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Home My WebLink AboutPROPOSSED FLOOR PLANGENERAL 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 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 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.NATURAL VENTILATION. I CERTIFY THAT THIS HOME IS DESIGNED TO COMPLY WITH THE NATURAL VENTILATION REQUIREMENTS OF SECTION 402 OF THE FLORIDA BUILDING CODE, MECHANICAL. 2.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. 3.FIRE BLOCKING. PROVIDE FIRE BLOCKING AT ALL CONCEALED SPACES. 4.SHUTTERS. STORM SHUTTERS WITH AN ACCEPTED PRODUCT APPROVAL SHALL BE PROVIDED AT ALL OPENINGS EXCEPT THOSE PROTECTED BY APPROVED IMPACT RESISTANT DOORS AND WINDOWS. 5.ROUGH OPENINGS. VERIFY ALL ROUGH OPENING AND MASONRY OPENING SIZES WITH MANUFACTURER'S PRODUCT SPECIFICATIONS. 6.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. 7.INTERIOR NON-BEARING WALLS. 25 GA., 3.5" STEEL STUDS @ 24" O.C. (20GA. @ 16" O.C. IN AREAS RECEIVING TILE AND WET AREAS) W/ 1/2" GYPSUM BOARD ON BOTH SIDES (TYPICAL). 2X4 P.T. SILL PLATE FASTENED TO SLAB-ON-GRADE BELOW WALL. 8.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. 9.GARAGE SEPARATION FROM DWELLING UNIT. GARAGE SHALL BE SEPARATED FROM THE DWELLING UNIT AND IT'S ATTIC AREA BY MEANS OF A MINIMUM 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. 10.GARAGE DUCTS. DUCTS IN THE GARAGE & DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING UNIT FROM THE GARAGE SHALL BE MIN. .019" SHEET METAL & SHALL HAVE NO OPENINGS INTO THE GARAGE. 11.EXTERIOR OPENINGS. NO OPENINGS ARE PERMITTED IN THE EXTERIOR WALL OF BUILDINGS SEPARATED FROM ADJACENT BUILDING BY A DISTANCE OF LESS THAN 6'-0". 12.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. 13.WOOD FRAME WALLS. WOOD FRAME WALLS AND HEADERS ARE DESIGNED USING RATIONAL ANALYSIS. 14.SAFEGUARDS. WHERE THERE IS A DROP OF MORE THAN 4 FEET OR MORE ON THE FAR SIDE OF THE OPERABLE OR FIXED GLAZED PANELS 24" OR GREATER IN WIDTH AND THE SILL IS LESS THAN 36" ABOVE THE NEAR SIDE WALKING SURFACE, SAFEGUARDS SHALL BE PROVIDED AS SET FORTH IN 4403.7.3. CONCRETE PLAN NOTES 1.ALL CONCRETE TO ATTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS. AGGREGATES TO BE CLEAN AND WELL GRADED, 1-1/4" MAXIMUM SIZE. CONCRETE SLUMP IS TO BE 5" MINIMUM TO 6" MAXIMUM. 2,500 PSI FOR SLABS ON GRADE & FOUNDATIONS. 2.MINIMUM CONCRETE COVER FOR REINFORCING BARS: ·FOOTINGS CAST AGAINST SOIL: 3" MIN. ·SLABS (CAST AGAINST SOIL W/ VAPOR BARRIER: 1 1/2" MIN. ·SLABS (ABOVE GRADE LEVEL: 3/4" MIN. ·BEAMS AND COLUMNS: 1 1/2" MIN. 3.REINFORCING BARS, UNLESS OTHERWISE SPECIFIED, SHALL BE NEW BILLET STEEL MEETING A.S.T.M. A615, GRADE 60. REINFORCING BARS SHALL BE DETAILED, FABRICATED, SUPPORTED IN FORMS AND SPACED WITH ACCESSORIES FOLLOWING THE REQUIREMENTS OF THE "MANUAL OF STANDARD PRACTICES FOR DETAILING REINFORCED CONCRETE STRUCTURES. (A.C.I. 318)". 4.LAP ALL REINFORCING BAR SPLICES 48 BAR DIAMETERS (UNLESS OTHERWISE NOTED). ALL REINFORCING BARS SHALL BE SECURELY WIRED TOGETHER IN THE FORMS. TWO-WAY MATS OF STEEL SHALL BE TIED AT ALTERNATE INTERSECTIONS BOTH WAYS. PROVIDE CORNER BARS AT ALL CORNERS FOR ALL CONTINUOUS REINFORCING IN UNIT MASONRY #5 X 5'-0" (30" EACH WAY) UNLESS OTHERWISE NOTED. FOUNDATION PLAN NOTES 1.SLAB ON GRADE: 4" THICK 3,000 PSI CONCRETE SLAB WITH 6"X6" / W1.4 X W1.4 WELDED WIRE MESH LOCATED IN THE MIDDLE TO UPPER 1/3 OF SLAB, SUPPORTED 3'-0" ON CENTER MAX., ON 6-MIL. VAPOR BARRIER, ON CLEAN 95% COMPACTED TERMITE TREATED FILL. DESIGN SOIL BEARING CAPACITY IS 2,000 PSF. ACTUAL BEARING CAPACITY MUST BE CERTIFIED TO MEET 2,000 PSF MIN. BY AN ARCHITECT OR A PROFESSIONAL ENGINEER. 2.CORNER BARS: ALL BARS OF FOUNDATION STEEL SHALL BE CONTINUOUS AROUND CORNERS USING CORNER BARS W/ A MINIMUM LAP SPLICE OF 30" (48 BAR DIAMETERS). 3.INTERSECTING BLOCK WALLS: AT ALL INTERSECTING BLOCK WALLS, INTERWEAVE CONCRETE BLOCK OR BREAK OUT A 5" X 5" HOLE BETWEEN WALLS @ 24" O.C. VERTICALLY TO ALLOW CONCRETE TO FILL BOTH CELLS. REINFORCED MASONRY NOTES 1.DESIGN OF THE REINFORCED MASONRY IS BASED ON THE BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530) AND THE SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530.1). 2.CONCRETE BLOCK SHALL BE NEW AND UNDAMAGED AND CONFORM TO THE REQUIREMENTS OF ASTM C90, F'M = 1900 PSI MIN. BLOCK IS TO BE HANDLED AND STORED TO PREVENT DAMAGE TO AND CONTAMINATION OF THE UNITS. 3.MORTAR TO CONFORM TO THE REQUIREMENTS OF ASTM C270, TYPE M OR S. MORTAR TO BE TESTED IN ACCORDANCE WITH ASTM C1314 AT THE BEGINNING OF THE PROJECT AND AT EVERY 5000 SF OF WALL AREA. 4.GROUT FOR FILLED CELLS SHALL BE 3000 PSI (MIN) AND CONFORM TO THE REQUIREMENTS OF ASTM C476 WITH A SLUMP OF 8" TO 10". CONCRETE FILLED CELL MIX WITH A F' OF 2500 PSI AND A SLUMP OF UP TO 8" MAY BE SUBSTITUTED FOR THE SPECIFIED GROUT. GROUT (OR FILLED CELL MIX) TO BE TESTED EVERY POUR AND AT EVERY 50 YARDS MINIMUM. WHEN GROUTING IS STOPPED FOR ONE HOUR OR MORE, THE GROUT SHALL BE STOPPED 1.5" BELOW THE TOP OF THE CONCRETE BLOCK. 5.REINFORCING STEEL SHALL COMPLY WITH ASTM A615, GRADE 60. ALL STEEL TO BE #5'S UNLESS NOTED OTHERWISE, PLACED IN THE CENTER OF THE CELLS, UNLESS NOTED OTHERWISE. CELLS TO BE FREE OF MORTAR AND CELLS SHALL ALIGN VERTICALLY TO MAINTAIN A CLEAR UNOBSTRUCTED VERTICAL CELL, MINIMUM WIDTH OF GROUT SPACE SHALL BE 4". STEEL TO BE LAPPED 48 BAR DIAMETERS MINIMUM AND HOOKED INTO BEAMS 10" MINIMUM. 6.CLEANOUTS SHALL BE PROVIDED FOR ALL FILLED CELLS AT THE BOTTOM OF EACH LIFT FOR INSPECTION. 7.MATERIAL CERTIFICATES SHALL BE SUBMITTED AND APPROVED FOR THE REINFORCING STEEL, MASONRY UNITS, MORTAR AND GROUT MATERIALS. 8.WHERE DOWELS WERE NOT PROPERLY PLACED IN THE FOUNDATION, NEW DOWELS MAY BE DRILLED (Ø3/4" X 8" DEEP MIN.) AND SET IN PLACE WITH EPOXY WITH 'US ANCHOR ULTRA-BOND EPOXY'. 9.SHORING DESIGN MUST BE SUBMITTED AND APPROVED PRIOR TO PLACING BLOCK ON STRUCTURAL MEMBERS NOT DESIGNED FOR THE WEIGHT. THE DESIGN OF THE BRACING OF WALLS UNDER CONSTRUCTION MUST ALSO BE SUBMITTED AND APPROVED PRIOR TO CONSTRUCTION. 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. ABBREVIATIONS: AB ANCHOR BOLT ABV ABOVE AFF ABOVE FINISHED FLOOR AFI ARC FAULT INTERRUPT ALUM ALUMINUM AHU AIR HANDLER UNIT BF BI-FOLD BP BI-PASS BLK BLOCK BRKFST BREAKFAST BLK'G BLOCKING BM BEAM BRG BEARING BTM BOTTOM CAB CABINET CER CERAMIC CJ CONTROL JOINT CL CENTER LINE CLG CEILING CLO CLOSET CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONN CONNECTION CSMT CASEMENT CTR CENTER DBL DOUBLE DF DRINKING FOUNTAIN DIA DIAMETER, ALSO Ø DSP DISPOSAL DP DESIGN PRESSURE DR DOOR DW DISHWASHER EA EACH EE EACH END EJ EXPANSION JOINT ELEC ELECTRIC EMER EMERGENCY EQ EQUAL OR EQUIVALENT ES EACH SIDE ESP ELECTROSTATIC PAINT EW EACH WAY EXT EXTERIOR EXST EXISTING EXP EXPANSION FBC FLORIDA BUILDING CODE FDN FOUNDATION FF FINISHED FLOOR FLUOR FLOURESCENT FO FLOOR OUTLET FR FIRE RATED FRDR FRENCH DOOR FRM FRAME FRM'G FRAMING FT FOOT, FEET FURR FURRING GT GIRDER TRUSS GA GAUGE GALV GALVANIZED GFI GROUND FAULT INTERRUPT GL GLASS GND GROUND GYP GYPSUM GYP BD GYSPUM WALL BOARD HB HOSE BIB HC HOLOW CORE HT HEIGHT HORZ HORIZONTAL HM HOLLOW METAL HPS HOOPS HR HOUR HVAC HEAT VENT. & AIR COND. HVHZ HIGH VELOCITY HURRICANE ZONE ID INSIDE DIMENSION INSUL INSULATION INT INTERIOR LAM LAMINATE LAV LAVATORY LG LONG LIN LINEN LGT LIGHT LT LAUNDRY TUB MAX MAXIMUM MC MEDICINE CABINET MECH MECHANICAL MRH MEAN ROOF HEIGHT MTL METAL MFR MANUFACTURER MW MICROWAVE MIN MINIMUM MIR MIRROR MO MASONRY OPENING MONO MONOLITHIC OBSC OBSCURE OC ON CENTER ABBREVIATIONS (CONTINUED): OHD OVER HEAD DOOR OPP OPPOSITE OS OUTSIDE DIMENSION PLF POUNDS PER LINEAR FOOT PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PRESSURE TREATED PRT'N PARTITION PH PHONE PKT POCKET PLYWD PLYWOOD PNL PANEL R RADIUS REF REFERENCE REINF REINFORCING REQ'D REQUIRED REQ'M REQUIREMENT RM ROOM RO ROUGH OPENING SC SOLID CORE SCHED SCHEDULE SGD SLIDING GLASS DOOR SF SQUARE FOOT SH SINGLE HUNG SHF SHELF SHWR SHOWER SPEC SPECIFICATION(S) SMS SHEET METAL SCREW SQ SQUARE SS STAINLESS STEEL ST STIRRUPS STD STANDARD STL STEEL SW SWITCH SYM SYMMETRICAL TMP'D TEMPERED TB THROUGH BOLT TBM TIE BEAM THK THICK T&G TONGUE & GROOVE TOB TOP OF BEAM TOBB TOP OF BOND BEAM TOPL TOP OF WOOD PLATE TOTB TOP OF TIE BEAM TPH TOILET PAPER HOLDER TYP TYPICAL UNO UNLESS OTHERWISE NOTED UL UNDERWRITERS LABORATORIES VERT VERTICAL VIF VERIFY IN FIELD WA WEDGE ANCHORS W/WITH WC WATER CLOSET WD WOOD WH ELECTRIC WATER HEATER WM WASHING MACHINE WP WATERPROOF WPH WALL PHONE WSCT WAINSCOT WT WEIGHT STRUCTURAL 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 ■ ASCE 7 (EXPOSURE CONDITION): B 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:<15 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 BASIC VELOCITY PRESSURE:28.4 PSF NOTE:ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS AND SIMILAR ENVELOPE ELEMENTS ARE INDICATED ON CONSTRUCTION PLANS. ROOF LOAD LIVE LOAD:20 PSF DEAD LOAD:35 PSF MINIMUM DEFLECTION CRITERIA FOR TRUSS TO BE AS FOLLOWS: ROOF TOTAL LOAD: L/240 ROOF LIVE LOAD: L/360 SOIL BEARING CAPACITY:2,000 PSF (ASSUMED. GC TO VERIFY.) GENERAL NOTES RAMA P. KRISTAM, P.E. FL #88906 PROJECT NUMBER, NAME & ADDRESS: WHOLE HOUSE ENGINEERING 4451 ST. LUCIE BLVD, SUITE 201 FORT PIERCE, FL 34946 CONTACT: 772.409.1003 ENGINEERING ENGINEERING@WHENGINEERING.NET REVISION DATE BY REV SHEET TITLE: SHEET NO.: DRAWN BY: GN INITIAL SET 5/5/21 RK A HOMECRETE HOMES WHE 10247 101 NE CAPRONA AVE PORT SAINT LUCIE FL JM EXTERIOR DOOR & WINDOWWIDTHHEIGHTCOMMENTS36"62"8100 SINGLE HUNGDESIGN PRESSURESPRODUCTAPPROVALNUMBEREXP.OPENINGDESIGNPRESSURESPRODUCT RATEDDESIGN PRESSURESPOS.NEG.36"80"JELD WEN DOORSEE PLAN+70-70--FL16177.1SEE PLAN+80-80FL#11136.2(2)-2X4 SP NO2 WALL AT 16" O.C REFER 3/S-1 FOR DETAILSRAMA P. KRISTAM, P.E.FL #88906PROJECT NUMBER, NAME & ADDRESS:WHOLE HOUSE ENGINEERING4451 ST. LUCIE BLVD, SUITE 201FORT PIERCE, FL 34946CONTACT: 772.409.1003ENGINEERINGENGINEERING@WHENGINEERING.NETREVISIONDATEBYREVSHEET TITLE:SHEET NO.:DRAWN BY:S-1.0INITIAL SET5/5/21RKAHOMECRETE HOMESWHE 10247101 NE CAPRONA AVEPORT SAINT LUCIE FLJMPROPOSED FLOORPLAN