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Home My WebLink AboutBuilding PlansGENERAL NOTES STRUCTURAL DESIGN STATEMENT 1. DO NOT SCALE THESE DRAWINGS. WRITTEN DIMENSIONSTAKE I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PRECEDENCE OVER SCALED DIMENSIONS. THE CONTRACTOR PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH SHALL REVIEW THESE DRAWINGS IN THEIR ENTIRETY BEFORE: THE APPLICABLE STRUCTURAL PORTIONS OF THE BUILDING CODES. COMMENCING CONSTRUCTION AND SHALL ACCEPT FULL I ALSO CERTIFY THAT THE STRUCTURAL COMPONENTS, SYSTEMS, & RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS NOT REPORTED RELATED ELEMENTS PROVIDE ADEQUATE RESISTANCE TO WIND IMMEDIATELY IN WRITING TO THE WHOLE HOUSE ENGINEERING, LOADS AND FORCES SPECIFIED BY THE CODES LISTED BELOW. LLC. BACK CHARGES WILL NOT BE ACCEPTED. 2. THE GENERAL CONTRACTOR SHALL VERIFY THE BUILDING POSITION WITHIN THE SETBACK LINES PRIOR TO COMMENCING DESIGN PARAMETERS & ASSUMPTIONS CONSTRUCTION. CODE EDITION: 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO E'E ■ FLORIDA BUILDING CODE 2020, 7TH EDITION FAMILIARIZED WIT ALL EXISTING CONDITIONS AS THEY AR NOT ■ ASCE':7 (EXPOSURE CONDITION): B NECESSARILY SHOWN ON THESE DRAWINGS. CONSTRUCTION TYPE: VB 4. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING OCCUPANCY CLASSIFICATION: R_3 LOCATIONS OF ALL FLOOR, ROOF, AND WALL OPENINGS AND PENETRATIONS. BUILDING DESIGNED AS: 5. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO COORDINATE ❑ PART;ALLY ENCLOSED THE WORK OF ALL TRADES, DETERMINE ERECTION PROCEDURE, ■ ENCLOSED AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING, ITS ❑ OPEN COMPONENTS, AND TRADE BASE DURING CONSTRUCTION. ❑ TESTEO (WIND TUNNEL) 6. ALL DETAILS AND SECTIONS SHOWN ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO BUILDING HEIGHT: ANY SIMILAR CONDITION ELSEWHERE IN THE WORK EXCEPT WHERE ■ <_ 60 FT,. ASCE 7. A DIFFERENT DETAIL AND OR SECTION IS SHOWN. ❑> 6WF.T. MUST USE ASCE 7. 7. BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NON-STRUCTURAL MEMBERS DURING CONSTRUCTION, MEAN ROOF HEIGHT: <15 FT. 8. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO PROVIDE ALL FOR L01V RISE BUILDING WITH SLOPED ROOFS. NECESSARY SHOP DRAWINGS, WINDOWS, DOORS, ETC. T WHOLE HOUSE ENGINEERING, LLC FOR REVIEW AND APPROVAL. RISK FACTOR: 11 9. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER DETERMINED BUILDING USE/ OCCUPANCY, REFER TO ASCE 7 STRIPPED. TABLE 1.5-1. 10. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARETHE PROPERTY OF WHOLE HOUSE ENGINEERING, LLC., AND SHALL NOT INTERNAL PRESSURE COEFFICIENT: +/-0.18 BE USED OR REPRODUCED WITHOUT THE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING, LLC. ENCLOSED BUILDING. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING AND TRADE PERMITS AND FOR THEIR BASIC WIND VELOCITY PRESSURES: RESPECTIVE COSTS. APPROPRIATE POSITIVE/ NEGATIVE PRESSURE COEFFICIENTS HAVE 12. THESE DRAWINGS ARE DIAGRAMMATICAL AND ARE INTENDED TO BEEN APPLIED TO MAIN WIND FORCE RESISTING SYSTEM, AND SHOW DESIGN INTENT ONLY. THEY DO NOT SHOW EVERY OINOR BUILDING ENVELOPE COMPONENTS AND CLADDING, AS DETAIL OF CONSTRUCTION. ALL TRADES ARE RESPONSIBLE FOR APPLICABLE; FURNISHING COMPLETE BUILDING SYSTEMS AND ALL ITEMS THAT WIND SFEED (3 SEC.GUST): 150 MPH WOULD NORMALLY BE CONSIDERED INCIDENTAL TO THEIR BASIC VELOCITY PRESSURE: 24.9 PSF INSTALLATION. NOTE:ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS AND SIMILAR ENVELOPE FLOOR PLAN NOTES ELEMENTS ARE INDICATED ON CONSTRUCTION PLANS. l . NATURAL VENTILATION. I CERTIFY THAT THIS HOME IS DESI NED TO COMPLY WITH THE NATURAL VENTILATION REQUIREMENTS OF SECTION 402 OF THE FLORIDA BUILDING CODE, MECHANICAL. 2. SAFETY GLAZING. ALL GLAZING IN SLIDING AND SWINGIN DOORS, INCLUDING SHOWER AND TUB ENCLOSURES, TO BE SAFETY GLAZED -.t,3 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) & R 08.4(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 PRODUC APPROVAL SHALL BE PROVIDED AT ALL OPENINGS EXCEP1 THOSE PROTECTED BY APPROVED IMPACT RESISTANT DOORS AN WINDOWS. 5. ROUGH OPENINGS. VERIFY ALL ROUGH OPENING AND MASONRY OPENING SIZES WITH MANUFACTURER'S PRODUCT SPECIFICATIONS. 6. EGRESS WINDOWS. EGRESS WINDOWS SHALL BE OPERAS E FROM THE INSIDE WITHOUT THE USE OF TOOLS. EGRESS WINDOW SHALL HAVE A MINIMUM NET OPENING OF 24" HIGH, 21 WIDE, A D 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 MORTHAN 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 HAT COMPLIES WITH SECTIONS R312 2 1 AND R312 2 2 OF THEF.R.C. DRAWING INDEX 7. INTERIOR NON -BEARING WALLS. 25 GA., 3.5" STEEL STUDS 24" O.C. (20GA. @ 16" O.C. IN AREAS RECEIVING TILE AND W T SHEET SHEET TITLE REV AREAS) W/ 1/2" GYPSUM BOARD ON BOTH SIDES (TYPICAL). 2X4 P.T. SILL PLATE FASTENED TO SLAB -ON -GRADE BELOW WAL . GN-1 GENERAL NOTES 8. BATHTUB AND SHOWER SPACES. BATHTUB & SHOWER FLOORS & A 1.0 EXISTING AND PROPOSED PLANS 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 PACES. SUCH WALL SURFACES SHALL EXTEND NOT LESS THAN C-O" ABOVE THE ROOM FLOOR LEVEL. 9. GARAGE SEPARATION FROM DWELLING UNIT. GARAGES ALL BE SEPARATED FROM THE DWELLING UNIT AND ITS 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 ROM THE GARAGE SHALL BE MIN..019„ SHEET METAL & SHALL HAVE NO I OPENINGS INTO THE GARAGE. 11.EXTERIOR OPENINGS. NO OPENINGS ARE PERMITTED IN THE EXTERIOR WALL OF BUILDINGS SEPARATED FROM ADJACE14T BUILDING BY A DISTANCE OF LESS THAN 6-0". 12.13ACKING 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 I 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. I, 2. MINIMUM CONCRETE COVER FOR REINFORCING BARS: • FOOTINGS CAST AGAINST SOIL: 3" MIN. • SLABS (CAST AGAINST SOIL W/ VAPOR BARRIE 1 1 /2" MIN. • SLABS (ABOVE GRADE LEVEL: 3/4" MIN. • BEAMS AND COLUMNS: 1 1 /2" MIN. 3. REINFORCING BARS, UNLESS OTHERWISE SPEC,IF E , SHALL BE NEW BILLET STEEL MEETING A.S.T.M. A615, GRADE 60. EINFORCING BARS SHALL BE DETAILED, FABRICATED, SUPPC1R�f ID IN FORMS AND SPACED WITH ACCESSORIES FOLLOWING THE' REQUIREMENTS OF THE "MANUAL OF STANDARD PRACTICES FOR DEVILING 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 MAT 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" / W 1.4 X W 1.4: 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 . ,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 F ASTM C270, TYPE M OR S. MORTAR TO BE TESTED IN ACCORgANCE 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 P 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 50YARDS 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, UNLESSNOTED 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 MAYBE DRILLED( /4" X 8" DEEP MIN.) AND SET IN PLACE WITH EPDXY WITH 'US A CHOR ULTRA -BOND EPDXY'. 9. SHORING DESIGN MUST BE SUBMITTED AND APPIJOVED 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. PPROVED PRIOR TO CONSTRUCTION. FRAMING PLAN NOTES i. 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. COORDINATIE 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 O 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 FIR 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 BID GYSPUM WALL BOARD HB HOSE BIB HC HOLOW CORE HT HEIGHT HORZ HORIZONTAL HM HOLLOW METAL H PS 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 SQHED SCHEDULE SGD SLIDING GLASS DOOR SF. SQUARE FOOT SH SINGLE HUNG SHF SHELF SHWR SHOWER SPEC SPECIFICATION(S) SMIS 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 LINO UNLESS OTHERWISE NOTED UL UNDERWRITERS LABORATORIES VERT VERTICAL A VERIFY IN FIELD WA WEDGE ANCHORS W/ WITH wC WATER CLOSET WEB; WOOD "Wh ELECTRIC WATER HEATER WM WASHING MACHINE WP WATERPROOF WPH WALL PHONE WSCT WAINSCOT WT WEIGHT -7--a /a-o( At ElOcr PREPARED FOR: SHERYL GRIFFEN F! F WHOLE HOUSE ENGINEERING 4451 ST. LUCIE BLVD, SUITE201 FORT PIERCE, FL 34946' CONTACT: 772.409.1003 ENGINEERING(c,)WHENGINEERING.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: 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 MANUFACTURER'S SPECIFICATIONS. REVISION aTE I BY I REV PROJECT NUMBER, NAME & ADDRESS: RENOVATION FOR: GRIFFEN RESIDENCE 6801 COQUINA AVENUE FORT PIERCE, FLORIDA DRAWN BY: D SANDERS SHEET TITLED : GENERAL NOTES SHEET NO. : EXISTING ALUMNIUM EXISTING STRUCTURE TUBE STEEL (OUT OF SCOPE F_ ------ — — — — — — — — — — --- D5L 2 x 4 TOP PLATE I I WITH MIN 24" OVERLAP EXISTING ROOF AT SPLICE --- ------------------- ------ -- -- -- — — — — — ---- 3/8" TOGGLE BOLT WITH SIMPSON H3 CLIP WITH 10 I" FLAT WA5HER AT 24" Sd NAILS AT TOP AND O.G. MAX SPACING 50TTOM OF EACH STUD 6 / 65x 4 SH T in 1/2" GYPSUM DRYWALL01/_6 x 6 2 x 4 WOOD STUDS HARDI PANEL (MIN 02 SPF) AT 12" O.C. + SIDING HARDIPANEL SIDING OVER TYVECK HOUSE WRAP OVER R-11 SATT INSULATION 1/2" CDX PLYWOOD SHEATHING DEIL.26 +212 FRENCH S I S 6 60 36 48 +22.2 +22.2 -29.6 -296 it :fa STUDY EXISTING CEILING +212 SH 9 52 x 48 4" 9 1-1'_411 12" GI-011 NI IN PREVIOUS SGD OENING PREPARED FOR: SHERYL GRIFFEN 8d NAIL H3 CLIP WITH 10 - _ u _�._ _ „ _ Sd NAILS AT TOP AND -� � � �4 4451 ST: LUCIE BLVD, SUITE 201 50TTOM OF EACH STUD _ FORT PIERCE, .4 3.100 er 4946 L.—_..__ CONTACT: 772.409.1003 &CALEE 1/4" ]'-Oil =JGG�L� j/[l 11 j' ENGINEERING(a7WHENGINEERING.NET 3/0" DIA WEDGE ANCHORS2 x 4 P.T. BOTTOM PLATE AT 24" O.C. MAX SPACING WOOD 5ASE DRAWING NOTICE: EXISITNG GRADE EXISTING CONCRETE SLAS THESE DRAWINGS AND DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLEI Iii AND FOOTING 7V PROPERTY OF WHOLE HOUSE ENGINEERING, LLC. AND MAY NOT BE 0 ° ` d AFF / REPRODUCED, DISSEMINATED OR / I REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF a I WHOLE HOUSE ENGINEERING, LLC. I I I WARNING. DO NOT SCALE DRAWINGS. PLEASE CONTACT DESIGNER WITH ANY I I QUESTIONS REGARDING DIMENSIONS. it I II ARCHITECTURAL SYMBOLS CONTAINED NOTE : WITHIN THESE DOCUMENTS ARE FOR TIE ALL NEW ELECTRICAL INTO SPARE GRAPHIC PURPOSES ONLY. SIZE AND CIRCUITS IN EX15ITNG 150 AMP PANEL LOCATION MAY VARY IN ORDER TO MEET F T THE MANUFACTURER'S SPECIFICATIONS. WP "I 0—"CFI-----------EXIU, --- ---- —--- -- _ — --_------= SCALE : 3/4" = 1' EXTERIOR DOOR & WINDOW DESIGN PRESSURES s PRODUCT 1 APPROVAL EXP. OPENING PRODUCT RATED NUMBER WIDTH HEIGHT COMMENTS REMARKS DESIGN DESIGN PRESSURES PRESSURES Pos. NEG. 4'4" 4'-0" SINGLE HUNG WINDOW JELD-WEN SEE PLAN +50.0 -55.0 FL31796.1 31011 4' 0" SINGLE HUNG WINDOW JELD-WEN SEE PLAN +65.5 76.2 F1_31796.1 3- `0" 5' 0" SINGLE HUNG WINDOW JELD-WEN SEE PLAN +65.5 76.2 FL31796.1 51011 F 1 64" DOUBLE FRENCH DOORS RSL 1 1 SEE PLAN 1 N/A INIA 1 FL# 15419 �1 N p5L. 26fo4 FF ENCH DRS HAIRDI PANEL SIDING LICENSE # 88906 RAMA PRANAV KRISTAN SCALE 1/4" = 1'-0" IR VATE OF a EXISTING 1400E a'fs/q•� `pR�O `Q��a q U I I' � I I, I X I HARD PANEL w I SIDING SGALEE : 1/4" = V-011 REVISION DATE BY REV PROJECT NUMBER, NAME & ADDRESS: RENOVATION FOR: EXISTING ROOF GRIFFEN RESIDENCE 6801 COQUINA AVENUE u FORT PIERCE, FLORIDA - I - I N I X DRAWN BY: D SANDERS EAST I SHEET TITLED TONEXISTING / PROPOSED SCALE -. 1/4" = I'-011 E COPY SHEET NO. : A