HomeMy WebLinkAboutAPROVED REVISION, TRUSS Stroke 12 02.10.22 Full Set Dig SealGENERAL NOTES:1. DESIGN CODEA. TO THE BEST OF THE DESIGN PROFESSIONALS KNOWLEDGE, THESE DOCUMENTS HAVE BEEN PREPARED WITH AND ARE IN COMPLIANCE WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS 553 AND 633 OF THE FLORIDA STATUTES. THESE DOCUMENTS MEET OR EXCEED THE REQUIREMENTS OF:a. 2020 FLORIDA BUILDING CODE, SEVENTH EDITION, BUILDING, FBC.b. 2020 FLORIDA BUILDING CODE, SEVENTH EDITION, RESIDENTIAL, FBC-R.c. 2020 FLORIDA BUILDING CODE ENERGY, FBC-E.d. 2020 FLORIDA MECHANICAL CODE, FBC-M.e. 2017 NATIONAL ELECTRIC CODE, NEC.f. 2020 FLORIDA PLUMBING CODE, FBC-P.g. 2020 FUEL GAS CODE, FBC-FG.h. FLORIDA FIRE PREVENTION CODE, SEVENTH EDITION, FFPC.i. NATIONAL FIRE PROTECTION ASSOCIATION, NFPA.2. DESIGN CRITERIAA. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE (ACI) 318 AND 332.B. ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530/530.1: AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE); TMS 402.C. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 318.D. ALL WOOD FRAMING SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS LISTED IN THE FLORIDA BUILDING CODE OF THE FOLLOWING REFERENCED DOCUMENTS:1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION BY THE AMERICAN WOOD FOREST AND PAPER ASSOCIATION (AFPA)2. TIMBER CONSTRUCTION MANUAL BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION3. NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES (ANSI:TPI-1 BY TRUSS PLATE INSTITUTE (TPI))4. GUIDE TO WOOD PRACTICE FOR HANDLING INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES (BCSI 1: BY TPI AND WTCA)5. ROOF AND WALL SHEATHING SHALL BE IN ACCORDANCE WITH APA PS1-95 OR NER-108D.6. AMERICAN WOOD PROTECTION ASSOCIATION STANDARDS.3. DESIGN LOADSA. ROOF DEAD LOAD:a. TOP CHORD (ROOF) 17 PSF (SHINGLE)b. BOTTOM CHORD (CEILING) 10 PSF (GYPSUM)B. ROOF LIVE LOAD: 20 PSFC. DEAD LOAD FOR UPLIFT CALCULATION: 10 PSF D. ATTIC LIVE LOAD 10 PSF4. STRUCTURE SPECIFICATIONA. BUILDING OCCUPANCY CATEGORY: IIB. CONSTRUCTION TYPE: V-BC. OCCUPANCY CLASSIFICATION: R-3D. WIND SPEEDa. ULTIMATE (LRFD) = 160 MPHb. ALLOWABLE (ASD) = 124 MPHE. WIND EXPOSURE CATEGORY: C F. ENCLOSURE CLASSIFICATION: ENCLOSEDG. INTERNAL PRESSURE COEFFICIENT: +/-0.18H. WIND-BORNE DEBRIS AREA: YESI. REFER TO DRAWINGS FOR STRUCTURE HEIGHT AND AREAJ. STRUCTURAL LOADS AND DESIGN PRESSURES LISTED IN THESE PLANS ARE ALLOWABLE (ASD) UNLESS NOTED OTHERWISE.5. PROJECT REQUIREMENTS:A. THESE PLANS SHALL REMAIN ON THE PROJECT AT ALL TIMES.B. THE CONTRACTOR AND SUB-CONTRACTORS SHALL STRICTLY ADHERE TO ALL APPLICABLE CODES DURING THE COURSE OF CONSTRUCTION, INCLUDING ALL STATE, CITY AND COUNTY BUILDING, ZONING, ELECTRICAL, MECHANICAL, PLUMBING AND FIRE CODES, AS WELL AS ANY APPLICABLE HOMEOWNER ASSOCIATION REQUIREMENTS.C. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL NOTIFY THE DESIGN PROFESSIONAL OF RECORD OF ANY DISCREPANCIES OR CONFLICT WITH APPLICABLE CODES PRIOR TO CONSTRUCTION.D. THE ARCHITECT / ENGINEER SHALL NOT BE RESPONSIBLE FOR SAFETY PROCEDURES, THE MEANS AND METHODS OF CONSTRUCTION, TECHNOLOGIES OR THE FAILURE OF THE CONTRACTOR TO COMPLETE THE WORK IN ACCORDANCE WITH DRAWINGS, SPECIFICATIONS OR THE RELATED CODES.E. THE CONTRACTOR SHALL FULLY REVIEW ALL ITEMS CONTAINED IN THE DRAWINGS AND SHALL COORDINATE ALL DIMENSIONS, LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, EMBEDS, SLEEVES, ETC.F. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE ERECTION PROCEDURES AND SEQUENCING. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR HIRING A DESIGN PROFESSIONAL FOR TEMPORARY SHORING OR LIFTING PROGRAMS.G. NOTES, DETAILS, AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW GENERAL REQUIREMENTS THROUGHOUT. "TYPICAL" DETAILS SIMPLY REFER TO ALL CONDITIONS TREATED SIMILARLY. CONTRACTOR SHALL MAKE MINOR MODIFICATIONS TO ACCOMMODATE MINOR SIMILAR VARIATIONS.H. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES OR MODIFICATIONS WITHOUT EXPRESSED WRITTEN APPROVAL OF THE ENGINEER OF RECORD IN ADVANCE.ABBREVIATIONS:AB ANCHOR BOLT MATL MATERIALAFF ABOVE FINISHED FLOOR MAX MAXIMUMADJ ADJACENT MECH MECHANICALARCH ARCHITECTURAL MIN MINIMUMBLDG BUILDING NTS NOT TO SCALEBM BEAM O.C. ON CENTERBOT BOTTOM OPT OPTIONALBRG BEARING OSB ORIENTED STRAND BOARDCJ CONTROL JOINT PLY PLYWOODCL CENTERLINE PSI POUNDS PER SQUARE INCHCMU CONCRETE MASONRY UNIT PSF POUNDS PER SQUARE FOOTCOL COLUMN PT PRESSURE TREATEDCONC CONCRETE REINF REINFORCEMENTCOND CONDITION REQD REQUIREDCONT CONTINUOUS RO ROUGH OPENINGCONST CONSTRUCTION RTU ROOF TOP UNITCLG CEILING SCH SCHEDULEDBL DOUBLE SHTHG SHEATHINGDIA DIAMETER SIM SIMILARDR DOOR SMS SHEET METAL SCREWSDWG DRAWING SP SOUTHERN YELLOW PINEEA EACH SPF SPRUCE PINE FIREJ EXPANSION JOINT STL STEELELECT ELECTRICAL STR STRUCTURALEOR ENGINEER OF RECORD SGD SLIDING GLASS DOOREQUIP EQUIPMENT SQ SQUAREFF FINISH FLOOR T&G TONGUE AND GROOVEFT FOOT / FEET TOB TOP OF BEARINGGA GAUGE TYP TYPICALGC GENERAL CONTRACTOR UNO UNLESS OTHERWISE NOTEDGYP GYPSUM VERT VERTICALHGT HEIGHT W/ WITHHORIZ HORIZONTAL WIC WALK IN CLOSETHB HOSE BIB WD WOODINS INSULATION WWF WELDED WIRE FABRICKSI KIPS PER SQUARE INCH W/O WITHOUTMAS MASONRY WDW WINDOWCONCRETE:1. MATERIALSA. ALL WORK SHALL BE MIXED, PLACED, AND CURED IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE ACI 318.B. CONCRETE SHALL HAVE THE FOLLOWING SPECIFICATIONS UNLESS NOTED OTHERWISE:AREA STRENGTH (PSI) SLUMP AGGREGATE SIZESLAB 3,000 PSI (28 DAYS) 4"-6" 3/4" - 2"FOOTER 3,000 PSI (28 DAYS) 4"-6" 3/4" - 2"C. GENERAL CONTRACTOR SHALL SUBMIT MIX DESIGN TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO PLACING ANY CONCRETE.D. MATERIAL FOR CONCRETE SHALL CONFORM TO THE FOLLOWING:a. PORTLAND CEMENT - ASTM C150b. AGGREGATES: COURSE AGGREGATE: ASTM C33, LIGHTWEIGHT: ASTM C330, FINE: ASTM C33E. WATER SHALL BE FREE OF CONTAMINANTS, CLEAN AND POTABLE.F. WATER SHALL NOT BE ADDED TO THE MIX ONSITE UNLESS SPECIFICALLY APPROVED IN THE MIX DESIGN SPECIFICATIONS PER THE SPECIFIED VOLUME.G. ADMIXTURES SHALL CONFORM TO THE MIX DESIGN.2. TESTING AND SAMPLING A. ALL TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY IN ACCORDANCE WITH ASTM REQUIREMENTS. TEST REPORTS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO FURTHER CONSTRUCTION.B. THREE CYLINDER TEST SAMPLES SHALL BE MADE DURING EACH DAYS SEQUENCE PER EVERY 50 YARDS. TWO SLUMP TESTS (PER ASTM C143) SHALL BE PERFORMED AND RECORDED FOR EACH BATCH, ONE AT THE BEGINNING AND ONE AT THE END.a. ONE CYLINDER SHALL BE BROKEN AT 7 DAYS AND ONE AT 28 DAYS. RESERVE CYLINDER WILL BE NEEDED IF SECOND TEST FAILS SPECIFICATIONS.C. SUBMIT TEST RESULTS TO ENGINEER OF RECORD WITHIN FIVE DAYS OF RESULTS.3. GROUTA. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 HAVING A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI.B. CONTRACTOR SHALL ADD PLASTICIZER TO GROUT MIXTUREC. FILL CMU CELLS SOLID WITH GROUT AT ALL UNITS RECEIVING REINFORCEMENT AND AS NOTED ON DRAWINGS AND SECTIONS.D. FILL SOLID FIRST COURSE BELOW CHANGE IN WALL THICKNESS AND AT TOP OF ALL CMU WALLS.E. GROUT SHALL BE PLACED FLUSH TO THE TOP OF ALL LINTELS AND BOND BEAMS. CONSOLIDATE AND RE-CONSOLIDATE GROUT WITH VIBRATOR FOR FULL HEIGHT OF FILLED CELLS, BOND BEAMS, AND LINTELS.4. REINFORCINGA. REINFORCING SHALL HAVE GRADE IDENTIFICATION MARKS AND SHALL CONFORM TO ASTM A615, GRADE 60.B. REINFORCING SHALL BE FREE OF RUST, SCALE OR OTHER BOND REDUCING COATINGS.C. REINFORCING SHALL BE PLACED IN CONCRETE TO PROVIDE MINIMUM COVERAGE IN ACCORDANCE WITH ACI 318 OR AS INDICATED IN THE DRAWINGS.a. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH - 3"b. CONCRETE EXPOSED TO EARTH OR WEATHER - 1.5"c. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND - 3/4"D. MINIMUM LAP SPLICE (UNLESS NOTED OTHERWISE)BAR SIZE MASONRY CONCRETE 1500 PSI 2000 PSI 3000 PSI 4000 -5000 PSI#4 24" 21" 27" 15"#5 30" 26" 21" 19"#6 36" 31" 26" 22"#7 42" 46" 37" 32"#8 48" 53" 43" 37"E. ACCURATELY PLACE AND SUPPORT REINFORCING WITH CHAIRS, BAR SUPPORTS, SPACERS, OR HANGERS AS RECOMMENDED BY ACI DETAILING MANUAL.F. PLACE (1) ONE ACI STANDARD LAP SPLICE BAR, OF THE SAME SIZE AS FOUNDATION REINFORCING, LOCATED AT THE OUTSIDE BAR OF FOUNDATION CORNERS.G. ENGINEER ASSUMES NO RESPONSIBILITY FOR EXPANSION/CONTRACTION CRACKS THAT MAY APPEAR IN CONCRETE SLABS. THE USE OF WELDED WIRE MESH AND/OR FIBER MESH WILL GREATLY REDUCE RISK OF THESE TYPES OF CRACKS. THE USE OF DIAGONAL STEEL AT RE-ENTRANT CORNERS IS HIGHLY RECOMMENDED BUT NOT REQUIRED UNLESS NOTED ON THE FOUNDATION PLAN. SLAB CRACKS ARE TYPICALLY EXPECTED AND PREVENTATIVE MEASURES SHALL BE TAKEN TO ISOLATE/CONTROL AND CRACKS THAT MAY AFFECT ARCHITECTURAL FINISHES.H. WELDED WIRE MESH, IF USED, SHALL BE IN ACCORDANCE WITH ASTM A85 AND SHALL BE 6x6-W1.4xW1.4, UNLESS NOTED OTHERWISE ON DRAWINGS.a. INSTALL WELDED WIRE MESH IN THE MIDDLE OF THE SLAB AND SUPPORT WITH APPROVED MATERIALS OR SUPPORTS AT SPACING NOT TO EXCEED THREE FEET ON CENTER OR IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATION.b. LAP ALL JOINTS IN WELDED WIRE MESH 12 INCHES.I. FIBER MESH, IF USED IN LIEU OF WELDED WIRE MESH SHALL BE 2.1 LBS PER CUBIC YARD UNLESS NOTED OTHERWISE.SITE WORK:1. SOILA. ALL WORK SHALL CONFORM TO THE FINAL GEOTECHNICAL REPORT AND THE FINAL GRADING PLAN ACCEPTED BY THE AUTHORITY HAVING JURISDICTION.B. IF THE SOILS REPORT IS NOT AVAILABLE, SOIL BEARING CAPACITY IS ASSUMED TO BE A MINIMUM OF 1,800 PSF. C. CONTRACTOR SHALL VERIFY COMPACTION REQUIREMENTS PRIOR TO THE EXECUTION OF WORK. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN PROFESSIONAL PRIOR TO COMMENCEMENT OF WORK.D. FOOTINGS SHALL BE PLACED ON UNDISTURBED SOIL OR COMPACTED FILL, FREE OR ORGANIC MATTER AND COMPACTED TO 95% OF THE MODIFIED PROCTOR, UNLESS OTHERWISE NOTED IN THE GEOTECHNICAL REPORT.E. THE SOILS WITHIN 15 FEET OF THE PROPOSED BUILDING PAD SHALL BE FREE OF ANY WOOD, VEGETATION. STUMPS, CARDBOARD, TRASH, OR OTHER DELETERIOUS MATERIAL.F. WATER MANAGEMENT AT THE PERIMETER SHALL BE MAINTAINED AND SHALL INCLUDE:a. CONDENSATE DRAINS AND ROOF DOWN SPOUTS SHALL DISCHARGE AT LEAST 12" FROM BUILDING.b. IRRIGATION / SPRINKLER SYSTEMS, INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 16" OF BUILDING.c. LANDSCAPE SHALL BE INSTALLED AT LEAST 24" AWAY FROM BUILDING PERIMETER.G. ANY FILL BROUGHT TO THE SITE SHALL MEET PROJECT REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.2. SOIL TREATMENTA. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES BAITING SYSTEMS, AND/OR PESTICIDES APPLIED TO WOOD OR OTHER APPROVED METHODS.B. BOXED AREAS IN CONCRETE FLOORS FOR INSTALLATION OF TRAPS, ETC. SHALL BE MADE WITH PERMANENT METAL OR APPROVED PLASTIC FORMS. FORMS SHALL BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER INITIAL TREATMENT.C. PROVIDE VAPOR BARRIER IMMEDIATELY FOLLOWING SOIL TREATMENT.D. A LICENSED PEST CONTROL COMPANY SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE BUILDING DEPARTMENT AT COMPLETION OF TREATMENT. E. AFTER COMPLETION OF WORK, ALL LOOSE WOOD, CONSTRUCTION DEBRIS, AND ORGANIC MATERIAL SHALL BE REMOVED FROM WITHIN 16" OF BUILDING PERIMETER.MASONRY:1. MATERIALSA. ALL HOLLOW LOAD BEARING CONCRETE BLOCK SHALL CONFORM TO ASTM C90, GRADE N, TYPE II.B. COMPRESSIVE STRENGTH OF ALL CONCRETE MASONRY UNITS (CMU) SHALL BE 2000 PSI MINIMUM BASED ON THE NET CROSS SECTIONAL AREA.C. MORTAR SHALL BE TYPE S AND SHALL CONFORM TO ASTM C270.D. GROUTING SHALL BE AS SPECIFIED IN NOTES.2. EXECUTION A. ALL CONCRETE MASONRY UNITS SHALL BE LAID IN FULL SETTING BED AND IN RUNNING BOND UNLESS NOTED ON DRAWINGS.B. ALL EXTERIOR MASONRY WALLS SHALL HAVE 9 GAUGE "LADDER TYPE" HORIZONTAL REINFORCEMENT LOCATED EVERY 16" ON CENTER VERTICAL. CORNERS SHALL USE PRE-FAB "L" AND "T" SECTIONS.C. OVER ALL MASONRY OPENINGS AND WALLS , PROVIDE PRE-CAST LINTELS, CAST-IN-PLACE CONCRETE TIE-BEAMS, BOND BEAMS, OR OTHER HEADERS AS INDICATED ON DRAWINGS.a. LINTELS AND BOND BEAMS SHALL BE REINFORCED AND FULLY GROUTED SOLID UNLESS OTHERWISE INDICATED ON DRAWINGS.b. TIE-BEAMS SHALL BE REINFORCED AND POURED SOLID WITH CONCRETEc. VERTICAL REINFORCING AT OPENINGS SHALL BE AS INDICATED ON DRAWINGS.D. VERTICAL FILLED CELLS SHALL MEET THE FOLLOWING:a. HAVE A MINIMUM OF ONE #5 REBAR, LAPPED FOR FULL LENGTH OF FILLED CELLb. VERTICAL REINFORCING SHALL BE LAPPED TO FOUNDATION DOWEL EMBEDDED IN FOOTING.c. TERMINATE VERTICAL REINFORCING AT THE TOP WITH A STANDARD ACI HOOK, LAPPED TO HORIZONTAL REINFORCING IN BOND BEAM, TIE-BEAM, OR LINTEL.d. REFER TO CONCRETE NOTES FOR GROUT AND REINFORCEMENT REQUIREMENTS.E. PROVIDE TEMPORARY BRACING FOR ALL CMU WALLS AND STEM WALLS DURING CONSTRUCTION.F. PROVIDE MASONRY CONTROL JOINTS AS REQUIRED BY ACI 530.G. IF DOWELS ARE MISPLACED OR MISSING, THE FOLLOWING REMEDIAL ACTION SHALL BE TAKEN AS APPROPRIATE:a. IF THE WALL HAS NOT BEEN BUILT; DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE CORRECT LOCATION, INSTALL A 36" LONG #5 REBAR WITH SIMPSON TIE "SET EPOXY". FOLLOW THE MANUFACTURERS REQUIREMENT REQUIRING CLEANING THE HOLE AND MIXING THE EPOXY.b. IF THE WALL HAS BEEN BUILT: PRIOR TO LINTEL POUR OPEN THE WALL AT THE CORRECT LOCATION, APPROXIMATELY 16" HIGH AND 14" WIDE AT THE FLOOR, DRILL AND EPOXY THE REBAR AS DESCRIBED ABOVE, LAP VERTICAL STEEL TO THE TIE OR BOND BEAM. FORM WALL AND POUR SOLID WITH GROUT, CONSOLIDATING AS NECESSARY.H. CURE MASONRY SURFACES FOR 3 DAYS.5. PLACEMENT AND FINISHINGA. ALL CONCRETE PLACED UNDER ROOF PROTECTION SHALL BE PLACED OVER 6 MIL POLYETHYLENE VAPOR BARRIER, LAPPED 8 INCHES MINIMUM WITH ALL SEAMS TAPED UNLESS NOTED OTHERWISE.B. PLACE ALL EMBEDDED ITEMS (ANCHOR BOLTS, DOWELS, ETC.) IMMEDIATELY PRIOR TO PLACEMENT OF CONCRETE OR DURING CONCRETE OPERATIONS.C. PROTECT ALL CONCRETE FROM DAMAGE AFTER PLACEMENT.D. CONCRETE SHALL BE PLACED WITHIN 90 MINUTES OF BATCHING UNLESS MIX DESIGN SPECIFIES OTHERWISE.E. CONCRETE SHALL BE PLACED WITHIN THE SLUMP LIMITS SPECIFIED IN THE DESIGN MIX.F. WATER ADDED AT THE SITE SHALL BE KEPT TO A MINIMUM AND WITHIN THE SPECIFIED SLUMP. RUN MIXER FOR THIRTY REVOLUTIONS AT 8-12 RPM FOLLOWING THE ADDITION OF WATER AT THE SITE.G. CONCRETE SHALL NOT BE PLACED DURING RAIN. FOLLOWING PLACEMENT OF CONCRETE, PROTECT FROM RAIN PRIOR TO INITIAL SET.H. PLACEMENT SHALL BE CONTINUOUS UNTIL ALL WORK IS COMPLETED.I. DO NO USE CONTAMINATED, DETERIORATED, OR RETEMPERED CONCRETE.J. THOROUGHLY WORK CONCRETE AROUND REINFORCING BARS.K. PLACE CONCRETE TO GRADES AND ELEVATIONS REQUIRED FOR PROJECT.L. REMOVE ALL GRADE STAKES AFTER PLACEMENT OF CONCRETE.M. AT SLABS GREATER THAN 20 FEET IN ANY DIRECTIONa. PROVIDE SAW CUT CONTROL JOINTS IN CONCRETE AFTER INITIAL SET AND PRIOR TO HARDENINGb. SAWCUT JOINTS SHALL BE 1/3 THE DEPTH OF THE SLAB.c. ANY SLAB EXCEEDING 20 FEET SHALL BE DIVIDED AT ALL CORNERS AND SHALL EXTEND IN EACH 90 DEGREE DIRECTION.N. PROVIDE SURFACE FINISH REQUIRED FOR INTENDED FINAL APPLICATION.O. SILL PLATE ANCHORS SHALL BE AS SPECIFIED IN SPECIFICATIONS.P. CONSOLIDATE CONCRETE THOROUGHLY DURING CONCRETE OPERATIONS.Q. CURE CONCRETE FOR THREE DAYS TO MINIMIZE SHRINKAGE CRACKS.WOOD FRAMING COMPONENTS:LUMBER1. MATERIALSA. ALL WOOD AND WOOD CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS AND CODES INDICATED IN THE DESIGN CRITERIA:B. LUMBER SHALL BE IN ACCORDANCE WITH THE NATIONAL GRADING RULES AND SHALL BEAR GRADE STAMP OF SPIB, OR OTHER ASSOCIATION RECOGNIZED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION.C. LUMBER 2" OR LESS IN NOMINAL THICKNESS SHALL NOT EXCEED 19% IN MOISTURE CONTENT AT THE TIME OF INSTALLATION AND SHALL BE STAMPED "S-DRY", "K-D", OR "MC15". ALL LUMBER SHALL BE S4S.D. ALL ROOF FRAMING MEMBERS ABOVE THE CEILING LINE SHALL BE SOUTHERN PINE #2 GRADE OR BETTER.E. INTERIOR BEARING AND EXTERIOR WOOD FRAMED WALL SHALL BE SPF #2, OR BETTER, UNLESS NOTED OTHERWISE ON DRAWINGS.F. INTERIOR NON-BEARING WALL MAY BE 2x's WOOD OR LIGHT GAUGE METAL STUDS AT 24" ON CENTER. 2. EXECUTION A. WOOD FASTENING SHALL BE SPECIFIED IN THE DRAWINGS.B. FASTENING NOT SPECIFICALLY IDENTIFIED ON DRAWINGS SHALL COMPLY WITH THE REQUIREMENTS OF THE BUILDING CODE.C. INTERIOR BEARING AND EXTERIOR WOOD FRAMED WALLS SHALL BE NOMINAL 4 INCHES WIDE SPACED AT 16" ON CENTER MAXIMUM, UNLESS NOTED OTHERWISE ON THE DRAWINGS.D. ALL LUMBER IN CONTACT WITH CONCRETE/MASONRY/DIRT OR EXPOSED TO THE WEATHER SHALL BE NATURALLY DURABLE MATERIALS OR PRESSURE TREATED.E. DOUBLE TOP PLATES OF FRAMED WALLS SHALL BE LAPPED 24 INCHES MINIMUM. F. USE LEGEND BELOW FOR CONVENTIONAL FRAME AND OVER-BUILT FRAMING MEMBERS AND CONNECTIONS, SPACING BELOW IS 24" ON CENTER.RAFTER 2x4 SYP 2x6 SYP 2x8 SYP 2x10 SYP 2x12 SYPMAX. SPAN 5'-0" 8'-0" 12'-0" 15'-0" 19'-0"G. RIDGE AND VALLEY MEMBERS SHALL HAVE A NOMINAL DEPTH OF 2 INCH LARGER THAN RAFTERS AND SHALL BE TWO PLY FOR MEMBERS LONGER THAN 16'-0".H. HEADERS SHALL BE AS SPECIFIED IN HEADER SCHEDULE WITH STUDS AND STRAPPING SPECIFIED HEADERS SHALL BE SOUTHERN PINE #2 OR BETTER, MINIMUM HEADER UNLESS NOTED OTHERWISE SHALL BE (2) 2x12.I. A BUILT UP OR SOLID SAWN COLUMN SHALL BE INSTALLED UNDER GIRDERS AND / OR BEAMS IN BEARING WALLS AS NOTED ON DRAWINGS.SHEATHING:1. MATERIALSA. SHEATHING SHALL BE IN ACCORDANCE WITH PS 1-09 / ANSI A 199.1. ALL SHEETS SHALL BEAR APPROPRIATE GRADING STAMP OF APA AND SPAN RATING.B. SHEATHING SHALL NOT EXCEED 19% MOISTURE CONTENT WHEN INSTALLED. DO NOT INSTALL VAPOR/MOISTURE BARRIERS ON SHEATHING AFTER A RAIN EVENT UNTIL THE MOISTURE CONTENT DROPS BELOW 19%. C. FLOOR SHEATHING SHALL BE A MINIMUM OF 23/32" 24/16 SPAN RATED STRUCTURAL SHEATHING FOR 16" ON CENTER SPACING OR 48/24 FOR SPACING GREATER THAN 16" ON CENTER.D. WALL SHEATHING SHALL BE 24/16 SPAN RATED STRUCTURAL SHEATHING.E. ROOF SHEATHING SHALL BE AS NOTED IN THE ROOF SHEATHING AND ATTACHMENT SCHEDULE.2. EXECUTION A. SHEATHING SHALL HAVE 1/8" GAP AT ALL EDGES FOR EXPANSION AND CONTRACTION AT ALL EDGES UNLESS NOTED OTHERWISE.B. FLOOR SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR SUPPORTS GLUED AND SCREWED WITH #10 SCREWS AT 6" ON CENTER.C. ROOF SHEATHING SHALL BE FASTENED AS SPECIFIED IN THE DRAWINGS. ADD BLOCKING AT ALL PANEL EDGES IN ZONE 3 (CORNERS).FASTENERS:1. MATERIALSA. WOOD CONNECTORS AND HOLD-DOWNS SHALL BE AS SPECIFIED IN THE DRAWINGS AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.B. CONNECTORS FOR TRUSS TO TRUSS COMPONENTS SHALL BE SPECIFIED PER THE TRUSS MANUFACTURER.C. FASTENERS AND CONNECTORS USED ON UN-TREATED WOOD EXPOSED TO THE WEATHER SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL.D. FASTENERS AND CONNECTORS (INCLUDING TRUSS PLATES, NAILS, BOLTS, ANCHORS, ETC.) USED IN CONTACT WITH TREATED WOOD SHALL BE COMPATIBLE WITH THE TREATMENT METHOD AND AS FOLLOWS:a. WOOD TREATED WITH DOT SODIUM BORATE - MINIMUM G90 ZINC COATINGb. WOOD TREATED WITH ACQ-C OR ACQ-D OR OTHER BORATE (NON-DOT) - MINIMUM G185 ZINC COATINGc. FOR ALL OTHER TREATMENT - COMPLY WITH THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD SUPPLIERd. STAINLESS STEEL CONNECTORS MAY BE USED FOR ANY TYPES OF TREATED OR UNTREATED WOOD e. SEE CHART BELOW FOR NAIL SIZE CONVERSION WITH CONNECTOR CHARTS.• TYPE DIAMETER• 8d COMMON 0.131"• 10d / 12 COMMON 0.148"• 16d COMMON 0.162"2. EXECUTION A. HANGARS AND FRAMED COMPONENTS SHALL BE FURNISHED BY THE MANUFACTURER WITH NAILS FOR SPECIFIC USE AND INSTALLATION.B. ALL PRE-MANUFACTURED CONNECTORS SHALL HAVE NAILS / SCREWS / ANCHORS INSTALLED IN ACCORDANCE WITH THE CONNECTOR SCHEDULE AND MANUFACTURERS SPECIFICATIONS, FULLY DRIVEN.C. ALL SOLE PLATES SHALL BE AS DESCRIBED HEREIN AND SHALL MEET THE FOLLOWING:a. ALL ANCHOR BOLTS SHALL HAVE 2"x2"x1/8" PLATE WASHERS UNLESS NOTED OTHERWISE.b. BOLTS SHALL BE LOCATED AT CORNERS AND JAMBS AND WITHIN 6" OF EACH END OR JOINT IN PLATE.c. PLATES LESS THAN 20 INCHES IN LENGTH SHALL HAVE ONE ANCHOR INSTALLED IN THE MIDDLE THIRD OF THE PLATE LENGTH.d. SLEEVE ANCHORS AND EXPANSION ANCHORS ARE NOT PERMITTED AT EXTERIOR WALLS.D. REFER TO THE SOLE PLATE ANCHORAGE SCHEDULE ATTACHMENTS OF PLATE TO CONCRETE OR MASONRY.PRE-ENGINEERED WOOD TRUSSES:1. GENERALA. NO MODIFICATIONS TO THE TRUSS LAYOUT SHOWN ON THIS PLAN SHALL BE MADE WITHOUT THE APPROVAL OF THE ENGINEER OF RECORD.B. ALL TRUSSES AND TRUSS DETAILS SHALL BE DESIGNED, SPECIFIED, AND CERTIFIED BY THE REGISTERED ENGINEER OF THE TRUSS MANUFACTURER.C. TRUSS TO TRUSS CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER.D. TRUSS MANUFACTURER SHALL VERIFY ALL DIMENSIONS AND SUBMIT SHOP DRAWINGS WITH CALCULATIONS SIGNED BY A FLORIDA REGISTERED TRUSS ENGINEER TO THE ENGINEER OF RECORD AND GENERAL CONTRACTOR FOR APPROVAL PRIOR TO FABRICATION.E. TRUSS DESIGN AND FABRICATION SHALL COMPLY WITH TRUSS PLATE INSTITUTE (TPI).F. TRUSS MANUFACTURER TO FOLLOW GABLE END DETAIL FOR ADDITIONAL LOADING REQUIREMENTS (AS OCCURS).2. MATERIALSA. TRUSS MANUFACTURER SHALL DESIGN ALL TRUSSES AND TRUSS COMPONENTS FOR LOADS SPECIFIED IN NOTES. B. TRUSSES SHALL BE DELIVERED TO THE PROJECT SITE WITH THE FOLLOWING MINIMUM DOCUMENTATION SUPPLIED BY THE TRUSS MANUFACTURER.a. GABLE END BRACING DETAILS AND RECOMMENDATIONSb. LATERAL BRACING AND RESTRAINT DETAILSc. CONTINUOUS LATERAL BRACING (CLB) INSTALLATION REQUIREMENTSd. PIGGYBACK INSTALLATION DETAILSe. CONVENTIONAL FRAMED VALLEY DETAILf. TOE NAIL DETAIL FOR JACK TRUSSESg. TWO PLY CONNECTION DETAIL 3. EXECUTION A. ERECTION OF TRUSSES SHALL BE IN ACCORDANCE WITH THE BUILDING COMPONENTS SAFETY INFORMATION PUBLICATION, BCSI 1-15. THE ERECTION CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER WOOD TRUSS HANDLING AND FOR PROPER TEMPORARY AND PERMANENT BRACING. TRUSSES SHALL BE MAINTAINED IN PROPER ALIGNMENT AND SHALL NOT BE STRUCTURALLY DAMAGED.B. TRUSSES ARE NOT SAFE OR STABLE UNTIL ALL SHEATHING, CONNECTORS, AND BRACING HAS BEEN INSTALLED. CONTRACTOR SHALL NOT REMOVE SHORING UNTIL SYSTEM IS COMPLETE.C. TRUSSES SHALL BE INSTALLED AS INDICATED IN THE LAYOUT SUPPLIED BY THE TRUSS MANUFACTURER AND NOT GREATER THAN 24" ON CENTER.D. PERMANENT 2x4 HORIZONTAL BRACING SHALL BE INSTALLED ON TOP OF THE BOTTOM CHORDS OF ALL ROOF TRUSSES WITH SPANS GREATER THAN 10'. BRACING SHALL BE NAILED WITH (2) 10d NAILS AT EACH TRUSS AND SPACED NO MORE THAN 10' ON CENTER.E. FLOOR FRAMING SHALL BE PRE-ENGINEERED FLOOR TRUSSES OR MANUFACTURED LUMBER SPACED AT 24" ON CENTER MAXIMUM, UNLESS NOTED OTHERWISE ON DRAWINGS.F. FLOOR FRAMING SHALL BE LOCATED TO ACCOMMODATE MECHANICAL AND ELECTRICAL LAYOUT.DOORS AND WINDOWS:1. GENERALA. THE DESIGN PRESSURES FOR THE DOORS AND WINDOWS SHALL BE NOT LESS THAN THE VALUES SHOWN IN THE SCHEDULE OR PLAN. THESE DESIGN PRESSURES ARE LISTED IN ALLOWABLE (ASD) WIND PRESSURES.B. ALL EGRESS WINDOWS SHALL MEET FBC SECTION 1029 OR FBC-R 310, AS APPLICABLE.C. GLAZING IN HAZARDOUS LOCATIONS SHALL COMPLY WITH FBC-R 308.D. OPENINGS FROM A PRIVATE GARAGE TO RESIDENCE SHALL MEET FBC-R 302.5.1.E. SHUTTERS (IF INSTALLED) SHALL MEET FBC-R 301.2.1.2.F. OPENING NOTATIONSa. WIDTH (FEET INCHES) x HEIGHT (FEET INCHES). EXAMPLE: 21068 = 2'-10" WIDE x 6'-8" TALLb. TWIN OR DOUBLES: EXAMPLE (2) 3050 = TWO 3'-0" WIDE x 5'-0" TALL WINDOWS MULLED TOGETHER2. MATERIALSA. THE EXTERIOR DOORS AND WINDOWS SHALL BE INSTALLED IN STRICT COMPLIANCE WITH THE MANUFACTURER'S NOTICE OF APPROVAL (MIAMI NOA OR FBC APPROVAL).B. THE EXTERIOR DOORS AND WINDOWS MUST WITHSTAND THE IMPACT OF WIND BORNE MISSILES, OR SHALL BE PROTECTED WITH AN APPROVED IMPACT RESISTANT COVERING.C. EACH UNIT SHALL BEAR A LABEL WITH THE MANUFACTURER'S NAME AND DESIGN PRESSURES, WHICH SHALL REMAIN UNTIL FINAL INSPECTION IS PASSED BY LOCAL AUTHORITY HAVING JURISDICTION.D. ALL FENESTRATIONS (WINDOWS, DOORS, AND GLAZED BLOCK) SHALL COMPLY WITH THE FOLLOWING U FACTORS AND S.H.G.C. (FBC-EC R402.3) OR PROVIDE A PERFORMANCE BASED ENERGY CODE (FBC E400.3).a. IMPACT GLAZING: U FACTOR = 0.65 MAXIMUM AND S.H.G.C = 0.25 MAXIMUMb. NON-IMPACT GLAZING: U FACTOR = 0.40 MAXIMUM AND S.H.G.C = 0.25 MAXIMUME. SELF-ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. FLUID APPLIED MEMBRANES SHALL MEET AAMA 714. THE FLASHING SHALL EXTEND PAST THE SURFACE OF THE EXTERIOR WALL FINISH. ALL LISTED PRODUCTS BELOW ARE APPROVED ALONG WITH ADDITIONAL PRODUCTS THAT MEET OR EXCEED THEIR PERFORMANCE SPECIFICATIONS.a. LIQUID FLASHING: OSI QUAD FLASH, PROTECTOWRAP LWM200, OR TREMCO DYMONIC 100.3. EXECUTIONA. PRIOR TO INSTALLATION, ALL FRAMES AND BUCKS SHALL BE CHECKED FOR RACK, TWIST, AND OUT OF SQUARE.B. FOLLOW FMA (FENESTRATION MANUFACTURERS ASSOCIATION) GUIDELINES FOR FLASHING ALL OPENINGS.a. CAULK ALL INSIDE CORNERS OF OPENINGS WITH AN APPROVED SEALANT.b. APPLY AN APPROVED FLASHING TO ALL FOUR SIDES OF OPENINGS.c. APPLY A HEAVY, UNINTERRUPTED BEAD OF APPROVED SEALANT TO THE BUCKS PRIOR TO ATTACHING TO THE OPENING PER WINDOW / DOOR DETAILS.d. SEAL BUCKS WITH AN APPROVED FLASHING MATERIAL.e. INSTALL DOOR / WINDOW AND APPLY BEAD OF APPROVED SEALANT AROUND PERIMETER.C. APPROVED CORROSION RESISTANT FLASHING SHALL BE APPLIED IN SHINGLE FASHION IN A MANNER TO PREVENT ENTRY OR PENETRATION OF WATER TO THE BUILDINGS STRUCTURAL FRAMING COMPONENTS.D. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH.Project Number:ISSUE DATE:COL 3:12-17STATUS:DRAWN BY:REVIEWED BY:1555 INDIAN RIVER BLDV. SUITE B-145VERO BEACH, FL 32960772.360.4998INFO@SCHLITTENGINEERING.COMOFCA# 32295TERENCESCHLITTR PEENIGNELNOISSEFORARAIDFOLEENSLCINo. 81238STATE OFDesign Professional’s electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional. Design Professional is not responsible for any subsequent modification, corruption, or unauthorized use of such document. To verify the validity or applicability of the seal or signature, contact Design Professional.This item has been digitally signed and sealed by Terence Schlitt on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.2/10/2022 9:11:43 AMS-0General Notes20R026SINGLE FAMILY HOMESTROKE RESIDENCE02/16/2021ECTS10511 OAKBRIDGE CT.PERMIT SETFT. PIERCE, FLST. LUCIE COUNTY, 34951113Jan. 25, 2022Sheet ListPageNoSheet NameSheetNumberCurrentRevision1 General NotesS-02 General NotesS-1 43 Floor Plan - Main Residence A-14 Elevations - Main Residence A-25 Floor Plan and Elevations - Accessory Structure A-36 Electrical Plan - Main Residence and Accessory Structure A-47 Electrical Calcs, Risers and Mechanical Layout E-1 38 Foundation Plan - Main Residence S-2 49 Roof Framing Plan - Main Residence S-3 410 Foundation and Framing Plans - Accessory Structure S-4 311 Wall Sections and Details S-512 DetailsS-613 DetailsS-7 2No.DescriptionDate
ELECTRICAL:1. GENERALA. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL LAYOUT OF ELECTRICAL SYSTEMS. THIS ELECTRICAL DESIGN IS INTENDED TO BE A COMPLETE AND WORKABLE ELECTRICAL SYSTEM WITH ALL MISCELLANEOUS PARTS, WHETHER SHOWN OR NOT, TO BE INCLUDED. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO BIDDING THE PROJECT OR STARTING INSTALLATION.2. MATERIALSA. ALL COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE STANDARDS OF THE MATERIAL, THE MANUFACTURER'S INSTRUCTIONS OR THE NFPA 70 WHICHEVER IS MORE RESTRICTIVE.B. ALL EQUIPMENT AND MATERIALS PROVIDED SHALL BE NEW AND IN CONFORMANCE WITH APPLICABLE PROVISIONS OF NEMA, ANSI, U.L., ETC. AND SHALL BEAR AN UNDERWRITERS LABEL WHERE APPLICABLE.C. RECEPTACLES INSTALLED ON 15- AND 20-AMPERE BRANCH CIRCUITS SHALL BE OF THE GROUNDING TYPE. D. ALL FIXTURES INSTALLED IN WET OR DAMP LOCATIONS SHALL MEET THE REQUIREMENTS OF NEC ARTICLE 410.10.E. LIGHT FIXTURES WITHIN CLOTHES CLOSETS SHALL MEET THE REQUIREMENTS OF NEC ARTICLE 410.16.F. AT LEAST ONE 20 AMP CIRCUIT SHALL BE PROVIDED FOR THE LAUNDRY AREA AND SHALL HAVE NO OTHER RECEPTACLES.G. PROVIDE AT LEAST TWO 20 AMPERE SMALL APPLIANCE BRANCH CIRCUITS AT THE KITCHEN, BREAKFAST, AND DINING AREAS AND SHALL HAVE NO OTHER RECEPTACLES.H. SMOKE DETECTORS SHALL BE COMBINATION CARBON MONOXIDE DETECTORS.3. EXECUTIONA. INSTALLATION AND CONSTRUCTION METHODS SHALL COMPLY WITH THE NEC.B. ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER.C. ALL WIRING SHALL BE SO INSTALLED THAT WHEN COMPLETED, THE SYSTEM WILL BE FREE FROM SHORT CIRCUITS AND FROM GROUNDS OTHER THAN AS REQUIRED OR PERMITTED IN NEC ARTICLE 250.D. ALL ELECTRICAL SYSTEMS, CIRCUITS, FIXTURES AND EQUIPMENT SHALL BE GROUNDED IN A MANNER COMPLYING WITH ARTICLE 250 OF THE NEC.E. SMOKE DETECTORS SHALL BE HARDWIRED INTO AN AC ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACK-UP. SMOKE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS.F. IF EQUIPMENT IS LOCATED IN THE ATTIC, A LUMINAIRE CONTROLLED BY A SWITCH LOCATED AT THE REQUIRED PASSAGEWAY OPENING AND A RECEPTACLE OUTLET SHALL BE INSTALLED NEAR THE APPLIANCE LOCATION. G. ALL 115-VOLT, SINGLE PHASE, 15 AND 20 AMPERE RECEPTACLES INSTALLED IN THE FOLLOWING LOCATIONS SHALL HAVE GROUND FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONS: KITCHENS, BATHROOMS, GARAGES, SUNROOMS, PORCHES, AND OUTDOORS.H. ALL CONDUCTORS CLOSER THAN 11/4" TO THE EDGE OF FRAMING MEMBERS SHALL BE PROTECTED WITH A STEEL PLATE AT LEAST 1/16" IN THICKNESS.I. ALL 125-VOLT, SINGLE-PHASE 15 & 20 AMPERE BRANCH CIRCUITS OR DEVICES INSTALLED IN DWELLING UNITS SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER. EXCEPTION IS A CIRCUIT SUPPLYING POWER ONLY TO A FIRE ALARM SYSTEM.J. ALL 125-VOLT, SINGLE-PHASE 15 & 20 AMPERE RECEPTACLES INSTALLED IN THE FOLLOWING LOCATIONS SHALL HAVE GROUND FAULT INTERRUPTER PROTECTION: BATHROOMS, GARAGES & ACCESSORY BUILDINGS, OUTDOORS, CRAWL SPACES, UNFINISHED BASEMENTS, KITCHENS, WITHIN 6' OF A SINK, BOATHOUSES, WITHIN 6' OF A BATHTUB OR SHOWER STALL, LAUNDRY AREAS.K. ALL TEMPORARY WIRING INSTALLATIONS SHALL HAVE LISTED GROUND-FAULT CIRCUIT-INTERRUPTER PROTECTION.L. THE LOCATION OF EACH FIXTURE, RECEPTACLE, SWITCH, APPLIANCE, ETC., SHALL BE REVIEWED BY THE CONTRACTOR, OWNER, AND ALL SUBCONTRACTORS TO AVOID CONFLICTS WITH CLEARANCE AND TOLERANCES PRIOR TO INSTALLATION.MECHANICAL AND PLUMBING:1. GENERALA. THE CONTRACTOR SHALL SUBMIT ENERGY CALCULATIONS WHICH ARE DIAGRAMMATIC AND INDICATE GENERAL LAYOUT OF MECHANICAL SYSTEMS. THE MECHANICAL DESIGN IS INTENDED TO BE A COMPLETE AND WORKABLE SYSTEM WITH ALL MISCELLANEOUS PARTS, WHETHER SHOWN OR NOT, TO BE INCLUDED. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO BIDDING THE PROJECT OR STARTING INSTALLATION.B. THE TOTAL VOLUME OF AIR CONDITIONED SPACE IN THIS PLAN IS APPROXIMATELY 24,883 CUBIC FEET. C. A POTABLE WATER SUPPLY SYSTEM SHALL BE DESIGNED, INSTALLED, AND MAINTAINED IN SUCH A MANNER SO AS TO PREVENT CONTAMINATION FROM NON-POTABLE SOURCES BEING INTRODUCED THROUGH CROSS-CONNECTIONS OR ANY OTHER PIPING CONNECTIONS TO THE SYSTEM. BACKFLOW PREVENTER APPLICATIONS SHALL CONFORM TO FPC TABLE 608.1.2. MATERIALSA. ALL COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE STANDARDS OF THE MATERIAL, OR THE MANUFACTURER'S INSTRUCTIONS WHICHEVER IS MORE RESTRICTIVE.B. WATER DISTRIBUTION PIPE SHALL CONFORM TO THE NSF 61 AND THE FBC. PLUMBING TABLE 603.4 ALL HOT WATER DISTRIBUTION PIPE AND TUBING SHALL HAVE A MINIMUM PRESSURE RATING OF 100 PSI AT 180 DEGREES F.C. PIPE PASSING THROUGH CONCRETE OR MASONRY SHALL BE PROTECTED AGAINST EXTERNAL CORROSION BY A PROTECTIVE SHEATHING, WRAPPING, OR OTHER ACCEPTABLE MEANS THAT WILL WITHSTAND ANY REACTION FROM THE LIME AND ACID OF SUBJECTIVE MATERIALS. THIS SLEEVE SHALL PREVENT ANY RUBBING ACTION AND THE MINIMUM WALL THICKNESS SHALL BE 0.025 INCH.D. PIPES PASSING UNDER OR THROUGH WALLS SHALL BE PROTECTED FROM BREAKAGE.3. EXECUTIONA. INSTALLATION AND CONSTRUCTION METHODS SHALL COMPLY WITH THE FBC MECHANICAL, PLUMBING, AND FUEL GAS.B. AIR CONDITIONER CONDENSING UNITS INSTALLED AT GRADE LEVEL SHALL BE SUPPORTED ON A LEVEL CONCRETE SLAB OR OTHER APPROVED MATERIAL EXTENDING ABOVE ADJOINING GRADE.C. GRADE MOUNTING UNITS SHALL BE ANCHORED TO THE SLAB WITH GASKETED 1/4" DIAMETER CONCRETE ANCHORS WITH 11/4" EMBEDMENT. THESE ANCHORS SHALL BE LOCATED AT 12" O.C. MAXIMUM ON EACH SIDE UNLESS NOTED OTHERWISE.D. IN LIEU OF REQUIRED EXTERIOR OPENINGS FOR NATURAL VENTILATION IN BATHROOMS, A VENT FAN WITH 20 CFM MINIMUM SHALL BE INSTALLED AND EXHAUSTED DIRECTLY TO THE OUTSIDE.E. EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING AND SHALL BE EQUIPPED WITH BACKDRAFT DAMPERS.F. BUILDING SEWER PIPE SHALL CONFORM TO ONE OF THE STANDARDS LISTED IN FBC PLUMBING TABLE 702.3. CLEANOUTS SHALL BE LOCATED PER FBC PLUMBING SECTION 708.G. WATER HEATERS HAVING AN IGNITION SOURCE SHALL BE ELEVATED SUCH THAT THE SOURCE OF IGNITION IS NOT LESS THAN 18 INCHES ABOVE THE GARAGE FLOOR.H. APPLIANCES LOCATED IN A GARAGE OR CARPORT SHALL BE PROTECTED FROM IMPACT BY AUTOMOBILES.I. IF CLOTHES WASHERS, WATER HEATERS, WATER STORAGE TANKS, OR AIR HANDLERS ARE INSTALLED IN LOCATIONS WHERE LEAKAGE OF THE APPLIANCE WILL CAUSE DAMAGE, A GALVANIZED STEEL PAN WITH A MINIMUM THICKNESS OF 24 GAGE OR OTHER APPROVED PAN SHALL BE INSTALLED PER CODE.J. DOMESTIC DISH WASHERS SHALL DISCHARGE INDIRECTLY THROUGH AN AIR GAP OR AIR BREAK INTO A STANDPIPE OR WASTE RECEPTOR IN ACCORDANCE WITH FBC PLUMBING 802.2 OR DISCHARGE INTO A WYE-BRANCH FITTING ON THE TAILPIECE OF THE KITCHEN SINK OR THE DISHWASHER CONNECTION OF A FOOD GARBAGE DISPOSAL. K. IF MECHANICAL/PLUMBING APPLIANCE IS LOCATED IN THE ATTIC, SEE FBC M306.3 FOR CONTINUOUS SOLID FLOOR AND ACCESS TO EQUIPMENT.STUCCO FINISHES:1. GENERALA. STUCCO SHALL MEET ASTM C926 AND ASTM C1063.B. STUCCO LATH SHALL BE 3/8" RIB GALVANIZED AND 3.5 LB/YD3.C. CEMENTITIOUS FINISH SHALL BE AS NOTED BELOW:a. 1/2" THICK (FINISH) OVER MASONRY AS A TWO COAT SYSTEM b. 5/8" THICK (FINISH) OVER CEILING SHEATHING AS A TWO COAT SYSTEMc. 7/8" THICK (FINISH) OVER WALL SHEATHING AS A THREE COAT SYSTEMD. TEXTURE STUCCO PER OWNER. 2. MATERIALSA. STUCCO ACCESSORIES (WEEP SCREED, EXPANSION JOINTS, CORNERS AND TRIM) SHALL BE PVC UNLESS NOTED OTHERWISE.3. EXECUTIONA. PRIOR TO INSTALLATION, ALL FRAMING MEMBERS SHALL BE STRAIGHT AND TRUE WITHIN 1/8".B. ADD CONTROL JOINTS WITH BLOCKING WHERE WALL OR CEILING EXCEEDS FIFTY LINEAL FEET.C. INSTALL CEILING BOARDS PERPENDICULAR TO THE FRAMING MEMBERS WITH 1/8" GAP AT ALL EDGES.D. FASTENERS SHALL BE LOCATED NOT LESS THAN 3/8" FROM THE EDGE OR END AND SHALL BE DRIVEN SO THE HEADS ARE SLIGHTLY BELOW THE SURFACE WITHOUT BREAKING THE FACE PAPER, FRACTURING THE CORE, OR STRIPPING THE FRAMING MEMBER.E. CEILING SCREWS SHALL BE SPACED AT 6" ON CENTER MAXIMUM. STUCCO LATH SHALL BE ATTACHED TO THE FRAMING MEMBERS AT 6" ON CENTER MAXIMUM. SCREWS USED TO ATTACH METAL PLASTER BASE TO HORIZONTAL AND VERTICAL WOOD FRAMING MEMBERS SHALL PENETRATE NOT LESS THAN 5⁄8" INTO THE MEMBER WHEN THE LATH IS INSTALLED AND SHALL ENGAGE NOT LESS THAN THREE STRANDS OF LATH. WHEN INSTALLING RIB LATH, THE SCREW SHALL PASS THROUGH, BUT NOT DEFORM, THE RIB.F. CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED TO DELINEATE AREAS NOT MORE THAN 100 SQUARE FEET FOR ALL HORIZONTAL APPLICATIONS. THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTION OR A LENGTH-TO-WIDTH RATIO OF 2 1⁄2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE THE CEILING FRAMING OR FURRING CHANGES DIRECTION. A CONTROL JOINT SHALL BE INSTALLED WHERE AN EXPANSION JOINT OCCURS IN THE BASE EXTERIOR WALL.G. INSTALL A DRIP EDGE AT BOTTOM OF BEAMS OR VERTICAL OFFSETS AS REQUIRED.H. ALLOW STUCCO TO FULLY CURE PRIOR TO PRIMING AND PAINTING, OR APPLY HOT STUCCO PRIMER ACCORDING TO MANUFACTURERS SPECIFICATIONS.INSULATION, VENTILATION, AND FINISHES:1. GENERALA. THERMAL AND SOUND INSULATING MATERIALS SHALL MEET THE REQUIREMENTS OF FBC 720 AND FBCR B. WHERE ATTIC AREAS HAVE A VERTICAL HEIGHT MORE THAN 30 INCHES, AN ATTIC ACCESS SHALL BE PROVIDED THAT MEETS FBC R807 MEASURING 22 INCHES BY 30 INCHES MINIMUM.C. THE INSTALLATION OF GYPSUM PRODUCTS SHALL MEET THE GYPSUM ASSOCIATIONS "APPLICATION AND FINISHING OF GYPSUM PANEL PRODUCTS" GA-216 MOST RECENT EDITION.D. MAIN HOUSE ATTIC SPACE: UNDER SECTION 104.11 ALTERNATIVE MATERIALS, DESIGN AND METHODS OF CONSTRUCTION AND EQUIPMENT OF THE 2017 FLORIDA BUILDING CODE "ICYNENE" R-20 INSULATION SYSTEM WILL BE INSTALLED IN A NON-VENTED ATTIC SPACE - THE "ICYNENE R-20" SHALL BE INSTALLED AS PER I.C.C. EVALUATION SERVICE, INC. REPORT ICC-ES (ESR-1826) REISSUED FEBRUARY, 2020, SECTION 4.4.1. THIS PROJECT SHALL HAVE THE TOP CHORD OF THE TRUSSES ABOVE THE PORCHES AND GARAGE INSULATED IN ADDITION TO THE MAIN CONDITIONED SPACE. IF THIS ASSEMBLY WILL REQUIRE AN IGNITION BARRIER THEN THE IGNITION BARRIER CHOICES ARE: a. NO BURN PLUS XD AT A MINIMUM THICKNESS OF 6 WET MILS (0.15 MM) [4 DRY MILS (O.10 MM) DRY FILM THICKNESS], APPLIED AT A RATE OF .4 GALLON (1.5 L) PER 100 SF (9.2 SQ. M) OR b. DC 315 AT A MINIMUM THICKNESS OF 4 WET MILS (O.10 MM) [3 DRY MILS], APPLIED AT A RATE OF 0.3 GALLON (1.1 L) PER 100 SQ. FEET (9.2 SQ. M).E. UNVENTED ATTICS SHALL MEET FBCR-806.5.F. ACCESSORY STRUCTURE ATTIC SPACE: THIS PROJECT SHALL HAVE 1/150 OF THE AREA OF THE VENTED SPACE IN THE SOFFIT AREA FOR A MINIMUM OF 7.33 SQUARE FEET.2. MATERIALSA. INSULATION SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS UNLESS NOTED OTHERWISE ON THE WALL SECTIONS OR ENERGY CALCULATIONS:a. CEILING R-VALUE = 38b. WALL R-VALUE: WOOD FRAME = 13, MASONRY = 3/4c. FLOOR R-VALUE = 13, BASEMENT = 0, SLAB = 0B. WALLS AND CEILING IN HALLWAYS AND CORRIDORS SHALL HAVE CLASS B INTERIOR FINISH.C. WALLS AND CEILINGS IN ROOMS AND ENCLOSED SPACES SHALL HAVE CLASS C INTERIOR FINISH.D. GYPSUM SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS PER AREA:a. STRAIGHT WALLS - ONE LAYER OF 1/2" GYPSUM BOARDb. CURVED WALLS - TWO LAYERS OF 1/4" GYPSUM BOARDc. TYPICAL CEILINGS -1/2" GYPSUM BOARDd. CEILINGS ABOVE GARAGE WITH HABITABLE SPACE ABOVE -5/8" TYPE X GYPSUM BOARDE. CONCEALED INSULATING MATERIALS SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE DEVELOPED INDEX OF NOT MORE THAN 450.F. INTERIOR WALL AND CEILING FINISHES SHALL COMPLY WITH NFPA 101 SECTION 10.2 AND FBC TABLE 803.11 WITH SMOKE DEVELOPED INDEX 0-450.a. CLASS A: FLAME SPREAD INDEX 0-25b. CLASS B: FLAME SPREAD INDEX 26-75c. CLASS C: FLAME SPREAD INDEX 76-2003. EXECUTIONA. INSTALL GYPSUM CEILING BOARDS PERPENDICULAR TO THE FRAMING MEMBERS OR TIGHTEN THE FASTENER SPACING BY 30 PERCENT.B. PRIOR TO INSTALLATION, ALL FRAMING MEMBERS SHALL BE STRAIGHT AND TRUE WITHIN 1/8".C. GYPSUM PRODUCTS APPLIED TO WALLS SHALL HAVE A 1/4" MINIMUM GAP AT THE FLOOR.D. ADD CONTROL JOINTS WITH BLOCKING WHERE WALL OR CEILING EXCEEDS FIFTY LINEAL FEET.E. FASTENERS SHALL BE LOCATED NOT LESS THAN 3/8" FROM THE EDGE OR END AND SHALL BE DRIVEN SO THE HEADS ARE SLIGHTLY BELOW THE SURFACE WITHOUT BREAKING THE FACE PAPER, FRACTURING THE CORE, OR STRIPPING THE FRAMING MEMBER.F. FASTENERS SHALL PENETRATE THE FRAMING MEMBERS BY NOT LESS THAN THE AMOUNT BELOW UNLESS NOTED OTHERWISE IN FIRE RATED OR STRUCTURAL WALLS:a. NAILS = 7/8" MIN.b. SCREWS = 5/8" MIN.c. STAPLES = 5/8" MIN.G. FASTENER SPACING SHALL BE LOCATED PER THE TABLE BELOW UNLESS NOTED OTHERWISE: CEILINGS NON-BEARING WALLS LOAD-BEARING WALLSNAILS 7" O.C. 12" O.C. 6" O.C.NAILS W/ADHESIVE 12" O.C. 16" O.C. 12" O.C.SCREWS 12" 12" O.C. 6" O.C.SCREWS W/ADHESIVE 16" O.C. 24" O.C. 16" O.C.PRODUCT APPROVAL NOTE:I HAVE REVIEWED THE ABOVE COMPONENTS OR CLADDING AND I HAVE APPROVED THEIR USE IN THIS STRUCTURE. THESE PRODUCTS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS SPECIFIED BY CURRENT CODE PROVISIONS.HARD COPIES OF THE PRODUCT APPROVALS SHALL BE AVAILABLE ON SITE FOR INSPECTIONS.MAIN RESIDENCEUNDER AIR VOLUME CALCS: 24,883 CFINCLUDES ATTIC SPACE (NON-VENTED)Project Number:ISSUE DATE:COL 3:12-17STATUS:DRAWN BY:REVIEWED BY:1555 INDIAN RIVER BLDV. SUITE B-145VERO BEACH, FL 32960772.360.4998INFO@SCHLITTENGINEERING.COMOFCA# 32295TERENCESCHLITTR PEENIGNELNOISSEFORARAIDFOLEENSLCINo. 81238STATE OFDesign Professional’s electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional. Design Professional is not responsible for any subsequent modification, corruption, or unauthorized use of such document. To verify the validity or applicability of the seal or signature, contact Design Professional.This item has been digitally signed and sealed by Terence Schlitt on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.2/10/2022 9:11:43 AMS-1General Notes20R026SINGLE FAMILY HOMESTROKE RESIDENCE02/16/2021ECTS10511 OAKBRIDGE CT.PERMIT SETFT. PIERCE, FLST. LUCIE COUNTY, 34951213Jan. 25, 2022Florida Product Approval ListingsCategory - Subcategory Approval Number Manufacturer Model NumberBuilding Design Pressures(+PSF / -PSF)Product Design Pressures(+PSF / -PSF)Exterior Doors - Double Swing FL 20468.11 R4 Therma-Tru Corporation Fiber-Classic Impact See Schedule +50/-50Exterior Doors - Roll Up Garage FL 16107 R13 Clopay Building Products W6 DP38 See Schedule +38/-42Exterior Doors - Roll Up Garage FL 15212.4 R10 Raynor Garage Doors BuildMark See Schedule +37.4/-41.7Exterior Doors - Roll Up Garage FL 15212.8 R10 Raynor Garage Doors BuildMark/TradeMark See Schedule +41.6/-47.1Exterior Doors - Swing FL 13459 R6 Therma-Tru CorporationOpaque Fiberglass IMPACT See Schedule +67/-67Exterior Doors - Swing FL 20468.11 R4 Therma-Tru Corporation Fiber-Classic Impact See Schedule +50/-50Exterior Doors - Swing FL 20468.1 R5 Therma-Tru Corporation Fiber-Classic Impact See Schedule +50/-50Panel Wall - Soffits FL 13265 R5 James Hardie 1/4" Hardie Soffit-79 -83Roofing - Shingles FL 18355.1 R6 TAMKO Building Products LLC TAMKO Asphalt Shingles 160 ULT 194 ULTRoofing - Underlayment FL 10626.1 R22 GAF Roof Underlayment N/A N/ARoofing - Underlayment FL 34539.1 Owen's Corning LLC TRI-BUILT Granular Underlayment N/A N/AWindows - Casement FL 17548.1 R4 Viwinco Inc. OceanView Casement Impact See Schedule +50/-50Windows - Fixed FL 15578.1 R7 Viwinco Inc. OceanView Picture Impact See Schedule +50/-50Windows - Fixed FL 15578.2 R7 Viwinco Inc. Signature Fixed Impact See Schedule +55/-55Windows - Fixed FL 17532.1 R8 Viwinco Inc. OceanView Fixed Transom Impact See Schedule +50/-50Windows - Horizontal Roller FL 15577.2 R7 Viwinco Inc. OceanView Horiz. Slider Impact See Schedule +50/-50Windows - Single Hung FL 29511.1 R2 Viwinco Inc. OceanView Single Hung Impact See Schedule +70/-70No.DescriptionDate1Bldg Dept Comments3/31/20214Front Door & Roof Product Approvals1/20/2022PERMIT NUMBERS:BUILDING RESIDENTIAL -2102-0513CARPORT/GARAGE -DETACHED -2102-051414
Great Rm
Bedroom 2
Bedroom 1
Garage
Laundry
Kitchen
Bath
WD
Dining
Porch
Master Bdrm
CL
CL
M. Bath
Office
DW
4'-11"15'-6"4'-11"7'-2"8'-2"6'-4"9'-0"9'-0"
18'-0"15'-4"25'-4"5'-8"11'-2"9'-10"12'-5"8'-1"16'-0"4'-4"80'-4"5'-8"12'-5"9'-11"8'-7"8'-7"10'-11"4'-8"6'-5"18'-1"5'-6"3'-7"12'-2"5'-8"3'-7"49'-3"4'-8"8'-4"3'-2"4'-0"3'-6"9'-3"9'-3"11'-4"12'-10"
7'-8"7'-8"3'-6"6'-9"5'-8"
15'-4"49'-8"11'-0"7'-0"18'-0"4'-0"6'-0"
16'-8"
15'-0"7'-4"24'-0"23'-4"6'-10"7'-8"11'-8"10'-0"14'-0"
14'-0"
3'-8"
1'-10"
7'-10"10'-0"10'-0"
10'-0"
3'-8"10'-0"9'-8"3'-0"7'-6"26'-0"10'-8"A
B
2
1
20
19
17
1615
12
14
13
11
10
98
7
6
5
4 3 18
21
22
23
C D E
F G
H
I
K
L
MN
O
PQ
R
S
J
T
MW
WINE
PANTRY 12'-10"13'-0"2'-4"8'-8"4'-6"5'-0"12'-4"2'-0"24
3'-6"
6'-0"
32'-4"16'-8"
ACCESS
ACCESS
AC
AC5'-9"T1 T2 J. M. REID CONSTRUCTION4220 70th Avenue, Vero Beach, FL, 32967P: (772) 794-2917, F:(772) 778-1540web: jmreidconstruction.com, email: julian@jmreidconstruction.comGRID NORTHWINDOW SCHEDULE
MARK SIZE W X H DESIGN PRESSURES
A 2'-6" X 4'-0" FIXED +36/-47
B 45.25" X 57.5" FIXED +32/-40
C 45.25" X 57.5" FIXED +32/-40
D 45.5" X 57.5"+32/-35
E (2) 22.25" X 57.5"+32/-35
F 3'-2" X 6'-0"+34/-45
G 3'-2" X 6'-0"+34/-45
H 3'-0" X 5'-0"+35/-38
I 4'-0" X 5'-0"+34/-37 - EGRESS
J 2'-0" X 4'-0"+36/-39
K 4'-0" X 5'-0"+34/-44 - EGRESS
L 4'-0" X 5'-0"+34/-44
M 3'-2" X 5'-0"+35/-45
N 3'-2" X 5'-0"+35/-45
O 4'-0" X 5'-0"+34/-44
P 4'-0" X 5'-0"+34/-44
Q 4'-0" X 5'-0"+34/-44
R 3'-2" X 5'-0"+35/-45 - EGRESS
S 3'-2" X 5'-0"+35/-45
T 2'-6" X 4'-0"+36/-47
U 2'-0" X 3'-0"+36/-39
T1 (2) 45.25" X 18"+36/-47
T2 91" X 18"+36/-47
V 3'-2" X 5'-0"+32/-36
W 3'-2" X 5'-0"+32/-36
DOOR SCHEDULE
MARK SIZE DESIGN PRESSURES
1 36" X 96" EXT W (2) 14"
SIDELITES
+34/-37
2 16070 OHD +30/-36
3 72" X 96" DOUBLE EXT +32/-35
4 72" X 96" DOUBLE EXT +32/-40
5 30" X 80" EXT +34/-44
6 30" X 80" EXT +34/-44
7 36" X 80"N/A
8 36" X 80" BIFOLD N/A
9 36" X 80" BIFOLD N/A
10 36" X 80" POCKET N/A
11 36" X 80"N/A
12 36" X 80" SC N/A
13 30" X 80" BIFOLD N/A
14 32" X 80" POCKET N/A
15 48" X 80" DOUBLE BIFOLD N/A
16 48" X 80" DOUBLE BIFOLD N/A
17 32" X 80"N/A
18 32" X 80"N/A
19 32" X 80"N/A
20 68" X 80" DOUBLE N/A
21 48" X 80" BIFOLD N/A
22 48" X 80" BIFOLD N/A
23 72" X 80" DOUBLE BIFOLD N/A
24 30" X 80" BIFOLD N/A
25 36" X 80"+32/-36
26 9080 OHD +30/-37
27 9080 OHD +30/-37
28 9080 OHD +30/-37
AREA
LIVING 2623
PORCHES 620
GARAGE 601
TOTAL 3844
8" X 16" CBS COLUMN
8" X 16" CBS COLUMN
SHOWER ENTRANCE
FLOOR LEVEL AND
SLOPES TO DRAIN
FLOOR PLAN- MAIN RESIDENCE
9'-4"11'-4"19'-11 7/16"4"1'-4"T.O.B.
5 12
FRONT REAR
EAST
WEST J. M. REID CONSTRUCTION4220 70th Avenue, Vero Beach, FL, 32967P: (772) 794-2917, F:(772) 778-1540web: jmreidconstruction.com, email: julian@jmreidconstruction.comELEVATION
8'-6"8'-3"12'-0"
1'-8"
9'-0"
10"
9'-0"
10"
9'-0"25'-0"8'-3"10'-0"15'-8 11/16"T.O.B.
5 12
EAST
SOUTH
NORTH
WEST 8'-0"3'-0"12'-0"32'-0"
44'-0"12'-6"12'-6"25
26 27 28
V W
J. M. REID CONSTRUCTION4220 70th Avenue, Vero Beach, FL, 32967P: (772) 794-2917, F:(772) 778-1540web: jmreidconstruction.com, email: julian@jmreidconstruction.comGRID NORTHAREA UNDER ROOF- 1,100 SF
NOTE: DOOR AND WINDOW
SCHEDULE LOCATED ON FLOOR
PLAN
ACCESSORY STRUCTURE
25'-0"Great Rm
Bedroom 2
Bedroom 1
Garage
Laundry
Kitchen
Bath
WD
Dining
Porch
Master Bdrm
CL
CL
M. Bath
Office
DW
MW
WINE
PANTRY
SSS
SSS
WALL
HEATER
S
SSUSB
USB USB
USB SSS3SSSS3REAR FLOOD LIGHTS
FRONT FLOOD LIGHTS
S S3S3S3
S3S3(VERIFY
LOCATION
ON SITE)
S3S3
S
S3
SOFFIT
SOFFIT
SOFFIT
REAR FLOOD LIGHTS
FRONT FLOOD LIGHTSSSP.C.
ACCESS
GDO
ACCESS SSS SS3
S3
72"
W.H.
REF
SS
SS
SS
1/2
SSAC
AC
VAC
E F
E F
(2)AIR HANDLERS W
DISSCONNECT IN ATTIC
WP WP
WP
WP
WP
WP SSS4INDIRECT HOODELECTRICAL LEGEND
4" RECESSED CAN LIGHT
CEILING MOUNTED LIGHT
WALL MOUNTED LIGHT
120V RECEPTACLE
220V RECEPTACLE
120V RECEPTACLE, GROUND FAULT
INTERUPTED
CEILING FAN W OPTIONAL LIGHT
ELECTRIC METER
ELECTRIC PANEL
SWITCH
SMOKE/CARBON DETECTOR
EXTERIOR FLOOD LIGHT
EXHAUST FAN W LIGHT
LED TUBE LIGHT
S
D
D
D
D
D
D
D
E F
GFIGFI
GFIGFI
GFI
GFI
GFI
GFI
GFI
Master Bdrm
Master Bdrm
Master Bdrm
GFI
GFI
GFI GFI GFI
GFI
GFI
GFI
ACCERSSORY BLDG
SSWELL, PUMP, SOFTNER
J. M. REID CONSTRUCTION4220 70th Avenue, Vero Beach, FL, 32967P: (772) 794-2917, F:(772) 778-1540web: jmreidconstruction.com, email: julian@jmreidconstruction.comGRID NORTHTHE ELECTRICAL SYSTEM SHALL BE DESIGNED
AND INSTALLED BY A LICENSED ELECTRICAL
CONTRACTOR PER FL STATUTES 471.003(2)(h).
ELECTRICAL
LAYOUT IS PROVIDED BY E-CALCS, DATED JANUARY 31, 2021. SEE ENERGY CALCULATIONS FOR MORE INFORMATION200 AMP MLO120/240 VSINGLE PHASEMCB 42 CKTIN GARAGE225 AMP METER MAINDISC.DISC. AT AHU #1DISC. AT A/C COMP. #1#6 GROUND IN 1/2" C.GROUND ROD & COLD WATER PIPETO UTILITY COMPANY2" PVC C.(2)2/0 CU THHN(1)#1 CU THHN(1)#6 CU THHN100 AMP MLP120/240 VSINGLE PHASEMCB 42 CKT IN ACCESORY BLDGDISC. AT AHU #2DISC. AT A/C COMP. #2200100M2" PVC C.(2)3/0 CU THHN(1)2/0 CU THHN1" PVC C.(2)#4 CU THHN(1)#6 CU THHN(1)#8 CU THHNRiser Legend 2" PVC C. -Conduit(2)2/0 CU THHN-Feeder(1)#1 CU THHN-Neutral(1)#6 CU THHN-GroundTO SEPTIC2"2"2"2"2"2"2"2"2"2"2"3"3"3"3"3"3"4"WHFROM PUBLIC SUPPLY4" CLEAN OUTROOF VENTSTUDOR VENTWATER CLOSETSHOWER, TUB, WASHERSINK DRAINDRAIN PIPINGVENT PIPINGSUPPLY (HOT)SUPPLY (COLD)TO EXTERIORFROM PUBLIC SUPPLYTPR VALVE DISCHARGE TO PANPAN DRAINEXPANSION TANK,SUPPORTED INDEPENDENTLYDRAIN VALVESHUTOFF VALVEWATER HAMMER ARRESTORSProject Number:ISSUE DATE:COL 3:12-17STATUS:DRAWN BY:REVIEWED BY:1555 INDIAN RIVER BLDV., SUITE B-145VERO BEACH, FL 32960772.360.4998INFO@SCHLITTENGINEERING.COMOFCA# 32295Design Professional’s electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional. Design Professional is not responsible for any subsequent modification, corruption, or unauthorized use of such document. To verify the validity or applicability of the seal or signature, contact Design Professional.2/10/2022 9:11:42 AME-1Electrical Calcs, Risersand Mechanical Layout20R026SINGLE FAMILY HOMESTROKE RESIDENCE02/16/2021AMTS10511 OAKBRIDGE CT.PERMIT SETFT. PIERCE, FLST. LUCIE COUNTY, 34951713N.T.S.E-1Mechanical Layout21/4" = 1'-0"Electrical Load Calc Main Residence1/4" = 1'-0"Electrical Load Calc Accessory Structure3/4" = 1'-0"E-1Riser Diagram1No.DescriptionDate1Bldg Dept Comments3/31/20213Riser Diagram & Beam Changes07/21/20213/4" = 1'-0"E-1Plumbing Riser Diagram33311/4" = 1'-0"Plumbing Riser Legend3/4" = 1'-0"E-1Water Heater Diagram4
W1/8" PER FT SLOPECONC. CURB IN GARAGE W/ CONT. # 4 BAR HORIZ. TYP.1234567ABDEC4"4"4"4"4"1.5"F-1F-2F-3F-1F-1F-1F-1F-1F-1F-1F-1F-3F-1F-34" THICK MIN. 3000 PSI CONC. W/ 6x6-10x10 WWF OR 2.1 lbs/CUYD FIBERMESH OVER TERMITE TREATED, WELL COMPACTED (95% COMPACTION, MODIFIED PROCTOR) SOIL, TYP.SAWCUT2" SLOPE2" SLOPESAWCUTATTACH STUD TO CMU W/ 3/16" TAPCONS AT 8" O.C.ATTACH STUD TO CMU W/ 3/16" TAPCONS AT 8" O.C.11.5" RECESS AT DOORF-1F-14"F-1F-4F-4F-4F-1F-1F-1F-4F-4F-4C-1C-1C-1C-1C-1(2) 6' LONG #5 BARS IN MIDDLE OF SLAB(2) 6' LONG #5 BARS IN MIDDLE OF SLAB(2) 6' LONG #5 BARS IN MIDDLE OF SLAB93'-7 " DIAGONAL90'-0" DIAGONAL1S-53S-55S-565' - 0"7' - 0"42' - 8"15' - 4"8' - 7"1' - 4"7' - 11"1' - 4"10' - 0"1' - 4"12' - 2"4' - 8"19' - 6"80' - 4"4' - 4"16' - 0"17' - 4"7' - 8"14' - 8"25' - 4"29' - 4"11' - 3"49' - 3"18' - 1"4' - 0"13' - 0"6" THICK CONC. PADD0' - 8"6' - 4"0' - 8"80' - 4"6" THICK CONC. PADDDF-23"F-5F-5F-5F-5F-52S-2S-75S-7F-6F-6F-6FOOTER TYPE CHANGES HERE#5 Bar Vertical in Filled Cell under Window#5 Bar Vertical in Filled Cell6' Long #5 Re-entrant Bar in middle of slabLine of FoundationStep Down in Slab4"Dia. Min.30 BarDiam. Min.30 BarDia. Min.30 BarCORNERPERPENDICULARBELL THRUPAD FOOTERCORNER BARS TO MATCH REINFORCEMENTPROVIDE ADDITIONAL #5 BARS AT THICKEND FOOTING A MIN. OF 12" BELOW PIPEBOT/PIPESEE PLANMIN.1' - 4"MIN. LAP1' - 0"FF1' - 0"Project Number:ISSUE DATE:COL 3:12-17STATUS:DRAWN BY:REVIEWED BY:1555 INDIAN RIVER BLDV. SUITE B-145VERO BEACH, FL 32960772.360.4998INFO@SCHLITTENGINEERING.COMOFCA# 32295TERENCESCHLITTR PEENIGNELNOISSEFORARAIDFOLEENSLCINo. 81238STATE OFDesign Professional’s electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional. Design Professional is not responsible for any subsequent modification, corruption, or unauthorized use of such document. To verify the validity or applicability of the seal or signature, contact Design Professional.This item has been digitally signed and sealed by Terence Schlitt on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.2/10/2022 9:11:44 AMS-2Foundation Plan - MainResidence20R026SINGLE FAMILY HOMESTROKE RESIDENCE02/16/2021AMTS10511 OAKBRIDGE CT.PERMIT SETFT. PIERCE, FLST. LUCIE COUNTY, 34951813Jan. 25, 20223/16" = 1'-0"S-2Foundation Plan1N.T.S.Foundation LegendFoundation ScheduleMark WxDxL TypeReinforcementF-1 20"x18"xCont. Monolithic (2) #5 Bars. Cont.F-2 12"x12"xCont. Bell Footer W/ Step (2) #5 Bars. Cont.F-3 20"x18"xCont. Bell Footer W/ Curb (2) #5 Bars. Cont. & (1) #4 Horiz. in CurbF-4 8"x8"xCont. Thickened Edge (1) #5 Bar Cont.F-5 8"x8"xCont. Bell Footer W/ Step (1) #5 Bar Cont.F-6 20"x18"xCont. Stem Wall (2) #5 Bars. Cont. & #5 Bar at 30" O.C. Lat.F-6 Alt. 20"x42"xCont. Turn-Down Stem Wall (3) #5 Bars Top, (2) #5 Bars Mid & (3) #5 Bars Bott., W/ #3 Hoops at 16" O.C. Max.Column ScheduleMark Size Type ReinforcementC-1 8"x16" CMU (2) #5 Vert. Bars W/ #3 Hoops at 16" O.C. Max.C-2 16"x16" Pilaster CMU Units (2) #5 Vert. Bars W/ #3 Hoops at 16" O.C. Max.C-3 8"x10" Reinforced Concrete (4) #5 Vert. Bars W/ #3 Hoops at 10" O.C. Max.3/4" = 1'-0"S-2Footer Intersection Detail23/4" = 1'-0"S-2Footing Penetration Detail3Connector ScheduleMember Type/ Mark Connector Type Connectors Uplift Needed Uplift Provided CommentsA - Girder Truss FGTR (18) 1/4" x 3" SDS Screws & (2) 1/2" x 5" Titen HD 1,600 lbs 4,725 lbs Simpson or EqualB - Girder Truss VGT (1) 5/8" x 12" Anchor Embed. & (16) 1/4" x 3" SDS Screws 4,600 lbs 4,940 lbs Simpson or EqualC - Truss to CMU HETA 20 (9) 0.148" x 1.5" Nails1,200 lbs 1,810 lbs Simpson or EqualD - Hold Down HTT4 (1) 5/8" x 6" D&E A.B. & (10) 0.148" x1.5" Nails 2,900 lbs 3,000 lbs See Foundation PlanE - Truss To CMU (2) HETA20's (9) 0.148" x 1.5" Nails in Each Strap1,850 lbs 1,920 lbs Simpson or EqualF - Truss Strap at Wood H10A (18) 0.148" 1.5" Nails900 lbs 1,040 lbs Simpson or EqualG - Girder Truss at Wood (2) HTS 20's (24) 0.148" x 1.5" Nails in Each2,500 lbs 2,900 lbs Simpson or EqualH - Truss Hanger to Ledger HUS26 (14) 0.148" x 1.5" Nails & (14) 0.148" x 2.5" Nails 750 lbs 845 lbs Simpson or EqualNo.DescriptionDate2Foundation Modification05/18/20214Front Door & Roof Product Approvals1/20/2022224
FRAMING PLAN IS BASED OFF TRUSS LAYOUT FROM CHAMBERS TRUSS, JOB NO: 77075, DATED OCT. 23, 20201234567ABDECASPHALT ROOF OVER PEEL N'STICK OVER SHEATHING PER COMPONENTS AND CLADDING SCHEDULE OVER P.E. TRUSSES AT 24" O.C. MAX.BM-2BM-2BM-2BM-2BM-2BM-2BM-2BM-2BM-2BM-2BM-2BM-2BM-1BM-1BM-1BM-1BM-1BM-2BM-2BM-2BM-2BM-2BM-1BM-2BM-1BM-2BM-1BM-1BM-3CABBABEBCECACCCCCCE1S-3S-6ATTIC ACCESSSEE OVERBUILT FRAMING DETAILAHUGGFCBM-4BM-2(1) PLY SYP P.T. LEDGER W/ 1/2" x 7" EXPANSION ANCHORS AT 12" O.C. MAX. STAGGERED TO CMUHZONES AREA ASD NAIL SPACINGINTERIOR: 1 32 +20/-37 6" O.C.PERIMETER: 2e / 2r 32 +20/-51 6" O.C.CORNER: 3 49 +18/-65 4" O.C.NOTES: EDGE DISTANCE = 7'-0"ROOF SHEATHING SHALL BE 19/32" MIN.ATTACHMENT SHALL BE 10d COMMON OR RINGSHANK, FIELD AND EDGE SPACING SHALL BE THE SAME.COMPONENTS AND CLADDING WIND PRESSURE FOR ROOF SHEATHING (PSF)ACONNECTOR -SEE SCHEDULEBM-1BEAM -SEE SCHEDULEC-1COLUMN -SEE SCHEDULE2x4 SYP BRACING W/(2) 12d's TO BOT. CHORD OF EACH TRUSSTOW = 11'-4" (ALL ELSE AT 9"-4")11112er33333332er2e2r2r2r2r2r2r2e2e2r2r2r2r2e2er2er2er2era=7' - 0"7' - 0"2rProject Number:ISSUE DATE:COL 3:12-17STATUS:DRAWN BY:REVIEWED BY:1555 INDIAN RIVER BLDV. SUITE B-145VERO BEACH, FL 32960772.360.4998INFO@SCHLITTENGINEERING.COMOFCA# 32295TERENCESCHLITTR PEENIGNELNOISSEFORARAIDFOLEENSLCINo. 81238STATE OFDesign Professional’s electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional. Design Professional is not responsible for any subsequent modification, corruption, or unauthorized use of such document. To verify the validity or applicability of the seal or signature, contact Design Professional.This item has been digitally signed and sealed by Terence Schlitt on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.2/10/2022 9:11:44 AMS-3Roof Framing Plan -Main Residence20R026SINGLE FAMILY HOMESTROKE RESIDENCE02/16/2021AMTS10511 OAKBRIDGE CT.PERMIT SETFT. PIERCE, FLST. LUCIE COUNTY, 34951913Jan. 25, 20223/16" = 1'-0"S-3Roof Framing1Beam ScheduleMark Type Beam Size Reinforcement CommentBM-1 PreCast Lintel 8F8-0T/1B See DetailBM-2 PreCast Lintel 8F16-1T/1B See DetailBM-3 PreCast Lintel 8F20-1T/1B See DetailBM-4 Wood - SYP #2 (2) 2x12 Plywood Flitch Plate as NeededBM-5 Concrete 8" x 24" (2) #5 T&B w/ #3 Hoops at 10" O.C. Max.BM-6 Concrete 8" x 16" (2) #5 T&B w/ #3 Hoops at 10" O.C. Max.Connector ScheduleMember Type/ Mark Connector Type Connectors Uplift Needed Uplift Provided CommentsA - Girder Truss FGTR (18) 1/4" x 3" SDS Screws & (2) 1/2" x 5" Titen HD 1,600 lbs 4,725 lbs Simpson or EqualB - Girder Truss VGT (1) 5/8" x 12" Anchor Embed. & (16) 1/4" x 3" SDS Screws 4,600 lbs 4,940 lbs Simpson or EqualC - Truss to CMU HETA 20 (9) 0.148" x 1.5" Nails1,200 lbs 1,810 lbs Simpson or EqualD - Hold Down HTT4 (1) 5/8" x 6" D&E A.B. & (10) 0.148" x1.5" Nails 2,900 lbs 3,000 lbs See Foundation PlanE - Truss To CMU (2) HETA20's (9) 0.148" x 1.5" Nails in Each Strap1,850 lbs 1,920 lbs Simpson or EqualF - Truss Strap at Wood H10A (18) 0.148" 1.5" Nails900 lbs 1,040 lbs Simpson or EqualG - Girder Truss at Wood (2) HTS 20's (24) 0.148" x 1.5" Nails in Each2,500 lbs 2,900 lbs Simpson or EqualH - Truss Hanger to Ledger HUS26 (14) 0.148" x 1.5" Nails & (14) 0.148" x 2.5" Nails 750 lbs 845 lbs Simpson or EqualN.T.S.Framing Legend1/8" = 1'-0"S-3Roof Zone Plan2No.DescriptionDate4Front Door & Roof Product Approvals1/20/202244
8910FGASPHALT SHINGLES OVER PEEL N'STICK OVER SHEATHING PER SECTION OVER P.E. TRUSSES AT 24" O.C. MAX.BM-2BM-2BM-2BM-5BM-5BM-5AAAACCCCBM-2BM-2BM-6BM-62x4 BLOCKING AT BOTTOM CHORD W/(2) 12d's AT EACH TRUSSATTIC ACCESS8910FG4"1.5"2" SLOPE2" SLOPESAWCUT11.5" RECESS AT DOOR, TYP.F-3F-3F-3F-3F-1F-4F-1F-14" THICK MIN. 3000 OSI CONC. W/ 6x6-10x10 WWF OR 2.1 lbs/CUYD FIBERMESH OVER TERMITE TREATED, WELL COMPACTED (95% COMPACTION, MODIFIED PROCTOR) SOIL, TYP.SAWCUTC-2C-1C-2F-140'-7 5/16" DIAGONAL40'-7 5/16" DIAGONAL1/4" PER FT SLOPE1' - 8"1' - 8"C-3C-3C-3C-312' - 0"32' - 0"12' - 6"12' - 6"2S-51.5"1.5"3333112e2r2r2e2r2r2r2er2er2ra=5' - 0"5' - 0"48' - 2"29' - 2"#5 Bar Vertical in Filled Cell under Window#5 Bar Vertical in Filled Cell6' Long #5 Re-entrant Bar in middle of slabLine of FoundationStep Down in Slab4"ACONNECTOR -SEE SCHEDULEBM-1BEAM -SEE SCHEDULEC-1COLUMN -SEE SCHEDULE2x4 SYP BRACING W/(2) 12d's TO BOT. CHORD OF EACH TRUSSZONES AREA ASD NAIL SPACINGINTERIOR: 1 32 +20/-37 6" O.C.PERIMETER: 2e / 2r 32 +20/-51 6" O.C.CORNER: 3 9 +25/-62 4" O.C.NOTES: EDGE DISTANCE = 3'-0"ROOF SHEATHING SHALL BE 19/32" MIN.ATTACHMENT SHALL BE 10d COMMON OR RINGSHANK, FIELD AND EDGE SPACING SHALL BE THE SAME.COMPONENTS AND CLADDING WIND PRESSURE FOR ROOF SHEATHING (PSF)Project Number:ISSUE DATE:COL 3:12-17STATUS:DRAWN BY:REVIEWED BY:1555 INDIAN RIVER BLDV. SUITE B-145VERO BEACH, FL 32960772.360.4998INFO@SCHLITTENGINEERING.COMOFCA# 32295TERENCESCHLITTR PEENIGNELNOISSEFORARAIDFOLEENSLCINo. 81238STATE OFDesign Professional’s electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional. Design Professional is not responsible for any subsequent modification, corruption, or unauthorized use of such document. To verify the validity or applicability of the seal or signature, contact Design Professional.This item has been digitally signed and sealed by Terence Schlitt on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.2/10/2022 9:11:45 AMS-4Foundation and FramingPlans - AccessoryStructure20R026SINGLE FAMILY HOMESTROKE RESIDENCE02/16/2021AMTS10511 OAKBRIDGE CT.PERMIT SETFT. PIERCE, FLST. LUCIE COUNTY, 349511013Jan. 25, 20221/4" = 1'-0"S-4Roof Framing Accessory Structure11/4" = 1'-0"S-4Foundation Plan Accessory Structure23/16" = 1'-0"S-4Roof Zone Plan3N.T.S.Foundation LegendConnector ScheduleMember Type/ Mark Connector Type Connectors Uplift Needed Uplift Provided CommentsA - Girder Truss FGTR (18) 1/4" x 3" SDS Screws & (2) 1/2" x 5" Titen HD 1,600 lbs 4,725 lbs Simpson or EqualB - Girder Truss VGT (1) 5/8" x 12" Anchor Embed. & (16) 1/4" x 3" SDS Screws 4,600 lbs 4,940 lbs Simpson or EqualC - Truss to CMU HETA 20 (9) 0.148" x 1.5" Nails1,200 lbs 1,810 lbs Simpson or EqualD - Hold Down HTT4 (1) 5/8" x 6" D&E A.B. & (10) 0.148" x1.5" Nails 2,900 lbs 3,000 lbs See Foundation PlanE - Truss To CMU (2) HETA20's (9) 0.148" x 1.5" Nails in Each Strap1,850 lbs 1,920 lbs Simpson or EqualF - Truss Strap at Wood H10A (18) 0.148" 1.5" Nails900 lbs 1,040 lbs Simpson or EqualG - Girder Truss at Wood (2) HTS 20's (24) 0.148" x 1.5" Nails in Each2,500 lbs 2,900 lbs Simpson or EqualH - Truss Hanger to Ledger HUS26 (14) 0.148" x 1.5" Nails & (14) 0.148" x 2.5" Nails 750 lbs 845 lbs Simpson or EqualFoundation ScheduleMark WxDxL TypeReinforcementF-1 20"x18"xCont. Monolithic (2) #5 Bars. Cont.F-2 12"x12"xCont. Bell Footer W/ Step (2) #5 Bars. Cont.F-3 20"x18"xCont. Bell Footer W/ Curb (2) #5 Bars. Cont. & (1) #4 Horiz. in CurbF-4 8"x8"xCont. Thickened Edge (1) #5 Bar Cont.F-5 8"x8"xCont. Bell Footer W/ Step (1) #5 Bar Cont.F-6 20"x18"xCont. Stem Wall (2) #5 Bars. Cont. & #5 Bar at 30" O.C. Lat.F-6 Alt. 20"x42"xCont. Turn-Down Stem Wall (3) #5 Bars Top, (2) #5 Bars Mid & (3) #5 Bars Bott., W/ #3 Hoops at 16" O.C. Max.Beam ScheduleMark Type Beam Size Reinforcement CommentBM-1 PreCast Lintel 8F8-0T/1B See DetailBM-2 PreCast Lintel 8F16-1T/1B See DetailBM-3 PreCast Lintel 8F20-1T/1B See DetailBM-4 Wood - SYP #2 (2) 2x12 Plywood Flitch Plate as NeededBM-5 Concrete 8" x 24" (2) #5 T&B w/ #3 Hoops at 10" O.C. Max.BM-6 Concrete 8" x 16" (2) #5 T&B w/ #3 Hoops at 10" O.C. Max.Column ScheduleMark Size Type ReinforcementC-1 8"x16" CMU (2) #5 Vert. Bars W/ #3 Hoops at 16" O.C. Max.C-2 16"x16" Pilaster CMU Units (2) #5 Vert. Bars W/ #3 Hoops at 16" O.C. Max.C-3 8"x10" Reinforced Concrete (4) #5 Vert. Bars W/ #3 Hoops at 10" O.C. Max.N.T.S.Framing Legend GarageNo.DescriptionDate3Riser Diagram & Beam Changes07/21/2021
0' - 6"WLAP SPLICE2' - 6" MIN.1/2" GYPSUM OVER 1x3 P.T. FURRING STRIPS AT 16" O.C. W/ R-4.1 FI-FOIL AT INSULATED AREAS4" THICK 3000 PSI CONC. SLAB W/ 6x6-W1.4xW1.4 OR 2.1 LBS/CUYD FIBERMESHCLEAN-OUT AT EACH FILLED CELL FOR INSPECTION, EITHER SIDE OF WALL10 MIL VISQUEEN VAPOR BARRIER OVER TERMITE-TREATED, WELL-COMPACTED FILL8"x8"x16 MASONRY IN RUNNING BOND, W/ FILLED CELLS PER PLAN AND AT 48" O.C. MAX. FOLLOW NOTES FOR HORIZ. REINF.#5 DOWELS W/ 90 DEGREE ACI HOOKSLOPE GRADE AWAY FROM FOUNDATION, COMPACT 24" OUTSIDE OF BLDG MIN.REINFORCED CONC. FOOTER PER PLAN/SCHEDULE1/2" CEMENTITIOUS FINISH W/ EXT. ACRYLIC COATINGCOV.0' - 3"D1/2" GYPSUM AND R-11 INSULATION4" THICK 3000 PSI CONC. SLAB W/ 6x6-W1.4xW1.4 OR 2.1 LBS/CUYD FIBERMESHP.T. 2x4 PLATE W/ 1/4" x 3" TAPCONS AT 12" O.C., LOCATE SUPPLEMENTAL CONNECTORS PER FRAMING PLANVISQUEEN VAPOR BARRIER OVER TERMITE-TREATED, WELL-COMPACTED FILLREINFORCED CONC. FOOTER PER PLAN/SCHEDULE2x4 SPF STUDS AT 16" O.C. MAX., LOCATE RSP4 AT TOP AND BOTTOM OF STUDS AT 32" O.C. MAX.W+/-0' - 4"D1/2" GYPSUM AT EACH SIDE PER FBC-R 702.3, TYP.4" THICK 3000 PSI CONC. SLAB W/ 6x6-W1.4xW1.4 OR 2.1 LBS/CUYD FIBERMESHPT 2x4 PLATE W/ 1/4" x 3" TAPCONS AT 12" O.C. MAX.6 MIL VISQUEEN VAPOR BARRIER OVER TERMITE-TREATED, WELL-COMPACTED FILL2x4 SPF STUDS AT 16" O.C. MAX. W/ (2) 16d's TOENAILED AT TOP AND BOTTOMSEE TYPICAL WALL SECTION FOR TYPE OF INSULATION(2) 2x4 TOP PLATE, 36" SPLICE MIN.P.E. TRUSSES AT 24" O.C. MAX.1/2" GYPSUM TYP., 5/8" TYPE X AT GARAGE CEILINGS UNDER HABITABLE SPACES2x SP HEADER W/ PLYWD FLITCH OVER OPENINGS AS OCCURS:(2) 2x4 UNDER 4' WIDE(2) 2x6 UNDER 6' WIDE(2) 2x8 UNDER 8' WIDED0' - 6 1/8"WLAP SPLICE2' - 6" MIN.4" THICK 3,000 PSI CONC. SLAB W/ 6x6-W1.4xW1.4 OR 2.1 LBS/CUYD FIBERMESH#4 BAR CONT. IN CURB10 MIL VISQUEEN VAPOR BARRIER OVER TERMITE TREATED, WELL COMPACTED FILL8"x8"x16 MASONRY IN RUNNING BOND, W/ FILLED CELLS PER PLAN AND AT 48" O.C. MAX. FOLLOW NOTES FOR HORIZ. REINF.#5 DOWELS W/ 90 DEGREE ACI HOOKSLOPE GRADE AWAY FROM FOUNDATION, COMPACT 24" OUTSIDE OF BLDG MIN.REINFORCED CONC. FOOTER PER PLAN/SCHEDULE1/2" CEMENTITIOUS FINISH W/ EXT. ACRYLIC COATINGCOV.0' - 3"VARIES2' - 0"P.E. TRUSSES AT 24" O.C. MAX. W/ CONNECTORS PER ROOF PLAN AND SCHEDULE2x4 AT 24" O.C. MAX. W/ (2) 12d's AT TRUSS AND (2) 12d'S TOENAILED AT LEDGER2x4 PT LEDGER W/ 3/16" x3" TAPCONS AT 12" O.C. MAX. ABOVE CONDITIONED SPACE, 5 1/2" SPRAY FOAM INSULATION PER NOTES "ALTERNATE MATERIAL AND METHOD OF CONSTRUCTION PER FBC 104.11"ASPHALT SHINGLE OVER PEEL'N STICK UNDERLAYMENT OVER SHEATHING PER ROOF FASTENING SCHEDULE125TYP. SLOPEUNVENTED ATTICUNVENTED SOFFIT PER PRODUCT APPROVAL#5 DOWELS W/ 90 DEGREE ACI HOOK AT TOP(2) COURSE BOND BEAM W/ #5 BAR HORIZ. CONT. IN EACH COURSE1/2" GYPSUM TYP., 5/8" TYPE "X" AT GARAGE OVER LIVING AREASPRECAST LINTEL PER PLAN/SCHEDULE OVER OPENINGS9'-4" T.O.B. AT HOUSE0' - 6"WLAP SPLICE2' - 6" MIN.FILL BLOCK VOIDS WITH FOAM INSULATION (R-3.6)4" THICK 3000 PSI CONC. SLAB W/ 6x6-W1.4xW1.4 OR 2.1 LBS/CUYD FIBERMESHCLEAN-OUT AT EACH FILLED CELL FOR INSPECTION, EITHER SIDE OF WALL10 MIL VISQUEEN VAPOR BARRIER OVER TERMITE-TREATED, WELL-COMPACTED FILL8"x8"x16 MASONRY IN RUNNING BOND, W/ FILLED CELLS PER PLAN AND AT 48" O.C. MAX. FOLLOW NOTES FOR HORIZ. REINF.#5 DOWELS W/ 90 DEGREE ACI HOOKSLOPE GRADE AWAY FROM FOUNDATION, COMPACT 24" OUTSIDE OF BLDG MIN.REINFORCED CONC. FOOTER PER PLAN/SCHEDULE1/2" CEMENTITIOUS FINISH W/ EXT. ACRYLIC COATINGCOV.0' - 3"D2' - 0"P.E. TRUSSES AT 24" O.C. MAX. W/ CONNECTORS PER ROOF PLAN AND SCHEDULE2x4 AT 24" O.C. MAX. W/ (2) 12d's AT TRUSS AND (2) 12d'S TOENAILED AT LEDGER2x4 PT LEDGER W/ 3/16" x3" TAPCONS AT 12" O.C. MAX. ASPHALT SHINGLE OVER PEEL'N STICK UNDERLAYMENT OVER SHEATHING PER ROOF FASTENING SCHEDULE125TYP. SLOPEVENTED SOFFIT PER PRODUCT APPROVAL#5 DOWELS W/ 90 DEGREE ACI HOOK AT TOP(2) COURSE BOND BEAM W/ #5 BAR HORIZ. CONT. IN EACH COURSE1/2" GYPSUM TYP., 5/8" TYPE "X" AT GARAGE OVER LIVING AREASPRECAST LINTEL PER PLAN/SCHEDULE OVER OPENINGS10'-0" T.O.B. AT ACCESSORY STRUCTURESEE FOUNDATION PLAN FOR CONCRETE8"4"VARIESSTEPSLOPE TO DRAIN#5 BAR CONT. W/ 18" LAP SPLICE MIN.1/8" WIDE SAW-CUT SHALL BE MADE AS SOON AS CONCRETE HAS HARDENED SUFFICIENTLY TO PREVENT AGGREGATE BEING DISLODGED BY SAWt/3 tProject Number:ISSUE DATE:COL 3:12-17STATUS:DRAWN BY:REVIEWED BY:1555 INDIAN RIVER BLDV. SUITE B-145VERO BEACH, FL 32960772.360.4998INFO@SCHLITTENGINEERING.COMOFCA# 32295TERENCESCHLITTR PEENIGNELNOISSEFORARAIDFOLEENSLCINo. 81238STATE OFDesign Professional’s electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional. Design Professional is not responsible for any subsequent modification, corruption, or unauthorized use of such document. To verify the validity or applicability of the seal or signature, contact Design Professional.This item has been digitally signed and sealed by Terence Schlitt on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.2/10/2022 9:11:45 AMS-5Wall Sections andDetails20R026SINGLE FAMILY HOMESTROKE RESIDENCE02/16/2021AMTS10511 OAKBRIDGE CT.PERMIT SETFT. PIERCE, FLST. LUCIE COUNTY, 349511113Jan. 25, 20223/4" = 1'-0"S-5Masonry Wall Section13/4" = 1'-0"S-5Wood Wall at Bell Footer W/Step33/4" = 1'-0"S-5Interior Wall Section -Non Load Bearing43/4" = 1'-0"S-5Garage Footer Section53/4" = 1'-0"S-5Masonry Wall Section Accessory Structure21" = 1'-0"S-5Step Down at Shower71" = 1'-0"S-5Saw Cut Detail6No.DescriptionDate
2" 19ga. UNISTRUT CHANNEL UNDER DRIP PAN TYP., INSTALL VIBRATION ISOLATORS PER MANUFACTURER1/2" THREADED ROD W/ WASHERS AND NUTS, ONE AT EACH CORNER OF UNIT(2) 2x6 SYP BEAM (FLAT) W/ (2) #10 SCREWS AT EACH WEB, TYP.P.E. WOOD TRUSSES AT 24" O.C. MAX. W/ SPACE FOR HANDLER BUILT INTO THE TRUSSESA/C EQUIPMENT IN ATTIC SPACE6" CONCRETE SLAB PER PLAN3"x3"x1/4" ANGLE 3" LONG (ONE AT EACH CORNER) SECURE EACH TO CONC. PAD WITH 1/2"x3" EMBED EXP. ANCHORA/C COMPRESSORATTACH TO UNIT PER MANUF. OR USE (2) #14 SELF TAPPERS PER ANGLE, THREE THREADS PENETRATION TO FRAMEMIN.0' - 6"MULTI-PLY BEAM W/ NAILS PER SCHEDULEOPTIONAL1/2" PLYWOOD BETWEEN PLYS, GLUED AT EACH FACEMAX.1' - 0"MIN.0' - 2"BEAM SIZEROWS2x822x1032x124NUMBER OF PLYSSIZE OF NAILS210d's312d's416d's516d'sMISSED STRAP DOES NOT LINE UP WITH TRUSSADD NEW CONNECTOR IN LIEU OF MISSED STRAPIF MISSED CONNECTOR IS HETA 20, CONTRACTOR SHALL USE(2) HTSM20 STRAPS W/ (4) 1/4" X 21/4" TITENS & (10) 10dx1.5"IF MISSED CONNECTOR IS (2) HETA 20s, CONTRACTOR SHALL USEFGTR OR VGT PER MANUFACTURER REQUIREMENTS.WOOD TRUSSNOMINAL HEIGHTQUANTITY OF #5 FIELD ADDED REBAR AT BOTTOM OF LINTELNOMINAL WIDTH8F16-1B/1T#5 FIELD ADDED REBAR AT TOP PF COMPOSITE U -LINTEL MIN. (1) REQD.QUANTITY OF #5 FIELD ADDED REBAR AT TOP OF LINTELF = FILLED WITH GROUTU = UNFILLED1-1/2" CLEAR, TYP.FIELD PLACED CMUSOLID GROUT, TOP TO BOT.#5 FIELD ADDED REBAR AT BOTTOM OF U-LINTEL CAVITYPRE-CAST REINFORCING PER MANUFACTURER7-5/8" ACTUAL8" NOMINAL WIDTH15-5/8" ACTUAL 16" NOMINAL HEIGHT C-1#3 TIES AT 8" O.C.(4)#5 VERT.C-2#3 TIES AT 16" O.C.(2)#5 VERT.1'-4"1' - 4"1' - 4"8"CLR. TYP.1 1/2"CLR. TYP.1 1/2"NOTE: CHAMFER EDGES PER ARCHITECTURAL DETAILS, OWNER APPROVAL.STRUCTURAL SHEATHING PER COMPONENTS AND CLADDING SCHEDULETOP CHORD OF LOWER P.E. TRUSS, SPACED AT 24" O.C. MAX.SIMPSON VTCR CLIP AT 2' O.C. TO TRUSS TOP CHORDS W/(3) 10d x 1-1/2" NAILS TO OVER TRUSS AND (4) 10dx3.5" NAILS TO UNDER TRUSSP.E. TRUSS OVERFRAMING AT 24" O.C. MAX.P.E. TRUSS OVERFRAMING AT 24" O.C. MAX. ATTACH PER BELOW2x4 RIDGE BLOCKING W/ (2) 12d's TOENAILED AT EACH ENDSTRUCTURAL SHEATHING PER COMPONENTS AND CLADDING SCHEDULETOP CHORD OF PRIMARY P.E. TRUSSfbacdiOPTIONAL 1" RECESSED SILL AT OUTSWING/SLIDING DOORSgNOTES: 1. TAPCON ANCHORS TO MASONRY/CONC. SHALL HAVE 1.25" EMBEDMENT MINIMUM.2. DO NOT INSTALL ANCHORS IN SILL UNLESS NOTED BY PRODUCT APPROVAL.3. LIQUID WATERPROOFING SHALL MEET FBC R-703.4 OR FBC 1405.4 AS APPLICABLE, SEE GENERAL NOTES.4. SEE PRODUCT APPROVAL FOR ALTERNATE ATTACHMENT METHOD.eadja. SEE TYP. WALL SECTION FOR INTERIOR FINISHES, TRIM PER OWNERb. COAT MASONRY WITH LIQUID WATERPROOFING, THEN ADD 3 LINES OF SEALANT AT MASONRY, THEN P.T. BUCKc. SEALANT AT FLANGE TO BUCKd. 1/4" MAX. NON-DEGRADABLE SHIM W/ BACKER ROD AT PERIMETER, TRIM SHIMS 1/4" FROM FACEe. 1/4"ø TAPCONS AT 10" O.C. MAX. STAGGERED, THEN INSTALL LIQUID WATERPROOFING OVER FACE OF BUCKf. EXT. FINISH W/ DRIP EDGE, LEAVE 1/4" GAP AT DOOR, THEN SEAL g. 3 HEAVY CONT. LINES OF SEALANT AT THRESHOLD TO CONC., THEN 1/4"ø TAPCONS AT 10" O.C. MAX. STAGGERED (SEE NOTE #2)h. SEALANT AT BUCK TO MASONRYi. LINTEL PER PLAN/SCHEDULEj. FILLED CELL W/ #5 VERT.hegcbajdecbkihNOTES: 1. TAPCON ANCHORS TO MASONRY SHALL HAVE 1.25" EMBEDMENT MINIMUM.2. DO NOT INSTALL ANCHORS IN WINDOW SILL UNLESS NOTED BY PRODUCT APPROVAL.3. LIQUID WATERPROOFING SHALL MEET FBC R-703.4 OR FBC 1405.4 AS APPLICABLE, SEE GENERAL NOTES.4. SEE PRODUCT APPROVAL FOR ALTERNATE ATTACHMENT METHOD.a. SEE TYP. WALL SECTION FOR INTERIOR FINISHES, TRIM PER OWNERb. COAT MASONRY WITH LIQUID WATERPROOFING, THEN ADD 3 LINES OF SEALANT AT MASONRY, THEN INSTALL 2x6 OR 2x8 P.T. BUCKc. SEALANT AT FLANGE TO BUCKd. 1/4" MAX. NON-DEGRADABLE SHIM W/ BACKER ROD AT PERIMETER, TRIM SHIMS 1/4" FROM FACEe. 3/16"ø TAPCONS AT 10" O.C. MAX. STAGGERED, THEN INSTALL LIQUID WATERPROOFING OVER FACE OF BUCKf. N/Ag. EXT. FINISH W/ DRIP EDGE, LEAVE 1/4" GAP AT WINDOW, THEN SEAL h. SLOPE TO DRAIN, LEAVE 1/4" GAP AT WINDOW, THEN SEALi. PRECAST OR POURED IN PLACE SILLj. SEALANT AT BUCK TO MASONRYk. LINTEL PER PLAN/SCHEDULEl. FILLED CELL W/ #5 VERT.m. PVC CASING BEAD W/ REINFORCEMENT AS NEEDED PER CODE.aedblmMIN.0' - 1 1/4"2x6 SYP P.T. JAMB W/ CONNECTORS PER TABLESTRUCTURE CONNECTOR OPTIONS (EITHER ONE) SPACING ON CENTER STEEL WASHERS REQUIREDCMU JAMB 1/4" x 1 1/4" MIN. EMBED. TAPCON 6" MAX. 1" OUTSIDE DIA.CMU JAMB 5/8" x 5" MIN. EMBED. BOLT 14" MAX. 2" OUTSIDE DIA.TOP VIEW - CMUELEVATION VIEW2x6 SYP P.T. JAMB W/ 3/16" TAPCONS AT 12" O.C. STAGGEREDOPTIONAL 2x6 SYP P.T. BLOCK FOR OPENER, W/ (4) 3/16"x3" TAPCONS SPACINGMAX.EXT.INT.#5 BAR VERT. IN SOLID CELL, TYP.SPACING1/2" TYP.Project Number:ISSUE DATE:COL 3:12-17STATUS:DRAWN BY:REVIEWED BY:1555 INDIAN RIVER BLDV. SUITE B-145VERO BEACH, FL 32960772.360.4998INFO@SCHLITTENGINEERING.COMOFCA# 32295TERENCESCHLITTR PEENIGNELNOISSEFORARAIDFOLEENSLCINo. 81238STATE OFDesign Professional’s electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional. Design Professional is not responsible for any subsequent modification, corruption, or unauthorized use of such document. To verify the validity or applicability of the seal or signature, contact Design Professional.This item has been digitally signed and sealed by Terence Schlitt on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.2/10/2022 9:11:46 AMS-6Details20R026SINGLE FAMILY HOMESTROKE RESIDENCE02/16/2021AMTS10511 OAKBRIDGE CT.PERMIT SETFT. PIERCE, FLST. LUCIE COUNTY, 349511213Jan. 25, 20223/4" = 1'-0"S-6Air Handler Detail13/4" = 1'-0"S-6Condensor Anchor Detail21" = 1'-0"S-6Multi Play Beam Detail31/2" = 1'-0"S-6Missed Strap Detail73/4" = 1'-0"S-6Masonry Bond Beam Detail53/4" = 1'-0"S-6Concrete Column Detail - Rebar43/4" = 1'-0"S-6Overbuilt Framing Detail- Trusses101" = 1'-0"S-6Door Detail at CMU81" = 1'-0"S-6Window Detail at CMU93/4" = 1'-0"S-6Garage Door Jamb6No.DescriptionDate
8"x8"x16 MASONRY IN RUNNING BOND, SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION#5 VERT. BAR D&E W/ 6" EMBED. KNOCK OUT FACE FOR ACCESSGROUT PER NOTESBEAM PER PLAN AND SCHEDULE (FULL HEIGHT MAY INTEGRATE WITH BOND BEAM)REINFORCED CONC. FOOTER PER PLAN AND SCHEDULEBOND BEAM PER PLANSWINDOW OPENINGTROWELED SMOOTH CONC.SEE SECTION/TABLEPOURED SILL DEPTH9" ACI HOOK, TYP. AT ALL INTERSECTIONSHORIZONTAL STEEL PER SECTION BASE ON WIDTHGROUTED #5 VERT. BAR AT 48" O.C. MAX. UNDER WIDE WINDOWS AND UNDER MULLIONS, PER TYPICAL WALL SECTIONOPENING WIDTH POURED SILL DEPTH REINFORCING STEELWIDTHS TO LESS THAN 7' 8" (1) #4 OR #5WIDTHS 7' TO LESS THAN 10' 8" (2) #4 OR (2) #5 SIDE BY SIDEWIDTHS TO 10' LESS THAN 15' 12" (4) #4 OR (2) #5WIDTHS TO LESS THAN 7'WIDTHS FROM 7' TO LESS THAN 10'WIDTHS FROM 10' TO LESS THAN 15'0' - 8"SLOPE TO EXTERIOR, OPTION FOR RECESS0' - 8"1' - 0"NOTE: CONTRACTOR MAY USE PRECAST SILL IN LIEU OF CONC. SILL FOR OPENINGS UNDER 7' WIDE WITHOUT ENGINEER APPROVAL. GREATER THAN 7' WIDE REQUIRES ENGINEER APPROVAL.SLOPE TO EXTERIOR, OPTION FOR RECESSHEADER, SEE SCHEDULE(2) 2x TOP PLATEROOF MEMBERS AND CONNECTORS NOT SHOWN FOR CLARITY2x BUCK PER DETAIL, ATTACH W/10d's AT 6" O.C. MAX. STAGGERED(#) 2x JACK STUDS PER PLAN/SCHEDULE2x STUD WITH CONNECTORS AND SPACING PER WALL SECTION(1) FULL LENGTH 2x KING STUDANCHOR AT OPENING PER PLAN/SCHEDULE2x PT BOTTOM PLATE WITH CONNECTORS AND SPACING PER WALL SECTIONMSTA24 W/(18) 10d's AT EACH JACK STUD12e2eLATERAL BRACING IF REQUIRED (SEE FRAMING PLAN AND TRUSS CUT SHEETS) P.E. WOOD TRUSSES AT 24" O.C. (SEE ROOF PLAN)CMU BOND BEAM OR CONC. TIE BEAM (SEE TYP. WALL SECTION)WOOD FASCIA (SEE TYP. WALL SECTION) W/(2) 16d's TO EACH TRUSS END1/16" SPACE AT PANEL ENDS PROVIDE 2"x4" BLOCKING IN AREAS LABELED BY PLYWOOD BLOCKING DETAIL. TOE NAIL TO EACH END W/ (2)10d's. SPAN RATED STRUCTURAL SHEATHING FACE GRAIN TO RUN PERPENDICULAR PROVIDE 1/8" SPACINGAT PANEL EDGES3#ROOF ZONE NUMBER, SEE PLAN2er1/2" GYPSUM OVER 1x3 FURRING STRIPS AT 16" O.C. W/ R-4.1 FI-FOIL AT INSULATED AREASSLOPE GRADE AWAY FROM FOUNDATION, COMPACT 24" OUTSIDE OF BLDG MIN.1/2" CEMENTITIOUS FINISH W/ EXT. ACRYLIC COATING4" THICK 3000 PSI CONC. SLAB W/ 6x6-W1.4xW1.4 OR 2.1 LBS/CUYD FIBERMESHCLEAN-OUT AT EACH FILLED CELL FOR INSPECTION, EITHER SIDE OF WALL10 MIL VISQUEEN VAPOR BARRIER OVER TERMITE-TREATED, WELL-COMPACTED FILL8"x8"x16 MASONRY IN RUNNING BOND, W/ FILLED CELLS PER PLAN AND AT 48" O.C. MAX. FOLLOW NOTES FOR HORIZ. REINF.#5 DOWELS W/ 90 DEGREE ACI HOOK#4 BAR CONT. AT EDGE W/LAP SPLICE PER NOTESCONC. FOOTER W/ PER FOUNDATION PLAN/SCHEDULE OVER WELL COMPACTED SUBGRADEWCOV.0' - 3"D8"x8"x16 MASONRY IN RUNNING BOND, W/ FILLED CELLS PER PLAN AND AT 48" O.C. MAX. FOLLOW NOTES FOR HORIZ. REINF.LAP SPLICE2' - 6"MIN.1' - 0"SLOPE GRADE AWAY FROM FOUNDATION, COMPACT 24" OUTSIDE OF BLDG MIN.FINISH/ WATERPROOFING PER OWNERSLAB PER FOUNDATION PLAN/SCHEDULE10 MIL VISQUEEN VAPOR BARRIER OVER TERMITE-TREATED, WELL-COMPACTED FILLWDSEE WALL SECITON FOR ADDITIONAL INFORMATIONREINFORCED TURN-DOWN STEM WALL FOOTER PER FOUNDATION PLAN AND SCHEDULESTEM WALL DEPTH TO EXTEND 1' BELOW ADJACENT GRADE, CONTRACTOR TO VERIFY1' - 0"Project Number:ISSUE DATE:COL 3:12-17STATUS:DRAWN BY:REVIEWED BY:1555 INDIAN RIVER BLDV. SUITE B-145VERO BEACH, FL 32960772.360.4998INFO@SCHLITTENGINEERING.COMOFCA# 32295TERENCESCHLITTR PEENIGNELNOISSEFORARAIDFOLEENSLCINo. 81238STATE OFDesign Professional’s electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional. Design Professional is not responsible for any subsequent modification, corruption, or unauthorized use of such document. To verify the validity or applicability of the seal or signature, contact Design Professional.This item has been digitally signed and sealed by Terence Schlitt on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.2/10/2022 9:11:47 AMS-7Details20R026SINGLE FAMILY HOMESTROKE RESIDENCE02/16/2021AMTS10511 OAKBRIDGE CT.PERMIT SETFT. PIERCE, FLST. LUCIE COUNTY, 349511313Jan. 25, 20223/4" = 1'-0"S-7Window Reinforcing Detail13/4" = 1'-0"S-7Typical Header Detail21/4" = 1'-0"S-7Roof Sheathing Attachment Detail3No.DescriptionDate2Foundation Modification05/18/20213/4" = 1'-0"S-7Masonry Stem Wall Section43/4" = 1'-0"S-7Alternate Turn Down Stem Wall52