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HomeMy WebLinkAboutBuilding PlansDoom CAR��j��yy��1_�1�� �LAWC iN I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIPIGATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OD THE BUILDING GORE AS AMENDED, ADOPTED, AND ENFORCED BY ST. LUGIE COUNTY BUILDING DEPARTMENT. I ALSO CERTIFY THAT THE STRUCTURAL COMPONENTS, SYSTEMS. AND RELATED ELEMENTS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOAD5 AND FORGES SPECIFIED BY THE CURRENT CODE PROVISIONS. I HERBY ACCEPT RESPONSIBILITY FOR THE STR1 TJRAL DESIGN. �PINPAH�M�VM GODS EDITIONS: 2020 FLORIDA EXISTING BUILDING CODE "1 EDITION (RESIDENTIAL) ASGE "1-I& 201'1 N.E.G. Q TYPE OF CONSTRUCTION: TYPE V 1 BUILDING VE516N AS: ENCLOSED BASIC WIND SPEED: WEST OF TURNPIKE ----- EAST OF TURNPIKE_%_ BUILDIN(5CATE&ORY: I _ II X III -IV WIND IMPORTANCE 1.0 FACTOR: INTERNAL PRESSURE .18 COEFFICIENT: &ARA(5E DOOR SEE FLOOR PLAN FOR WIND DE5I6N PRESSURE: PRESSURES WINDOW DE51614 SEE FLOOR PLAN FOR WIND PRESSURE; PRESSURES FOR WINDOWS AND DOORS IN INT. AN VEND ZONES WIND SPEED Ii0 MPH. EXPOSURE: C IMPACT PROTECTION APPROVED SHUTTERS (EXTERIOR OPENIN(93): IMPACT RESISTANT X 6LA55 (MUST BE INDICATED ON PERMIT DOCUMENTS FOR ALL RESIDENTIAL / COMMERCIAL BUILDINGS, ALTERATIONS, AND RENOVATIONS) NOTE: ACTUAL DESI6N PRESSURES FOR ALL EXTERIOR WINDOWS, DOOR, &ARA&E DOORS, AND SIMILAR ENVELOPE ELEMENTS MUST ALSO BE INDIGATEDON CONSTRUCTION PLANS. _- - -_ -_ REMOVE SLIDING REMOVE GLASS DOOR SLIDING AND GLASS TRANSOM AND POOROVER TRANSOM h OVER REMOVE FRENCH DOOR -- � F II ! I F-H �j II I IL------ll II I I REMOVE SLIDING, GLASS DOOR AND TRANSOM OVER -L------- IL REMOVE FRENCH DOORS / TRANSOM MAC IIIREMOVE , WINDOW h u REMOVE WINDOW REMOVE SLIDING &LA55 DOORS AND TRANSOM OVER m I C�IDEMOLITION PLAN ------I i I I I I I I I I I I I I I I I I I I I , I L WINDOW REMOVE DOOR r--� I I r--1 r-1 ., 1 1 1 I l l r L__J L_J LJ jjjjjjjjjjjEr�A DRYWALL ON P X 2" PT a 16" OG. R-5.0 INSUL. --IX4 PT CAULK SILL BLK. WALL lV 1/4" TAPCAN SCREWS AT WOO. ( MIN 2 1/4" EMBED ) CAULK PROVIDE 12" WIDE El EASTIMERIC PAINT (FLASHING) AROUND ALL WINDOWS AND DOORS (INSIDE AND OUT51DW -----STUCCO FIN15H ON GONG. BLK. ID AlMOw JAMB DETAIL C SCALE 5.4" • 1'-0" -DRYWALL ON I' X 2" PT e b' Or,. -A-5.0 INSUL. -i"X4" PT. AULK X WOOD DOOR JAMB f f£ADER ON 2' X 4" Pf BLK'& ANCHOR TO GONG. BLK. W/ 1/4" TAPGON 50REM AT 12" OC. ( MIN. 2 1/4" EMBED. ) DOOR WITH WOOD JAMB. W/ 1 1/2" PAIR OF BUTT HINGES CAULK PROVIDE 12" WIDE ELEASTIMERIG PAINT (FLASHING) AROUND ALL LWINDOWS AND DOORS (INSIDE AND OUTSIDE) -- ----- -ST C,GO FINISH ON GONG. BLK. DOOR JAMB DETAIL STL4r,W FIN. ON CANC. BLOCK 1' X 12" RECESS IN FLOOR SLAB AT ON. DOOR 2" X b" PT. (MIN) .IAMB AND HEADER ANCHORED TO GONG. COLUMN OR BEAM WITH 1/2" X 4' EXPANSION BOLTS WITH WASHERS AT 24' OG. INTO CON-. PREMAKFACTJRED OVERHEAD GARA6E DOOR Is X 4" TRIM CAULK PROVIDE 12" WIDE ELEASTIMERIC PAINT (FLASHING) AROUND ALL WINDOWS AND DOORS (INSIDE AND OUTSIDE) STUCCO FINISH ON CAN-. BLK ® 6ARA6E DOOR DETAIL SCALE 5.4" • 1'-0' SCALE 5/4" • 1'-0" rv'� NEW 116" W. X 62" H. FIXED ZI HIEW 116" W. X 62" H. FIXED IV(IMPACT &LASS) IN VINYL (IMPACT 6LA55) IN VINYL FRAME (95.5 / -44.1 PSF) WITH FRAME (353 / -44.1 F5F) WITH 116" W.X 46" H. FIXED (IMPACT 116" W.X 46" H. FIXED (IMPACT 6LA55) TRAN50M (56.1 / -40.1 &LASS) TRANSOM (361 / -40.1 P5F) ZONE 4 P5F) ZONE 4 EXISTS. COW - BLOCK WALL -- R-5A RID&ID INSUL. ON BLOCK WALL PROVIDE GORRIOATED MTL. BLOCK ANCHORS AT 16" O-. BOTH SIDES OF DOOR H•EW GONG. BLOCK NZA 5TUGC0 FINISH ON GONG. 1%-K.(MATCH EXISTS) ® BLOCK UP OPENING DETAIL SCALE S/4' - 1'-0" m - NEW T2" X 62" HORIZ. ROLLER 2 I (IMPACT &LASS) VINYL WINDOW 11 I (B7.5 / -40.-t P5F) IN EXIST&. OPENING !I ZONE 4 NEW 6'-0" W. X W-O" H. X I%" Q FIBER61-A55 FRENCH DOOR (IMPACT 6LA55) (41.11 / -60.5 PSF) W/ b'-0" W. X 4'-0" H. NEW 5'-0" W. X 8'-0" H. X 1%" FIXED CLASS (IMPACT 6LA55) 11 FIBERGLASS FRENCH DOOR TRAN50M (565 / -46.5 P5F) (IMPACT &LASS) (36.6 / -46.1 ZONE 5 PSF) IN EXISTS. OPENING -ZONE ! 2 ry 4 � I I MTL.Cl THRESH. 11 OVEN m I 15175,�,. ,FI REF. r I I 1 _ I CEO SINK BLOCK UP NSE p EX15T6. b O Q Q WINDOW - TO MATCH STUCCO N - DW 1 NEW 56" W. X 60" H. NEW V-4" W. X 60" K 56" A. X 60" H. EXISTS. _; 2-I" 1 FIXED 6LA55 FIXED 6LA55 FIXED &L TRANSOM _ - SINK W/ TRANSOM (IMPACT TRANSOM (IMPACT (IMPACT 4 IA55) VINYL ! DISP05AL 6LA55) VINYL WINDOW &LA55) VINYL WINDOW WINDOW - (3qb / -4S.0 PSF) (3i.6 / -41.0 P5F) (501.1 / -4 PSF) i1 ZONE 4- I ZONE 4 2 ZONE 4 4 I 2 4 '{ -I -I A -I m M1TL. 'Q IST6. MTI- NEW 40" IZ. ROLLER iv ! NEW 018"' W. X 60" H. HORIZ. WINDOW T ------ ---- 11 ROLLER (IMPACT 6LA55) VINYL TO REMAIN FIXED 6LA55 ( AGT 6LA55) WINDOW VINYL WINDOW (483 / -52b PSF) WITH -W W. OPE / -422 IN EXISTS. 4'-b" 6'-4" '-b' j X 2YVj" H. FIXED GLASS ZONE 5 Q • 1 (IMAPCT GLASS) (555 / -41A) IN -I ! EXI5T6. OPENING NEW 32" W. X Rr:Nr H. X I R Q 8" 8' ZONE 4 (IMPAr LA55 FRENCH DOOR NEW "12" X 60" FIXED NEH 6'-O" W. X V-O" H NEW 5'-0" W. X V-O" H. 56" WJX 60" H. (IMPACT 6LA C,. PEN / -42.1 &LA55 (IMPACT GLASS) X 19/4" FIBER6LA55 X I%" FIBERGLASS FIXED 6LA�5 TRANSOM PSFJ IN EXIST6. OPENING -ZONE VINYL WINDOW FRENCH DOOR (IMPACT FRENCH DOOR (IMPACT (IMPACT 64A55J VINYL (3T.3 / -40.1 PSFJ IN 6LA55) (4i.q / -603 6LA55) (36b / -40.0 WINDOW EXISTS. OPENING PSFJ IN EXISTS. OPENING P5F) IN EXIST6. OPENING (3qb / -43 PSF) F ZONE 4 -ZONE 4 -ZONE 4 ZONE 3 -1 ----- FIXED GLASS TRANSOM (IMPACT 41 6LA55) VINYL WINDOW ZONE 4& I I I I IP NEW 6-0" W. X T-0" I H. I !' OVERHEAD DOOR I I - p (56.6 / -42.0 PSF) IN I I I! EX15T6. OPENING I I!I ZONE 4 Q L1=j !I NEW 46 1/2" X 62" FIXED 6LA55 (IMPACT 6LA55) VINYL WINDOW (55.4 / -41.5 PSF) IN EXISTS,. OPENING ZONE 4 11 11 II 11 NEW I8-O" W. X T-0" H. Q OVERHEAD DOOR ! (53.01 / -3'13 PSF) IN EXIST&. OPENING 101 NEW 5'-0" W. X 6'-8" H. NEW T4" X 62" HORIZ. NEW T4" X 62" HORIZ. EXISTS. X 13/4" FIBER6LA55 ROLLER (IMPACT ROLLER (IMPACT WINDOW FRENCH DOOR (IMPACT &LA55) VINYL WINDOW 6LA55) VINYL WINDOW TO REMAIN 6LA55) (38.4 / -41A (3'1.1 / -40.5 P5F) IN (51.1 / -40.5 PSFJ IN PSF) IN EXIST6. EXI5T&. OPENING EXIST6. OPENING OPENING -ZONE 5 ZONE REVISED FLOOR PLAN NEW 32" X 62" FIXED 6LA55 (IMPACT 6LA55) VINYL WINDOW (41.4 / -42.6 P5F) IN EXIST6. OPENING Q ZONE 4 _I NEW 32" X 62" FIXED &LA55 (IMPACT 6LA55) VINYL WINDOW (4-1.4 / -42b P5F) IN EXISTS. OPENING ZONE 5 h I I I I I I ice_ REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY IBOCC 3 4tECENED APR 2 8 2021 Parmtting DePartment St. Lucia Coult/ CSARY POLL ARCHITECTURE AND PLANNING 16 SOUTH RIVER ROAD SEAALLS POINT, FL. 34ggb OFF I GE: 'ii2-223-I'!55 O _A L z w Q lU Y LU lU 1U tt} CD IL LIJJ O lu 1U (5 Q 7 O Zn z m Ct K 1- OpAm my �WGF BY N&F VAOM FEB. 10, 2021 AS NOTED JOB NO. 21 �I AFRIL 8, 2021 BLDG. DEFT. COMM. Q AFRIL 28, 2021 BLDG. DEFT. COMM. NEW 52" X 62" FIXED 6LA55 (IMPACT 6LA55) VINYL WINDOW B XIST6-40PEE'N N6) IN D FILE COPY ZONE 5 1 I ® IU SCALE: 115" = 1'-0" NEW OR DOOR IN EXIST&. OPENINO- WE FLOOR PLAN FOR SIZE AND WIND PRESSURES NE 4 FIXED VINYL TF NSOM w1NDO (I ACT &LASS) FLOOR PLA PC SIZE AND WI V PRESSURES NEW FIXI v VINYL NEW FI VINYL EXISTS. DOORS TO WINDOW MPAOT WINDO (IMPACT REMAI GLASS) SEE &LA - SEE FLOOR AN FOR FLOOr PLAN FOR SIZE AN I WIND PRESSUF ES SIZE A 417 WIND PRESS VZ5 NEW FIXED N INYL NEW FIXED VINYL TRANSOM A14DON TRANSOM WINDOW (IMPACT (5 )_ - SEE FLOOR LAN SEE FLOOR PLAN FOR SIZE At P FOR SIZE AND WIND PRE ------ HIND PRESSURES FIXED VINYi NEW FIXED IV NYL W NOON (IMPAC7 NEW I LA55 WINDOW (IMP VIT & )- SEE OOR IN &LASS)- 5M FI OOR PLAN PX15145. 2PENINS, FLOOR PLA FOR 511 EEAND WIND (I MPA C r &LASS) SIZE AND All 12 SEE fLOM PLAN PRESSURES FORSIZEAND WIND 55URE5 ELEVATION B NEW FIX® NI 4 FIBER wINDOw OMP T IN SLAW- SEE IFlIETS.OfINS, FLOOR PLAN EXISTS. (11 kCT b ) SIZE AND WI WINDOW TO 51 FLOOf t PLAN PRESSURES - REMAIN rd SIZEANP W 5GALE: 1/4"= I'-O" SCALE: 1/4"= 1'-0" ------------------------------------------- -------------------- 7 ---- 7 ------ >_ -------------------- NEw STUGGO FIN. ON NEW CONC. VINYL. BLOCK INFILL FIXED OMPACT) &LASS TRANSOM j BLOCK UP EXISTS. KITGNEN WINDOW - FI 913MCASS FLOOR PLAN DOI AND DETAILS 0 r NEVI STUGGO FIN. ON NEW COW — NEW VINYL FIXED OMPACT) &LASS WINDOW IN EXISTS. OPENIN& NEW ON. DOOR IN EXISTS. OPENING- SEE FOR 511E AND. WIND PRESSES REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY SCALE: 1/4"= I'-0" SPAY ( 1— ® LL ARCH I TEGTURE AND FLANN I NG I(D SOUTH RIVER ROAD SEWALLS POINT, FL. 34Ga6 OFFICE: lv 7-72-225-1 `\ ✓i/i�411" By WGF 0 BY N&F pAklm FEB. 10, 2021 AyyS-��NOTED W P NO. 21 ILmMISIc*4& AIIIIII=II2 2OF6 I ELEVATION D ELEVATION E EXIST6. COL. TO REMAIN NEW 5T0000 FIN. ONNMW_CQNG•______ ________ _________________4 1__ BLACK INFILL ELEVATION F 50ALE: 1/4" = I'-011 50ALE: 1/4" = 1'-0" uo EXI5T6. WINDOW TO REMAIN ELEVATION G tE=N FIXED VINYL WINDOW (IMPACT 6LA55)- SEE FLOOR PLAN FOR SIZE AND WIND PRESSES NEW FIXED VINYL WINDOW (IMPACT 6LA55)- SEE FLOOR PLAN FOR 51ZE AND WIND PRESSURES mill EXIST& REMAIN r 1•�c. REVIEWED 1-� CODE COMPLIA ST. LUCIE COUI ROCC GARY 1POYeLL AROH I TEOTURE AND PLANNING I& SOUTH RIVER ROAD 5EWALL5 POINT, FL. 34996 OFFICE: N '7'12-223-1i55 AL 0w z to d z w T Y ff ^^ as V l � O z w Olu Q w O z � Q >Y IPRMM BY 1NGP CoHIMACIM BY IWGP PAM EEB. 10, 2021 e A5NOTED Joe No. 21 1RL" I- 1 50ALE: 1/4" = 1'-0" ■ EXIST6. ROOF TO M PROVIDE STRAP AN EACH TRU55 TO BEf / BM. CONNECTION TOP OF BM. EXIST6. GONG. BM. REMAIN SLOPE STUCCO 51L EXIST6. GONG. BM. REMAIN SLOPE 5TUC MIN. 4' CONC CONT. STUCCO ON BLOCK EXIST6. f ir----- EX15T6- REMAIN SECTION I SO: 5/4" = 1'-0" EXISTS'. ROOF TRUSSES AT 24" OC. PROVIDE STRAP ANCHOR EACH TRUSS TO NEW S'LUE LAM BEAM- SEE ROOF FRAMING PLAN FOR SIZE NEW SLUE LAM EN6INEERED WOOD BEAM SECTION 2 XIST6. CEILING FINISH - PATCH AND REPAIR AS REQUIRED NEW STEEL COLUMN AT EACH END OF NEW GLUE LAM BEAM- SEE FOUNDATION PLAN SHEET 5-1 FOR SIZE AND REINF. NEW GONG. FOOTING AT EACH END OF NEW GLUE LAM BEAM- SEE FOUNDATION PLAN SHEET 5-1 FOR SIZE AND REINF. REVIEWED FOR CODE COMPLIANCE' ST. LUCIE COUNTY BOCC SO: 5/4" = 1'-0" GARY POINELL ARCHITECTURE AND FLANN I N6 Ib SOUTH RIVER ROAD SEWALL5 POINT, FL. 5419b nFFIGF. B WSF 0150 'D OK W6F IDA72 FEB. 10, 2021 scota A5 NOTED im NO. 21 A-4 1/2" 5TL. PLATE ASSEMBLY II NEW GLUE LAM LVL BEAM- SEE SHEET 5-1 ROOF FRAMING PLAN �----------------- BOTT. OF EX15T57 ROOF TRUSSES j" BASE PLATE SETA I L NEW 4" GONG. SLAB W/ 6 X b 10/10 WWM OVER VAPOR BARRIOR OVER TERMITE TREATED AND WELL COMPACTED SOIL 5/4" X 10" X 10" 5TL. BASE PLATE W/ (4) 5/4" EPDXY BOLTS (MIN. 5" EMBED) IN-rn F/'f/'fTltJ/ AT WJ-r-A Y 4 EI H (b) J" A50'7 THI;4U BOLTS EACH 2" X 6" VERT. MEMBER 4' __--------------- (V 5TL. COL. - 5EE 57RUONRAL FOR COL. 51ZE 1/2" STL. FLA' ASSEMBLY NEW GLUE LAM — LVL BEAM- SEE SHEET 5-1 ROOF = FRAMING PLAN �BOTT. OF EX15TG. ROOF TRU55ES I" BASE PLATE STEEL COL. - SEE PLAN FOR SIZE AND LOCATION PREFORMED RECESS IN CONCRETE SLAB (MAX. 4") U FILL 50LID BELOW PLAT WITH 5000 P51 NON SHRINK GROUT PRIOR TO LOADING COLUMN.-5EE SCHEDULE FOR STEEL BASE PLATE AND BOLT SIZE CONCRETE FOOTING - SEE PLAN FOR SIZE AND LOCATION 5.1 511 6,, (6) J" A50"I THRU BOLTS 4' in )'2" 5TL. PLATE EACH SIDE OF LVL BM. in 11 SCALE: 5/4"= I'-O" STRAP ANCHOR SIGHEDULE ALLOW UP MAR< MODEL NO. FASTENERS LIFT TS-22 (a) D -1215 LB. (5) 5%6" X 4" TAP CON SCREWS 2 ALL STRAP ANCHORS NOTED ARE MRGR BY SIMPSON STRONG. TIE ALL STUD BEARING WALLS: SP-8 N (6) IOD X 1 Y2" EACH STUD TO PLATE CONNECTION TOP AND BOTT. OF EACH STUD \1\ro:mi VERIFY ROUGH OPENING FOR DOORS 4 WINDOWS W/ MFGR PRIOR CONSTRUCTION. �01 UMN S�HI�)ULE : Q■ 3Y2" X 5Y2" X 5/5" STEEL COLUMN 50ALE: 1/5" = 1'-0" ROD FOOTING SC.HEl:;)UL ® 5'-011 X 5'-011 X 16" GONG. FOOTING VV 8 #5 EACH WAY BOTT SOIL BEARING 5TATEMEMT: I. FOOTINGS WERE DESIGNED FOR A SOIL BEARING CAPACITY OF 2500 FSF. 2. GENERAL CONTRACTOR SHALL VERIFY SOIL BEARING CAPACITY PRIOR TO CONSTRUCTION. PROVIDE SOIL BEARING TESTS SIGN AND SEALED BY A STATE OF FLORIDA REGISTERED ENGINEER TO ARCHITECT FOR REVIEW PRIOR TO Oj CONSTRUCTION. PER SITE INSPECTION AND =ANALY515)ILITHE SOIL WILL SUPPORT THBEARING PRESSURE OF 25 SCALE: 1/4" = I'-0" I) STRUCTURAL NOTES, A. STRUCTURAL DRAWINGS SHALL BE Y40RKM TOGETHER WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS TO vIBRIFY DIMEN5ION5, LOCATIONS OF DEPRESSED SLABS, SLOPR'S, DRAINS, OUTLETS, RECESSES, REGLEETS, BOLT SETTINGS, SLEEVES, ETC. DISCREPANCE5 SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK B. ALL 5TRUCTURAL OPENINGS AROUND OR AFFECTED BY MECHANICAL, ELECTRICAL OR PLUMBING EQUIPTMENT SHALL BE VERIFIED WITH EQUIPTMENT PURCHASED BEFORE PROCEEDING WITH STRUCTURAL WORK AFFECTED. CONTRACTOR SHALL SUBMIT TO THE STRUCTURAL ENGINEER FOR APPROVAL A DRAWING DETAILING THE OPENIN65, LOCATIONS AND SIZE PRIOR TO CONSTRUCTION. NO PENETRATIONS OF ANY STRUCTURAL MEMBER NOT SHOMW ON THE STRUCTURAL PRANIN95 WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. C. ALL WORK TO BE PREFORMED IN ACCORDANCE NTH ALL STATE, COUNTY, AND OR MUNICIPAL CODES AND ORDINANCES. D. CONTRACTOR SHALL OBTAIN THE LATEST SET OF DRAWINGS INCLUDING ANY REVISIONS BEFORE STARTING CONSTRUCTIONS. E. ALL DETAILS, SECTIONS AND NOTES SHOMN ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEY4HERE UNLESS NOTED OR SHOWN. F. COMPUTED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. G. WHEN SPECIFICATIONS AND GENERAL NOTES DISAGREE, GENERAL NOTES SHALL TAKE PRECEDENCE. 2) ELEVATIONS. A. SEE PLANS FOR FINISH FLOOR ELEVATIONS, FOOTING, COLUMN AND BEAM I HEIGHTS. 3) CONCRETE, A. COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS FG= 3,000 PSI. B. TEST: A MINIMUM OF 5 CONCRETE 5PECIMAN5 SHALL BE TAKEN FROM EACH 50 CU. YD. OR PORTION THEREOF. 5PECIMAN5 SHALL BE TESTED ACCORDING TO ASTM A-3R, ONE AT 5, ONE AT'lAJO 5 AT 28 DAYS. C. REINFORCING COVER: CONCRETE DEPOSITED AGAINST THE GROUND...............................5" FORMED CONCRETE AGAINST THE GROUND....................................2' BEAMS AND COLUMNS..................................................................................1 1/2" SLABS..................................................................................................................8/4" SLABS ON GROUND (BOTTOM) ................................................................1" R/T SLA55 EXPOSED EXPOSED TO MEATHER................................I" 4) SLAB ON FILL, PLACED IN ACCORDANCE WITH ACI 502 A. VAPOR SARKIOR, WATERPROOF MEMBRANES (OVERLAPPED 6" AT JOINTS) WITH PERMEANCE OF LEFTS THAN OB PERMS IN ACCORDANCE WITH ASTM E-46 SHALL BE PROVIDED UNDER INTERIOR SLABS. B. IN ER@ NO VAPOR BARRIOR IS USED THE 5U5SRADE MUST BE DAMPED WITH WATER IN ADVANCE OF CONCRETING. NO FREE WATER STANDING ON THE SOIL NOR ANY MUDDY OR SOFT SPOT 15 PERMITTED. C. ANY STRUCTURAL MEMBER PENETRATING SLABS ON FILL 15 TO BE ISOLATED WITH 1 1/2' THICK PRE -MOLDED JOINT FILLER COMPLYING WITH ASTM D-1'152, TYPE. D. FINISHING, NO PREMATURE FINISHING SHALL BE ALLOYED. IMMEDIAT_Y FOLLOWING FLOATING TROMELIN S WITH STEEL TRONEL5 SHOULD BE COMMENCED IF REQUIRED, BROOMING SHALL BE DOPE AFTER THE STEEL TR%-ELING OPERATION. BUILDING .....................STEEL TROYEL FINISH OUTSIDE SLABS....... BROOM FINISH 5) REINFORCING STEEL, A. REINFORCING BARS C40WORINO TO ASTM A-6I5 GRADE 60, INCLUDING COLUMN APED BEAM TIES. B. MELDED WIRE FABRIC CONFORMING TO ASTM A-165 AND SUPPORTED ON SLAB BOLSTERS SPACED AT 5'-0"OC. G. FABRICATION AND DETAILING ACCORDING TO ACI-5I5. D. ALL ACCESSORIES TO HAVE UPTURNED LEGS AND BE PLASTIC DIPPED AFTER FABRICATION. 6) MASONRY WALLS: A. BEARING MASONRY SHOYN IN PLAN SHALL BE ERECTED PRIOR TO THE STRUCTURE ABOVE BEING POURED. B. NON -BEARING MA50NRY 5HOFN O IN PLAN SHALL BE ERECTED AFTER THE CONCRETE STRUCTURE 15 POURED AND ALL SHORING HAS BEEN REMOVED. HOLD CLEAR OF OVERHEAD CONCRETE UNTIL ANTICIPATED DEFLECTION HAS OCCLRED. C. MORTOR: CONFORMING TO ASTM C-210, TYPE "M"(2500 PSIJ D. CONCRETE LINTEL5, OPENINGS UP TO 4'-0" 8" X 4" WITH 2 . 4 OPENINGS UP TO 8'-0' 8' X 4' WITH 2 . 4 TOP AND BOTT. E. PROVIDE DOVETAIL ANCHORS AT INTERSECTION OF NON -BEARING MASONRY WITH STRUCTURAL CONCRETE COLUMNS AND WALL5. T) GENERAL BEAM SCHEDULE NOTES. A. SCHEDULE HOOPS OR STIRRUPS SHALL Be PLACED AT EACH END OF BEAM NOTED OTHERWISE. B. BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORT WITH TOP BAR FROM ADJACENT BEAM. C. ALL CONCRETE BEAMS OTHER THAN TH OM W1TH THE PREFIX TO SHALL BE POURED PRIOR TO PLACIN4 THE BLOCK BELOW. D. ALL THE BEAM REINFORCING SHALL BE CONTINJOU5 THRU BEAMS ONLY. E. ALL THE BEAM TOP REINFORCINS SHALL EXTEND INTO SPAN OF ANY ADJACENT 5TRUCTURAL BEAM AS PER BENDING DIAGRAM. F. DROP BOTT. OF BEAM5 AS REQUIRED AT WNDOW AND DOOR HEADS (28' MAX.) AND ADD 2 . 5 BARS BOTT. IF DROP EXCEEDS W. G. THE BEAM SCHEDULED DEPTHS ARE MINIMUMS AND MAY BE INCREASED (8" MAXIMUM TO FIT BLOCK WORK). H. ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND 8" MINIMUM INTO SUPPORTS UNLESS OTHERWISE NOTED. I. PROVIDE 2 . 5 CORNER BARS AT ALL BEAM INTERSECTIONS (SO" LEGS MINIMUH ) 8) TIMBER, A. ALL TIMBER TO HAVE A MINIMUM STRESS GRADE F= 1,200 PSI AND E=Ia00p00 PSI. B. ALL ROOF ELEMENTS TO BE SECURED TO BEAM OR OTHER STRUCTURAL ELEMENTS WITH HURRICANE STRAP'. C. TRUSSS MANUFACTURER TO SUBMIT SHOP DRAWINGS SIGNED AND SEALED BY A FLORIDA ENGINEER REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC 6ARY POINEL.L ARCHITECTURE AND PLANNING 1160 SOUTH RIVER ROAD 5EWALLS POINT, FL. 349g6 OFFICE: 1-12-223-1155 Lu � d Q ED IL z O iD Q O r z DRAM BY /WGP BY WGP PAIN FEB. 10, 2021 AS NOTED .m NO. 21 RLMSIONb� Al APRIL 8, 2021 BLDG. DEFT. COMM. S- I 5 OF 6? r ELECTRICAL SYMBOLS xCL6 FAN 1 "X4" (2 TUBE) FLUORESENT LIGHT GL6 MTD ® RECESSED LIGHT O5 SURFACE MOUNTED LIGHT EXHAUST FAN / LIGHT d7 AALL MOUNTED LIGHT 110 V DUPLEX OUTLET QUAD 110 V OUTLET IIOV DUPLEX OUT. GROUND FAULT PROTECTED ® SPECIAL PURPOSE OUTLET 5AITCH ® EXHAUST FAN TELEVISION OUTLET , CTV -a TELEPHONE OUTLET ® ELEG PANEL '0' FLOOD L6T. ©p IIOV SMOKE DETECTOR W/ BATT BACKUP REGON SINK S, LOCAT EXI5T6 (FIELD ELECTRICAL SPECIFICATIONS I DRAAIN65 ARE DIA&RAMMATIG AND SHALL NOT BE SCALED REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS REQUIRED FOR A COMPLETE AND ACCEPTABLE WORKING INSTALLATION 2 ALL AORK SHALL COMPLY WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND SHALL COMPLY WITH ALL LOCAL RULES AND ORDINANCES HAVING JURISDICTION. 3 MINIMUM AIRE SIZE SHALL BE # 12 AW6. UNLESS OTHERWISE NOTED. ALL CONDUCTORS SHALL BE COPPER WITH THAN OR THHN INSULATION. 4 ALL MATERIAL SHALL BE NEW AND BEAR THE UNDERWRITES LABLE (U.LJ WHERE APPLICABLE. 5 THE ELECTRICAL SYSTEM SHALL BE COMPLETELY AND EFFECTIVELY &ROUNDED AS REQUIRED IN ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE. 6 THE ELECTRICAL TELEPHONE AND GABLE TELEVISION INSTALLATIONS SHALL MEET ALL REQUIREMENTS BY THE LOCAL UTILITY COMPANIES. f ALL 1215GONNECT 5AITGHE5 SHALL BE RATED FOR 100,000 A.I.G. UNLESS OTHERWISE NOTED. ALL FUSES SHALL BE RATED FOR 200POO A.I.G. AND SHALL BE CURRENT LIMITING. 8 ALL ELECTRICAL 5WITCH6EAR SHALL BE BY SQUARE D. ITE. OR CHALLENGER. SUBSTITUTES MUST BE APPROVED BY THE ENGINEER. 9 OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS. PLASTIC, BOXES MAY BE USED IN LIEU OF THE STEEL BOX AHERE PERMITTED BY LOCAL CODES. IN DAMP OR NET LOCATIONS BOXES SHALL BE MADE FROM CAST ALLOY WITH THREADED HUBS. SPECIAL ENCLOSURES ARE REQUIRED FOR OTHER CLASSIFIED AREAS. 10 SEPARATE AIRE AND CONDUIT SYSTEM MAY BE SUBSTITUTED WITH FACTORY FABRICATED ASSEMBLY OF INSULATED CONDUCTORS IN A FLEXIBLE METALLIC ENCLOSURE WHERE PERMITTED BY LOCAL CODES. II MOTOR STARTERS SHALL BE MANUAL OR MA6NETIG WITH OVERLOAD RELAYS IN EACH HOT LL E&..0 E IT SHALL BE THE ELECTRICAL CONTRACTOR TO PROVIDE ALL STARTERS AHRE 712 RNIZEP SHH AND INSTALL DISCONNECT SWITCHES OVER CURRENT PROTECTION, AND WIRING FOR THE AIR CONDITIONING SYSTEM AS PER MANUFACTURER RECOMMENDATIONS. CONTROLS ARE TO BE SUPPLIED BY THE AIR CONDITIONING CONTRACTOR AND CONNECTED BY THE ELECTRICAL CONTRACTOR. 13 ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST GLASS WORKMANLIKE MANNER. THE COMPLETE SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTED BY THE ENGINEER OR ARCHITECT. 14 ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PR06RE55 OF CONSTRUCTION. 15 THE ELECTRICAL CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LE55 THAN (1) ONE YEAR FROM THE DATE OF ACCEPTANCE. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHITGH MAY HAVE BEEN DAMA6ED THEREBY. 16 ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION A&AIN5T PUBLIC LIABILITY OR PROPERTY DAMAGE FOR THE DURATION OF THE AORK. (DREV15ED FLUMBIN& PLAN. 2' STUPOR VENT SINK PV DISPOS GO 9' VTR 2" :19:6. 2" SINK VY VTR, DISPOSAL _. 1 ELEC,TRICAL NOTES: I. ELECTRICAL CONTRACTOR SHALL VERIFY ALL EXIST6. CONDITIONS PRIOR TO STARTING AORK AND REPORT ANY DISCREPANCIES TO ARCHITECT 2 ELECTRICAL CONTRACTOR SHALL VERIFY ALL EQUIFTMENT LOADS AND BREAKER REQUIREMENTS W/MANUFACTURE SPECIFICATIONS AND REPORT ANY DI5GREFANCIE5 TO ARCHITECT PRIOR TO CONSTRUGTUON. 3 ALL BEDROOM / LIVING AREA CIRCUITS 5HA BE ARC FAULT PROTECTED (N.E.C. 210.12(B) 4. ALL LIVING AREA REGEPTICLES SHALL BE TAMPER RESISTANT TYPE (N.E.G. 210.52) 5 ' ELECTRICAL 15 EXISTS. BEING RELOCATED - CONNECT ALL ELECTRICAL TO EXISTS. GIRO EXISTS. PANEL NOTE: ALL CIRCUITS IN ALL LIVING AREAS SHALL BE ARC FAULT PROTECTED AND TAMPERPROOF EXISTS. SANITARY LINE TO EX15T6. SANITARY SYSTEM SANITARY RISER NTS. PLUMBING NOTFS: I. PROVIDE RATER -HAMMER ARRESTORS ON ALL QUICK GLOSIN& VALVES. PER F.B.G. 2905.5 / MF&R. SPECS. 2. PROVIDE A RATER HEATER RELIEF VALVE 7 PIPING TO EXTERIOR GREEN AREA. 3. PROVIDE AN APPROVED DEVICE FOR THERMAL EXPANSION CONTROL ON ON ALL ELECTRIC RATER HEATERS (5TORA&E RATER HEATING EQUIPTMENT). PER F.B.G. 2g03.4. SCALE: 1/4" = 1'-0" 6ARY POYV LL ARCHITECTURE AND PLANN I NS 16 SOUTH RIVER ROAD 5EWALLS POINT, FL. 34gg6 OFFICE: 772-223-I rJ 0 H z w y- W v J Q IU Z UJ 2 FU- tu «n ik X W K Q 24 n• V 0 opwom By W6P G 4011 I, BY A6P DAM FEB. 10, 2021 AS NOTED •IM NO. 21 1lMSIONO• &0F6