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Home My WebLink AboutFoundation & Floor Plan- - - - - - - - - - - - - - F 2 @ F-2 I � N 7 2� 4 74 r 3 4 6-0 3 4 3 N� I O � N � I �w 3'02 L----F-2 � 1 I 2 3.1 3.1 v I uLL - in 4" I- r F-3 I F-2 F-2 L� L----- ------ - - F1- - - - - - - - - - - - - - - - - - - - - - - J ,. '1 L FOUNDATION PLAN GENERAL FOUNDATION LEGEND (NOT ALL DESIGNATIONS AND NOTES APPLY TO THIS JOB) FOUNDATION FOOTINGS F-1 12"xl2" THICKENED EDGEW/ 1-#5 CON). F-2 IS"x I6" MONOLITHIC FOOTING W/ 2-#5 CONT, F-3 3'-&' x V-0" x 16" DEEP FOOTING W/ #5s AT 6" O.C. EACH WAY CONCRETE COLUMNS - G-I A 8" x S" CMU W/ 1-#5 VERT. GROUTED SOLID AT48" O.G. (24" O.G. FOR 2 OR MORE STORIES. G-2 ®® 8" x I6" CMU W/ 1-#5 VERT. EACH CELL' GROUTED. SOLID G-3 12' x 12' CMU '0' BLOCK W/ 4-#5 VERT. GROUTED SOLID CONCRETE BEAMS 5-1 PERIMETER BOND BEAM PRECAST LINTELS - SEE CAST CRETE SCHEDULE 5-2 8"x 16" POURED GONG. BEAM W/ 4-#5s CONT. INDICATES NEW 8" CMU WALL W/ FILLED CELLS AT-48" O.C. ` INDICATES NEW CONCRETE LINTEL - SEE CAST CRETE SCHEDULE SF- GENERAL FOUNDATION NOTE (NOT ALL NOTES ARE SPECIFIC TO THIS JOB) I. CONTRACTOR TO VERIFY ALL INTERIOR BEARING WALL. FT' S W/ ROOF TRUSS MANUFACTURER 2. SOIL BEARING VALUES. FOUNDATION DESIGNS SHOWN' HERE ARE BASED ON A SOIL BEARING VALUE OF 2,500 P.S.F. FOUNDATIONS AND SLABS ARE DESIGNED TO UNIFORMLY BEAR ON WELL DRAINED NON -EXPANSIVE SOILS. SOILS SHALL BE COMPACTED TO S511e MIN. OF MODIFIED PROCTOR TEST. A CERTIFIED SOILS ENGINEER SHALL CONDUCT ON SITE BORINGS AT LOCATIONS SPECIFIED BY THE STRUCTURAL ENGINEER.' THE SOILS ENGINEER SHALL REVIEW FOUNDATION DESIGNS, BUILDING LOADS, AND COMPARE WITH SUBSURFACE SOIL INVESTIGATION RECOMMENDATIONS. SHOULD ON -SITE OBSERVATIONS SHOW THAT FOOTINGS SHOWN HERE ARE NOT SATISFACTORY, THE STRUCTURAL ENGINEER AND ENGINEER SHALL BE CONTACTED IMMEDIATELY FOR NEW DESIGNS. 3, CONTRACTOR TO VERIFY SOIL DENSITY AS PER GEO-TECHNICAL ENGINEERING SOC. PRIOR TO CONCRETE PLACEMENT. 4. ALL REBAR TO HAVE A MIN LAP (48x BAR DIA)AT ALL JOINTS AND CORNERS 5. INDICATES LOAD BEARING 2x 6 OR 2x8 STUD WALL AT 16" O.G. TYP. U.N.O. REFER TO TYP DETAIL. - 6. MINIMUM FOOTING PENETRATION. EXTEND BOTTOM OF ALL FOUNDATIONS AT PERIMETER OF BUILDING 12" MINIMUM BELOW FINISHED GRADE 7. CONCRETE STRENGTH. MINIMUM CONCRETE STRENGTH FOR ALL SLABS PATIOS, AND FOUNDATIONS SHALL BE MINIMUM 3000 PSI AFTER 215 DAYS. PROVIDE TEST REPORTS ON EACH BUILDING FOR THE OWNERS RECORD AND ACCESSIBLE TO THE ENGINEER' S. EXPANSION JOINT. PROVIDE 112" THICK x 4" WIDE BITUMINOUS EXPANSION JOINT MATERIAL AT ALL SURFACES WHERE EXIST'G SLABS ABUT TO NEW SLABS. 9. PATIO SLABS. PROVIDE 4" THICK CONCRETE SLABS REINFORCED WITH 6Xb 10/10 WELDED MESH. PLACE SLABS OVER TERMITE TREATED, WELL COMPACTED SOIL AND 6-MIL VISQUEEN VAPOR BARRIER. SLOPE PATIO SLABS AWAY FROM BUILDING. 10. SLAB FINISH. PROVIDE STEEL TROWEL FINISH ALL INTERIOR SLAB AREAS INCLUDING GARAGES. CREATE BROOM FINISH TEXTURE FOR ALL EXTERIOR WITHVERIFYALL(' MASONRY OPENIN�S II. ALL CONCRETE BEAMS (P.C, LINTELS) BY GASTGRETE OR EQUAL. UJITH WINDOW AND DOOR MANU 12. VERIFY ALL WALL OPENINGS WITH WINDOW AND DOOR MANUFACTURER'S SPECIFICATIONS. EXACT SIZES.' m PROVIDE RECESSES IN SLAB AS REQUIRED FOR ALL EXTERIOR DOORS VERIFY RECESS WITH MANUFACTURER) 9 N 3' 0" WLG• Q 3068 3068CLG. M BATH 7 4.1 3068 3068 BF PKT DR F1KT DR 5F o - 3'-4" 3 BUILT IN 3.1 - O PKT DR BEDRM 2 REF n BEDRM I a� 4; KITCHEN - 0 121-m - lot.011° 12'-0" 0 0 b t+l N C COVERE ENTRY GREAT RM j EM. EGRESS "t - 0 � FLOOR PLAN I DOOR SCHEDULE' - "ANTITY1CODE�TYPE1 M.O. SIZES NOTES I PR3068 SWING 1 74, X SO' FRENCH DOORS (I.R) # - REVISION DATE BY GENERAL NOTES; NOTE: DO NOT SCALE DRAWINGS USE FIGURED DIMENSIONS ONLY I. ALL WORK SHALL COMPLY WITH 2017 FLORIDA RESIDENTIAL BUILDING CODE AS ADOPTED BY THE LOCAL COUNTY AND AS APPLICABLE TO THE AREA IN WHICH THE _ BUILDING IS TO BE CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS. 2. VERIFY ALL DIMENSIONS AND EXISTING/ NEW CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION, REPORT ANY DISCREPANCIES TO ENGINEER IN WRITING IMMEDIATELY RICK Boverre CONSULTING INC. PRIOR TO ANY WORK FOR REVISION AS REQUIRED. ENGINEER TAKES NO RESPONSIBILITY COA #9707 FOR CONTRACTORS OR SUB -CONTRACTORS NOT REPORTING DISCREPANCIES PRIOR TO CONSTRUCTION. - (SEE RICHARD BOYETTE FOUNDATION PLAN FOR ALL GENERAL FOUNDATION NOTES) FL PE #42485 (SEE ROOF/ FRAMING PLAN FOR ALL GENERAL NOTES) (SEE AIR CONDITIONING lI PLAN FOR L L GENERA AIRGONDi T IONING NOTES) 4031 COCONUT BLVD NU ROYAL PAL M BCH., FL 33411 (SEE ELECTRICAL PLAN FOR ALL ENERAL ELECTRICAL NOTES) 3. EXTERIOR WALLS TO BE NOMINAL 8" MASONRY CONSTRUCTION w/ I"x2" P.T: FURRING STRIPS 561- AT MAX. 16o.c. FOR CMU CONSTRUCTION DATE: 4. EXTERIOR WOOD WALLS TO BE NOMINAL 2x6 OR 2x8 P.T. WOOD FRRAMING AT 16" O.G. S. INTERIOR (NON -LOAD BEARING WALLS TO BE 3%" x 25 GA METAL STUDS AT I6" O.G. UNLESS NOTED OTHERWISE. 6. ALL WOOD FRAMING IN CONTACT WITH CONCRETE SHALL BE SEPARATED WITH A MIN. 15# FELT OR BE PRESSURE TREATED WOOD (RT.) 7. ALL CBS WALLS TO RECEIVE APPROVED R-4.2 (MIN.) INSULATION (PROVIDE R-5 IF UNDER 600 S.F. ADDITION). WOOD WALLS TO RECEIVE R-II (MIN.) BATT INSULATION AND ALL ATTIC SPACES TO RECEIVE R-30 (MIN.) BATT INSULATION FOR ALL CONDITIONED SPACES. CONTRACTOR TO VERIFY WITH ENERGY CODE CALLS. 8 . WINDOWS TO BE ALUMINUM FRAME P.G.T. (UNLESS NOTED OTHERWISE) WITH TINTED GLASS INSTALL PER MANUFACTURERS RECOMMENDED INSTALLATION INSTRUCTIONS AND ALL LOCAL CODES. 9 CAULK AND SEAL ALL WINDOWS AND DOOR OPENINGS. SEAL JOINTS BETWEEN DISSIMILAR MATERIALS AS REQUIRED. 10. WET AREA WALLS (TUB AND SHOWER AREAS)TO HAVE 1/2" MR DRYWALL OR EQUAL IL 11/2"4 CARRIAGE BOLTS SHALL BE USED IN LIEU OF NAILS IN 'SIMPSON' POST CAPS $ BASES. 12. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING ENERGY CODE AND IF APPLICABLE, BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE 13. THE: CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION. THE ENGINEERS PERIODIC VISITS TO THE SITE SHALL NOT RELIEVE THE CONTRACTOR OF ANY RESPONSIBILITY AND HE/SHE ALONE SHALL BE HELD LIABLE FOR ANY AND ALL LITIGATION ARISING FROM INJURY. 14. ALL BIDDERS SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE EQUIPMENT OR MATERIALS REQUIRED, OR FOR DIFFICULTIES OF A BID WILL BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LABOR, ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE, WILL NOT BE ALLOWED. 15. ALL WORK TO BE IN COMPLETE WORKING ORDER, IN PLACE, AND READY FOR USE, 16. CONTRACTOR SHALL PROVIDE ENGINEER WITH SHOP DRAWINGS FOR ALL ITEMS THAT REQUIRE FABRICATION. 17. THE CONTRACTOR OR OWNER IS RESPONSIBLE FOR THE ADEQUATE BRACING OF ALL STRUCTURAL AND NONSTRUCTURAL COMPONENTS DURING CONSTRUCTION. 16. ALL DEBRIS/'TRASH TO BE REMOVED FROM JOB SITE AT CONTRACTORS EXPENSE. IS. CONTRACTOR TO SUBMIT PRODUCT APPROVALS FOR - WINDOWS, DOORS, ROOF MATERIAL, ti CONC. LINTELS, SHUTTERS, ETC. TO ENGINEER FOR APPROVAL. h--1 WINDOW SCHEDULE - BASED ON PGT SIZES # QUANTITY GODS TYPE M.O. SIZES NOTES A 4 4053 S.H. 48%" X 63"" IMPACT RESISTANT 8 4 25 S.H. 37si4" X &V' EGRESS AT BEDROOMS (I.R) C, 1 23 S.N. 37'i4" X 3&%" TEMP. OBSCURE (I.R.) GENERAL WALL LEGEND NEW S" CMU WALL W/ FILLED CELL AT 48' O.G. (24' O.G. FOR 2 STORY) W/ I-45 FILLED SOLID. PROVIDE 2 LAYERS 5/8" STUCCO @ PAINT (COLOR SELECTED BY OWNER INTERIOR TO RECEIVE I" FURRING STRIPS AT 16"` O.C. W/ R-42 FOIL BACKED INSULATION AND 1/2" DRYWALL FINISHED AND PAINTED 3 Y x 25 GAGE METAL STUDS INTERIOR WALL AT 16 O.C. W/ 1/2" DRYWALL AT EACH SIDE, FINISHED AND PAINTED, COLOR BY OWNER PROJECT DATA: -SQUARE- FOo,-7�, LIVING AREA I/065 SQ. FT. COVERED ENTRY 123 SQ, FT, NEW TOTAL UNDER ROOF 1,1,86 SQ. FT, DESIGN PARAMETERS: F.B.C.2017 RESIDENTIAL ASCE 7-10 BASIC WIND SPEED 170 MPH 3 S U vU 132 H VA BASIC WIND VELOCITY PRESSURE: 32.1 PSF WIND EXPOSURE CLASSIFICATION 'C RISK CATEGORY 2 OCCUPANCY USE/ TYPE: SINGLE FAMILY DWELLING - R3 DETACHED ACCESSORY DWELLING STRUCTURE CONSTRUCTION TYPE: V15 # OP STORIES: I DESIGN AS: I. ENCLOSED x MEAN ROOF HEIGHT - 330' MAX. TOTAL ROOF LIVE LOAD - 30PSF TOTAL ROOF DEAD LOAD -17 PSF BOTTOM CHORD DEAD LOAD 10 PSF MIN. SOIL BEARING PRESSURE - 2500 PSF CODES FOiR REFERENCE. 2017 PLORIDA BUILDING CODE RESIDENTIAL 2017 FLORIDA MECHANICAL $ PLUMBING CODE 2014 NFPA (NEC) 2017 NFPA-72 (ALL LOCAL AND STATE AMENDMENTS) PA Z o. This document has been digitally signed by Richard Boyette, FL PE 42485 on 6/30/2020 using an SHA-1 I authentication code. Printed copies of this document w are not considered signed and sealed and the SHA-1 Saint Lucie Building Department Product 4pproval Submittal 4ffielavit Permit # Building 72513 S. INDIAN RIVER DRIVE: Contractor: Opening Schedule: Swing Doors, Overhead Doors, Sliding Doors, Fixed Glass, Windows @ Skylights FL # or Miami -Dade Product Model # -Manufacturer Glass Description Attache=ment.Method Type, Size Spacing 8 Embedment Buifding Design Pressure Product Design Pressure FL-15180.4 EXT. DOOR Series N Plast Pro IMPACT 1/4"0 X 2'i2" tapcon 4" o.c, min. Ilia" embed. +36.1/ -47.3 +50.0/ - 50.1D I6-0714.06 WINDOW SH-700 - PGT IMPACT �/a m X 2''2" tapcon 12" o.c, min. P/4" embed. +37.0/ -50.6 Product Model # Manufacturer Attache=ment Method Type, Size; Spacing, Embedment 8 Stiffener etc. Bulidin en Pr re Product gn P e Mullions MULLION PGT IMPACT PER MANUFACTURERS INSTALLATION INSTRCUTION 17-0630.01 Clipped Extruded Roof ASPHALT SHINGLE ROOF Siding Soffit Hurricane Panels less than 6' span Gauge of steel Hurricane Panels 6' span or more Gauge of steel authentication code must be verified on any electronic ® LL9 copies. > Digitally signed by RICHARD 0 LL � r 1 OYTE N: cUS, o=RICK BOYETERIC RICHARD CONSULTING `d INC, OBCaY`E:TTE 400 pps,Q4E000RICHARD1088A2 BOYETTECY Date: 2020.06.30 22:33:22-04'00' Z }° L- Z < z vi `r. 4 M FDOH in St. Lucie County Uj Z 0 Environmental Health Site Plan Approved for Construction suFFT