HomeMy WebLinkAboutPLAN 19R023 Travassos Accessory Structure_PERMIT_9-30-20_Digital 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. 2017 FLORIDA BUILDING CODE, SIXTH EDITION, BUILDING, FBC.b. 2017 FLORIDA BUILDING CODE, SIXTH EDITION, RESIDENTIAL, FBC-R.c. 2017 FLORIDA BUILDING CODE ENERGY, FBC-E.d. 2017 FLORIDA MECHANICAL CODE, FBC-M.e. 2014 NATIONAL ELECTRIC CODE, NEC 2014.f. 2017 FLORIDA PLUMBING CODE, FBC-P.g. 2017 FUEL GAS CODE, FBC-FG.h. FLORIDA FIRE PREVENTION CODE, SIXTH 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) 7 PSF (METAL) 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 PSF / 20 PSF IN AREAS PER TRUSS ENGINEER4. STRUCTURE SPECIFICATIONA. BUILDING OCCUPANCY CATEGORY: IIB. CONSTRUCTION TYPE: V-BC. OCCUPANCY CLASSIFICATION: R-3D. WIND SPEED:a. 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. CONCRETEA. 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"FOOTERS 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 CONCRETE1500 PSI 2000 PSI 3000 PSI 4000 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. 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 WHT THE MANUFACTURERS SPECIFICATION.b. LAP ALL JOINTS IN WELDED WIRE MESH 12 INCHES.H. 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 FULL 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.J. SQUASH BLOCKS SHALL BE INSTALLED BELOW ALL COLUMNS AND BUILT UP MEMBERS (INCLUDING JACKS AND KINGS AT OPENINGS) BETWEEN BOTTOM OF FLOOR SHEATHING AND TOP OF WALL BELOW. SQUASH BLOCKS SHALL BE OF THE SAME GRADE AND SIZE OF THE MEMBER ABOVE.K. DRAFT STOPPING SHALL BE INSTALLED WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE TO 1000 SQUARE FEET.a. DRAFT STOPPING SHALL BE INSTALLED IN APPROXIMATELY EQUAL AREAS TO LIMIT THE CONCEALED SPACE OF A FLOOR / CEILING ASSEMBLY.b. DRAFT STOPPING SHALL BE OF NOT LESS THAN 1/2" GYPSUM BOARD, 3/8" WOOD STRUCTURAL PANELS, 3/8" TYPE 2-M-W PARTICLE BOARD.c. DRAFT STOPPING SHALL BE INSTALLED PARALLEL TO FLOOR FRAMING MEMBERS.L. FIREBLOCKING SHALL BE INSTALLED AT ALL HORIZONTAL AND VERTICAL DRAFT OPENINGS.a. BLOCKING SHALL BE IN THE FOLLOWING LOCATIONS:• CONCEALED SPACED OF STUD WALLS AND PARTITIONS.• VERTICALLY AT CEILING AND FLOOR LEVELS.• HORIZONTALLY AND INTERVALS EXCEEDING 10 FEET.• BETWEEN HORIZONTAL AND VERTICAL SPACES SUCH AS SOFFITS, DROP CEILINGS AND CO-CEILINGS.• AT OPENINGS AROUND VENTS, PIPES, CABLES, AND WIRES AT CEILINGS AND FLOOR LEVELS.b. FIREBLOCKING SHALL BE :• 2 INCH NOMINAL LUMBER, OR• ONE THICKNESS OF 23/32" WOOD STRUCTURAL PANELS WITH JOINTS BACKED WITH 23/32" WOOD STRUCTURAL PANELS, OR• 1/2" GYPSUM BOARD, OR• OTHER APPROVED MATERIALS PER THE CODE.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 TO 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.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.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 LESS 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.SCOPE OF WORK1. NEW ACCESSORY STRUCTURE PER PLANS AND DETAILS.2. RESIDENTIAL STRUCTURE IS NOT PART OF THIS SET OF ACCESSORY STRUCTURE DRAWINGS.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.9/30/2020 8:44:07 AMS0.1General Notes19R023ACCESSORY BUILDINGTRAVASSOS RESIDENCE09/30/2020AMTS10526 Oakbridge CourtPERMIT SETFT. PIERCE, FLST. LUCIE COUNTY, 3495116Sept. 30, 2020Florida Product Approval ListingsCategory - Subcategory Approval Number Manufacturer Model NumberBuilding Design Pressures(+PSF / -PSF)Product Design Pressures(+PSF / -PSF)Exterior Doors - Roll Up Garage FL 16107 Clopay Build. Prod. PAN-2F143 See Schedule +38/-42Exterior Doors - Swing FL 15037.2 ThermaTru Opaque Fiberglass Doors-Impact See Schedule +67/-67Panel Wall - Soffits FL 13265 R3 James Hardie 1/4" Hardie Soffit-49.6 -83.0Roofing - Metal NOA 18-1023.17 J.A. Taylor Roofing 24 Gauge Steel -66.0 -101Roofing - Underlayment FL 9777-R11 Owens Corning Roof Underlayment N/A N/ASheet ListPage No Sheet Name Sheet Number1 General NotesS0.12 General NotesS0.23 Floor Plan and ElevationsS1.14 Foundation and Roof Framing Plans S1.25 Electrical Layout, Calculations and Riser Diagram S2.16 Wall Sections and DetailsS3.1No.DescriptionDate
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.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.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.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. VENTILATEDATTIC SPACES SHALL COMPLY WITH FBCR-806.a. THIS PROJECT SHALL HAVE 1/150 OF THE AREA OF THE VENTED SPACE OR A MINIMUM OF 8 SQUARE FEET. 2. MATERIALSA. GYPSUM SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS PER AREA:a. STRAIGHT WALLS - ONE LAYER OF 1/2" GYPSUM BOARDb. TYPICAL CEILINGS -1/2" GYPSUM BOARDc. CEILINGS ABOVE GARAGE WITH HABITABLE SPACE ABOVE -5/8" TYPE X GYPSUM BOARDB. CONCEALED INSULATING MATERIALS SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE DEVELOPED INDEX OF NOT MORE THAN 450.C. 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.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.9/30/2020 8:44:07 AMS0.2General Notes19R023ACCESSORY BUILDINGTRAVASSOS RESIDENCE09/30/2020AMTS10526 Oakbridge CourtPERMIT SETFT. PIERCE, FLST. LUCIE COUNTY, 3495126Sept. 30, 2020No.DescriptionDate
NJK91030' - 0"40' - 0"ACCESSORY BUILDINGH.B.8' - 8"13' - 8"7' - 8"10' - 0"23' - 4"6' - 8"2134EQUIP. PADSQUARE FOOTAGE CALCS:GARAGE1,200 SFGarage TOB16' -0"2' - 0"5" 12"First Floor0' -0"SEE GEN. NOTES FOR VENTILATION CALCS.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.9/30/2020 8:44:07 AMS1.1Floor Plan andElevations19R023ACCESSORY BUILDINGTRAVASSOS RESIDENCE09/30/2020AMTS10526 Oakbridge CourtPERMIT SETFT. PIERCE, FLST. LUCIE COUNTY, 3495136Sept. 30, 20201/4" = 1'-0"S1.1Floor Plan - Accessory Building13/16" = 1'-0"S1.1Accessory Building Front23/16" = 1'-0"S1.1Accessory Building Rear33/16" = 1'-0"S1.1Accessory Building Left43/16" = 1'-0"S1.1Accessory Building Right5Door ScheduleMark Size and TypeDesign Pressure(PSF Min.)1 120140 Overhead +29/-352 10080 Overhead +31/-383 3080 Swing +34/-374 10080 Overhead +31/-34No.DescriptionDate
JK910ODD SPACEDDDD2' - 0"METAL ROOF OVER PEEL N' STICK OVER SHEATHING PER COMPONENTS AND CLADDING SCHEDULE OVER P.E. TRUSSES AT 24" O.C. MAX2x BLOCKING AT BOTTOM CHORD W/(2) 12d's AT EACH TRUSSBM-5BM-5TRUSS LAYOUT IS PROVIDED BY CHAMBERS TRUSS INC., PROJECT NUMBER 76274, DATED 9/10/2019BM-5BM-1EQEQEQ3333111122222222222222a=3' - 0"1/8" PER FT SLOPE, TYP.JK9104" 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.SAW CUTF-6F-6F-6F-61S3.11/8" PER FT SLOPE4" SLAB W/ 8"x8" DEEP EMBED. MIN. THICKENED EDGE4"4" SLAB W/ 8"x8" DEEP EMBED. MIN. THICKENED EDGE11 1/2" WIDE RECESS FOR GARAGE DOOR1.5"11 1/2" WIDE RECESS FOR GARAGE DOOR1.5"F-6F-6F-6F-6 LRFD ASD NAIL SPACINGZONE 1 - INTERIOR: +30/-52 +18/-32 6" O.C.ZONE 2 - PERIMETER: +30/-119 +18/-72 6" O.C.ZONE 3 - CORNER: +30/-170 +18/-102 4" O.C.NOTES: EDGE DISTANCE = 3'-0"THE EFFECTIVE AREA FOR ZONES 1 AND 2 ARE 32 SF.THE EFFECTIVE AREA FOR ZONE 3 IS 9 SF.ROOF SHEATHING SHALL BE 15/32" 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)#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 SCHEDULEBRACING -TO CONTROL DEFLECTION OR TRANSFER LAATERAL LOADSProject 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.9/30/2020 8:44:07 AMS1.2Foundation and RoofFraming Plans19R023ACCESSORY BUILDINGTRAVASSOS RESIDENCE09/30/2020AMTS10526 Oakbridge CourtPERMIT SETFT. PIERCE, FLST. LUCIE COUNTY, 3495146Sept. 30, 20201/4" = 1'-0"S1.2Roof Framing23/32" = 1'-0"S1.2Roof Zone Plan - Accessory Structure31/4" = 1'-0"S1.2Foundation Plan1Foundation ScheduleMark WxDxL Type ReinforcementF-1 16"x20" Monolithic (2) #5 Bars Cont.F-2 16"x20" Monolithic (2) #5 Bars Cont.F-3 12"x12" Bell Footer W/ Step (2) #5 Bars Cont.F-4 16"x20" Bell Footer W/ Curb (2) #5 Bars Cont. And (1) #4 Horiz. In CurbF-5 8"x8" Bell Footer W/ Step (1) #5 Bars Cont.F-6 24"x20" Cont. Monolithic (3) #5 bars Cont.1/4" = 1'-0"FoundationConnector ScheduleMember Type/ Mark Connector Type Connectors Uplift Needed Uplift Provided CommentsA-Strap at CMU HETA 16 (11) 10d x 1.5"1,710 lbs 1,810 lbs Simpson or EqualB-Girder Truss VGT (1) 5/8"x10" Anchor Embed. & (16) 1/4"x3" SDS Screws 3,300 lbs 4,940 lbs Simpson or EqualC-Girder Tie Down at Wood Wall HDU2 (6) 1/4"X 2 1/2" Screws, 5/8" Anchor W/ 8" Embed 2,155 lbs 3,075 lbs Simpson or EqualD-Light Girder Truss (2) HETA 16's (11) 10d x 1.5"1,800 lbs + Lat. 1,920 lbs Simpson or EqualE-Strap at Wood Wall H10A (18) 10d x 1.5"900 lbs 1,040 lbs Simpson or EqualBeam ScheduleMark Beam Beam Size Reinforcement CommentBM-1 PreCast Lintel 8F8-0T/1B See DetailAll Unmarked LintelsBM-2 PreCast Lintel 8F16-1T/1B See DetailBM-3 SYP (2) Ply 2x10 Min. W/ Plywood Fitch Over Openings As Occur (2) 2x4 JacksBM-4 PreCast Lintel 8F16-2T/1B See DetailBM-5 Reinf. Concr. 8"x16" (2) #5 Bars at Top and Bottom, #3 Hoops at 10" O.C. Max.N.T.S.Framing LegendNo.DescriptionDate
SWITCH AND LIGHT AT ATTIC ACCESSSWITCH AND LIGHT AT ATTIC ACCESSProject 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.9/30/2020 8:44:07 AMS2.1Electrical Layout,Calculations and RiserDiagram19R023ACCESSORY BUILDINGTRAVASSOS RESIDENCE09/30/2020AMTS10526 Oakbridge CourtPERMIT SETFT. PIERCE, FLST. LUCIE COUNTY, 3495156N.T.S.S2.1Electrical Calculations33/16" = 1'-0"S2.1Electrical Layout Accessory Building2N.T.S.S2.1Electrical Panels4N.T.S.S2.1Riser Diagram White Electric5ELECTRICAL SYSTEM IS DESIGNED BY:DANIEL RICHMOND OF WHITE ELECTRICLIC NO: EC13002005645 3RD PLACE VERO BEACH, 32962N.T.S.S2.1Electrical Layout Residence1No.DescriptionDate
MIN.1' - 0 5/32"2x6 PT SP W/ 1/4" x3" TAPCON W/ 1" STL WASHER AT 6" O.C. STAGGEREDMAX.0' - 6"TYP.0' - 3"LINTEL SEE FRAMING PLANNOMINAL 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 MISSED 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 TRUSS0' - 6"WLAP SPLICE2' - 6" MIN.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"DVENTED SOFFIT PER PRODUCT APPROVALINSTALL BLOCKING AS NEEDED #5 DOWELS W/ 90 DEGREE ACI HOOK AT TOP(2) COURSE BOND BEAM W/ #5 BAR HORIZ. CONT. IN EACH COURSEP.E. TRUSSES AT 24" O.C. MAX. W/ CONNECTORS PER ROOF PLAN AND SCHEDULEMETAL ROOF OVER PEEL'N STICK UNDERLAYMENT OVER SHEATHING PER ROOF FASTENING SCHEDULE1/2" GYPSUM TYP., 5/8" TYPE "X" AT GARAGE OVER LIVING AREASPRECAST LINTEL PER PLAN/SCHEDULE OVER OPENINGS125TYP. SLOPE2x4 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. 2' - 0"#5 DOWEL W/ A.C.I. 90° HOOK AT TOP EACH VERT. BAR8" CMU IN RUNNING BOND W/ #5 VERT BAR IN GROUTED CELLS AT ALL JAMBS & INTERSECTIONS AND AS NOTED IN PLAN AND AT 6'-0" O.C. MAX.SPLICE MIN.2' - 6"8'-0"(2) COURSE INTERMIDIATE BOND BEAM W/ #5 BAR HORIZ. CONT. IN EACH COURSE16'-0"FILL BLOCK VOIDS WITH FOAM INSULATION (R-3.6)PROVIDE ADDITIONAL #5 BARS AT THICKEND FOOTING A MIN. OF 12" BELOW PIPEBOT/PIPESEE PLANMIN.1' - 4"MIN. LAP1' - 0"FF1' - 0"fbacdiOPTIONAL 1" RECESSED SILL AT OUTSWING/SLIDING DOORSgNOTES: 1. DO NOT INSTALL ANCHORS IN SILL UNLESS NOTED BY PRODUCT APPROVAL.2. LIQUID WATERPROOFING SHALL MEET FBC R-703.4 OR FBC 1405.4 AS APPLICABLE, SEE GENERAL NOTES.3. 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 x 3" TAPCONS AT 10" O.C. MAX. THEN INSTALL LIQUID WATERPROOFING OVER FACE OF BUCKf. EXT. FINISH W/ DRIP EDGE, LEAVE 1/4" GAP AT WINDOW, THEN SEAL g. 3 HEAVY CONT. LINES OF SEALANT AT THRESHOLD TO CONC., THEN 1/4"ø x 3" TAPCONS AT 10" O.C. MAX. (SEE NOTE #1)h. SEALANT AT BUCK TO MASONRYi. LINTEL PER PLAN/SCHEDULEj. FILLED CELL W/ #5 VERT.hDia. Min.30 BarDiam. Min.30 BarDia. Min.30 BarCORNERPERPENDICULARBELL THRUPAD FOOTERCORNER BARS TO MATCH REINFORCEMENTNOTE: BOND BEAMS AND BEAMS SHALL BE SIMILAR1/8" WIDE SAW-CUT SHALL BE MADE AS SOON AS CONCRETE HAS HARDENED SUFFICIENTLY TO PREVENT AGGREGATE BEING DISLODGED BY SAWt/4 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.9/30/2020 8:44:08 AMS3.1Wall Sections andDetails19R023ACCESSORY BUILDINGTRAVASSOS RESIDENCE09/30/2020AMTS10526 Oakbridge CourtPERMIT SETFT. PIERCE, FLST. LUCIE COUNTY, 3495166Sept. 30, 20203/4" = 1'-0"S3.1Garage Door Jamb CMU73/4" = 1'-0"S3.1Masonry Bond Beam Detail61/2" = 1'-0"S3.1Missed Strap Detail83/4" = 1'-0"S3.1Masonry Wall Section Accessory Bldg.13/4" = 1'-0"S3.1Footing Penetration Detail31" = 1'-0"S3.1Door Detail at CMU23/4" = 1'-0"S3.1Footer Intersection Detail41" = 1'-0"S3.1Saw Cut Detail5No.DescriptionDate