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Home My WebLink AboutCONSTRUCTION PLANSTRUCTURAL DESIGN STATEMENT PREPARED FOR: TH❑MAS DRElER I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTIONS OF THE BUILDING CODES. I ALSO CERTIFY THAT THE STRUCTURAL COMPONENTS, SYSTEMS, & RELATED ELEMENTS PROVIDE ADEQUATE RESISTANCE TO WIND LOADS AND FORCES SPECIFIED BY THE CODES LISTED BELOW. DESIGN PARAMETERS & ASSUMPTIONS CODE EDITION: ■ FLORIDA BUILDING CODE 2020, 7TH EDITION ■ ASCE 7-16 (EXPOSURE CONDITION): C CONSTRUCTION TYPE: VB OCCUPANCY CLASSIFICATION: R-3 BUILDING DESIGNED AS: ❑ PARTIALLY ENCLOSED ■ ENCLOSED ❑ OPEN ❑ TESTED (WIND TUNNEL) BUILDING HEIGHT: ■ <_ 60 FT. ASCE 7. ❑ > 60 FT. MUST USE ASCE 7. MEAN ROOF HEIGHT: 20 FT. FOR LOW RISE BUILDING WITH SLOPED ROOFS. RISK FACTOR: I I DETERMINED BUILDING USE/ OCCUPANCY, REFER TO ASCE 7 TABLE 1.5-1. INTERNAL PRESSURE COEFFICIENT: +/-0.18 ENCLOSED BUILDING. BASIC WIND VELOCITY PRESSURES: APPROPRIATE POSITIVE/ NEGATIVE PRESSURE COEFFICIENTS HAVE BEEN APPLIED TO MAIN WIND FORCE RESISTING SYSTEM, AND BUILDING ENVELOPE COMPONENTS AND CLADDING, AS APPLICABLE: WIND SPEED (3 SEC.GUST): 160 MPH NOTE:ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS AND SIMILAR ENVELOPE ELEMENTS ARE INDICATED ON CONSTRUCTION PLANS. e e a 0 GENERAL NOTES 1. DO NOT SCALE THESE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. THE CONTRACTOR SHALL REVIEW THESE DRAWINGS IN THEIR ENTIRETY BEFORE COMMENCING CONSTRUCTION AND SHALL ACCEPT FULL RESPONSIBILI1FY FOR ANY ERRORS OR OMISSIONS NOT REPORTED IMMEDIATELY IN WRITING TO THE WHOLE HOUSE ENGINEERING, LLC. BACK CHARGES WILL NOT BE ACCEPTED. 2. THE GENERAL CONTRACTOR SHALL VERIFY THE BUILDING POSITION WITHIN THIE SETBACK LINES PRIOR TO COMMENCING CONSTRUCTION. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIARIZED WITH ALL EXISTING CONDITIONS AS THEY ARE NOT NECESSARILY SHOWN ON THESE DRAWINGS. 4. GENERAL CONTRACTOR SHALL BE: RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL FLOOR, ROOF, AND WALL OPENINGS AND PENETRATIONS. 5. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO COORDINATE THE WORK OF ALL TRADES, DETERMINE: ERECTION PROCEDURE, AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING, ITS COMPONENTS, AND TRADE BASE DURING CONSTRUCTION. 6. ALL DETAILS AND SECTIONS SHOWN ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR CONDITION ELSEWHERE IN THE WORK EXCEPT'WHERE A DIFFERENT DETAIL AND OR SECTION IS SHOWN. 7. BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. 8. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO PROVIDE ALL NECESSARY SHOP DRAWINGS, WINDOWS, DOORS, ETC. TO WHOLE HOUSE ENGINEERING, LLC FOR REVIEW AND APPROVAL. 9. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. 10.THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF WHOLE HOUSE ENGINEERING, LLC., AND SHALL NOT BE USED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING, LLC. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING AND TRADE PERMITS AND FOR THEEIR RESPECTIVE COSTS. 12.THESE DRAWINGS ARE DIAGRAMMATICAL AND ARE INTENDED TO SHOW DESIGN INTENT ONLY. THEY DO NOT SHOW EVERY MINOR DETAIL OF CONSTRUCTION. ALL TRADES ARE RESPONSIBLE FOR FURNISHING COMPLETE BUILDING SYSTEMS AND ALL ITEMS THAT WOULD NORMALLY BE: CONSIDERED INCIDENTAL TO THEIR INSTALLATION. FLOOR PLAN NOTES 1. SAFETY GLAZING. ALL GLAZING IN SLIDING AND SWINGING DOORS, INCLUDING SHOWER AND TUB ENCLOSURES, TO BE SAFETY GLAZED AS PER FBC 2406A & R308.4. ALL GLAZING IN ANY HAZARDOUS LOCATION OF A BUILDING WITH STILL LESS THAN 60" A.F.F. SHALL BE SAFETY GLAZED AS PER FBC 2406.4 (5) & R308.4 (2) ALL GLAZING WITHIN 24' OF AND PARALLEL TO A DOOR SHALL BE TEMPERED. 2. FIRE BLOCKING. PROVIDE FIRE BLOCKING AT ALL CONCEALED SPACES. 3. SHUTTERS. STORM SHUTTERS WITH AN ACCEPTED PRODUCT APPROVAL SHALL BE PROVIDED AT ALL OPENINGS EXCEPT THOSE PROTECTED BY APPROVED IMPACT RESISTANT DOORS AND WINDOWS. 4. ROUGH OPENINGS. VERIFY ALL ROUGH OPENING AND MASONRY OPENING SIZES WITH MANUFACTURER'S PRODUCT SPECIFICATIONS. 5. EGRESS WINDOWS. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. EGRESS WINDOWS SHALL HAVE A MINIMUM NET OPENING OF 24" HIGH, 20" WIDE, AND MIN. NET AREA OF 5.7 S.F. FOR 2ND FLOOR WINDOWS AND 5.0 S.F. FOR 1ST FLOOR WINDOWS. THE SILL HEIGHT SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR, LATCH AT 54" A.F.F. MAX.. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.F. AND MORE THAN 72" ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 OF THE F.R.C. 6. BATHTUB AND SHOWER SPACES. BATHTUB & SHOWER FLOORS & WALLS ABOVE BATH TUBS WITH INSTALLED SHOWER HEADS & IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH AN IMPERVIOUS, NON -CORROSIVE, NON -ABSORBENT & WATERPROOF MATERIAL. MOISTURE RESISTANT BACKING BOARD REQUIRED UNDER IMPERVIOUS WALL AREAS IN BATH TUB & SHOWER SPACES. SUCH WALL SURFACES SHALL EXTEND NOT LESS THAN 6-0" ABOVE THE ROOM FLOOR LEVEL. 7. BACKING FOR CABINETS. PROVIDE 2X4 MINIMUM HORIZONTAL BACKING IN KITCHEN W/ TOP @ 35" A.F.F. & TOP @ 8'-0" A.F.F. & IN BATHROOM VANITY AREAS W/ TOP @ 30" A.F.F. OR AS REQUIRED FOR CABINET ATTACHMENT. 8. WOOD FRAME WALLS. WOOD FRAME WALLS AND HEADERS ARE DESIGNED USING RATIONAL ANALYSIS. FRAMING PLAN NOTES 1. THE ROOF FRAMING PLAN SHOWS LOCATION & DIRECTION OF ALL ROOF MEMBERS (TRUSSES AND GIRDERS). FOR INDIVIDUAL TRUSSES, SEE LAYOUT & ENGINEERING SHEETS BY TRUSS MANUFACTURER. 2. ALL CONCRETE BEAMS TO BE A MINIMUM OF 8" X 12" WITH (2) #5 BARS TOP & (2) #5 BARS BOTTOM UNLESS NOTED OTHERWISE ON PLANS. 3. AT ALL POURED CONCRETE BEAM AND BOND BEAM INTERSECTIONS, EXTEND BOND BEAM STEEL 30" INTO POURED BEAMS. 4. ANY OF THE SPECIFICALLY NOTED BEAMS MAY BE BUILT UP TO 1" SMALLER OR 2" LARGER WITHOUT ANY CHANGE OF REQUIRED STEEL. 5. STIRRUPS NOT REQUIRED UNLESS NOTED OTHERWISE. 6. ALL HEADERS & WOOD BEAMS TO BE (2) 2"X12" HEM -FIR #2 UNLESS NOTED OTHERWISE ON PLAN. 7. #2 S.Y.P. MAY BE SUBSTITUTED ANYWHERE HEM -FIR IS SPECIFIED. 8. PROVIDE FILLED CELLS @ MINIMUM 6" ABOVE & 6" BELOW ALL EXPANSION BOLT LOCATIONS IN C.B.S. WALLS (TYPICAL). 9. SPACE FLOOR TRUSSES ACCORDINGLY TO AVOID CONFLICT W/ PLUMBING FIXTURE DRAINS ABOVE. COORDINATE W/ ARCHITECTURAL PLANS. 10.ANY WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 0 REVIEWED FOR, CODE COMPLIANCE ST. LUCIE COUNTY BOCC 3,1y`�z 2Zv 1 - o .�-66 ENGINEERING \� ;/�Yvy WHOLE HOUSE ENGINEERING 4451 ST. LUCIE BLVD, SUITE 201 FORT PIERCE, FL 34946 CONTACT: 772.409.1003 ENGINEERING(cDWHENGINEERING.NET I DRAWING NOTICE: THESE DRAWINGS AND DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF WHOLE HOUSE EbIGINEERING, LLC. AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS rVRITTEN CONSENT OF ,JHOLE HOUSE ENGINEERING, LLI- ARNING: DO NOT SCALE DRAT/If-1GS PLEASE CONTACT DESIGNER yvTTk ANY UIUESTIONS REGARDII'IL DIMENSIONS, ARCHITECTUP.IIL SYMBOLS CONTAINED WITHIN THESE DOCUMENTS ARE FOR GRAPHIC- PURPOSES ONLY. SIZE AMID LOCATION MAY VARY IN ORDER -� MEET THE MANUFACTURER'= S P E C I F I C A T I O N S Digitally signed by Ryan M Bays � DN. E=Ryan Bays@WHEngineering net ri O`N=Ryan M-Bays. O=Whole House 8�aS:5 I_C L=Fort Pierce, 6iIoeridanG US Reason I am approving this document Date: 2021.08.06 10:21:36-04'00' ®r °`; 1f f N,s: ! T / Nc �, 3 1 OF''rr <� .. 0Np.1_ REVISION DATE BY REV INITIAL SET 07/20/2021 ! JM A I I PROJECT NUMBER, NAME & ADDRESS: W H E 10294 191 TU°MBLIN KLING RD FORT PIERCE, FL 34982 DRAWN BY: JM SHEET TITLE: GENERAL NOTES a SHEET NO.: GN 0 0 e c c a 1�X T T T 1 T T T T 0 T 0/,_ _1. SCALE 1 /4" = 1'-0" HDO'N I10 EE REPLACED NDOWITO DE REPLACED ID.bV IO BE REPLACED cl FILE Y REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC G 3` PREPARED FOR: �THOMr�S DREIER I III I ENGINEERING i WHOLE HOUSE ENGINEERING 4451 ST. LUCIE BLVD, SUITE 201 FORT PIERCE, FL 34946 CONTACT: 772,409.1003 ENGINEERING@WHENGINEERING.NET DRAWING NOTICE1 THESE DRA\/INGS AND DOCUMENTS ARE CONFIDENTIAL AND ARE THE S❑LE PROPERTY [IFWH❑LE HOUSE ENGINEERING, LLCAND MAY HOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF \JH❑LE HOUSE ENGINEERING, LL'- 'ARNING: D❑ NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER b/IT-; ANY QUESTIONS REGARDIIIG DIMENSI❑NS. ADCHITECTUP,,L SYMBOLS CONTAINED WITHIN THESE DOCUMENTS ARE FOR GRAPHIS PURPOSES ONLY. SIZE AUZ LOCATION MAY VARY IN ORDER TO MEET THE MANUFACTURER'= S P I:C I F I C A T I❑ N S I ;l ltitlt1117fi!llt Frrr ��,lUENS'' Nu. I4 STAf v REVISION DATE BY REV INITIAL SET 07/20/2021 JM A _ ......... t i I PROJECT NUMBER, NAME & ADDRESS: W H E 10294 191 TUMBLIN KLING RD FORT PIERCE, FL 34982 DRAWN BY: JM %`ZZ SKEET TITLE: —0 7-06 FLOOR PLAN Sl-;EET NO.: A 1.0 PREPARED FORA TH❑M❑iS DR❑I❑R a 0 0 10'-0" A.F.F. 8'-0" A.F.F. 0'-0"F.F. 10 —0 A.F.F. 8 —0 A.F.F. 0'— 0 F. F. TT T T H T T TT, TLT' �`, (_) ��I SCALE : 1 1/4" = 1'-0" TTOT(>TTT TT,TT TTT`, ,=,T SCALE c IL OPY + U REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY B®CC y 3`91zz , vv ! `0 2- (, 6 WHOLE HOUSE ENGINEERING 4451 ST. LUCIE BLVD, SUITE 201 FORT PIERCE, FL 34946 CONTACT: 772.409.1003 ENGINEERING@WHENGINEERING.NET DRAWING NOTICE; THESE DRAWINGS AND DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF WHOLE HOUSE ElJGINEERING, LLCAND MAY NOT BE REPRODUCED, DISSEMINATED OR '2EDISTRIBUTED WITHOUT THE EiPRESS \✓RITTEN CONSENT OF HOLE HOUSE ENGINEERING, LLC,' S/ARNING: DO NOT SCALE DRAWII.IGS PLEASE CONTACT DESIGNER WITH' ANY QUESTIONS REGARDIIi DIMENSIONS. ARCHITECTUP L' SYMBOLS CONTAINED WITHIN THESE DOCUMENTS ARE FOR GRAPHIC'i PURPOSES ONLY SIZE AIID LOCATION PAY VARY IN ORDER TO', HEET THE MANUFACTURER P F L I F r c A T r n H \\ViNii ❑illtltlrtJ No. J -IV PROJECT NUMBER, NAME & ADDRESS: W H E 10294 191 TUMBLIN KLING RD FORT PIERCE, FL 34982 DRAWN BY: JM SHEET TITLE: ELEVATION e SHEET NO.: A2.0 NOTE: WINDOW FRAME SHOULD BE COMPLETELY SEATED ON THE BUCK. IN NO INSTANCE SHALL THE FRAME OVERHANG THE BUCK. STUCCO CEMENT FINISH FILLED CELL AT JAMB BLOCK (TYP.) CMU WATER RESISTANT COATING 1 1 X3 P.T. WOOD FURRING ALL (3) (SEE WATERPROOFING NOTE #1) SIDES CONTINUOUS. �i CORROSION RESISTANT FLASHING _ _ SEE WATERPROOFING NOTE #5 PER WATERPROOFING NOTE #2 ANCHOR 1X3 P.T. (MIN.) BUCK WITH SEALANT PER WATERPROOFING D NOTE #2 AND ANCHORED TO MASONRY W/ 1 — 1/2" CASE HARDENED APPLY PERIMETER SEALANT CAULK _� COIL NAILS @ 8" O.C. MAX.(4" MAX FROM ENDS) (STAGGERED) BETWEEN BUCK & WINDOW FRAME Lo (SEE WATERPROOFING NOTE #4) ANCHOR WINDOW FRAME TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURER'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. CI PROPO'.-)ED EPAOR DEAN SCALE : 1/4" 1'0" TYP. WINDOW HEADER AND JAMS BUCK DETAIL STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (S WATERPROOFING NOTE #1) 1 X6 P.T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE #2 AND ANCHORED TO MASONRY W/ 1 - 1/2" CASE HARDENED COIL NAILS @ 8" O.C. MAX. (4" MAX FROM ENDS) (STAGGEREI APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE #4) 1/2" = V-0" FILLED CELL AT JAMB BLOCK (TYP.) 1X3 F.T. WOOD FURRING ALL (3) SIDES CONTINUOUS. WOOD TRIM SEE WATERPROOFING NOTE #5 ANCHOR DOOR JAMB HEADER THROUGH FRAME AND BUCK TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURER'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS (MIN. 1.25" EMBEDMENT) 8 EXTERIOR DOOR BUCK DETAIL 8 A3.0 WATERPROOFING NOTES: 1/2" = 1'-0" 1. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU WATER RESISTANT COATING TO SEAL THE WINDOW / DOOR CAVITY TO PREVENT IT FROM ABSORBING WATER. THE CMU WATER RESISTANT COATING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THE APPLICATION OF THE CMU WATER RESISTANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE OPENING (SILLS, JAMBS, HEAD) AND RETURN WALLS OF THE OPENING 24" MINIMUM IN EACH DIRECTION. ALL CMU WATER RESISTANT COATINGS SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS. 2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN BUCK AND MASONRY. 3. PRIOR TO BUCK INSTALLATION APPLY 3/8" NOMINAL DIAMETER BEAD OF SEALANT BETWEEN THE BUCK AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE CUT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED WITH A LIQUID APPLIED WATER RESISTIVE COATING / SEALANT. 4. PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW / DOOR FRAMES AT ALL PERIMETER ON FRONT AND BACK SURFACE PRIOR TO WINDOW / DOOR INSTALLATION. 5. AFTER WINDOW / DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL) AND THE WINDOW / DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEAL AROUND THE ENTIRE PERIMETER. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC PREPARED FOR THDIMAS DREIER i i i I � ENGINEERING ,xa!Y. WHOLE HOUSE ENGINEERING 4451 ST. LUCIE BLVD, SUITE 201 FORT PIERCE, FL 34946 CONTACT: 772.409.1003 ENGINEERING@WHENGINEERING.NET DRAWING NOTICE: THESE DRAWINGS AND DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY ❑F WHOLE HOUSE [FIGINEEPNG, LLCAND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS \✓BITTEN CONSENT OF ,/HEILE HOUSE ENGINEERING, LLC ✓ARNING: DO NOT SCALE DRA�VI TNGS PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDIhdG DIMENSIONS. ARCHITECTUP-L SYMBOLS CONTAINED WITHIN THESE DOCUMENTS ARE FOR GP.APHIC PURPOSES ❑NLYSIZE Af1S LOCATION MAY VARY IN ORDER TO 11EET THE MANUFACTURER'S S P E C I F I C A T I O N S tl;t............ ��/J f )�,', r1,1CFNs'r�» t r No. 1R _t TAT _ OF U R tU iiT ''tt„��,�„�n�t,t,• REVISION DATE BY REV INITIAL SET 07/20/2021 JM A I I - PROJECT NUMBER, NAME & ADDRESS: WHE10294 191 TUMBLIN KLING RD FORT PIERCE, FL 34982 DRAWN BY: JM SHEET TITLE: PROPOSED PLAN SHEET NO.: A3.0 i FILLED CELLS WITH (1) #5 MAX. AT 4' DOS,'EL INTO EXISTING CONCRETE L V.LF. MIN. 12" EMBED I I II I I I I I II NEW STARTER CELL. GROUT (I NOT SOLID) OR DRILL AND EPDX' #5 REBAR INTO EXISTING CMI WALL, MIN. 12 EMBEDMENT (TYP @ 24" O.C. SEE DETAILS D/S-1. 0 e STRUCTURAL PLAN SCALE : 1 /4" _ 1'-0'7 `\,V� SCALE : 1/4" = 1'-0" 11 (1) #5 BAR VERT IN CONC. FILLED CELL. DOWEL, AND EPDXY IN TO EXISTING BONY BEAM AND\ EXIST. FOUNDATION WI/CELL W 6" MIN EMBED. A , Nf W STARTER CELL. GP.OU IF OCT SOLID) OR DRILL AND EPDXY .`b DEBAR INTO EXISTING MU WALL, MIN. 12" EMBEDME (TYP) J @ 24" O.C. SEE DETAILS /S-1.0 POUR SOLID FOR NEW WINDOW SILL. j EXISTING LINTEL OR BOND BEAM V.I.F. ADD NEW FILLED CELL ON EITHER SIDE OF NEW OPENING. DOWEL INTO FOUNDATION AND BOND BEAM z(1) #5 BAR VERT IN CONC. FILLED CELL DO WEL AND EPDXY W 8" tIIN EMBED INTO EXIST. FOUNDATION AND BOND i BEAt1 /GROUT (IF NOT SOLID) OR DRILL AND EPDXY 5 REBAR INTO E JSTING =fAU WALL. MIN. 6" EMBEDMENT (TYP) @ 24" O.C. PROVIDE / MORTAR JOINT BEI,JEEN HEN AND EXISTING BLOCK (TYP.). NOTE: EPDXY SHALL BE HILTI HIT-HY200 OREQUAL. e p i SNOTE: CONTRACT OR TO FIELD VERIFY ROUGH OPENING SIZES. OPENN I[FJEIEE DC 1E SCALE : 1" 1'0" 0 CE;,TR (S,E KEY FEE DUPLEX OUTLET SWITCHED DUPLEX OUTLET cFl F�) DUPLEX OUTLET Ground Fault Circuit Interrupter ) ARDUPLEX OUTLET ( Arc Fault Circuit Interrupter ) P.B. -m PUSH BUTTON S`I'JITCH _& SWITCH -AS 3 ;NAY SWITCH 4 WAY SWITCH {� LIGHT FIXTURE D RECESSED LIGHT FIXTURE VP A RECESSED LIGHT EIXTURE (VAPOR PROOF) CEILING FAN 1 TELEPHONE ■ TELEVISION Wj EXHAUST FAN 220 VOLT OUTLET FLOOD LIGHT ( MOTION DETECTOR TYPE 1 CSD SMOKE DETECTOR CCM,A CARBON MONOXIDE ALARM LlI ITEL. BT P ,'EFT III (2,l F T _ 1nYO-)/ C4 BLC - _ 11,11,,ATICEd PL=1 COP_ L__ Tl�' 'UT ;II 1 r:- SCUD ! P DFILII OF FF'`: PEB-F. I ITO E ISTII IG SI'I,' IEDIIEt1T (TrP 2 Cl P-_' `SE ,TAR JOIIIT BET FT: I IIF -1 E, ISTIIIO CK TYP ;. � 1 DI T C ��J C E E, -- - _ - SCALE 1 /2" = 1'J" I. ALL WORK SHALL BE DONE IN ACC❑RDAI.C:E '„ITN BOTH LDC4L rPID NATIONAL ELECTRICAL CODES 2ELECTRICAL CONTRACTOR, SHALL VERIFi ELECTRICAL PLAIN, RISER DIAGRAM, AND LEADS, AND IIHITIFY THE GF IIERAL CU' ITRT,CTOR ❑- TII ERRORS OR DESCREPANCIES PRIOR TO INSTALL�TI❑N, 3ELECTRICAL CON RACTOR SHALL CAEPDIH,v,TE :,CTH 77HER TF_HCES TC� MAKE CERTAIN THAT ALL AIR-CONDITI❑[TOIG TO,'ER _IID C❑HTROL. IRDIPI AND CONDUITS ARE IN THE BID, 4ELECTRICAL CONTRACTOR 1S TO CO❑PDTIdATE ALL SER`:'ICE 'ECU-REEII'SI WITH THE POWER COMPANY BEFORE BIDDIiHH TO RE CERT-,II ! TH TT _LL� WORK NECESSARY TO MEET P❑ ,'ER C❑HPAHr SPEC1FTSaTIDlB iC II -I V BID. 5, THE ELECTRICAL CONTRACTOR IS TO SIZE HOST BRANCH C-RCUTT": MAXIMUPI VOLTAGE DRIP OF 3% IS PERMITTED 6, SMOKE DETECTORS SHALL BE DIRECT .-FRED 120V U.L. 217 -PLED, ff TYPE WITH AUDIBLE ALARM INSTALLED PI �Si GR 4 lICE III H MANUFACTURER'S RECOMMENDATIONS AND LISTING C IPDC1,1 i'C IT Ci IE DETECT❑R(S) TO CDIH LY W/ UL #2034-96, 7AI_L APPLIANCE / ELECTRICAL EQll \MILL BE PROTECTED IT 111,E-� PLATE RATING AS PER NEC 1103 & 11021 8, ALL ELECTRICAL CIRCUITS THAT SUPPLY THE FAHIL i PD❑;I DIFIJiG R❑❑I'. LIVING ROOM, STUDY, HALLWAYS, BEDRIIOMS, CL❑SFTS ND �UrZR CH4L- BE AP.C-FAULT PROTECTED, 9, ALL 125 VOLT 15 & 20 All RECEPTACLES I (STALLED Ili D ELLTIIG UIIITSI SHALT- BE TAMPER RESISTANT AS PER NEC 10611, 1 10NTERSYSTEM SANDING REDLIIRED AND SHALL C11MPL'1 IH TTCI1 250.94, NEC, 11 GARAGE DOOR OPENER TO BE GFI PROTECTED, 12ALL EQUIPMENT INSTALLED OUTSIDE OR EXPMSED TO B- HEMA TYPE 3R 13ALL CONDUCTORS ARE TO BE COPPER, TYPE THHII, JF1l_:SS IOTED OTHERWISE. 14, SWITCHES SHALL BE AT STANDARD GRADE ❑F SILENT-'rFE, 15, RECEPTACLES SHALL BE 15A AND 120V OF THE GR❑L11,B T1PE, IS LIGHTING FIXTURES SHALL BE SELECTED BF THE ❑ EE `H% ❑F TIFF' LAMPS SHALL BE HIGH EFFICACY TYPE, 17, ALL DEVICES SHALL BE SM❑OTH Tl'PE, IVCiR'i COLI-C JIILESS OTHER i F SPECIFIED 18, ALL 120V I -PHASE 15A AND 20A BATHRF011, 4,D) E,, FRICIR RECE='T ; I FSI SHALL HAVE GROUND FAULT J,NTERRUPTER CGF77 PR❑TECTIOFi ITH' EXTERI❑R RECEPTACLES BE THE „,'ATERF'RO❑F T•FE ELEC ._TC-I, CONTRACTOR MAY INSTALL INDIVIDUAL (GFI) IN LIEU [IF IFIFD BRP,KER' WITH SEPARATE CIRCUIT I9 ARC -FAULT CIRCUIT _T INJERRUPTER PROTECTION: ALL 120V, SINGLE PHASE, 15 AND 20 AMP', BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED OR DEVICES IN DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUN ROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY ANY OF THE MEANS DESCRIBED IN THE NEC 210.12 (A)(1) THROUGH (6) 20 G.C. TO VERIFY ALL INSTALLATION HEIGHTS ADOVE FII I01i FL❑OR. 21. BRANCH CIRCUITS SHALL BE IN THII I , ALL COP-D`JIT OF AFP�D ✓E_ P,OMEX, 2AALL FAN VENTING AND RUFF PENETRATI❑HS' SHALL BE S NF_CHhI!IC4' C❑NTPACT❑R, 23 EXHAUST FANS IN BATHR❑❑MS CIF USED) SHALT_ BE P ; FD �,T 1 CFI1 IF ❑= VENTILATED FLD❑R AREA. S 4O�" ded PREPARED FOR THEMES DREIER WHOLE HOUSE ENGINEERING 4451 ST. LUCIE BLVD, SUITE 201 FORT PIERCE, FL 34946 CONTACT: 772.409.1003 ENGINEERING@WHENGINEERING.NET DRAWING N❑TICE: THESE DRAWINGS AND DOCUMENTS ARE CONFIDENTIAL AND ARE THE SALE PROPERTY ❑F WH❑LE H❑USE ENGINEERING, LLC. AND MAY N❑T BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF 'HOLE HOUSE ENGINEERING, LLC WARNING: D❑ NOT SCALE DOH' iIGS PLEASE CONTACT DESIGNER \ITT' ANY QUEATI❑NS AEGARDTII� DIMENSIONS ARCHITECTURAL, SYMB❑LS CONTAINED WITHIN THESE DOCUMENTS ARE FOR GRAPHIC, PURP❑SES ❑NLY, SIZE AllD � LOCATION MAY VARY IN ORDER T' HEET THE MANUFACTURER'S S P E C I F I C A T I❑ N S ta144�4{{Dtil fi}l Tl/,i A.� T� .00 No. I!` , Levi of )NAV. PROJECT NUMBER, NAME & ADDRESS: WHE10294 191 TUMBLIN KLING RD FORT PIERCE, FL 34932 SHEET TITLE: DETAILS SHEET NO.: A4.0