES - BREAKER SIZE (NEMA ENO ELECTRICAL METER 0 ELECTRICAL PANEL ''^T a CAT 5 COMPUTER CABLE 0 MAIN DISTRIBUTION PANEL NOTE: ALL SYMBOLS MAY NOT BE USED FOR THIS PROJECT PROVIDE 3/4" C WITH PULL WIRE. STUB ABOVE CEILING. NOTE: RECEPTACLES ARE TO BE MOUNTED AT 15" ABOVE FINISHED FLOOR, UNLESS OTHERWISE NOTED. SWITCHES ARE TO BE MOUNTED AT 48" ABOVE FINISHED FLOOR, UNLESS OTHERWISE NOTED. NOTE: ALL HI -HATS LIGHTS PLACED MORE THAN 12'-0" ABOVE FIN. FLOOR SHALL HAVE LED TYPE LIGHTING, 0 N J BEDROOM 3 10 BEDROOM #5 10'0 CLG. BA 10'0 C PRE—FAB TRUSSES ..LED ROPE/TAPE LIGHTING INVERTED DROPPED CEILING �j > O MASTER BATH AND VAC > METAL FRAIMING n CEILING DETAIL "All SCALE: 1-1/2" = 1'-0" 10 0 BA 10'0 1�sN WIC 3 0 AHUa4 BATH 4 --l10b CLG. IA1�sN I WIC 4 J 1�©G` w 10.._ BEDROOM 2 CLGw` J BEDROOM 4 10'0 CMG. &COND FLOOR LIVING ROOM 110 CLG* Y Y Y PRE-FAB TRUSSES LED ROPE/TAPE LIGHTING INVERTED DROPPED CEILING O MASTER BATH AND WIC METAL FRAMING BAR am e® CL¢ WIC 2 Ow ° BATH 100 OLG. U CEILING DETAIL "B" SCALE: 1-1/2" = 1'-0" DROYWELL METAL FRAIMING METAL FRAMING CEILING DETAIL1IC" SCALE: 1-1/2" = 1'-0" FINNVOLD ARCHITECTURE, INC. 8000 N. FEDERAL HWY. SUITE 118 BOCA RATON, FL 3 3 4 8 7 NORTH P. 561 306 4286 F. 561 953 5210 SECOND REFLECTED CEILING PLAN(]['� LICENSE # A A 26002586 SCALE: 3/16" = 1'-0" DENOTES WOOD CROWN MOLDING. COORDINATE PROFILE WITH OWNER BOARDOVER 1/2- Hunt 1/L GTY. a• ( BOARD OVER 1,:/2' }--=—� STUDS. (8" MA,() ORR BOXED OUT BEAM PAINT UNDERSIDE EXPOSED CEILING. COORDINATE COLOR WITH OWNER. CEILING DETAIL I'D" SCALE: 1-1/2" = 1'-0" ALL DESIGNS AND DETAILS INDICATED OR REPRESENTED BY THIS DRAWING ARE FOR THE USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS IS THE PROPERTY OF FINNVOLD ARCHITECTURE, INC. AND SHALL NOT BE USED OR REPRODUCED WHOLE OR IN PART WITH -OUT WRITTEN PERMISSION OR BE LIABLE FOR THE FULLEST LEGAL RECOURSE. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO THE EXECUTION OF THE WORK. NEW RESIDENCE FOR MR. CESPEDES PARCEL ID 3224-111-0002-000-2 C-24 CANAL RD SAINT LUCIE COUNTY 2.27.17 1701 REVISIONS PERMIT SET 0 REVISION 6.6.17 PER BLDG DEPT.COMMENTS 0 REVISION 10.16.17 OWNER REQUESTED REVISION AND CLARIFICATION wile Co CONSULTANTS 217 1 U ED n O_ O 3 0 N N 0 N +3 'QP------_ EXTERIOR ELEVATIONS SCALE: 3/16" = 1'-0" ` 2ND FL TOP FTB 1 ® III _ M4 iE3 I� F N ROUGH T.O. HEADER -- ---------------------- +7-0--0- (+25.5'NAVD) T-120 T-121 T-122 W-120 W-121 W-122 WEST ELEVATION SCALE: 3/16" = 1'-0" DENOTES STANDING SEAM METAL ROOF IONZE FINISH (TYP) LosV w son 16L57 FINNVOLD ARCHITECTURE, INC. 8000 N. FEDERAL HWY. SUITE 118 BOCA RATON, FL 3 3 4 8 7 P. 561 306 4286 F. 561 953 5210 _-----__--- ------------------ LICENSE # A A 26002586 DENOTES STANDING SEAM METAL ROOF DENOTES STONE VENEER BRONZE FINISH (TYP) (TYPICAL) ! III DENOTES SMOOTH STUCCO AND (CAST) I! I STONE LEDGE HEADE W-202 DERO?ES-SMD6Ttf----- - - - - - - - - - - - - - - - -------- -- i 1 ----------- - - - - - - - STUCCO -ANa(CAST)---------------------------- crnur 1rncr uVAncw -102 Ell] i T04 W-104 DENOTES STANDING SEAM METAL ROOF ONZE FINISH (TYP) _DOOR NOTE: ** IT IS THE RESPONSIBILITY OF THE DOOR SUPPLIER TO COORDINATE ALL REQUIRED OPENINGS WITH THE CONTRACTOR PRIOR TO ANY WORK. THE DOOR SUPPLIER IS RESPONSIBLE FOR CODE COMPLIANCE OF HIS PRODUCTS. ALL SLIDING GLASS DOORS SHALL HAVE BRONZE ESP FINISH. 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THE CONTRACTOR SHALL VERIFv ALL EXISTING CONDITIONS AND DIMENSIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO THE EXECUTION OFTHEWORK. NEW RESIDENCE FOR MR. CESPEDES PARCEL ID 3224-111-0002-000-2 C-24 CANAL RD SAINT LUCIE COUNTY 2.27.17 1701 REVISIONS PERMIT SET 0 REVISION 6.6.17 PER BLDG DEPT.COMMENTS Q REVISION 10.16.17 OWNER REQUESTED REVISION AND CLARIFICATION CONSULTANTS p.Y N 32'-5' - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — EXTERIOR ELEVATIONS ' 2 I I DENOTES SMOOTH a � DOOR NOTE: STONE LEDGE HEADER ** IT IS THE RESPONSIBILITY OF THE DOOR SUPPLIER TO COORDINATE ALL REQUIRED OPENINGS WITH THE SCALE: 3/16" = 1'-0" CONTRACTOR PRIOR TO ANY WORK. THE DOOR SUPPLIER IS II RESPONSIBLE FOR CODE COMPLIANCE OF HIS PRODUCTS. 1 I gg tI ALL SLIDING GLASS DOORS SHALL HAVE BRONZE ESP 0 FINISH. S ( I S DENOTES STONE VENEER (TYPICAL) DENOTES CAST DSTONE - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — - i`_ L — — — — — — — — — — — — — — — — — — — — 42' HIGH RAILING TO - -. 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BRONZE FINISH ry d I I 4 PS! 1 1 ij d �I — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — _ _ — — NEW SGNDING SEW METAL RODF. BRONZE FINISH DENOTES STONE w`t` ors•'.l R a{ yf 6 t p VENEER (TYPICAL)—> 1 Fgp q S k I rye, G tl DENOTES STONE VENEER FINNVOLD ARCHITECTURE, INC. 8000 N. FEDERAL HWY. SUITE 118 BOCA RATON, FL 3 3 4 8 7 P. 561 306 4286 F. 561 953 5210 LICENSE # A A 26002586 ALL DESIGNS AND DETAILS INDICATED OR REPRESENTED BY THIS DRAWING ARE FOR THE USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT, THIS IS THE PROPERTY OF FINNVOLD ARCHITECTURE, INC. AND SHALL NOT BE USED OR REPRODUCED WHOLE OR IN PART WITH- OUT WRITTEN PERMISSION OR BE LIABLE FOR THE FULLEST LEGAL RECOURSE. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO THE EXECUTION OF THE WORK. NEW RESIDENCE FOR MR. CESPEDES PARCEL ID 3224-111-0002-000-2 C-24 CANAL RD SAINT LUCIE COUNTY 2.27.17 1701 REVISIONS SOUTH ELEVATION 12 PERMIT SET D I REVISION 6.6.17 SCALE: 3/16" = 1'-0" 412 I I PER BLDG DEPT.COMMENTS 23'-0" T.O.B ------------------------------- -- -- — — — — — — — — — — — — — — — — — — — — — — — — _ — ---- -- — — — — — — — — — — — — — — — — — — _ — — — — — — — — — — — — — — — — — — — — — — — — —.— — — — 2ND fL --- — — ------------ ---- —— — 0 REVISION 10.16.17 OWNER REQUESTED REVISION AND CLARIFICATION ' I 12 F 12 $1 1 e O.TIE BM T BATTING CAGE - 1'- ' T.O. ---------------- ------------------ ,,q' i ab, _ _ _ _ ----------- _ _ _ _ _ ".w ,w..r;, a' ;r '�'i-, '+w,, _ _ _ _ _ _ -- -- -- _ _ _ —------ 3 i' `, _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ---------- _ _ _ _ _ _ _ _ _ _ _ _ — --- --- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ------- -------��1ffi�'BUC7US --- _ _ _ _ ----- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -------------------- _ _ _ _ _ _ _ _-_,_ -- -- --------_— bpd x:._., ----_—_—_--ut :.;, nru.' --_---- ,HMp, — — — — — — — — — — — — — — — — — _... — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — —.— V — — — —.—.— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —. .,. e, - — — — B EAST ELEVATION OSCALE: 3/16" = 1'-0" CONSULTANTS I 4 NS .File Copy ■ F DOOR SCHEDULE HOUSE N0. LOCATION TYPE DESCRIPTION SIZE MATERIALS HARDWARE RE UIRED D PRESSURE NOA RATED PRESSURE N0. WIDTH IHEIGHTI THICK FRAME FACE CORE LOCKSET FIRST FLOOR D100 FOYER A D.D.S.S. FIDSI TENER SERIES IMPACT (2)3'-0" 10'-0" -- WOOD WOOD -- MORTISE LOCK +41.77/-44.73 PSF FL15916R1 +50.0/-50.0 PSF D100 D101 LAUNDRY E L.H.S.S. PGT FD 750 WINGUARD FRENCH DOOR IMPACT 3'-0" 8'-0" -- ALUM AL/GL -- DEADBOLT/LOCKSET +43.85/-46.81 PSF 16-0629.16 +70.0/-80.0 PSF D101 D102 KITCHEN E L.H.S.S. PGT FD 750 WINGUARD FRENCH DOOR IMPACT 3'-0" 8'-0" -- ALUM AL/GL -- DEADBOLT/LOCKSET +43.85/-46.81 PSF 16-0629.16 +70.0/-80.0 PSF D102 D103 FAMILY ROOM H SLIDER PGT SGD 780 ALUM. SLIDING GLASS DOOR-4PNL IMPACT 20'-0" 10'-0" -- ALUM AL/GL -- DEADBOLT/LOCKSET +39.04/-44.07 PSF 16-0629.10 +50/-95 PSF D103 D104 DINING ROOM B SLIDER PGT SGD 780 ALUM. SLIDING GLASS DOOR-2PNL IMPACT 10'-0" 10'-0" -- ALUM AL/GL -- DEADBOLT/LOCKSET +40.20/-46.39 PSF 16-0629.10 +50/-115 PSF D104 D105 DINING ROOM B SLIDER PGT SGD 780 ALUM. SLIDING GLASS DOOR-2PNL IMPACT 10'-0" 10'-0" -- ALUM AL/GL -- DEADBOLT/LOCKSET +40.61/-47.22 PSF 16-0629.10 +50/-95 PSF D105 D106 LIVING ROOM H SLIDER PGT SGD 780 ALUM. SLIDING GLASS DOOR-4PNL IMPACT 16'-0" 10'-0" -- ALUM AL/GL -- DEADBOLT/LOCKSET +40.61/-47.22 PSF 16-0629.10 +50/-115 PSF D106 D107 MASTER SUITE E L.H,S.S. PGT FD 750 WINGUARD FRENCH DOOR IMPACT 2'-B" 8'-0' -- ALUM AL/GL - DEADBOLT/LOCKSE 43.10/-46.06 PSF 16-0629.16 +70/-80 PSF D107 D108 MASTER BATH E R.H.S.S. PGT FD 750 WINGUARD FRENCH DOOR IMPACT 3'-0" 10'-0 -- ALUM AL/GL - DEADBOLT/LOCKSE 43.10/-46.06 PSF 16-0629.16 +70/-80 PSF D108 D109 AHU #2 C L.H.S.S. PANELED DOOR 2'-8" 8'-0" 1-3/8" WOOD WOOD SC PASSAGE -- D110 STAIR STORAGE C L.H.S.S. PANELED DOOR - 1 HR FIRE RATED -OUT SWING 3'-0" 8'-0" 1-3/8" WOOD WOOD SC PASSAGE -- D711 POWDER ROOM C L.H.S.S. PANELED DOOR 2'-6" 8'-0" 1-3/8" WOOD WOOD SC PRIVACY -- D112 BATH #6 C L.H.S.S. PANELED DOOR 2'-6" 8'-0" 1-3/8" WOOD WOOD SC PRIVACY -- D113 LAUNDRY C R.H.S.S. PANELED DOOR 3'-0" 8'-0" 1-3/8" WOOD WOOD SC PASSAGE -- D114 VIP GUEST G D.D.S.S, PANELED DOOR (2)2'-0" 8'-0" 1-3/8" WOOD WOOD SC PRIVACY -- 0115 VIP GUEST BATH #2 C L.H.S.S. PANELED DOOR 2'-6" 8'-D" 1-3/8" WOOD WOOD SC PRIVACY -- D116 PANTRY D L.H.S.S. PANELED POCKET DOOR 2'-8" 8'-0" 1-3/8" WOOD WOOD SC PASSAGE -- D117 AHU #1 C L.H.S.S. PANELED DOOR 2'-8" 8'-0" 1-3/6" WOOD WOOD SC PASSAGE -- D118 LAUNDRY -DRIP DRY CL C L.H.S.S. PANELED DOOR 3'-0" 8'-0" 1-3/8" WOOD WOOD SC PASSAGE -- D119 MASTER SUITE C R.H.S.S. PANELED DOOR 2'-8" 8'-0" 1-3/8" WOOD WOOD SC PRIVACY -- 0120 W.I.C. D L.H.S.S. PANELED DOOR 2'-6" 8'-0" 1-3/8" WOOD WOOD SC PASSAGE -- D121 W.I.C. D R.H.S.S. PANELED DOOR 2'-6" 8'-0" 1 1-3/8" j WOOD WOOD SC PASSAGE -- D122 MASTER BATH C D.D.S.S. PANELED DOOR (2)2'-0" 8'-0" 1-3/8" WOOD WOOD SC PRIVACY -- D123 MASTER WIC (EAST) C R.H.S.S. PANELED DOOR 2'-8" 8'-0" 1-3/8" WOOD WOOD SC PASSAGE -- G PASSAGE 9124 ELIMINATE R.H.S.S. PANELED DOOR 2' 6" 8' 13" 1 3/8- WeBB WOCID se D125 TOILET ROOM C L.H.S.S. PANELED DOOR 2'-4" 8'-0" 1-3/8" WOOD WOOD SC PRIVACY -- D126 TOILET ROOM C R.H.S.S. PANELED DOOR 2'-4" 8'-0" 1-3/8" WOOD WOOD SC PRIVACY -- SECOND FLOOR D200 GAME ROOM F D.D.S.S. PANELED DOOR (2)3'-0" 8'-0" 1-3/8" WOOD WOOD SC PRIVACY D200 D201 BEDROOM #4 C R.H.S.S. PANELED DOOR 2'-8" 8'-0" 1-3/8" WOOD WOOD SC PRIVACY -- D201 D202 BATHROOM #4 C R.H.S.S. PANELED DOOR 2'-6" 8'-0" 1-3/8" WOOD WOOD SC PRIVACY -- D202 D203 W.I.C. #4 D POCKET PANELED POCKET DOOR 2'-4" 8'-D" 1-3/8" WOOD WOOD SC PASSAGE -- D203 D204 BATHROOM #3 C L.H.S.S. PANELED DOOR 2'-6" 8'-0" 1-3/8" WOOD WOOD SC PRIVACY -- D204 D205 W.I.C. #3 D POCKET PANELED POCKET DOOR 2'-4" 8'-0" 1-3/8" WOOD WOOD SC PASSAGE -- D205 D206 BEDROOM #3 C L.H.S.S. PANELED DOOR 2'-8" 8'-0" 1-3/8" WOOD WOOD SC PRIVACY -- D206 D207 BEDROOM #4 B SLIDER PGT SGD 780 ALUM. SLIDING GLASS DOOR IMPACT 10'-0" 8'-0" ALUM AL/GL -- DEADBOLTAOCKSET- 39,94/-42.81 PSF 16-0629.10 +50/-115 PSF D207 D208 BEDROOM #5 C R.H.S.S. PANELED DOOR 2'-8" 8'-0" 1-3/8" WOOD WOOD SC PRIVACY -- D208 D209 W.I.C. #5 D R.H.S.S. PANELED POCKET DOOR 2'-6" B'-0" 1-3/8" WOOD WOOD SC PASSAGE -- D209 D210 BATHROOM #5 C R.H.S.S. PANELED DOOR PANELED DOOR PANELED DOOR 2'-6" 8'-0" 1-3/8" WOOD WOOD SC PRIVACY -- D210 D211 LAUNDRY CLOSET C R.H.S.S. 3'-0" 8'-0" 1-3/8" WOOD WOOD SC PASSAGE D211 D212 POWDER C L.H.S.S. 2'-6" 8'-0" 1-3/8" WOOD WOOD SC PRIVACY -- 0212 D213 STORAGE C L.H.S.S. PANELED DOOR 3'-0" 8'-0" 1-3/8" WOOD WOOD SC PASSAGE D213 D214 GAME ROOM B SLIDER PGT SGD 780 ALUM. SLIDING GLASS DOOR IMPACT 10'-0" 8'-0" ALUM AL/GL -- DEADBOLT/LOCKSET 39.94/-46.84 PSF 16-0629.10 +50/-115 PSF D214 D215 AHU #3 - AHU #4 G D.D.S.S. PANELED DOOR (2)2'-0" 8'-O" 1-3/8" WOOD WOOD Sc PASSAGE D215 D216 BEDROOM #2 C L.H.S.S. PANELED DOOR 2'-8" 8'-0" 1-3/8" WOOD WOOD SC PRIVACY D216 D217 BATHROOM #2 C R.H.S.S. PANELED DOOR 2'-6" 8'-0" 1-3/8" WOOD WOOD SC PRIVACY -- D217 D218 W.I.C. #2 D POCKET PANELED POCKET DOOR 2'-6" 8'-0" 1-3/8" WOOD WOOD SC PASSAGE -- D218 NOTES 1. ALL ROUGH OPENINGS TO BE VERIFIED WITH WINDOW/DOOR SUPPLIER, PRIOR TO ROUGH -IN. CONTRACTOR TO VERIFY EXACT 1. FOR CMU OR CONCRETE OPENING: WOOD BUCKS SHALL BE MIN.1"x4" TYPICAL. INSTALL PRESSURE OPENINGS REQUIRED WITH SELECTED WINDOW MANUF. SPECIFICATION AND INSTALLATION REQUIREMENTS. CONTRACTOR TO PROVIDE (BORATE) TREATED WOOD BUCKS TO PERIMETER OF OPENING WITH COIL NAIL OR T-NAIL AT 16" O.C. COUNTY PRODUCT APPROVAL INFORMATION TO THE BUILDING DEPARTMENT FOR PERMIT APPROVAL. APPLY A FULL BED OF SEALANT TO WOOD BUCK TO SEAL TO CONCRETE. FASTEN WINDOW/DOORS 2. WEATHER-STRIP PERIMETER OF DOOR. WITH NEW TAPCONS PER APPROVED PRODUCT APPROVAL. 3. ALL OPERABLE WINDOWS AND SLIDING DOORS TO HAVE SCREENS. 2. REFER TO THE INSTALLATION INSTRUCTIONS FOR THE SPECIFIC PRODUCT BEING INSTALLED AND SHIM, 4• ALL HEADER HEIGHTS MEASURED FROM CLOSEST FINISHED INTERIOR FLOOR UNLESS OTHERWISE NOTED. LEVER, AND SQUARE TO ENSURE PROPER OPERATION. 5. HURRICANE SHUTTERS SHALL BE PROVIDED FOR ALL OPENINGS THAT DO NOT MEET IMPACT REQUIREMENTS. 3. INSTALL #8 1-1/4" PAN HEAD WOOD SCREWS THROUGH ALL PRE DRILLED HOLES IN THE INSTALLATION 6. ALL WINDOWS TO HAVE IMPACT GLASS UNLESS OTHERWISE STATED. FIN TO SECURE UNIT ® 8" O.C. AND CAULK. 7. ALL EGRESS WINDOWS SHALL HAVE A MIN. NET CLEAR OPENING OF 5.7 S.F., MIN. NET CLEAR OPENING HEIGHT OF 24% & MIN. NET 4. FILL VOID BETWEEN WINDOW AND WOOD BUCK WITH INSULATION, BEING CAREFUL NOT TO BOW WINDOW OPENING WIDTH OF 20". SILL HEIGHT SHALL NOT BE MORE THAN 44" ABOVE FIN. FLOOR. FRAME. 8. ALL GLASS ALONG A TUB OR SHOWER, WITH A SILL LESS THAN 60" SHALL BE TEMPERED. 5. APPLY A CONTINUOUS BEAD OF URETHANE SEALANT AROUND WINDOW. CHECK MANUFCVT 9. ENTRY DOORS W/SIDELIGHT GLASS REQUIRES STRUCTURAL MULLIONS TO ALLOW FOR INDEPENDENT SHUTTERING OF SIDELIGHT IF GLASS RECOMMENDATIONS FOR SURFACE PREP., APPLICATION, AND INSTALLATION. IS NOT IMPACT TESTED. 6. ENSURE THAT THE EXTERIOR SILL IS SLOPED AWAY FROM THE WINDOW. 10. ALL WINDOWS SPECIFIED TO BE "PGT" BRAND IMPACT, SINGLE HUNG OR HORIZONTAL SLIDING. 11. ALL INTERIOR HARDWARE TO BE KWIKSET OR EQUAL 12. CONTACT WINDOW MANUFACTURER ABOUT REQUIREMENTS TO MEET THE SHGC & U FACTOR THE SHGC AND U FACTOR TO BE COORDINATED WITH ENERGY CALCULATIONS PR VIDED T MEET ENERGY CODES REQUIRED. 1, I CUSTOM WOOD DOOR IMPACT 0 0 0 PGT SLIDING GLASS TRUDTE TRULITE DOORS IMPACT FLUSH DOOR POCKET DOOR DOOR ELEV. SCALE: N.T.S. 0 PGT FRENCH DOORS IMPACT 0 INTERIOR FRENCH DOORS [0] TRUDTE DOUBLE DOOR 0❑ SIW OR PGT 20' SLIDING GLASS DOORS IMPACT ALUM. PGT ALUM. PGT ALUM. PGT SINGLE HUNG FIXED GL. CASEMENT 2PGT WINDOW ELEV. SCALE: N.T.S. ALUM. PGT SINGLE HUNG W TRANSOM FINNVOLD ARCHITECTURE, INC. 8000 N. FEDERAL HWY. SUITE 118 BOCA RATON, FL 3 3 4 8 7 P. 561 306 4286 F. 561 953 5210 LICENSE # A A 26002586 ALLDESIGNSAND DETAILS INDICATED OR REPRESENTED BY THIS DRAWING ARE FOR THE USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS IS THE PROPERTY OF FINNVOLD ARCHITECTURE, INC. AND SHALL NOT BE USED OR REPRODUCEDWHOLE ORIN PARTWITH-OUT WRITTEN PERMISSION OR BE LIABLE FOR THE FULLEST LEGAL RECOURSE. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO THE EXECUTION OF THE WORK, NEW RESIDENCE FOR MR. CESPEDES PARCEL ID 3224-111-0002-000-2 C-24 CANAL RD SAINT LUCIE COUNTY 2.27.17 1701 REVISIONS PERMIT SET Q REVISION 6.6.17 PER BLDG DEPT.COMMENTS © REVISION 10.16.17 OWNER REQUESTED REVISION AND CLARIFICATION CONSULTANTS COPY ■ a FAI PERMIT No. ST LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT 1704-0599 BUILDING ADDRESS: PARCEL ID 3224-111-0002-000-2 C-24 CANAL RD PORT ST LUCIE, FL CONTRACTOR:PROTECH PROFESSIONAL SER% NO. LOCATION PRODUCT DOORS QTY. UNIT SIZE IN. WIDTH HEIGHT OPENING DESIGN PRESSURES PRODUCT RATED DESIGN PRESSURE MANF. MODEL NUMBER PRODUCT APPROVAL No. DOOR TYPE METHOI ATTACH D100 FOYER FIDSI TENER SERIES IMPACT 2 36" 120" +50/-50 PSF 36.61 -44.7 PSF FIDSI TENER SERIES FL15916 R1 A 1/4" DI D101 LAUNDRY PGT FD 750 WINGUARD FRENCH DOOR IMPACT 1 36" 96" 70 -80 PSF +49.16 -52.48 PSF PGT FD 750 16-0629,16 E 1/4" EL D102 KITCHEN PGT FD 750 WINGUARD FRENCH DOOR IMPACT 1 36" 96" 70 -80 PSF +49.16/-52.48 PSF PGT FD 750 16-0629.16 E 1 4" EL D103 FAMILY ROOM PGT SGD 780 WG ALUM. S.G.D. 4PNL IMPACT 1 240" 120" 50 -95 PSF 39.04 -44.07 PSF PGT SGD 780 16-0629.10 H 1/4" EL D104 DINING ROOM PGT SGD 780 WG ALUM. S.G.D. 2PNL IMPACT 1 120" 120" 50 -115 PSF 40.20/-46.39 PSF PGT SGD 780 16-0629.10 B 1 4" EL D105 DINING ROOM PGT SGD 780 WG ALUM. S.G.D. 2PNL IMPACT 1 120" 120" 50 -95 PSF 40.61 -47.22 PSF PGT SGD 780 16-0629.10 B 1/4" EL D106 LIVING ROOM PGT SGD 780 WG ALUM. S.G.D. 4PNL IMPACT 1 192" 120" 50 -115 PSF 40.61 -47.22 PSF PGT SGD 780 16-0629.10 H 1/4" EL D107 MASTER SUITE PGT FD 750 WINGUARD FRENCH DOOR IMPACT 1 32" .9(;" 70 -80 PSF +49.16/-52.48 PSF PGT FD 750 16-0629.16 E 1 4" EL D108 MASTER BATH PGT FD 750 WINGUARD FRENCH DOOR IMPACT 1 36" 120" 70 -80 PSF +49.16/-52.48 PSF PGT FD 750 16-0629.16 E 1 4" EL BEDROOM 4 PGT SGD 780 WG ALUM, S.G.D. 2PNL IMPACT 1 120" 96" 50 -115 PSF 40.61 -47.22 PS PGT SGD 780 16-0629.10 B 1 4" EL D214 GAME/LIVING RM PGT SGD 780 WG ALUM. S.G.D. 2PNL IMPACT 1 120" 96" 50/-115 PSF 40.61/-47.22 PS PGT SGD 780 16-0629.10 g 1/4" EL PERMIT No. ST LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT 1704-0599 BUILDING ADDRESS: PARCEL ID 3224-111-0002-000-2 C-24 CANAL RD PORT ST LUCIE, FL CONTRACTOR:PROTECH PROFESSIONAL SERVICES, INC N0. LOCATION PRODUCT WINDOWS UNIT SIZE WIDTH IN. IHEIGHT OPENING DESIGN PRESSURES PRODUCT RATED DESIGN PRESSURE vIANUFACTURER MODEL NUMBER PRODUCT APPROVAL No. GLASS TYPE METHOD OF ATTACHMENT T100 FOYER PGT PW720 FIXED ALUMINUM FIXED WINDOW - L.M.I. 26-1/2" 24" 45.83/-48.79 PSF +80.0/-80.0 PSF PGT PW720 FIXED 16-0629.14 LOW E 1/4" STEEL ULTRACON W100 FOYER PGT SH700 ALUMINUM SINGLE HUNG WINDOW - N.I. 26-1/2" 76" +45.83/-48.79 PSF +64.0/-80.0 PSF PGT SH 700 16-0714.06 LOW E , 1/4" ELCO TAPCONS W101 FOYER PGT SH700 ALUMINUM SINGLE HUNG WINDOW - N.I. 26-1/2" 76" +45.08/-48.04 PSF +64.0/-80.OPSF PGT SH 700 16-0714.06 LOW E 1/4" ELCO TAPCONS T101 FOYER PGT PW720 FIXED ALUMINUM FIXED WINDOW - L.M.I. 26-1/2" 24" +45.83/-48.79 PSF +80.0/-80.0 PSF PGT PW720 FIXED 16-0629.14 LOW E 1/4" STEEL ULTRACON W102 VIP G. BATH #2 PGT SH700 ALUMINUM SINGLE HUNG WINDOW - N.I. (2) 37" 63" +43.26/-52.31 PSF +64.0/-80.OPSF PGT SH 700 16-0714.06 LOW E 1/4" ELCO TAPCONS T102 VIP G. BATH #2 PGT PW720 FIXED ALUMINUM FIXED WINDOW - L.M.I. 74" 24" +45.35/-48.30 PSF +80.0/-80.0 PSF PGT PW720 FIXED 16-0629.14 LOW E 1/4" STEEL ULTRACON W103 VIP GUEST SUITE PGT SH700 ALUMINUM SINGLE HUNG WINDOW - N.I. 40" 63" +43.16/-52.31 PSF +64.0/-80.OPSF PGT SH 700 16-0714.06 LOW E 1/4" ELCO TAPCONS T103 VIP GUEST SUITE PGT PW720 FIXED ALUMINUM FIXED WINDOW - L.M.I. 40" 24" +45.83/-57.66 PSF +80.0/-80.0 PSF PGT PW720 FIXED 16-0629.14 LOW E 1/4" STEEL ULTRACON W104 VIP GUEST SUITE PGT SH700 ALUMINUM SINGLE HUNG WINDOW - N.I. 40" 63" +43.16/-52.31 PSF +64.0/-80.OPSF PGT SH 700 16-0714.06 LOW E 1/4" ELCO TAPCONS T104 VIP GUEST SUITE PGT PW720 FIXED ALUMINUM FIXED WINDOW - L.M.I. 40" 24" +45.83/-57.66 PSF +80.0/-80.0 PSF PGT PW720 FIXED 16-0629.14 LOW E 1/4" STEEL ULTRACON W105 VIP GUEST SUITE POT SH700 ALUMINUM SINGLE HUNG WINDOW - N.I. 40" 63" +45.83/-57.66 PSF +64.0/-80.OPSF PGT SH 700 16-0714.06 LOW E 1/4" ELCO TAPCONS T105 VIP GUEST SUITE PGT PW720 FIXED ALUMINUM FIXED WINDOW - L.M.I. 40" 24" +45.83/-57.66 PSF +80.0/-80.0 PSF PGT PW720 FIXED 16-0629.14 LOW E 1/4" STEEL ULTRACON W106 VIP GUEST SUITE PGT SH700 ALUMINUM SINGLE HUNG WINDOW - N.I. 26-1/2" 63" +45.83/-57.66 PSF +64.0/-80.DP SF PGT SH 700 16-0714.06 LOW E 1/4" ELCO TAPCONS T106 VIP GUEST SUITE PGT PW720 FIXED ALUMINUM FIXED WINDOW - L.M.I. 26-1/2" 24" +45.83/-57.66 PSF +80.0/-80.0 PSF PGT PW720 FIXED 16-0629.14 LOW E 1/4" STEEL ULTRACON T107 VIP GUEST SUITE PGT PW720 FIXED ALUMINUM FIXED WINDOW - L.M.I. 26-1/2" 24" +45.83/-57.66 PSF +80.0/-80.0 PSF PGT PW720 FIXED 16-0629.14 LOW E 1/4" ELCO TAPCONS W107 VIP GUEST SUITE PGT SH700 ALUMINUM SINGLE HUNG WINDOW - N.I. 26-1/2" 63" +45.83/-57.66 PSF +64.0/-80.0 PSF PGT SH 700 16-0714.06 LOW E 1/4" STEEL ULTRACON W108 BATHROOM #6 PGT SH700 ALUMINUM SINGLE HUNG WINDOW - N.I. 37" 63" 45.08/-48.03 PSF +64.0/-80.0 PSF PGT SH 700 16-0714.06 LOW E 1/4" ELCO TAPCONS W109 PANTRY PGT SH700 ALUMINUM SINGLE HUNG WINDOW - N.I. 37" 63" 44.73/-47.69 PSF +64.0/-80.0 PSF PGT SH 700 16-0714.06 LOW E 1/4" ELCO TAPCONS W110 KITCHEN PGT SH700 ALUMINUM SINGLE HUNG WINDOW - N.I. 37" 0-3/8" 44.73/-47.69 PSF +64.0/-80.0 PSF PGT SH 700 16-0714.06 LOW E 1/4" ELCO TAPCONS W111 KITCHEN PGT SH700 ALUMINUM SINGLE HUNG WINDOW - N.I. 37" 0-3/8" 44.73/-47.69 PSF +64.0/-80.0 PSF PGT SH 700 16-0714.06 LOW E 1/4" ELCO TAPCONS T112 FAMILY ROOM POT PW720 FIXED ALUMINUM FIXED WINDOW - L.M.I. 53" 24" 44.80/-55.60 PSF +80.0/-80.0 PSF PGT PW720 FIXED 16-0629.14 LOW E 1 /4" STEEL ULTRACON W112 FAMILY ROOM PGT SH700 ALUMINUM SINGLE HUNG WINDOW - N.I. (2)26-1/2" 63" 43.91/-46.87 PSF +64.0/-80.0 PSF PGT SH 700 16-0714.06 LOW E 1/4" ELCO TAPCONS W113 FAMILY ROOM PGT SH700 ALUMINUM SINGLE HUNG WINDOW - N.I. (2)26-1/2" 63" 43.91/-53.81 PSF +64.0/-80.0 PSF PGT SH 700 16-0714.06 LOW E 1/4" ELCO TAPCONS T113 FAMILY ROOM PGT PW720 FIXED ALUMINUM FIXED WINDOW - L.M.I. 53" 24" 45.72/-57.44 PSF +80.0/-80.0 PSF PGT PW720 FIXED 16-0629.14 LOW E 1/4" STEEL ULTRACON W114 FAMILY ROOM PGT SH700 ALUMINUM SINGLE HUNG WINDOW - N.I. (2)26-1/2" 63" 43.91/-53.81 PSF +64.0/-80.0 PSF PGT SH 700 16-0714.06 LOW E 1/4" ELCO TAPCONS T114 FAMILY ROOM PGT PW720 FIXED ALUMINUM FIXED WINDOW - L.M.I. 53" 24" 45.72/-57.44 PSF +80.0/-80.0 PSF PGT PW720 FIXED 16-0629,14 LOW E 1/4" STEEL ULTRACON W115 MASTER SUITE PGT SH700 ALUMINUM SINGLE HUNG WINDOW - N.I. 26-1/2" 63" 45.51/-57.01 PSF +64.0/-80.0 PSF PGT SH 700 16-0714,06 LOW E 1/4" ELCO TAPCONS T115 MASTER SUITE PGT PW720 FIXED ALUMINUM FIXED WINDOW - L.M.I. 26-1/2" 24" 45.83/-57.66 PSF +80.0/-80.0 PSF PGT PW720 FIXED 16-0629.14 LOW E 1/4" STEEL ULTRACON W116 MASTER SUITE PGT SH700 ALUMINUM SINGLE HUNG WINDOW - N.I. 26-1/2" 63" 45.63/-57.66 PSF +64.0/-80.0 PSF PGT SH 700 16-0714.06 LOW E 1/4" ELCO TAPCONS T116 MASTER SUITE PGT PW720 FIXED ALUMINUM FIXED WINDOW - L.M.I. 26-1/2" 24" 45.51/-48.47 PSF +80.0/-80.0 PSF PGT PW720 FIXED 16-0629.14 LOW E 1/4" STEEL ULTRACON /T117 MASTER CLOSET PGT PW720 FIXED ALUMINUM FIXED WINDOW - L.M.I. 26" 24" 45.83/-57.66 PSF +80.0/-80.0 PSF PGT PW720 FIXED 16-0629.14 LOW E 1/4" STEEL ULTRACON /T118 MASTER CLOSET POT PW720 FIXED ALUMINUM FIXED WINDOW - L.M.I. 26" 24" 45.83/-57.66 PSF +80.0/-80.0 PSF PGT PW720 FIXED 16-0629.14 LOW E 1/4" STEEL ULTRACON W119 MASTER BATH PGT PW720 FIXED ALUMINUM FIXED WINDOW - L.M.I. 26-1/2" 63" 45:51/-57.01 PSF +80.0/-80.0 PSF PGT PW720 FIXED 16-0629.14 LOW E 1/4" ELCO TAPCONS T119 MASTER BATH PGT PW720 FIXED ALUMINUM FIXED WINDOW - L.M.I. 26-1/2" 24" 45.83/-57.66 PSF +80.0/-80.0 PSF PGT PW720 FIXED 16-0629.14 LOW E 1/4" STEEL ULTRACON W120 MASTER BATH PGT SH700 ALUMINUM SINGLE HUNG WINDOW - N.I. 40" 63" +45.83/-57.66 PSF +64.0/-80.OPSF PGT SH 700 16-0714.06 LOW E 1/4" ELCO TAPCONS T120 MASTER BATH PGT PW720 FIXED ALUMINUM FIXED WINDOW - L.M.I. 40" 32.5" 45.83/-57.66 PSF +80.0/-80.0 PSF PGT PW720 FIXED 16-0629.14 LOW E 1/4" STEEL ULTRACON Tl21 MASTER BATH PGT PW720 FIXED ALUMINUM FIXED WINDOW - L.M.I. 36" 24" 45.83/-48.79 PSF +80.0/-80.0 PSF PGT PW720 FIXED 16-0629.14 LOW E 1/4" STEEL ULTRACON W122 W.I.C. PGT SH700 ALUMINUM SINGLE HUNG WINDOW - N.I. (2) 37" 63" 43.16/-46.12 PSF +64.0/-80.0 PSF PGT SH 700 16-0714.06 LOW E 1/4" ELCO TAPCONS T122 W.I.C. PGT PW720 FIXED ALUMINUM FIXED WINDOW - L.M.I. 74" 24" 45.35/-48.3 PSF +80.0/-80.0 PSF PGT PW720 FIXED 16-0629.14 LOW E 1/4" STEEL ULTRACON W123 W.I.C. PGT PW720 FIXED ALUMINUM FIXED WINDOW - L.M.I. 74" 24" 45.35/-48.3 PSF +80.0/-80.0 PSF PGT PW720 FIXED 16-0629.14 LOW E 1/4" STEEL ULTRACON W124 W.I.C. PGT PW720 FIXED ALUMINUM FIXED WINDOW - L.M.I. 74" 24" 45.35/-48.3 PSF +80.0/-80.0 PSF PGT PW720 FIXED 16-0629.14 LOW E 1/4" STEEL ULTRACON T124 MASTER BEDROOM PGT PW720 FIXED ALUMINUM FIXED WINDOW - L.M.I. 32" 24" 45.83/-57.66 PSF +80.0/-80.0 PSF PGT PW720 FIXED 16-0629.14 LOW E 1/4" STEEL ULTRACON SECOND FLOOR W200 OPEN TO BELOW PGT PW720 FIXED ALUMINUM FIXED WINDOW - L.M.I. 26-1/2" 30 +44.52/-56.00 PSF +80.0/-80.0 PSF PGT PW720 FIXED 16-0629.14 LOW E 1/4" STEEL ULTRACON W201 OPEN TO BELOW PGT PW720 FIXED ALUMINUM FIXED WINDOW - L.M.I. 26-1/2" 30" 59-1/2' +44.52/-56.00 PSF +80.0/-80.0 PSF PGT PW720 FIXED 16-0629.14 LOW E 1/4- STEEL ULTRACON W202 BEDROOM #5 PGT SH700 ALUMINUM SINGLE HUNG WINDOW - N.I. (2) 40" +41.87/-50.70 PSF +64.0/-80.0 PSF POT SH 700 16-0714.06 LOW E 1/4" ELCO TAPCONS W203 BATH #5 PGT PW720 FIXED ALUMINUM FIXED WINDOW - L.M.I. 26-1/2" 30" +44.52/-56.00 PSF +801 PSF PGT PW720 FIXED 16-0629.14 LOW E 1/4" STEEL ULTRACON W204 BEDROOM #2 PGT PW720 FIXED ALUMINUM FIXED WINDOW - L.M.I. 26-1/2" 30" +44.52/-56.00 PSF +80.0/-80.0 PSF PGT PW720 FIXED 16-0629.14 LOW E 1 4 STEEL ULTRACON W205 BEDROOM 2 PGT SH700 ALUMINUM SINGLE HUNG WINDOW - N.I. 2) 40" 9-1/2" 41.87/-44.74 PSF +64.0/-80.0 PSF PGT SH 700 16-0714.06 LOW E 1/4" ELCO TAPCONS W206 BATH 2 PGT PW720 FIXED ALUMINUM FIXED WINDOW - L.M.I. 26-1/2" 36-3/8"+44.24/-55.46 PSF +80.0/-80.0 PSF PGT PW720 FIXED 16-0629.14 LOW E 1/4" STEEL ULTRACON 44.24/ 5 PSF �04 NO-� POT PW720 FIXED 16-069914 A IA' W-207 ELIMINATE POT PW720 FIXED ALUMINUM FIXED WINDOW L.M.I. .46 W208 OPEN TO BELOW POT PW720 FIXED ALUMINUM FIXED WINDOW - L.M.I. 26 76" +43.79/-46.6 PSF +80.0/-80.0 PSF PGT PW720 FIXED 16-0629.14 LOW E 1/4" STEEL ULTRACON W209 OPEN TO BELOW PGT PW720 FIXED ALUMINUM FIXED WINDOW - L.M.I. (2) 46" 76" +41.32/-44.19 PSF +77.20/-77.20 PSF PGT PW720 FIXED 16-0629.14 LOW E 1/4" STEEL ULTRACON W210 OPEN TO BELOW PGT PW720 FIXED ALUMINUM FIXED WINDOW - L.M.I. 26" 76" +43.79/-46.66 PSF +80.0/-80.0 PSF PGT PW720 FIXED 16-0629.14 LOW E 1/4" STEEL ULTRACON W211 BEDROOM 4 PGT SH700 ALUMINUM SINGLE HUNG WINDOW - N.I. 26-1/2" 0-5/8'+44.52/-56.00 PSF +64.0/-80.0 PSF PGT SH 700 16-0714.06 LOW E 1/4" ELCO TAPCONS W212 BATH 4 PGT SH700 ALUMINUM SINGLE HUNG WINDOW - N.I. 26-1/21, 8-3/8'+44.52/-56.00 PSF +64.0/-80.0 PSF PGT SH 700 16-0714.06 LOW E 1/4" ELCO TAPCONS W213 BATH 4 PGT SH700 ALUMINUM SINGLE HUNG WINDOW - N.I. 26-1/2" 8-3/8"+44.52/-56.00 PSF +64.0/-80.0 PSF POT SH 700 16-0714.06 LOW E 1/4" ELCO TAPCONS W214 BATH 3 PGT SH700 ALUMINUM SINGLE HUNG WINDOW - N.I. 26-1/2 8"3 8 +44.52/-56.00 PSF +64.0/-80.0 PSF PGT SH 700 16-0714.06 LOW E 1/4" ELCO TAPCONS W215 BATH 3 PGT PW720 FIXED ALUMINUM FIXED WINDOW - L.M.I. 26-1/2" 6-3/8"+44.52/-47.39 PSF +80.0/-80.0 PSF PGT PW720 FIXED 16-0629.14 LOW E 1/4" STEEL ULTRACON W216 BEDROOM 3 PGT SH700 ALUMINUM SINGLE HUNG WINDOW - N.I. 26-1 /21, 0-5/8" +44.52/-56.00 PSF +64.0/-80.0 PSF PGT SH 700 16-0714.06 LOW E 1/4- ELCO TAPCONS W217 BEDROOM 3 PGT SH700 ALUMINUM SINGLE HUNG WINDOW - N.I. (2) 40" 9-1/2" +41.87/-50.70 PSF +64.0/-80.0 PSF PGT SH 700 16-0714.06 LOW E 1/4" ELCO TAPCONS W300 DORMER PGT PW720 FIXED ALUMINUM FIXED WINDOW - L.M.I. 38-3/8" 26-1/2"+44.52/-47.39 PSF +80.0/-80.0 PSF IPGT PW720 FIXED 16-0629,14 LOW E 1/4" STEEL ULTRACON ICES, INC ZL ) OF MENT a. TAPCONS CO TAPCONS CO TAPCONS CO ULTRACON CO ULTRACON CO ULTRACON CO ULTRACON CO TAPCONS CO TAPCONS CO ULTRACON CO ULTRACON CMU STUCCO / CLADDING PERIMETER CAULKING (TYPICAL) FLANGE IN BED OF AND SEAM FILLER "FAST FLASH" AS A LIQUID MEMBRAINE IN ROUGH IS. "PROSCO OR EQUAL' / CLADDING ,UTILIZE "FAST FLASH" AS A LIQUID FLASHING MEMBRAINE IN ROUGH OPENINGS. "PROSCO OR EQUAL" / CLADDING z!!� I TERMITE PROTECTION SECTION R318 PROTECTION AGAINST TERMITES R318.1 TERMITE PROTECTION. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. SEE SECTION 202, REGISTERED TERMITICIDE. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES: R31 S.1.1 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, THE INITIAL CHEMICAL SOIL TREATMENT INSIDE THE FOUNDATION PERIMETER SHALL BE DONE AFTER ALL EXCAVATION, BACKFILLING AND COMPACTION IS COMPLETE, R318.1.2 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, SOIL AREA DISTURBED AFTER INITIAL CHEMICAL SOIL TREATMENT SHALL BE RETREATED WITH A CHEMICAL SOIL TREATMENT, INCLUDING SPACES BOXED OR FORMED. R318.1.3 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, SPACE IN CONCRETE FLOORS BOXED OUT OR FORMED FOR THE SUBSEQUENT INSTALLATION OF PLUMBING TRAPS, DRAINS OR ANY OTHER PURPOSE SHALL BE CREATED BY USING PLASTIC OR METAL PERMANENTLY PLACED FORMS OF SUFFICIENT DEPTH TO ELIMINATE ANY PLANNED SOIL DISTURBANCE AFTER INITIAL CHEMICAL SOIL TREATMENT. R318.1.4 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, CHEMICALLY TREATED SOIL SHALL BE PROTECTED WITH A MINIMUM 6 MIL VAPOR RETARDER TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED. ANY WORK, INCLUDING PLACEMENT OF REINFORCING STEEL, DONE AFTER CHEMICAL TREATMENT UNTIL THE CONCRETE FLOOR IS POURED, SHALL BE DONE IN SUCH MANNER AS TO AVOID PENETRATING OR DISTURBING TREATED SOIL. R318.1.5 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, CONCRETE OVERPOUR OR MORTAR ACCUMULATED ALONG THE EXTERIOR FOUNDATION PERIMETER SHALL BE REMOVED PRIOR TO EXTERIOR CHEMICAL SOIL TREATMENT TO ENHANCE VERTICAL PENETRATION OF THE CHEMICALS. R318.1.6 IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, CHEMICAL SOIL TREATMENTS SHALL ALSO BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1 FOOT (305 MM) OF THE PRIMARY STRUCTURE SIDEWALLS. ALSO, A VERTICAL CHEMICAL BARRIER SHALL BE APPLIED PROMPTLY AFTER CONSTRUCTION IS COMPLETED, INCLUDING INITIAL LANDSCAPING AND IRRIGATION/SPRINKLER INSTALLATION. ANY SOIL DISTURBED AFTER THE CHEMICAL VERTICAL LBARRIER IS APPLIED SHALL BE PROMPTLY RETREATED. 1 "x4" P.T. WOOD BUCK FASTENED TO CONC. OR MASONRY BLOCK WITH 3WX3" TAPCONS AT 8" O.C. 1/2" OR 5/8" GYPSUM WALLBOARD ON P.T. FURRING UTILIZE "FAST FLASH" AS A LIQUID FLASHING MEMBRAINE IN ROUGH OPENINGS. "PROSCO OR EQUAL" 3/16"x3"LONG (MIN.) TAP -CONS W/A 1 1/2" MIN. EMBEDMENT SPACED PER WINDOW MANUF. SEE PROD. APPROVAL HEAD "77 ONRY CONSTRUCTION ALL PER FMA/AAMA-200 1/2" OR 5/8" GYPSUM WALLBOARD ON P.T. FURRING 3/16"x3"LONG (MIN.) TAP -CONS W/A 1 1/2" MIN. EMBEDMENT SPACED PER WINDOW MANUF. SEE PROD. APPROVAL 1 "x4" P.T. WOOD BUCK FASTENED TO CONC. OR MASONRY BLOCK WITH 3Ije"X3" TAPCONS AT 8" O.C. BUCK BED IN SEALANT (TYPICAL) JAMB IF REQUIRED, ALUMINUM WINDOW FASTENED TO PRE -CAST WINDOW SILL W/ 3/16"x2" LONG TAP -CONS PER MANUFACTURER RECOMMENDATION AND PROD. APPROVALS 1/2" OR 5/8" GYPSUM WALLBOARD ON P.T. FURRING PRE -CAST WATER- PROOF WINDOW SILL SET IN FULL BED OF MORTAR SILL TYP. WINDOW & SL. GLASS DR. AT C.B.S. WALL CONNECTION DTL. FINNVOLD ARCHITECTURE, INC. APPLIANCE LEGEND SEE SHEET ID SHEETS FOR PRODUCT INFO & DIMENSIONS. 01 REFRIGERATOR 0© FREEZER 03 OVEN 04 DISHWASHER O5 RANGE/COOKTOP/HOOD 06 U/C REFRIGERATOR 0 ICE MAKER O® WASHER 09 DRYER 10 MICROWAVE/OVEN 11 U/C WINE COOLER 8000 N. FEDERAL HWY. SUITE 118 BOCA RATON, FL 3 3 4 8 7 P. 561 306 4286 F. 561 953 5210 LICENSE # A A 26002586 ALL DESIGNS AND DETAILS INDICATED OR REPRESENTED BY THIS DRAWING ARE FOR THE USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS IS THE PROPERTY OF FINNVOLD ARCHITECTURE, INC. AND SHALL NOT BE USED OR REPRODUCED WHOLE OR IN PART WITH -OUT WRITTEN PERMISSION OR BE LIABLE FOR THE FULLEST LEGAL RECOURSE, THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO THE EXECUTION OF THE WORK. FINISH SCHEDULE FLOOR BASE WALLS FRONT ENTRY STONE WOOD PAINT FAMILY ROOM STONE WOOD PAINT KITCHEN STONE WOOD PAINT LIVING DINING WOOD WOOD PAINT UTILITY ROOM STONE WOOD PAINT POWDER BATH TILE TILE SEE INT. ELEVATION FOR WAINSCOTT BEDROOMS WOOD WOOD PAINT GUEST BATH TILE TILE SEE INT. ELEVATION FOR WAINSCOTT MASTER BEDROOM WOOD WOOD PAINT MASTER BATH STONE STONE PAINT, FULL HT. TILE IN SHOWER/TUB AREA GAME ROOM WOOD WOOD PAINT REMARKS: INTERIOR EGGSHELL EXTERIOR WALL PAINT: BENJAMIN MOORE OR SHERWIN PAINT 2 COATS, 1 COAT PRIME WALL PAINT ON STUCCO: BENJAMIN MOORE WILLIAMS OR SHERWIN WILLIAMS NOTE: VERIFY WITH DOOR MANUFACTURER FOR SPECIFIC ATTACHMENT REQUIREMENTS. SEE MANUF. SPECS AND PRODUCT APPROVAL 1/2" GYP. BI PT. FURRING WOOD CASING - STUCCO ON C.B.S. CONTIN. CAULK BEAD . - BRICK MOLD - EXT. DOOR #10 2 1/2' WOOD SCREW 1.33" MIN EMBED. 012" O.C. FIELD AND 4" FROM EDGES VERIFY MIN. PENETRATION TO WOOD BUCK PER PRODUCT APPROVAL FROM MANUF. WOOD DOOR JAMB SHIM 3/16" MIN. X 3" MIN. LONG `TAPCON' SCREWS INTO CONC. BLOCK 018" O.C. 1 1/2" MIN. EMBED TO CONC. 2x6 P.T. DOOR BUCK TYP. EXTERIOR DOOR JAMB CONNECTION DTL. SCALE:1"=3" FACE OF CMU OR SHEATHING STUCCO FINISH STUCCO SCRATCH COAT UNDER REVEAL PROVIDE 6" L. VINYL BACKING PLATE AT SPLICE AND AT ALL JOINTS APPLY BED OF SEALANT TO ENTIRE BACKING PLATE AT SPLICES AND JOINTS CONT. "VINYL CORP" #CS-75-200 VINYL STUCCO CHANNEL SCREED, REFER TO ELEVATIONS AND WALL SECTIONS FOR EXTENT FINISH AND COLOR AS SPECIFIED NOTE: PROVIDE 1"W. #CS-75-100 VINYL STUCCO CHANNEL SCREEDS WHERE INDICATED ON PLANS, ELEVATIONS AND SECTIONS STUCCO REVEAL SCALE: N.T.S. NEW RESIDENCE FOR MR. CESPEDES PARCEL ID 3224-111-0002-000-2 C-24 CANAL RD SAINT LUCIE COUNTY 2.27.17 1701 REVISIONS PERMIT SET 0 REVISION 6.6.17 PER BLDG DEPT.COMP © REVISION 10.16.17 OWNER REQUESTED REVISION AND CLARIFICATION CONSULTANTS DETAILS WINDOWS AND DOORS APPLIANCES 1 if SHFFT RENTS 4 File Co ley PARTITION LEGEND TYP. EXTERIOR WALL - 5/8" STUCCO ON 8" CONC. BLOCK EXTERIOR SIDE. 5/8" GYP. BD. SMOOTH FINISH ON R-4.1 FOIL BACK RIGID INSULATION ON 1" PT WD. FURRING ® 24" O.C. INTERIOR SIDE, PAINT BOTH SIDES TYPICAL INTERIOR PARTITION WALL - 5/8" GYP. BD. SMOOTH FINISH EACH SIDE ON 3 5/8" METAL STUDS (25 GA. MIN) ® 24" O.C. W/P.T. BOT. PLATE, PAINTED. TYPICAL SOUND PARTITION - 5/8" GYP. BD. SMOOTH FINISH EACH SIDE ON 3 5/8" METAL STUDS (25 GA. MIN) ® 24" O.C. WITH 3-1/2" BAIT INSULATION, W/P.T. BOT. PLATE, PAINTED. TYP. 42" HI. EXTERIOR GUARD WALL - 5/8" STUCCO ON 8" CONC. BLOCK, SMOOTH FINISH, PAINT BOTH SIDES. ❑ SLOPE CAP TO EXTERIOR Y4 ". DENOTES COLUMN WITH CONCRETE BLOCK BASE AND STEEL COLUMN WITH DECORATIVE WRAP (TYP). SYMBOLS LEGEND ® NEW DOOR SYMBOL �Q NEW WINDOW SYMBOL Y-r ELEVATION MARK , 4 Pci 2 INTERIOR ELEVATION MARK 3 XX- ELEVATION TARGET 4j SECTION MARK KEYNOTES FIRST FLOOR PLAN SCALE: 3/16" = 1'-0" TREWS DESIGN GREEN WALL REFER TO INT ELEVATIONS DENOTES DENOTES OF ROOF NORTH O DENOTES UNDERGROUND ELECTRIC FROM NEW TRANSFORMER. REFER TO FPL DRAWINGS FOR DETAILS, CONTRACTOR TO COORDINATE w B lA7l-4� C A3.10 6.00 C.U.4 C.U.5 T-120 W_1pp OPAQU DRAIN 0 0' RAIN SHO PRESS BAIL HAND HE ERO EDGE MASTER BATH R STONE FL NCE 11'0 CLG. SHOWER O36" HT, 24" DEEP BASE CABINETS,....,�,„„, WIDTHS VARY. SEE PLANS I ti _ 36" HT KITCHEN ISLAND/ BAR ') - O 24"x48" ATTIC ACCESS W/PULLDOWN LADDER, PROVIDE 100 S.F. AREA OF 5/8" PLYWOOD AROUND ATTIC ACCESS FOR STORAGE SUPPORT ' O SINK WITH DISPOSAL `. O FULL HT TILE BACKSPLASH, TYPICAL PORT COGkgi* O TRIMMED OPENING GO 12" DEEP UPPER CABINETS - O PRE WATERPROOFED SHAMPOO CUBBY -s z3s IrIA"L H ROUCi N. fL g D4IT FV AY O 30" H 24" DEEP BASE CABINET - MAKE UP CPUNTER t' O PROVIDE BLOCKING AS REQUIRED FOR ART WORK / OSHOWER AND TUB AREA TO HAVE FULL HEIGHT TILE SURROUNDS TO K CEILING, PROVIDE GREEN BOARD AND RED PAINT WATERPROOF AS REQ'D. O SHOWER BENCH. SIZE VARIES. REFER TO FLOOR PLAN. WATER PROOF AND SLOPE AS REQUIRED. _ O RECESSED MEDICINE CABINET __ - O TEMPERED GLASS FRAME -LESS SHOWER ENCLOSURE FIRE PLACE W T/ ABOVE. STONE VENEER AND CUSTOM MANTLE. REFER O TO IE. COORDINATE FIREPLACE TYPE -GAS VENTLESS OR WOOD BURNING 8 24" HT WALL WITH TEMPERED GLASS SHOWER ENCLOSURE ABOVE Q PROVIDE BLOCKING FOR PLASMA SCREEN N, & OUTLET & CABLE CONNECTION 05'-0" A.F.F. COORDINATE LOCATION IN FIELD WITH HOMEOWNER. O ALUMINUM DRYER VENT O SUMMER KITCHEN BUILT-IN. STL MT STUDS WITH DURAROCK AND STUCCO DRIV EWAY O INSTALL GAS TANKLESS WATER HEATER WITH THERMOSTATIC CONTROL VALVES PAVERS OFOR HOT WATER AS REQUIRED. BY OTHERS TOILET PAPER HOLDER ( ) V TOWEL BAR W BEVELED MIRROR X BUILT-IN WINDOW SEAT WITH STORAGE BELOW. REFER TO I.E. O CUSTOM BUILT -OUT CLOSET SYSTEM/SHELVES Z CUSTOM BUILT-IN. REFER TO INTERIOR ELEVATIONS AA PERMANENT SCREEN SLIDING DOORS AND PANELS AT PORCH, B T/ IN MIRROR 0 BATHROOMS n ' CC MISTING SYSTEM ® SUMMER KITCHEN D GAS APPLIANCES AND EQUIPMENT EE INTERIOR STRUCT.STEEL COLUMN. REFER TO STRUCTURAL FOR DIMS AND DETAILS FLOOR PLAN NOTES 1. GLAZING WITHIN 36" HORIZONTALLY AND 60" VERTICALLY OF SHOWERS/TUBS SHALL BE I'Ill1' B CAT. 11 SAFETY GLASS PER 2405.2 FBC. gj A6.00 2. GLAZING ON EXT. DOORS AND SIDELIGHTS SHALL BE CAT. II SAFETY GLASS AS PER 2411.3.1.3. FBC. 3. SHOWERS/TUBS SHALL HAVE FLOORS AND WALLS TO 70" OF NON -ABSORBENT MATERIALS;s T-,04 W-104 AS PER 1204.3 FBC. g 4. WALL HUNG FIXTURES AND CABINETS SHALL BE SUPPORTED AS PER 2510.5 FBC. 20 GA MTL STUDS 0 16" O.C. W/ HORIZ. REINF. 5. BUILDING SHALL HAVE PRE -CONSTRUCTION TREATMENT PROTECTION AGAINST TERMITES AS PER 1816.1.7 FBC. I, 6. MIN. CEILING HEIGHT SHALL BE 7'-0" AS PER 1203.2.6 FBC. 7. PROVIDE GROUTED CELL OR COLUMN AT BEARING POINT OF EACH GIRDER TRUSS. 8. ALL EGRESS WINDOWS TO COMPLY WITH F.B.C. AN OUTSIDE WINDOW OR DOOR OPERABLEti " FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF1�4 NOT LESS THAN 20" WIDE X 24" HIGH AND 5.7 SQ, FT. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABV. THE FLOOR. T-105 9. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM THE INSIDE OF THE CLOSET. 10. EVERY BATHROOM DOOR LATCH SHALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY. M 11. EVERY SLEEPING ROOM SHALL HAVE AN EMERGENCY ESCAPE AND RESCUE OPENING AT A MAXIMUM HEIGHT OF 44" TO SILL. FBC R310.1 ALSO READ NOTE #8 THIS SHEET. �" t 12. OPERABLE WINDOWS WITH A SILL LESS THAN 36" A.F.F.,WHERE THE FLOOR HAS A DROP OFF MORE THAN 4'-0 REQUIRE SAFEGUARDS AT NOT LESS THAN 42" IN HEIGHT (CHECK FOR REQUIRED ESCAPE OPENING DIMENSIONS WHEN THIS CONDITION) FBC 2411.4.1 13. ALL PRE -FABRICATED BUILDING ELEMENTS TO HAVE ENGINEERED SHOP DWGS. SUBMITTED TO THE VILLAGE OF PINECREST BLDG. DEPT. FOR REVIEW AND APPROVAL PRIOR TO -- FABRICATION & INSTALLATION. I NOTES TO CONTRACTOR 1. GLAZING IN WINDOWS AND DOORS, FIXED GLASS, ETC. SHALL BE IMPACT RESISTANT OR COMPLY SFBCR SECTION 4410.4 2. IF STORM SHUTTERS ARE USED, THEY SHALL BE APPROVED BY PRODUCT CONTROL SECTION AND SHALL BEAR THE NAME OF THE COMPANY GRAVED IN EVERY SECTION OF THE SYSTEM. (COMPLY WITH SECTION 4410.4 SFBCR 3. WHEN OUTLETS ARE IN BACK -SPLASH, COORDINATE COLOR TO MATCH, TYP. 4. ALL CABINET BOXES TO BE CONSTRUCTED OF PLYWOOD. NO PARTICLE BOARD CABINET BOXES. O a��4• OPAQUE T-,z1 w-tzt A T-122 W-1 22 SLOPE W PER FT. CONSTRUCTION JOINT T-100 W-100 COV. ENTRY D,DD VAULTED CLG. EXPOSED RAFTERS SLOE JP PER FL T-101 W-101 T W.I.C. L___ WOOD FLOOR0 _____. 2nd FIN. FL 0E13'-0' 22 RISERS O 7.09' TREADS 010' MIN. FOYER WOOD FLOOR VAULTED LG. EXPOSED WOOD BEAMS h0'-O*(25.5' NAVD) 36' HEIGHT MTL HAND -RAILING TO REJECT A 4'0 SPHERE SUBMIT SHOP DWOS FOR ARCHITECT APPROVAL DENOTES WOOD STAIRS. REFER TO AZOO FOR DIMS AND DETAILS T-1o2 w- MT � VIP GUEST °""°" I BAI'DTH #2 C 1 LE C TILE �w O Y D WIC \ I D FLOOR II I 'D CLG.LO. `VIP;GUEST SOITE ® WOOD FLOOR VAULTED CLG H.B. W-,06 u �J W-107 WOOD FCLOOR W.I.C. D12� 10'6 CLG. V D120 W.I.C. 10'0 CLG. WOOD FLOOR SOFFIT i1 VO CLG. HEIGHT TO UNDERSIDE OF STAIRS D110 IT ii r� 10'0 SOFFIT t F D11 0 W-123 I SLOPE J4' PER Fr. i I MASTER SUITE FLOOR 10'6 WOAD CLG. CLG. A 6• DENOTES TRAY _ CEIUNG ^ DENOTES MAJESTIC WOOD BURNING FIREPLACE ON \ BOTH SIDES. COORDINATE ALTERNATE GAS VENT DINALTESS FIREPLACE WITH OWNER PRIOR BUILD -OUT D107 I I �� WOOD FLOOR \ OPEN 2 STORY VOLUME h0'-0"(25.5' NAVD) YROUGH FIN. FL VAULTED CLG. EXPOSED WOOD BEAMS STONE VENEER AND WOOD SIDING WALL JOINT STEEL I BEAM ABOVE. REFER TO STRUCTURAL HALL I� STONE FLOOR STEEL I BEAM ABOVE. MODULAR WINE RAC REFER TO STRUCTURAL TEMP OPERABLE FRI DWGS FOR DETAILS DWGS O LESS GLASS-DOOR- OOR- DISPLAY WALL J Z _ __________--�-y / A 6 ECURITY PNLii VEST ® 0113 1 VO CLG. STONE FLOOR D115 \IFD1XX j E D112 M11 MID j' p Ei DINING ROOM WOOD FLOOR T&G W DECORATIVE RAFTERS STEEL I BEAM ABOVE. REFER TO STRUCTURAL DWGS FOR DETAILS O I L01 I cv) CONSTRUCTION / JOINT PORCH STONE FLOOR VARIES CLG. 0'- •(25.0' NAVD) 'FROUGH FIN. FL OPORCH SLOPE: M' PER FL KITCHEN STONE FLOOR VAULTED CLG �C1�C1� o W-110 DROYWELL w-105 W- 009 D A A3.10 A6.00 swommkok nnell mommorm 11 011110101111111 SLOPE: 1/4 PER FT. SLOE: 1/V PER FT. FINNVOLD ARCHITECTURE, INC. 8000 N. FEDERAL HWY. SUITE 118 BOCA RATON, FL 3 3 4 8 7 INSULATION VALUES CONC. BLOCK WALLS EXTERIOR R-4.1 CONC. BLOCK WALLS ADJACENT R-4.1 FL TRUSSES- CEILING R-19 ROOF - CLG. UNDER ATTIC ICYNENE R-20 (MIN. INSULATION AS PER ENERGY CALCS.) P. 561 306 4286 F. 561 953 5210 LICENSE # A A 26002586 ALL DESIGNS AND DETAILS INDICATED OR REPRESENTED BY THIS DRAWING ARE FOR THE USE ON AND IN CONJUNCTION WITH THE SPECIFIED PROJECT. THIS IS THE PROPERTY OF FINNVOLD ARCHITECTURE, INC. AND SHALL NOT BE USED OR REPRODUCED WHOLE OR IN PART WITH - OUT WRITTEN PERMISSION OR BE LIABLE FOR THE FULLEST LEGAL RECOURSE. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO THE EXECUTION OF THE WORK. PLAN NOTES DENOTES SECOND FLOOR OUTLINE 1) FLAME SPREAD INDEX. aeovE WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 2) SMOKE -DEVELOPED INDEX. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. DENOTES TYPICAL 3) FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR INSULATION STEEL COLUMN POOL DECK ROOF CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND WITH DECORATIVE WRAP OVER CONC. ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 BLOCK BASE WITH WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO STONE VENEER EXCEED 450 STRUCTURAL NOTES ALL STRUCTURAL LUMBER 00 SYMIN. CONCRETE SLAB TO BE 2500 PSI AT 28 DAYS SOIL BEARING 2500 PSF ALL REINFORCING STEEL A-615 GRADE 60 CONCRETE BEAMS TO BE 3000 PSI AT 28 DAYS G1 PORCH STONE FLOOR VAULTED CLG 25.0' NAVD) OUGH N. FL OPORCH -STEEL COL REFER TO STRUCTURAL FOR DETAILS (TIP) D103 STONE VENEER AND WOOD SIDING WALL REFER TO ID DRAWINGS FOR DIMENSIONS AND DETAILS----------. DENOTES EMPIRE GAS FIRED VENT -FREE FIREPLACE - COORDINATE SELECTION WITH FAMILY STONE FLOOR VAULTED CLG WITH EXPOSED RAFTERS. T&G AND RIDGE BEAM STONE VENEER AND WOOD SIDING WALL REFER TO ID DRAWINGS FOR DIMENSIONS AND DOWNSPOUT. COORDINATE FINAL LOCATION NTH GUTTER COMPANY TYPICAL SLOPE 1/4' PER FT. B A3.00 NEW RESIDENCE _ _ _ __-4 _ FOR MR. CESPEDES ® PARCEL ID 3224-111-0002-000-2 C-24 CANAL RD CONSTRUCTION SAINT LUCIE COUNTY JOINT SUES; )C PER FL W-114 T-114 . 2.27.17 1701 REVISIONS _ _____ ABPERMIT SET 007 -.,Y;- As.o Q REVISION 6.6.17 SUMMER PER BLDG DEPT.COMMENTS 8 KITCHEN/BBQ'' Q REVISION 10.16.17 AREA STONE FLOOR OWNER REQUESTED ^ VAULTED CLG REVISION AND 06 0'-6• d.0' NAVDj. CLARIFICATION �Fl ePlVaYl H.B.CONSULTANTS W -17 I I I I F 56 r-- --� I I I I I I I 67'-1" OUTDOOR GARDEN/SHOWER F 36 F 36 r —1 r — 1 CBS INFILL DOWEL NEW COLUMNS 6" EMBED TO EXIST. TIE BEAM k FOOTER 1`x t� • ! mn .�� IF . •_: • LL ALL CELLS Z IN #5 012" O.C. MATmm 4" SLAB ¢ w W/6x6, W1.441.4 W.W.M. O> OVER EXISTING \ c) CONCRETE FOUNDATION SCHEDULE MARK SIZE REINFORCEMENT BOTT TOP MIDDLE REMARKS 24"W X16"D MF-24 CONT. CONC. FTG. 2 #5 1 #5 SEE DETAIL TE 12"A 2" -12 CONCRETE CONT.FOOTING 1 5 # SEE DETAIL F 36 3C X 36"X 24" DP 2-ROWS 2-ROWS CONCRETE FOOTING 4#5 4#5 SEE DETAIL F 48 48" X 48"X 24" OP 2-ROWS 2-ROWS CONCRETE FOOTING 5#5 5#5 SEE DETAIL F 56 56" X 56"X 24" DP 2-ROWS 2-ROWS CONCRETE FOOTING 6#5 5#5 SEE DETAIL F 60 60" X 60"X 24" DP 2-ROWS 2-ROWS CONCRETE FOOTING 7#6 7#5 CONCRETE COLUMN SCHEDULE MARK SIZE REINFORCEMENT HOOPS REMARKS ■ C-1 8"x 8" i # 5 O.C. FILLED CELL NONE 30 3000 PSI 8"x 12" CONIC. COLUMN 4 # 5 # 3 AT 12" O.C. 3000 PSI ® 12" CONIC ONIC C. COLUMN # 4 5 # 3 AT 12" O.C. 3000 PSI ® G� 3.5" X 3.5" X 1/4" STEEL COLUMN SEE STEEL COLUMN DETAIL ® C_1 6" X 6" X 3/8" STEEL COLUMN SEE STEEL COLUMN DETAIL STRUCTUAL NOTES ALL STRUCTURAL LUMBER # BE SYPJ2 MIN. CONCRETE SLAB TO BE 2500 PSI AT 28 DAYS SOIL BEARING 2500 P F ALL REINFORCING STEEL A-615 GRADE 60 CONCRETE BEAMS TO BE 3000 PSI AT 28 DAYS ❑■ INDICATES TYPICAL C1 COLUMN 8% 8" FILLED CELL W/ 1 # 5 3000 PS1 CONCRETE 4 I p 3 NEW FOOTER DETAIL 4"SLABd Q TYPICALd4° SLAB ON GRADEW/6x6, p I 4 Q W/64 WI.4xW1.4 W.W.M. d 4 b p I F ■ I d p d Q QI ° dp. 41' 10" ----------------------------- �C I ®d I Q r7 1d p 21'-0" o IL -- ---J�I 4- 10_',0" ■ III Q Ir F--®4e_- __-d_-lI p LQ®p_ --6-Ji d d Q -'I ■ Fi 4B _—_: __ -- --- ---1i I -t-■ - -- F 4B d----=--- Q I J Q I I --__---------------4--__I____-4 I —F48 MF2-- _____�___0 41 L3q - __ p Q m 4. Q .. Id Q ° Q d p Q I 0 1 I p i Q p 16m i d d p I I. d Q N. Q ° dov d p d d 16p Q�. zraD' 4 p .d 4 I Q 19'_6 p Q 37;0" 16 I 1 Q I 101_01, <1 12'_4" 31_01 3-6" j C-1 Q I I Q CAL d p W-24 MO pF 56 B F48 - � F 48 C-I 24" O.C. ------- r ■ I -- L- ipl W/W1.4xWIA W.W.M.------° d -�--=- ------- ------ --d-tI' omI ■JI Q. Q. 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I 'I I 1 1 Q � I ° r-'� �-� . L__ -_J 1 EXIST. d L�J_ J I I a I ®I _ j1 F48 I 16 DP" X 24" CONC. FTG. W/3 #5 CONT. DOWLED INTO EXST'G FIND W/ 24" LONG #5 BARS W/ 6" MIN EMBEDMENT A. EXISTING FOUNDATION 2 2 -o s-1 NEW FOOTER DETAIL 4" SLAB 16 DP" X 24" CONIC. FTG. W/3 #5 CONT. W/6x6, W1.4xW1.4 W.W.M. DOWLED INTO EXST'G FND W 24" LONG 5 OVER EXISTING / # BARS W/ 6" MIN EMBEDMENT . <. U_ EXISTING SLAB ■ I p I d �. EXISTING SLAB d I p ,4-10 E:4i] 1 V10,_11 17,_1,,� 1 I I -- - - Y I ■■ FOUNDATION PLAN -m6, = r-o- REVISIONS I BY OWNER CHANGE 10-24-1 CARL G. FORBES zsq1 P01NP0M) 60 FL CN r vi vi O�� DOUBLE MESH @ FOOTER 0 W/ (3) #5'S CONT. O `A` �4 ' •• MESH A I O W/ (3) #5'S CONE o 2a" W QCN ■� �� z 4i STANDARDfY,N��X MF7 CONTINUOUS FTG Q—N �e t� w a0 W/ (37I1J #5'S CONT. Islay, Ate- 24• 10 101 NTERIOR FTG @ BRIG WALA MF7 e di•W MESH -4c-----x-- 145 CONT. 3" MIN. COVER 12" Oo TE12 SHOWER RECESS ',•H ED (ate— W o �wad)) PAD REBAR EDGE L,"—ANCHOR EEL COLUMN( SEE PLAN) Q ZBARS-ALWAYS, OQ REMAIN - SPACE D L, OTHERS EQUALLY BOLTS oonE MANUFACTURES SPECS WELDED `/ `ORE MESHgq orm N00 OO U 1� U U II _0, Lo m L SEE PLAN m mLj INTERIOR PAD PAD AT. STEEL COL. Q O W a PAD REBAR EDGE j i STEEL COLUMN(SEE PLAN) BARS -ALWAYS, I REMAIN - SPACE ; i ANCHOR BOLTS N OTHERS EQUALLY j SEE MANUFACTURES SPECS DRAWN �� BY: rr �� GRADE Ctu�WS ♦RACA I' 1000 S DIXIE HWY. WEST o POMPANO BEACH FLA. 133060 ti PHONF:561- 445- 9661 EMAIL: carlosviloca203mall.com w DATE SEE PLAN 7�21-17 EXERIOR PAD AT.COLUMN SCALE: 146' = ram" NOTES: ROJECT - ALL 'U'/4; DIAM. THRU BOLTS TO BE ASTM A325. I ' ,-174• °� eaLts - AL EGFF FED PLATES ABTO OVE TO BASTM E EQUAL 1.. W' N01TORM-CFSP1G1./ S 1 /4' FILLET WELD ALL AROUND FOR ALL PLATE CONNECTIONS. A�fBB77O.LLTT HOLES TO BE 7/8' DIAM. F�ORgE3�/�4• DIAM. BOLTS. - DOUBLE- r is pDP]O�IFIRU BOLT IN ,�yA� LOAD PpA�RALNEL DICUO CAM GRAIN �p= 11950 LES , 1 � TH - IISI C 11..33RFpCTOR 1! LEIS FACTOR = -1 LBS/BOLT S H E E T RECESSBASE P2• 1 -1 P1r)a,, STEEL COLUMN BASE PLATE DETAIL UPLI =- CONCRETE BEAM SCHEDULE MARK SIZE REINFORCEMENT REMARK 11-10D X 1 1/2 BOTT TOP MIDDLE NOTES 2 X 6 NOTE: THIS PATIO AT 3:12 PITCH NOTE: EN TRT CART PORT AT 6:12 PITCH I (i: 3- 1.75 Ix 11.78 LVL I I I I I I I I I � � 1.75 X 111.78 IIVL N ly�/I Im1 1 1 `f 1\ 1� I - `1 NOTE: THIS PATIO AT 3:12 PITCH 45/8" X 6" STUDS TO CONCRETE BEAM 4�A( 8" X 12 X 1 2 PLATE 3/8 WELD LL AROUND TO I BEAM 10 I BEAM ON TOP OF TB S-2 2 X 6 B-1 L-1 67' 2" 10'-0" 15'-1" 12'-3" 17'-0" 12'--10" � F 7 B_1 L-1 1 FALSE BEAMS BELOW 9 -475p �2 2_0„ - m 2:1 T �a- m m _47 xL — n S OPE — — x zc� -475p ,;,I - ROOF TRUSSES - VAULT CEILING 475p 4— — — -475p - 1.75 X 11.78 LVL RO I I TRUSSES I I I I I VAUL CEILINGI I I I I I RB-1 L-1 •EE� ��� 1 1 STEEL COLUMN ili J JIL s-s 11'-0" 911'0 CLG. K 24° DP FLOOR TRUSSES STEEL COLUMN I I I I I I I v I I I I I I I I N 1J_L1J_L_L _ STEEL COLUMN - - - _ _ 14'-10" CO 10'-11" HANGER - - OPEN TO ROOF w m E5 o S STEEL COLUMN \ 11'-11" GIRDER TRUSS a m FALSE BELOW � d M I It 2:12/: m - SLOPE - -I � VAULT CEILING m X h _47 ■ N 3 1'-3" -475p 10'-0" 10 2 A 2 iA 2 A 2 TOP OF WALL -< TOP OF WALL -<iA �1 11'-0' BB-1 ■ ■ ■ _ p le - BB-1 1 1 1 - ERf�1EQiA B 1 1 t'�D B 5 �A� 1 _Dp 11 — ■ I �/ I I � I STEEL WAIN 5'0 CL(� / A r N s VAUL-Itl>II I S-5 I L-1 INTERM DI E IBONDI BEk 11-4 I II aA Q_ I m I ��� mlkgl ■ I Iu31H IN I I \ � -35Dp ■ INTER IATE B ND B M ]\\.\ TOPp - - _ m DOF TRys�S I T0p`I, I I BB-1 OF 15' 115' so ' a 11 1 BB-1 m 1 BB- L 1 L 1 INTERMEDIATE�OND BE �- 2a1��" ti 2=6" 24' DP FLOOR TRUSSES n'D CLG. 6 0 10'0 CLG. 44'- 24' DP FLOOR TRUSSES 11'0 CLG. GIRDER TRUSS 24' DP FLOOR TRL GIRDER TRi 11'0 CLG COLUMN BB-1 BB-1 L-1 L-1 cylzr ,, r r � � � r rwi � M :r ■ 41 ■110TB ■ ■ ■ ■■ ■ 3- 1. X 11.7 LVL - I I I I 110 >� il�o >a I I 35op s ROOF TRUSS S- BB-1 S-1 G. ID 130 TB _�,50 > -2160p I -350p -12701 — — — — 0 m -1280p _350p LOADING FLOORS 75 PSF ROOF 55 PSF I BEAM SCHEDULE MARK SIZE DEPTH FLANGE SB-1 w 36 X 150 35.9" 12.0' SB_2 W 18 X 130 19.3' 11.2" SB-3 w 18 X 50 18, 7.5' SB-4 W 18 X 35 17.Y 6.0' sg-5 W 18 X 97 12.2" B.8" FLANGE 12' -8 1/2' 7.2 " LEDGER TO TRUSS 8'x 8' L-1 LINTEL 1 p5 VARIES SEE ELEV. L-2 UNTEL" 1 p5 1 p5 VARIES SEE ELEV. BB-1 BONDBEAM1 #'` 1 p5 VARIES Simpson Strong -Tie HETA 0 SEE ELEV. © SIMPSON HTSM20 STRAP B-1 B"x 36' FIRST FLOOR p3 STIRRUPS VARIES CONG BM. 2 p6 2 W 2 p6 0 6' O.C. SEE ELEV. 1 mx1 8'x 12' STIRRUPS VARIES 1 1 7 5 LB S. B-2 CONC. BM. 2 p5 2 15 " 0 6 O.C. SEE ELEV. UPLIFT RB-1 8'x 12' 2 2 N� VARIES RARE CONIC. BM. Oc SEE ELEV. ADD p 5 REBAR FOR VERY ADDITIONAL 6' IN DEPTH OF BEAM 10- 100 % 1 1/2^ TO D OR 4- 1'4' X 1 3/4- TAPCONS TO CONIC BEAM 8F16-1B/1T F=FlLLED WITH GROUT / U=UNFlLLED 0 DESCRIPTION QUANTITY of �5 REBAR AT B" SIMPSON BOTTOM OF LINTEL CAVITY r, H 1OL 1 PLY, gF16-1B/1T B" -955# NOMINAL WIDTH QUANTITY OF p5 J r•.I i•,.a UPLIFT JI REBAR AT TOP " NOMINAL HEIGHT SIMPSON NAILS UPLIFT - s y• I} mmr H70 TRUSSX 11/1' ER LPU FT - 8- BOX 1 1/7 LATERAL = 590 p , 5 10 s ) PLATE L-1 (2)FGTR UPLIFT -9400 LL-2 BB-1 18 SIDS 1/4"x3" (PER ANCHOR) �)� & ],ja'M 5 S-5 s S-5 6 0 6 X 6 WOUD POST B 18' 11" S-5 _14BOp N BALCONY SLAB �3 F N SIMPSON LTA2 ROOF TRUSSES II ti Up"FT VALUE 1420# EQ 5 W 18 X 97 STEEL BEAM O ° - - 24 O.C. o EQ TOP. 13' _ 2 ■ _ ■ 0 �^ a : STEEL C UMN °2xs Plr — — _ 1T-3" •- '- d S- o 3n m -350 a ® O 11bCLG. BB-1 4-1;2XSTITENHDANCHOR JAINI ..O — — -350p EACH SIDE0 Lj BB-1 Simpson Strong- DOUBLE FGTR 24° DP FLOOR TRUSSES o■ 1' SLOPE - o M LL I IPI IF E m II 70�6�(I�FBE WALL 42- HI 18 7 101 N 3 4 _ _ 3- 1.75" X 11.78 LVL BEAM TO L PARALLEL TO WALL GIRDER TRUSS o SIMPSON HUC10 e' DP.a STEEL CO UMN HANGER pd . d 5 X5' 12' O,C. 3 ° TRANSF!IP BARS d s-1 VL TO BEAM CONNECTION 1T-11" a. d o. '°. d 2� 5 SLOPE .. d. a c1115'12° O,C. EACH WAY i ©Simpson Strong Tie DETA20 d add NOTE: THIS PATIO OPEN TO ROOF d a AT 3:12 PITCH d o - # X5' 12° O,C. EACH o d c 41'-10" TR NSFER BARS 215' SLOPE a d.' c 11'A 1B d III 5 X5' 12' CA EACH TRANSFER BARS a B 4 ° SIMPSON HUC10 ISO fB 'd G 4 STEEL CO MN HANGER d. a a a a Z a a a o a o 17'-11' .: B-2 . 2W DP. - ,n .e n ^m ,'P u e m- in _ _ a a u �o I I I 1 1 e i _190 --GIRDER TRUSS_______-- ■ I I I I I I 13- 1.751X 11.781 LVL I I I I ( I I I I 3- 1.i5 x 11.i8 LVL i i I -lsop i 2X66APIT 710 -lsop e . 24° DP FLOOR TRUSSES 4 I I I I 1 1 1 1 1 VAULT J UNG I I VAULT CEILING -19 DIIAIN" 0 1 I I I PQRCM I I I I I II I I _19 a 11'0 CLG. 3 c 1" SLOPE' jm_ 2z1'-1o' RO F TRUS S N 1 T 3" 6 KNE� WALL 42' HI -191 AY iNT SA81 I ro MA Ff,.. I 0 I I 1 1 1 1 _190 36'-n" I I I INTE RMEOoIIATE TIE BEAM 1 5 5 d d5 2'_2, I I I (ABOVE' DOM I I I m I I I I I I _ n a a o a a -190p BEAM S-5 S-5 BON BALWOOOIIN POST m o m m B-1 13'-0' i HANG GIRDE TRUSS D °�' `� g ■ oo/ — — — — — C� -3501 _ r - " 1 1 I I m m , 1 1 m , " 1 1 A TOP 1 1 1 1 I 1 350 2-2 X 8 PT LEDGER I I I \\♦ 20'-0" p y W/ /4' BO TS 16' .0 I 7 I I IN M TAT BOND BEAK -350� I S_5 bottdR 15'.1 1 1 s-5 1 I I 1 LE1 111-4 I I =_ I I 1 1 1 1 1 1 I 1 1\\ I I I I I STEEL COL MN G I _ COT pHI Nqf MNN NOI� R OF TRUSISES I I I I I I ■ \�l _ _ I�p BIB w I I I I I I AM 15'-0 CLG. \ s = s r N I I 1 BB 1 v LTED sES FUTURE S-5 I I i I I 0 m 1 AULT CLG. I I I I I 92 w ELEVATOR m I VAULTS �P B _, I I I I I I R F TRUSSES E I I I I I I I I I_- ^-35 ss m Imp 350 I I I ■ I I /t / I I -35w ROOF TRUSSESI I I I I I I I I /// -354 I e -1 I TEES DIRTJ BON BEA BB- 1 W-4 I 1 I -35w BB-1 BB-1 BB 1 BB-1 Tpp TOP 6 I - I ITO TO TOP TO r 5' .. ,. .. 15' - 15' 15' a I� I I I 1�151 I� ■ -350 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ,d. a BB-1 BB-1 r BB-1 1 BB-1 m L_1 8 1 2 L-1 L-1 L-1 L-1 INTERMEDIATE BOND BEAM wTFRMFDIATF BOND REAM INTERMEDIATE 130� M INTERMEDIATE BOND BEAM 2 �A I1'-4n - 2,11� (3)3/4"THRU BOLTS 3/8" x6"x TRUSS WIDTH +Y"" STEEL TOP > w/ I" FILLET WELD ALL AROUND T.S. COL. STEEL COLUMN -4„ i X 6 0 TLO RS X = M i U � i O, I a j W m j N , FRAMING PLA REVISIONS BY /n OWNER CHANGE 10-24-17 DRAWN BY: CARLOS VHACA P OOPS H WEST POMPANOO BEACH ' FLA. 33060 PHONE:561- 445- 9661 EMAIL: carlosv1Iaca201Gmail.com DATE 34-17 SCALE: 3/16' = r PROJECT NOTO=-CffiPEDES SHEET 1 22 I I I I I I I I I I I I I I I I I I I I I I I I I I I I r,_--_ CONDENSATE ODRYWELL PER DETAIL M-3 7/8" PEFRIGERANT U 3/8" SUCTION LINE 4" GALVANIZED 'IIIIIIII'_'lllllllllllllllllllll'_' IIIIIII'= METAL EXHAUST DUCT IIIIIIIIII���IIII� TO TERMINATE p ,- 1 EAVE. SEE DETAIL O �='IIIIIIIIIIIIIIIIIIIIII'--'Illllllllllllllllllllllllllllllllllllllllllllla ���� V � ���:,IIIIIIIIIIII'='IIIIIIIIIIIIIII)II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �1C "''�� \`�\ � :..�..o����/ jALVANIZE, IEXHAUST DUCT - -TH sa . E _ 4" GAI 'METAL EXHAUST DUCT TO TERMII THROUGH ROD. 01, s _ ® j -----------------L-- L------------- ---------------------------------- COV. ENTRY I V I I I � I L--------------- --J FOYER 4" GALVANIZED METAL EXHAUST DUCT TO TERMINATE THROUGH ROOF OR EAVE. SEE DETAIL VIP GUEST (BATH IT] / / / \\Y NIP GUEST SUITE I I / \ I \ \ I \\ I CONDENSATE DRYWELL PER DETAIL M-3 I -h . E a SUITE LIVING NEW 59" X 25" REMOVED 16'X 10' SLIDER NEW X 25" FIXED GLASS mlmmmmlmmmlmmmlmmmlmm� NEW 1'X10' FIXED GLASS I GENERAL MECHANICAL NOTES 1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR THE INSTALLATION OF A COMPLETE SYSTEM IN ACCORDANCE WITH THESE DRAWINGS, THE APPLICABLE BUILDING CODE AND ALL OTHER APPLICABLE STATE, COUNTY AND LOCALORDINANCES AND THE LATEST ADDITION OF THE FOLLOWING PUBLICATIONS; SMACNA, ASHRAE, NFPA 90A, 908, 91 & ANSI B-9.1 MECHANICAL REFRIGERATION. ALL DUCTWORK SHALL BE FABRICATED, INSTALLED AND SUPPORTED AS PER SMACNA STANDARDS. 2. THE CONTRACTOR SHALL PAY ALL COSTS OF PERMIT, INSPECTIONS AND ALL OTHER COSTS INCIDENTAL TO THE COMPLETION AND TESTING OF THIS WORK. 3. THE CONTRACTOR SHALL VISIT THE SITE AND COORDINATE WORK WITH OTHER TRADES. TO INSURE AN ORDERLY PROGRESS OF THIS WORK. 4. ALL MATERIAL SHALL BE NEW OF GOOD QUALITY. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER BY SKILLED WORKMAN. 5. ALL NON -EXPOSED SUPPLY AND RETURN AIR DUCTWORK SHALL BEMINIMUM R-6 FIELD FABRICATED FIBERBOARD DUCT OR INSULATED ROUND SPIRAL DUCT AS SHOWN. 6. ALL EXHAUST DUCTS AND OUTSIDE AIR DUCTS SHALL BE GALVANIZED SHEET METAL WITH SEALED SEAMS AND JOINTS. 7. DUCT SIZES SHOWN ARE INSIDE DIMENSIONS. 8. ALL AIR DEVICES (DIFFUSERS, REGISTERS AND GRILLES) SHALL BE ALL ALUMINUM CONSTRUCTION WITH EXPOSED SURFACE OFF WHITE BAKED ENAMEL FINISH OR AS SPECIFIED BY ARCHITECT, DEVICES SHALL BE TITUS, METALAIRE, AIRGUIDE. PROVIDE OPPOSED BLADE DAMPERS AT ALL DIFFUSERS AND REGISTERS. 9. THERMOSTAT SHALL BE COMBINATION COOLING/HEATING, WITH SYSTEM "COOL -AUTO -HEAT -OFF" AND FAN "ON -AUTO" SELECTOR SWITCHES. PROVIDE PROGRAMMABLE TYPE THERMOSTAT. * CONTRACTOR SHALL FULLY INSTRUCT OWNER ON HOW TO PROPERLY PROGRAM INSTALLED THERMOSTATS. * PROGRAMMABLE THERMOSTAT SHALL BE BY MANUFACTURER OF INSTALLED AIR HANDLING UNIT. IT IS RECOMMENDED THAT DURING OCCUPIED HOURS, THE FANS BE SET TO "ON" IN LIEU OF "AUTO". 10. PROVIDE NEW FILTERS FOR ALL AIR CONDITIONING EQUIPMENT BEFORE STARTING THEM. REPLACE THEM PRIOR TO FINAL ACCEPTANCE BY OWNER. 11. MECHANICAL PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE, AND ARE TO BE READ IN CONJUNCTION WITH ARCH. PLUMBING, ELECTRICAL AND STRUCTURAL PLANS AND SHALL BE CONSIDERED AS ONE SET OF DOCUMENTS. DUCT AND PIPING OFFSETS, BENDS AND TRANSITIONS WILL BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 12. CONTRACTOR SHALL INSTALL ALL OUTDOOR EQUIPMENT TO WITHSTAND WIND LOADING FORCES AS REQUIRED BY LOCAL CODES. REFER TO STRUCTURAL PLANS BY OTHERS FOR STRUCTURAL DETAILS. 13. PROVIDE ALL NECESSARY CONTRACTORS, RELAYS, ETC., FOR A COMPLETE OPERATING A/C UNIT 14. IF ANY ERRORS, DISCREPANCIES OR OMISSIONS APPEAR IN THE DRAWINGS, SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF SUCH ERROR OR OMISSION. IN THE EVENT OF THE CONTRACTOR FAILING TO GIVE SUCH NOTICE BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK, HE WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS, DISCREPANCIES OR OMISSIONS AND THE COST OF RECTIFYING SAME. PORCH, I I I I --------------------------------------------------------- 9® I I I VEST 16 h x1z KITCHE 2.�.. - BtGALVANIZED TA EXHAUST DUCT TERMINATE H FAMILY ------------ 12,12 GRII.LZ 150cf MARE UP AR .• 10" DUCT ;,,e, gImp" ' .. 12x12 GRILL, TO SOFFIT W/ AUTO DAMPER MECHANICAL PLAN me, = r-0- --------------4- I I I I I I I IIIII�I' i� I I I I I I I ------------------ ----------------- SUY,MER KITCHEN/BBQ �REA I I -pile C0A REVISIONS BY OWNER CHANGE 10-24-17 00 M a Q� o Lo z X Frl FO`� W %1 JO J V aI W laJ � R DON 00 rn �QQao W w a DRAWN BY: CARMS VRACA 1000 S DIXIE HWY. WEST POMPANO BEACH FLA. 33060 PHONE:561- 445- 9661 EMAIL- carlosvilaca203ma➢.com DATE 1+17 SCALE: 3A6' = r-V ROJECT NOTOR& CESPMES r SHEET 1-M1 I DETAIL M-3 3/4- PVC CONDENSATE MECHANICAL PLAN me = r-a' REVISIONS BY CO 6-28-1 N d eY9 0 a I Ln w m Y a Z NW J wcD W OD N co D(D W V j a� U J W Z _ ^ uj O WY W d DRAWN BY: CARI" Vn ACA 1000 S DIXIE HWY. WEST POMPANO BEACH FLA. 33060 PHONE:561- 445- 9661 EMAIL: carlosvilaca2®Gmail.com DATE 3-1-17 SCALE: 3116' = r-0• PROJECT : NOMRM-MPMES SHEET - M 2