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HomeMy WebLinkAboutBuilding PlansSTRUCTURAL DESIGN STATEMENT 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 ■ FLORIDA EXISTING BUILDING CODE 2020, 7TH EDITION ■ ASCE 7 (EXPOSURE CONDITION): C CONSTRUCTION TYPE: VB OCCUPANCY CLASSIFICATION: R-3 ALTERATION LEVEL: REPAIR BUILDING DESIGNED AS: ❑ PARTIALLY ENCLOSED ■ ENCLOSED ❑ OPEN ❑ TESTED (WIND TUNNEL) BUILDING HEIGHT: ■ S 60 FT. ASCE 7. ❑>60FT. MUST USE ASCE 7. MEAN ROOF HEIGHT: <1 FOR LOW RISE BUILDING WITH SLOPED ROOFS. RISK FACTOR: I DETERMINED BUILDING USE/ OCCUPANCY, REFER 1 TABLE 1.5-1. INTERNAL PRESSURE COEFFICIENT: +/ ENCLOSED BUILDING. BASIC WIND VELOCITY PRESSURES: APPROPRIATE POSITIVE/ NEGATIVE PRESSURE COEI BEEN APPLIED TO MAIN WIND FORCE RESISTING SY; BUILDING ENVELOPE COMPONENTS AND CLADDIt APPLICABLE: WIND SPEED (3 SEC.GUST): 16 BASIC VELOCITY PRESSURE: 31 NOTE:ACTUAL DESIGN PRESSURES FOR ALL EXTEI WINDOWS, DOORS, GARAGE DOORS AND SIMI ELEMENTS ARE INDICATED ON CONSTRUCTION I e , NOTE: -CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS. IF CONDITIONS VARY- SIGNIFICANTLY FROM THIS PLAN CONTRACTOR IS TO VERIFY THIS OFFICE FOR FURTHER EVALUATION. NOTE: CONTRACTOR TO NOTIFY ANY ADDITIONAL STRUCTURAL DAMAGE NOT LISTED IN THESE DRAWINGS OR INSPECTION REPORT. a STRUCTURAL DAMAGE AREA NON STRUCTURAL DAMAGE EXISTING 1"0 REMAIN. (NO DAMAGE) EX ST NIS FLOOR PLAN SCALE 1 /4" = 1'-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 RESPONSIBILITY 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 THE 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 QN 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 STRIFPED. 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 THEIR 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 2406.4 & R308.4. ALL GLAZING IN ANY HAZARDOUS LOCATION OF A BUILDING WITH SILL 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 1 ST 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 @ V-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. lk of ." b 2?-2, REVIEWED FOR CODE COMPLIANCE �•T. LUCIE COUNTY ROCS 14. `1C6�zk FILE COPY PREPARED FOR BILL- AND MARLENE STEWART ENGINEERING WHOLE HOUSE ENGINEERING 4451 ST. LUCIE BLVD, SUITE 201 FORT PIERCE, FL 34946 CONTACT: 772.409.1003 ENGINEERINGCdWHENGINEERING.NET DRAWING NOTICE THESE DRAWINGS AND DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF WHOLE HOUSE ENGINEERING, LLC, AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT ❑F WHOLE HOUSE ENGINEERING, LLC. WARNING. DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS, ARCHITECTURAL SYMBOLS CONTAINED WITHIN THESE DOCUMENTS ARE FOR GRAPHIC PURPOSES ONLY, SIZE AND LOCATION MAY VARY IN ORDER TO MEET THE MAN'UFACTURER'S� S P E C_I_ F T_C H_T I❑ N S_ RYAN M BAYS P.E. FL #91231 ,A# U , i ��t,LN,q•. No. STATE OR1 Fs ..NA. REVISION DATE BY REV REPAIR PERMIT 07/02/2021 RB PROJECT NUMBER, NAME & ADDRESS: WHE 10293 STEWART RESIDENCE n n f l T 1 1 A d f> I I A I I/ I I A 1 /� m l 1 LUL I UIVIL)LIIN I\LIINl. KL), FORT PIERCE, FL 34982 DRAWN BY: RB SHEET TITLE: EXISTING FLOOR PLAN SHEET NO.: S-1.0 EXTERIOR DOOR & WINDOW SCHEDULE R.O. (WIDTH X HT.) (FT -INCHES) MANUFACTURER DESIGN PRESSURES PRODUCT APPROVAL NUMBER EXPIRATION OPENING DESIGN PRESSURES PRODUCT RATED DESIGN PRESSURES SYM. ITEM LOCATION Pos. NEG. O 33SH WINDOW DEN 3' - 2" X 3' - 2 7/8" LAWSON SEE EILEV'S +80.0 80.0 29876.1 e STRUCTURAL DAM AGE AREA MSTC40 STRAP ATEA H END O HEADER FLUSH WITH TOP OF TO PLATE, HEADER, & 1ST SUPPORTIN NON STRUCTURAL DAMAGE STUD (FILL 9 HOLES IN STUD MINIMU FILL ALL NAIL HOLE EXISTING TO REMAIN. (NO DAMAGE) II I ' TITEN HD ANCHOR W/ 2" p WASHERS, 4" MIN. EMBEDMENT @ C TR U CTU R A L , I ,� RCA R PLAN 24" O.C. MAX. 1 SCALE 1 /4" 1 ,:7 0 P.T. 2X4 5 BOTTOM PLAT G M, S) P E F WOOD HEADER -� P STUD NAILED TO JACK NJ/ 12d NAILS @ 10 O.C. ST. U i TRUSS CONNECTORS. SEE PLAN. 2X4 SP STUDS @ 16" PROJECT NUMBER, NAME & ADDRESS: O.C. MAX. OR 2X6 SP STUDS @ 24" O.C. MAX. W H E 10293 STEWART RESIDENCE EWZU k-uh 202 TUMBLIN KLING RD, COMPLIANCE CIE COUNTY FORT PIERCE, BOCC FL 34982 H8 CONNECTOR AT EACH STUD. DRAWN BY: 8„ MAX I � RB SHEET TITLE: n TYP CAC BCARU �(COPY RRA� STRUCTURA L REPAIRCALL PLAN SCALE 1 2 NOTE: .CONTRACTOR. TO VERIFY ALL EXISTING 10 CONDITIONS. IF CONDITIONS VARY SIGNIFICANTLY - SHEET NO.: FROM THIS PLAN 'CONTRACTOR IS TO VERIFY THIS OFFICE FOR FURTHER EVALUATION. - S-2.0 NOTE: CONTRACTOR TO NOTIFY ANY ADDITIONAL STRUCTURAL DAMAGE NOT LISTED IN THESE DRAWINGS OR INSPECTION REPORT. ELECTRICAL K Y PREPARED FOR: BILL AND MARLENE STEWART GENERAL ELECTRICAL NOTES 1, ALL WORK SHALL BE DONE IN. ACCORDANCE WITH BOTH LOCAL AND NATIONAL ELECTRICAL CODES. 2. ELECTRICAL CONTRACTOR SHALL VERIFY ELECTRICAL PLAN, RISER DIAGRAM, AND LOADS, AND NOTIFY THE GENERAL CONTRACTOR OF ANY ERRORS OR DESCREPANCIES PRIOR TO INSTALLATION,' 3. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH OTHER TRADES TO MAKE CERTAIN THAT .ALL AIR-CONDITIONING POWER AND CONTROL WIRING AND CONDUITS ARE IN THE BID. 4, ELECTRICAL CONTRACTOR IS TO COORDINATE ALLSERVICE REQUIREMENTS WITH THE POWER COMPANY BEFORE BIDDING TO BE CERTAIN THAT ALL WORK NECESSARYTO MEET POWER COMPANY 'SPECIFICATIONS IS IN THE BID, 5. THE ELECTRICAL CONTRACTOR IS TO SIZE MOST BRANCH CIRCUITSj A MAXIMUM VOLTAGE DROP OF 3% IS PERMITTED. 6. SMOKE DETEeCTORS SHALL BE DIRECT' WIRED 120V U.L. 217 APPROVED TYPE WITH AUDIBLE ALARM INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND LISTING, CARBON MONOXIDE DETECTOR(S) TO COMPLY W/ UL 42034-96. 7. ALL APPLIANCE / ELECTRICAL EQUIPMENT WILL BE PROTECTED AT NAME PLATE RATING AS PER NEC 110.3 & 110,21. 8, ALL ELECTRICAL CIRCUITS THAT SUPPLY THE FAMILY ROOM, DINING ROOM, LIVING ROOM, STUDY; HALLWAYS, BEDROOMS, CLOSETS, AND FOYER SHALL BE ARC -FAULT PROTECTED, 9 ALL 125 VOLT 15 & 20 AMP RECEPTACLES INSTALLED IN DWELLING UNITS SHALL BE TAMPER RESISTANT AS PER NEC 406.11. 10 INTERSYSTEM BONDING REQUIRED AND SHALL COMPLY WITH SECTION 250,94, 2008 NEC. 11. GARAGE DOOR OPENER ' TO BE GFI PROTECTED. 12. ALL EQUIPMENT INSTALLED ❑UTSIDE OR EXPOSED TO WEATHER SHALL BE NEMA TYPE 3R. 13. ALL CONDUCTORS ARE TO BE COPPER, TYPE THHN, UNLESS NOTED ❑THERWISE, 14. SWITCHES SHALL BE OF, STANDARD GRADE OF SILENT TYPE, 15. RECEPTACLES SHALL BE 15A AND 120V OF THE GROUND TYPE, 16. LIGHTING FIXTURES SHALL BE SELECTED BY THE OWNER. 50"/. OF THE LAMPS SHALL BE HIGH EFFICACY TYPE. 17, ALL DEVICES SHALL BE SMOOTH TYPE, IVORY COLOR, UNLESS OTHERWISE SPECIFIED, i18. ALL 120V I —PHASE 15A AND 20A BATHROOM, AND EXTERIOR RECEPTACLES SHALL HAVE GROUND FAULT INTERRUPTER (GFI) PROTECTION WITH EXTERIOR RECEPTACLES OF THE WATERPROOF TYPE ELECTRICAL CONTRACTOR MAY INSTALL INDIVIDUAL (GFI) IN LIEU OF (GFI) BREAKER WITH SEPARATE CIRCUIT, 19 ARC -FAULT CIRCUIT INTERRUPTER 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 2011 210.12 (A)(1) THROUGH (6) 20. INSTALLATION HEIGHTS ABOVE FINISH FLOOR UNLESS ❑THERWISE NOTED: 45" TO CENTER WALL HUNG TELEPHONE, 12" TO CENTER TELEPHONE JACKS. 46" TO CENTER OF LIGHT SWITCHES. 16" TOCENTEROF RECEPTACLES 46" TO CENTER KITCHEN RECEPTACLES OVER COUNTERS, 42" TO CENTER BATH RECEPTACLES. 12" TO CENTER' TELEVISION JACKS, 21, BRANCH CIRCUITS SHALL BE IN THIN WALL CONDUIT OR APPROVED ROMEX. 22. ALL FAN' VENTING AND ROOF PENETRATIONS SHALL BE BY MECHANICAL CONTRACTOR. 23, EXHAUST FANS IN BATHROOMS (IF USED) SHALL BE RATED AT 1 CFM/SF OF VENTILATED FLOOR AREA. NOTE: CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS. IF CONDITIONS VARY SIGNIFICANTLY FROM THIS PLAN CONTRACTOR IS TO VERIFY THIS OFFICE FOR FURTHER EVALUATION. NOTE: ELECTRICAL WORK IS TO ONLY TO RESTORE PRE —DAMAGED STATE. NO ADDITIONAL ELECTRIC LOAD TO SERVICE. STRUCTURAL DAMAGE AREA NON STRUCTURAL DAMAGE EXISTING TO REMAIN. (NO DAMAGE) e ECCTR CAL P1AN / SCALE : 1 /4" — 1'-0" ,.DUPLEX. OUTLET =1�SWITCHED. DUPLEX OUTLET GR nt� DUPLEX .O,�TLET.( 'Ground Fault Circuit Interrupter 1 AF1.=9:-DUPLEX--OUTLET ( Arc Fault Circuit Interrupter 'PUSH .BUTTON SWITCH 0 >3. `a/AY SWI`TCH 4. WAY SWITCH Li-GHT FIXTURE i } RECESSED LIGHT FIXTURE P RECESSED LIGHT FIXTURE (VAPOR PROOF; CEILING FAN / TELEPHONE ■ TELEVISION EXHAUST FAN 220' VOLT OUTLET FLOOD LIGHT ( MOTION DETECTOP TYPE ; )S.D SMOKE DETECTOR: OC.M.A CARBON` MONOXIDE ALARM REVIEWED FOR ODE COMPLIANCE 17 LUCIE CCI **MT FILE COPY WHOLE HOUSE ENGINEERING 4451 ST. LUCIE BLVD, SUITE 201 FORT PIERCE, FL 34946 CONTACT: 772.409.1003 ENG I NEERING@ W H ENGI NEERI NG.NET DRAWING NOTICE THESE DRAWINGS AND DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF WHOLE HOUSE ENGINEERING, LLC, AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING, LLC WARNING: D❑ NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. ARCHITECTURAL SYMBOLS CONTAINED WITHIN THESE DOCUMENTS ARE FOR GRAPHIC PURPOSES ONLY. SIZE AND LOCATION MAY VARY IN ORDER TO MEET THE MANUFACTURER'S RYAN M BAYS P.E. FL #91231 ,� , 4iill prtrr aN M: 841,-,, No.'.I < : T tC 'F/0RIOPrJN I �rr/rltll i 1111,11��� i REVISION DATE BY REV REPAIR PERMIT 07/02/2021 RB - PROJECT NUMBER, NAME & ADDRESS: W H E 10293 STEWART RESIDENCE 202 TUMBLIN KLING RD, FORT PIERCE, FL 34982 DRAWN BY: RB SHEET TITLE: ELECTRICAL PLAN SHEET NO.: NOTE: CONTRACTOR TO NOTIFY ANY E-1.0 ADDITIONAL STRUCTURAL DAMAGE NOT LISTED IN THESE DRAWINGS OR INSPECTION REPORT.