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HomeMy WebLinkAboutApprvd REV Pl # REVISION DATE BY 1 09-08-2020 E N E RA L- NOTE 6, REVISE PER CITY COMMEN S NOTE: DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS ONLY. I. ALL WORK SHALL COMPLY WITH 2O17 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 RICK BOYETTE CONSULTING INC. CONSTRUCTION. REPORT ANY DISCREPANCIES TO ENGINEER IN WRITING IMMEDIATELY 36'-0 3(0'-0 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. RICHARD BOYETTE (SEE FOUNDATION PLAN FOR ALL GENERAL FOUNDATION NOTES) FL PE #42485 0 (SEE ROOF/ FRAMING PLAN FOR ALL GENERAL NOTES) 4031 COCONUT BLVD C (SEE AIR CONDITIONING PLAN FOR ALL GENERAL AIR CONDITIONING NOTES) ROYAL PALM BCH., FL 33411 (SEE ELECTRICAL PLAN FOR ALL GENERAL ELECTRICAL NOTES) 561-790-5766 3. EXTERIOR WALLS TO BE NOMINAL 8" MASONRY CONSTRUCTION w/ "x2" P.T. FURRING STRIPS DATE: = At MAX. Iroo.c. FOR CMU CONSTRUCTION r - F-2 /D ° ° - F-2 /DG 0 O WH 4. EXTERIOR WOOD WALLS TO BE NOMINAL 2x6 OR 2x8 P.T. WOOD FRAMING AT I(o" O.C. o ' -' S. INTERIOR (NON-LOAD BEARING WALLS TO BE 31/a" x 25 GA METAL STUDS AT 16" O.C. m UNLESS NOTED OTHERWISE. W.I.G. 3'_0" 0 (o. ALL WOOD FRAMING IN CONTACT WITH CONCRETE SHALL BE SEPARATED WITH A MIN. 15# o FELT OR BE PRESSURE TREATED WOOD (P.T.) w CO, , 7. ALL CBS WALLS TO RECEIVE APPROVED R-4.2 (MIN.) INSULATION (PROVIDE R-5 IF UNDER m v " Q I T-22' 4'-74" 3'-24' 6_� 3'-2 cfJ 8'-0' S-8' (0'-0' S-8' 8-000 600 S.F. ADDITION). WOOD WALLS TO RECEIVE R-II (MIN.) GATT INSULATION AND ALL o . w v ° ? ATTIC SPACES TO RECEIVE R-30 (MIN.) GATT INSULATION FOR ALL CONDITIONED SPACES. o w � 4 b I 3 3068 cal BATi-I 7 3m68 3(d68 CONTRACTOR t0 VERIFY lUItl-I ENERGY CODE GALGS. r N 3068 8'-0" CLG. 4.1 = ^ o 2 b c� BF P<T DR _ P< DR BF - 8 . WINDOWS TO BE ALUMINUM FRAME P.G.T. (UNLESS NOTED OTHERWISE) WITH TINTED GLASS p m a w ° 4.1 IL 4 Eit 3'_4" INSTALL PER MANUFACTURERS RECOMMENDED INSTALLATION INSTRUCTIONS AND ALL °° o o v w o 3.1 LOCAL CODES. z o < p ; 13-0 O 3 `" O F30(05'KT DR 9. CAULK AND SEAL ALL WINDOWS AND DOOR OPENINGS. SEAL JOINTS BETWEEN 0,0 z w o ' BUILT IN DISSIMILAR MATERIALS AS REQUIRED. J a y LINEN GLO . ® 10. WET AREA WALLS (TUB AND SHOWER AREAS) TO HAVE 1/2'' MR. DRYWALL OR EQUAL =Y 3 5 ", w � 0 I 00 _ 11. /2°(0 CARRIAGE BOLTS SHALL BE USED IN LIEU OF NAILS IN 'SIMPSON' POST CAPS � BASES. .2)20 110 12. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING ENERGY CODE AND IF o o v o m o P4 ° O O APPLICABLE, BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE po o =�cv REF 13. THE CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR ALL MEANS AND METHODS O b Mp 4.1 8-0 CLG. OF CONSTRUCTION. THE ENGINEERS PERIODIC VISITS TO THE SITE SHALL NOT RELIEVE �; v 4 i- - - 8'-0" CLG. - THE CONTRACTOR OF ANY RESPONSIBILITY AND HE/SHE ALONE SHALL BE HELD LIABLE I/ `t FOR ANY AND ALL LITIGATION ARISING FROM INJURY. < b b ° 6� I 01 0 4.1 i 4 I�l cal 6) 14. ALL BIDDERS SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH EXISTING v I CONDITIONS AND SATISFY THEMSELVES AS TO THE EQUIPMENT OR MATERIALS REQUIRED, a p b a O OR FOR DIFFICULTIES OF A BID WILL BE CONSTRUED AS EVIDENCE THAT SUCH AN W - o .4 y 12'-0" l0'-0" 12--0" EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LABOR, ENCOUNTERED WHICH COULD I IL Oo = _ = HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE, WILL NOT BE ALLOWED. C ) O v 0 0 0 0 0 15. ALL WORK TO BE IN COMPLETE WORKING ORDER, IN PLACE, AND READY FOR USE. v © Iro. CONTRACTOR SHALL PROVIDE ENGINEER WITH SHOP DRAWINGS FOR ALL ITEMS b o m m m cn THAT REQUIRE FABRICATION. o 17. THE CONTRACTOR OR OWNER IS RESPONSIBLE FOR THE ADEQUATE - - F-2 BRACING OF ALL STRUCTURAL AND NONSTRUCTURAL COMPONENTS DURING CONSTRUCTION. 0 0 15. ALL DEBRIS/ TRASH TO BE REMOVED FROM JOB SITE AT CONTRACTORS EXPENSE, - - - 4.1 ti O 0 19. CONTRACTOR TO SUBMIT PRODUCT APPROVALS FOR - WINDOWS, DOORS, ROOF MATERIAL, CONC. LINTELS, SHUTTERS, ETC. TO ENGINEER FOR APPROVAL. I- o to I 4� COV R GENERAL WALL LEGEND o V 1 2 NTR NEW 8" CMU WALL W/ FILLED CELL AT U Q 3.1 3.1 48" O.C. (24'' O.C. FOR 2 STORY) W/ 1-#5 QQ �p FILLED SOLID. PROVIDE 2 LAYERS 5/8" rZ �„ ❑ 0 0 STUCCO 4 PAINT (COLOR SELECTED o ii - 8'-0" CLG. BY OWNER. INTERIOR TO RECEIVE U LL _ 01 ill I" FURRING STRIPS AT 16" O.C. W/ R-4.2 r,� a `r N `; cal FOIL BACKED INSULATION AND 1/2" }_j = CA w EM. EGRESS DRYWALL FINISHED AND PAINTED 4° METAL x 25 GAGE t \ INTERIOR WALL T6" O.C.O.CUDSI/2 DRYWALL AT EACH SIDE, FINISHED AND PAINTED, COLOR BY OWNER 3 VJ r L , �4 F-2 � �4 L - - - - - - - - - - - - - - - - - - - - - - - - - - F-2 - - - - � PROJECT DATA- Q w a a a a SOUARE FOOTAGE , o o T-0" 14-0" 14'-0" T-0" 14-0" 14-0" LIVING AREA 1,0r05 SQ. FT. w ol COVERED ENTRY 123 SQ. FT. W p 28'-0" 8'-0" 28'-0" W o NEW TOTAL UNDER ROOF I,I88 SQ. FT. 36'-0' 36'-0" D &IGN P,4R,4t-1 R ET 5= Q W F.B.G. 2017 RESIDENTIAL ASCE 7-10 0 Q BASIC WIND SPEED 170 MPH 3 SEC. GUST VULT./ 132 MPH VAS a BASIC WIND VELOCITY PRESSURE: 32.1 PSF FOUNDATION f=LAN FLOOR f=LAN WIND EXPOSURE CLASSIFICATION 'G' RISK CATEGORY 2 1/4"=1'-0" 1/4"=1'-0" OCCUPANCY USE/ TYPE: SINGLE FAMILY DWELLING - R3 W DETACHED ACCESSORY DWELLING STRUCTURE CONSTRUCTION TYPE: VB "� # OF STORIES: 1 3 GENERAL FOUNDATION LEGEND GENERAL FOUNDATION NOTES: DESIGN AS: (NOT ALL DESIGNATIONS AND NOTES APPLY TO THIS JOB) (NOT ALL NOTES ARE SPECIFIC TO THIS JOB) I 1. ENCLOSED X FOUNDATION FOOTINGS I. CONTRACTOR TO VERIFY ALL INTERIOR BEARING WALL FT'GS W/ ROOF DOOR 5 C H D U L E - MEAN ROOF HEIGHT - ±30' MAX. TRUSS MANUFACTURER I I TOTAL ROOF LIVE LOAD - 30PSF F-1 12'k12" THICKENED EDGE W/ 1-#5 CONT. 2. SOIL BEARING VALUES. FOUNDATION DESIGNS SHOWN HERE ARE BASED # O U AN T I T"r COD T 'P O 15 I Z 15 N O T E,5 TOTAL ROOF DEAD LOAD - 17 PSF 0 ON A SOIL BEARING VALUE OF 2,500 P.S.F. FOUNDATIONS AND SLABS BOTTOM GHORD DEAD LOAD - 10 PSF _ ARE DESIGNED TO UNIFORMLY BEAR ON WELL DRAINED NON-EXPANSIVE I I PR30(o8 SWING 74'' X 80" FRENCH DOORS (I.R.) MIN. SOIL BEARING PRESSURE - 2500 PSF F-2 IS'k 16" MONOLITHIC FOOTING W/ 2-#5 CONT. SOILS. SOILS SHALL BE COMPACTED TO S5% MIN. OF MODIFIED PROCTOR III O ATSLOCATIONS RTICERTIFIED -5 BLINEER 5PALL THE STRUCTURAL CONDUCT ON SITE OILS S UJINDOW &C�EDUL 5,45ED ON P T SIZES CODE& �OR REFERENC F-3 3'-0" x 3'-0" x 16" DEEP FOOTING W/ #5's AT 6' O.C. EACH WAY = J LL ENGINEER SHALL REVIEW FOUNDATION DESIGNS, BUILDING LOADS, 2017 FLORIDA MEC ANICALD PL2017 FLORIDA 5UILDING CERUMBING CODE CONCRETE COLUMNS AND COMPARE WITH SUBSURFACE SOIL INVESTIGATION RECOMMENDATIONS. # O ANTIT-I' CODE T-I'PE O SIZE& NOTE6 2014 NFPA (NEC) SHOULD ON-SITE OBSERVATIONS SHOW THAT FOOTINGS SHOWN HERE Z C-I 9 8" x 2 CMU W/ -#5 VERT. GROUTED SOLID AT48" O.C. C24' O.C. ARE NOT SATISFACTORY, THE STRUCTURAL ENGINEER AND ENGINEER s (AL NFPA-72 ❑ FOR 2 OR MORE STORIES. A 4 4053 S.H. 48/8" X 63 IMPACT RESISTANT CALL LOCAL AND STATE AMENDMENTS) SHALL BE CONTACTED IMMEDIATELY FOR NEW DESIGNS. B 4 25 S.H. 373/4" X 63" EGRESS AT BEDROOMS (I.R.) G-2 O 8" x 16" CMU W/ 1-#5 VERT. EACH CELL GROUTED SOLID 3. CONTRACTOR TO VERIFY SOIL DENSITY AS PER GEO-TECHNICAL ENGINEERING SOC. PRIOR TO CONCRETE PLACEMENT. C 23 S.H. 373/4" X 383/8" TEMP. OBSCURE (I.R.) a. C-3 12" x 12" CMU 'O' BLOCK W/ 4-#5 VERT. GROUTED SOLID 4. ALL REBAR TO HAVE A MIN LAP (48x BAR DIA) AT ALL JOINTS AND CORNERS CONCRETE BEAMS 5. INDICATES LOAD BEARING 2x (o OR 2x8 STUD WALL At Iro" O.C. TYP. U.N.O. REFER TO TYP DETAIL. /,/'%ice Sault Lucie l5uildin!2 Department Product Approval Submittal Affidavit � O 5-1 PERIMETER BOND BEAM PRECAST LINTELS - SEE CAST CRETE SCHEDULE 6. MINIMUM FOOTING PENETRATION. EXTEND BOTTOM OF ALL FOUNDATIONS At PERIMETER OF BUILDING 12" MINIMUM BELOW FINISHED GRADE Permit # Building 7259 S. INDIAN RIVER DRIVE: Contractor: O W O B-2 8"x 16" POURED CONC. BEAM W/ 4-#5s CONT. 7. CONCRETE STRENGTH. MINIMUM CONCRETE STRENGTH FOR ALL SLABS Opening Schedule: Swing Doors, Overhead Doors, Sliding Doors, Fixed Glass, Windows $ Skylights LL > J PATIOS, AND FOUNDATIONS SHALL BE MINIMUM 3000 PSI AFTER 28 INDICATES NEW 6" CMU WALL W/ FILLED CELLS AT 45" O.C. DAYS. PROVIDE TEST REPORTS ON EACH BUILDING FOR THE OWNERS FL # or Product Model # Manufacturer Glass Attache=ment Method Type, Size Building Design Product Design W U. RECORD AND ACCESSIBLE TO THE ENGINEER ® Uj 8. EXPANSION JOINT. PROVIDE 1/2'' THICK x 4" WIDE BITUMINOUS EXPANSION Miami-Dade Description Spacing Embedment Pressure Pressure INDICATES NEW CONCRETE LINTEL - SEE CAST GRETE SCHEDULE JOINT MATERIAL AT ALL SURFACES WHERE EXIST'G SLABS ABUT TO NEW FL-15180.4 EXT. DOOR Series N Plast Pro IMPACT 1/4"41, X 21/2" tapcon 4" o.c. min. 11/4" embed. +36.1/ -473 +50.0/ - 50.0 06 9. PATIO A56. LABS. PROVIDE 4" THICK CONCRETE SLABS REINFORCED WITH 16-0714.06 WINDOW SH-700 PGT IMPACT 1/4",P X 21/2" tapcon 12" c.c. min. 1-1/4" embed. +37.8/ -50.ro [�] W 6X(o 10/10 WELDED MESH. PLACE SLABS OVER TERMITE TREATED, WELL Product Model # Manufacturer Attache=ment Method Type, Size Builciin ggn Product gn Q ^ > Z COMPACTED SOIL AND 6-MIL VISQUEEN VAPOR BARRIER. SLOPE PATIO Spacing, Embedment 4 Stiffener etc. Pr re Pr re A W SLABS AWAY FROM BUILDING. Mullions MULLION IMP T R M UFACTURERS IN LL ION INSTR TON 17-0630.01 Gli ed Extruded O 10. SLAB FINISH. PROVIDE STEEL TROWEL FINISH ALL INTERIOR SLAB AREAS pl' M� Z � �FT' ALL �ONR OPNIN � SLABS INCLUDING GARAGES. CREATE BROOM FINISH TEXTURE FOR ALL EXTERIOR Roof SNAP AD J.A. Taylor Roofing SNAP GLAD 24 ea STEEL PANEL IS-1 2 .1 (n Q III III III /� I I 11. ALL CONCRETE BEAMS (P.C. LINTELS) BY GASTCRETE OR EQUAL. Roof Underlayment Polyglass USA Polystick MTS Plus FL525S-R29 W Q J Q WIT1=f WINDOW AND D00 '`�Nl.E - 12. VERIFY ALL WALL OPENINGS WITH WINDOW AND DOOR MANUFACTURERS Soffit Q Z a Q a.steel of a SPECIFICATIONS. Hurricane Panels Gauge J _ ` EXACT 5I ZE 5, 13. PROVIDE RECESSES IN SLAB AS REQUIRED FOR ALL EXTERIOR DOORS Z Z VERIFY RECESS WITH MANUFACTURER) less than 6' span _ �J U Hurricane Panels Gauge of steel F-I M Z an W O 0 �i ti CLI1 LATIC AND C;EOC�R�AFHIC DESIGN CRITERIA Z M LL GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN SHEET SNOW Speed' tp oographic Termite`Special Wind- DESIGN , Weathering° Frost DESIGN UNDERLAYMENT HAZARDSg FREEZING ANNUAL (mph) effectsk wind borne line LOAD CATEGORY TEMP' REQUIRED` INDEX' TEMP' region' debris depthb zone'" • N/A See Fig. R301.2(4) N/A Negligible N/A �V4ery N/A N/A N/A N/A N/A 2 OF 7 SHEETS