HomeMy WebLinkAbout19A075 Rispoli Residence R1_Permit_9-15-20 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. FLORIDA FIRE PREVENTION CODE, SIXTH EDITION, FFPC.d. 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. AMERICAN WOOD PROTECTION ASSOCIATION STANDARDS.3. DESIGN LOADSA. FLOOR LOADING:a. DEAD LOAD 10 PSFb. LIVE LOAD 40 PSFc. LIVE LOAD (BALCONY/STAIRS) 60 PSF or 300 LB POINT LOADB. GUARDRAIL/HANDRAIL 50 PLF OR 200 LBS IN ANY DIRECTION4. STRUCTURE SPECIFICATIONA. BUILDING OCCUPANCY CATEGORY: IIB. CONSTRUCTION TYPE: V-BC. OCCUPANCY CLASSIFICATION: R-3D. WIND SPEEDa. ULTIMATE (LRFD) = 170 MPHb. ALLOWABLE (ASD) = 132 MPHE. WIND EXPOSURE CATEGORY: DF. ENCLOSURE CLASSIFICATION: OPENG. INTERNAL PRESSURE COEFFICIENT: +/-0.00H. 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 SIZEFOOTER 3,000 PSI (28 DAYS) 4"-6" 3/4" - 2"C. MATERIAL FOR CONCRETE SHALL CONFORM TO THE FOLLOWING:a. PORTLAND CEMENT - ASTM C150b. AGGREGATES: COURSE AGGREGATE: ASTM C33, LIGHTWEIGHT: ASTM C330, FINE: ASTM C33D. WATER SHALL BE FREE OF CONTAMINANTS, CLEAN AND POTABLE.2. 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. ACCURATELY PLACE AND SUPPORT REINFORCING WITH CHAIRS, BAR SUPPORTS, SPACERS, OR HANGERS AS RECOMMENDED BY ACI DETAILING MANUAL.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. AFTER COMPLETION OF WORK, ALL LOOSE WOOD, CONSTRUCTION DEBRIS, AND ORGANIC MATERIAL SHALL BE REMOVED FROM WITHIN 16" OF BUILDING PERIMETER.3. 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 FRAMING MEMBERS SHALL BE SOUTHERN PINE #2 GRADE OR BETTER.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. ALL LUMBER IN CONTACT WITH CONCRETE/MASONRY/DIRT OR EXPOSED TO THE WEATHER SHALL BE NATURALLY DURABLE MATERIALS OR PRESSURE TREATED.D. 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.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 SIZING.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. TYPE DIAMETER8d COMMON .131"10d / 12d COMMON .148"16d COMMON .162"SCOPE OF WORK1. ADD NEW FREE STANDING DECK AT HEIGHT OF 39" (DECK LEVEL W/ FRONT DOOR) PER LAYOUT AND DETAILS.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.9/15/2020 1:26:51 PMS0.1General Notes19A075DECK ADDITIONSINGLE FAMILY RESIDENCE12/20/2019NCTS10725 S. OCEAN DRIVEPERMIT SETJENSEN BEACH, FLMARTIN COUNTY, 3495712Sept. 15, 2020Sheet ListPage No Sheet Name Sheet Number1 General Notes S0.12 Framing Plan, Sections and Schedules S1.1No.DescriptionDate
SCOPE OF WORK1. ADD NEW FREE STANDING DECK AT HEIGHT OF 39" (DECK LEVEL W/ FRONT DOOR) PER LAYOUT AND DETAILS.2x6 MIN. P.T. JOISTS AT 24" O.C. MAX TYP.1234BCA18' - 2"4' - 0"4' - 7"From House+/-0' - 5"4' - 0"1' - 3"1' - 6"1' - 3"1' - 2"16' - 0"1' - 0"3S1.1From House+/-0' - 5"CD3' - 0"1' - 3"1' - 6"BM-1C-1BM-2C-2C-3C-1C-2C-2C-3CSTR-1BM-3EEBM-2BM-2CCC-1C-2EQEQEQEQEQ2x4 X-BRACING TO POSTS W/(2)#10 SCREWS EACH END, ONE OF THREE2x4 X-BRACING TO POSTS W/(2)#10 SCREWS EACH END, ONE OF THREE2x4 X-BRACING TO POSTS W/(2)#10 SCREWS EACH END, ONE OF THREEEXISTING RESIDENCE4x4 P.T. POST W/ CONNECTORS PER SCHEDULEEXIST. 4" THICK CONC. SLABPORCH GUARDRAIL BY OTHERS(2) #8 2.5" SCREWS AT EACH COMPOSITE PLANK, TYP.AJOIST PER FRAMING PLAN, AND STRAP PER SCHEDULE2x6 W/ (2) #12 SCREWS AT EA. POST, OR COMPOSITE RAILING BY OTHERS 4x4 P.T. POST, DO NOT NOTCHBEAM PER FRAMING PLAN, AND BOLTS PER SCHEDULEBDEEA234COMPOSITE TREADS W/ (2) #8 SCREWS PER STRINGER2x12 P.T. SYP STRINGER (ONE OF THREE) W/ HANGER PER SCHEDULEREJECT PASSAGE OF 4"ø SPHEREREJECT PASSAGE OF 4"ø SPHEREREJECT PASSAGE OF 6"ø SPHERESEE CONNECTOR SCHEDULETOP RAIL SHALL COMPLY WITH FBC REQUIREMENTS FOR HANDRAILS REJECT PASSAGE OF 4 3/8"ø SPHERE0' - 11"3' - 0"STEPS7 3/4" MAX.HANDRAIL AND GUARDRAIL TO BE CONSTRUCTED TO WITHSTAND A CONCENTRATED LOAD OF 200 LBS. APPLIED AT ANY POINT IN ANY DIRECTION. HANDRAIL TO EXTEND TO BEGINNING OF FIRST TREAD.ACONNECTOR -SEE SCHEDULEBM-1BEAM -SEE SCHEDULEC-1COLUMN -SEE SCHEDULE2x4 X-BRACINGProject 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.9/15/2020 1:26:51 PMS1.1Framing Plan, Sectionsand Schedules19A075DECK ADDITIONSINGLE FAMILY RESIDENCE12/20/2019ECTS10725 S. OCEAN DRIVEPERMIT SETJENSEN BEACH, FLMARTIN COUNTY, 3495722Sept. 15, 20203/8" = 1'-0"S1.1Deck Framing1Connector ScheduleMember Type/ Mark Connector Type Connectors Uplift Needed Uplift Provided Comments2x10 Beam at Front Porch HUS28Z (30) 16d's300 lbs 1,500 lbs Simpson or Equal4x4 Post to Slab (2) RPBZ's Per Post (1) 3/8"x3" Exp. Anchor & (4) 1/4"x1.75" Screws 500 lbs 1,500 lbs Simpson or EqualA - BM-1 to C-1 (2) 5/8" Thru-Bolts Bolt, Washer, Nut 400 lbs800 lbsB - 2x Joists to C-1 H1 (6) 10dx1.5" to Joist & (4) 10d's x 2.5" to Column 300 lbs 480 lbs Simpson or EqualC - BM-1 to BM-2 LUS28-2 (6) 16d's x 3.5" to Joist & (4) 16d's x 3.5" to Beam 400 lbs 1,060 lbs Simpson or EqualD - BM-2 to C-2 (2) 5/8" Thru-Bolts Bolt, Washer, Nut 400 lbs800 lbsE - Joists to BM-2 and BM-3 HUS26 (14) 16d's x 3.5" 600 lbs 1,320 lbs Simpson or Equal3/4" = 1'-0"S1.1Deck Detail2Beam/Column ScheduleMark Beam / Column Size Reinforcement CommentBM-1 Main Beam Supporting Structure (2) 2x10 Attached to C-1 - See Detail See DetailBM-2 Outside Edge Beam (2) 2x10 Attached to Joists - See Detail See DetailBM-3 Inside Edge Beam 2x10 Attached to Joists - See Detail See DetailC-1 Main 6x6 Posts Supporting Structure 6x6 Concreted in Ground w/Rebar - See Detail See DetailC-2 4x4 Railing Support Posts 4x4 Attached to BM-2 - See Detail See DetailSTR-1 Stair Stringer 2x12 cut for treads3/4" = 1'-0"S1.1Stair Section3N.T.S.Framing LegendNo.DescriptionDate1Planning and Zoning Comments09/04/2020