6191-6207 Daerr Ridge St - Laserfiche WebLink

Browse Search

BUILDING CODE FLORIDA BUILDING CODE, RESIDENTIAL, 7TH EDITION (=) MINIMUM ROOF LOADING: TOPCHORDLIVELOAD: LESS THAN 4/12 PITCH 20 PSF 4112 PITCH OR GREATER_16 PSF TOP CHORD DEAD LOAD: METAL OR SHINGLE 7 PSF (REFER TO NOTE 1) CONCRETE OR CLAY TILE 15 PSF (REFER TO NOTE 1) 1. BUILDER SHALL VERIFY WITH ROOF COVERING MANUFACTURER'S WRITTEN SPECIFICATIONS, AND SHALL NOTIFY ENGINEER OF RECORD IF ADDITIONAL LOADING IS REQUIRED. BOTTOM CHORD LIVE LOAD: UNINHABITABLE ATTIC WITHOUT STORAGE 10 PSF UNINHABITABLE ATTIC WITH LIMITED STORAGE 20 PSF HABITABLE ATTIC, AND ATTIC SERVED WITH FIXED STAIRS/SWANG DOOR 30 PSF ATTIC LOAD CONCURRENCY AND STORAGE AREA CLASSIFICATIONS SHALL BE APPLIED AS DEFINED IN THE GOVERNING BUILDING CODE SECTIONS: FBC-R301.5 OR FBC 1607.1 BOTTOM CHORD DEAD LOAD 10 PSF MINIMUM FLOOR LOADING TOP CHORD LIVE LOAD: RESIDENTIAL FLOOR 40 PSF GAME OR GATHERING ROOMS_60 PSF STAIRS 40 PSF DECKS 40 PSF BALCONIES (LESS THAN 100 SF) ___SO PSF BALCONIES 100 PSF TOP CHORD DEAD LOAD: CARPET, VINYL, OR WOOD 10 PSF CERAMIC TILE 10 PSF (REFER TO NOTE 2) 2. TILE FLOOR LOADING ASSUMES AN INSTALLED WEIGHT OF 7 PSF OR LESS (IN ADDITION TO A 231324NCH OSS SUBSTRATE) FOR THE TILE ASSEMBLY AS DEFINED IN THE TCNA HANDBOOK FOR CERAMIC, GLASS, AND STONE TILE INSTALLATION. THE CONTRACTOR SHALL VERIFY THE TILE ASSEMBY WEIGHT AND SUPPORT REQUIREMENTS. IF THE ASSEMBLY EXCEEDS 7 PSF, OR REQUIRES FLOOR JOIST/TRUSS SPACING LESS THAN 241NCHES O.C., CONTACT ENGINEER OF RECORD FOR REVIEW PRIOR TO INSTALLATION. BOTTOM CHORD LIVE LOAD OPSF BOTTOM CHORD DEAD LOAD 5 PSF GUARDS AND HANDRAILS: CONTINUOUS LOAD 50 PLF MAXIMUM POINT LOAD 200 LISS IN -FILL COMPONENTS 50 PLF DEFLECTION CRITERIA ROOF RAFTERSRRUSSES LIVE LOAD L / 240 TOTALLOAD L1240 FLOOR JOISTS/TRUSSES LIVE LOAD L 136D (REFER TO NOTE 3) TOTALLOAD L / 240 (REFER TO NOTE 3) 3. FLOOR COVERINGS MAY REQUIRE STIFFER DEFLECTION REQUIREMENTS, REFER TO FLOOR MANUFACTURER'S WRITTEN SPECIFICATIONS, FOR TILE FLOORING, REFER TO THE TCRA RECOMMENDATIONS FOR DEFLECTION LIMITS FOR THE TILE ASSEMBLY. THE CONTRACTOR SHALL VERIFY THE FLOOR COVERING DEFLECTION REQUIREMENTS, AND CONTACT ENGINEER OF RECORD FOR REVIEW PRIOR TO INSTALLATION IF STIFFER FLOOR MEMBERS ARE REQUIRED. WALLS WIND LOADS WITH PLASTER OR STUCCO FINISH _L 1360 WIND LOADS OATH OTHER BRITTLE FINISHES L 1240 WIND LOADS WITH FLEXIBLE FINISHES 1,1100 DIFFERENTIAL OEFLECI10lL THE ENGINEER OF RECORD RECOMMENDS LIMITING DIFFERENTIAL DEFLECTIONS BETWEEN ADJACENT ROOF AND FLOOR TRUSSES OR JOISTS TO TWICE THE SPACING DIVIDED BY THE DEFLECTION LIMIT. FOR TYPICAL FLOOR AND ROOF MEMBERS SPACED AT 24-O.C_ THE ENGINEER OF RECORD RECOMMENDS LIMITING DIFFERENTIAL DEFLECTIONS TO THE FOLLOWING VALUES: ROOF RAFTERS/TRUSSES SPACED AT 24'O.C. LIVE LOAD L1240: 0.20' MAX DIFFERENTIAL DEFLECTION TOTALLOAD L/180: 0.27'MAX DIFFERENTIAL DEFLECTION FLOOR JOISTSITRUSSES SPACED AT 24' O.C. LIVE LOAD L 1360: 0.13' MAX DIFFERENTIAL DEFLECTION TOTAL LOAD L1240: 0.20'MAX DIFFERENTIAL DEFLECTION ABBRMATIOW A.B. ANCHOR BOLT A/C AIR CONDITIONER INT. INTERIOR A.F.F ABOVE FINISHED FLOOR MAX MAXIMUM A.H.U. AIR -HANDLER UNIT MCD MONTA CONSULTING & DESIGN ALT. ALTERNATE MIN. MINIMUM A.T.R. ALL THREAD ROD MONO. MONOLITHIC BCOL. BOTTOM CHORD DEAD LOAD MPS' MILLION POUNDS /SQUARE INCH BRG. BEARING NO. NUMBER CANT. CANTILEVER N.T.S. NOT TO SCALE t CENTER LINE O.C. ON CENTER C.J. CONTROL JOINT OPT. OPTIONAL CMU CONCRETE MASONRY UNIT PLF POUNDS PER LINEAR FOOT CONT. CONTINUOUS PLT. PLATE D.F. DRINKING FOUNTAIN PSF POUNDS PER SQUARE FOOT DIX DIAMETER PSI POUNDS PER SQUARE INCH EA EACH P.T. PRESSURE TREATED ELEC ELECTRICAL READ REQUIRED ELEV ELEVATION RM. ROOM E.O.R. ENGINEER OF RECORD R.O. ROUGH OPENING E.W EACH WAY SCL STRUCTURAL COMPOSITE LUMBER EXT. EXTERIOR SGD SUDING GLASS DOOR FBC FLORIDA BUILDING CODE SUM. SIMILAR F.F.E. FINISHED FLOOR ELEVATION SPF SPRUCE PINE FUR FUR. FLOOR SQ. FT. SQUARE FOOT/FEET FND, FOUNDATION SUB SUB -CONTRACTOR F.R. FIRE RATED SYP SOUTHERN YELLOW PINE FT. FOOT/FEET TCDL TOP CHORD DEAD LOAD FTG. FOOTING TCLL TOP CHORD LIVE LOAD F.V. FIELD VERIFY T.O.M. TOP OF MASONRY GALV. GALVANIZED TOW TOP OF WALL G.C. GENERAL CONTRACTOR TRANS. TRANSOM OT. GIRDER TRUSS TYP. TYPICAL GYP. GYPSUM U.N O. UNLESS NOTED OTHERWISE HDR. HEADER VERT_ VERTICAL MGT. HEIGHT W/ WITH HORIZ. HORIZONTAL W/VF WELDED WIRE FABRIC I.L.O. IN LIEU OF WIND CODE: ASCE 7-16, MODIFIED PER FLORIDA BUILDING CODE, RESIDENTIAL, 7M EDITION (2020) WIND DESKlt4 IREOUIREMENTS: RISKCATEGORY BUILDING TYPE VB WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) log mph WIND EXPOSURE C ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT 0.18 MAXIMUM MEAN ROOF HEIGHT 30 I VELOCITY PRESSURE COEFFICIENT 0.98 BASIC VELOCITY PRESSURE 41.3 P%1 4 k 4 4 O ZONE 4 a = 4 FEET FROM ALL EXTERIOR ® ZONE 5 CORNERS PER FBC-R301 2(7) ROOF SHEATHING & NAILING' COMPONENT AND CLADDING DESIGN PRESSURES WINDOWS AND DOORS EFFECTIVE WIND AREA (SQUARE FEET) ZONE4 PRESSURES (PSF) ZONES PRESSURES (PSF) 0 - 19I? +29.2 .31.7 +29.2 -39.1 20-4911' +27.9 -30A +27.9 -36.5 50-99A? +26.2 -28.7 +26.2 -33.0 1 o0 -199 ft +24.9 -27.3 +24.9 -30.4 200+1? +23.5 .26.0 +23.5 .27.8 147' x V-0" GARAGE DOOR +25.7 -29.1 7'-X x 16'4Y GARAGE DGOR +24.6 -27.5 SOFFIT PRESSURES +29.2 -39.1 PRESSURES LISTED ABOVE ARE DESIGN PRESSURES. MULTIPLY BY 1,67 TO CONVERT TO ULTIMATE WAND PRESSURES. ROOF SHEATHING AND NAILING SHEATHING ROOF SHEATHING NAIUNG: ALTERNATE ROOF SHEATHING NAILING. ROOF PITCH MINIMUM EAVE/RIDGE INTERIOR ALTERNATE EAVE/RIDGE INTERIOR 2, SPAN MINIMUM NAIL SPACING SPACING NAIL SPACING SPACING O .0 RATING THICKNESS TYPE (EDGE/FIELD) (EDGE/FIELD) TYPE (EDGE/FIELD) (EDGE !FIELD) �m m 4/12&LESS 32f16 15/32" RSRS-01 6/6 6/6 0.131"x3" 4/6 6/6 GREATER GREATER 24f16 7/16" RSRS 01 6/6 //6 0.131"x3" 4/6 6/6 RECOMMENDED 40/20 19/32' RSRS-03 or 6/6 6/6 0.131"x3" 4/fi 6/6 w wo (ALL PITCHES) RSR51M t-0 ALTERNATIVE (IF PERMITTED) 32/16 15/32" RSRS-01 6/6 6/6 0.131"x3' 4/6 6/6 'NOTE SHEATHING THICKNESS AND ATTACHMENT IS ENGINEERED ACCORDING TO THE PROVISIONS OF FBC-R SECTION R301.1 AND DOES NOT MATCH THOSE OUTLINED IN SECTION R8032. CALCULATIONS CAN BE PROVIDED UPON REQUEST 1_ ALL SHEATHING SMALL BE EXTERIOR EXPOSURE 1 APA RATED SHEATHING. FOR SHINGLE ROOFS, OSB OR PLYWOOD (MINIMUM 3PLY) CONSTRUCTION IS PERMITTED. FOR TILE & METAL ROOFS, PLYWOOD CONSTRUCTION IS REQUIRED UNLESS OTHERWISE NOTED IN MANUFACTURERS WRITTEN SPECIFICATIONS. 2. BUILDER SMALL VERIFY MINIMUM ROOF SHEATHING OATH THE SHINGLE MANUFACTURER'S WRITTEN SPECIFICATIONS. 3. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24' O.C. 4. IF ANY PORTION OF ROOF ON THE STRUCTURE HAS A PITCH LESS THAN OR EQUAL TO 4 112, THE BUILDER SHALL USE THE SHEATHING REQUIRED FOR THE 4112 PITCH FOR THE ENTIRE STRUCTURE. 5, THE'EAVE/RIDGE'ZONE IS MEASURED 4 FEET FROM THE PERIMETER OF THE EDGE OF THE ROOF, AND 4 FEET EACH SIDE OF RIDGES AND HIPS_ 6. EDGE = NAIL SPACING ALONG PANEL EDGES. 7, FIELD= NAIL SPACING ALONG INTERMEDIATE SUPPORTS IN THE PANEL FIELD. 8, RSRS-01, RSRS-03, RSRS-04 ARE RING SHANK NAILS MEETING THE SPECIFICATIONS IN ASTM F1667. 9. 0.131' X T SMOOTH SHANK NAILS MAY BE USED IF NOTED IN THE ROOF SHEATHING AND NAILING TABLE. 'N.P.' INDICATES THAT ALTERNATIVE NAILS ARE NOT PERMITTED. TLE ROOFS: 1. BUILDER SHALL UTILIZE THE RECOMMENDED ROOF SHEATHING SPECIFICATIONS. BUILDER MAY USE THE ALTERNATIVE ROOF SHEATHING ONLY WH N PERMITTED BY THE MANUFACTURERS WRITTEN SPECIFICATIONS. 'N.P' INDICATES ALTERNATIVE SHEATHING IS NOT PERMITTED FOR THIS PROJECT. 1. MINIMUM EXTERIOR EXPOSURE 1 APA RATED SHEATHING, WITH A MINIMUM SPAN RATING OF 24116, AND A MINIMUM THICKNESS OF 7/16" OSB OR PLYWOOD (MINIMUM 3 PLY) CONSTRUCTION IS PERMITTED. 2. PANELS MAYBE LAID PERPENDICULAR OR PARALLEL TO SUPPORTS. 3. NAIL WITH (1)-ROW0131'x2-lrr NAILS AT TO C. AT EDGES, AND 6' O.C. IN THE FIELD. INSTALL MIN. 2x4 SYPI2 BLOCKING AT ALL SHEATHING JOINTS. EXTERIOR WALLS: REFER TO DETAIL WF10 FOR MORE INFORMATION. FASTENERS: REFER TO SHINGLE ROOF TABLE FOR NAIL SIZES TO BE USED TO FASTEN ROOF SHEATHING TO ROOF FRAMING. ALL OTHER SHEATHING APPLICATIONS SHALL BE 0.131' x 2-12" OR RSRS-03 NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENTTO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVE TREADED WOOD SHALL BE HOT -DIPPED ZINCCOATED GALVANIZED STEEL. THE COATING WEIGHTS SMALL BE IN ACCORDANCE WITH ASTM A153. APA RATED SHEATHING NOTE: SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS OR LOCATIONS OF A PITCH CHANGE. BLOCKING TO BE 2,4 SYP 02, NAILED AT EACH END WITH (3H 0.131' x 3" TOE -NAILS. INTERIOR ZONE EAVE/RIDGEZONE a =4 FEET FROM ALL EAVES AND RIDGES PER FBGat301.2(/) I- I- Q'/ T . c �r STANDARD NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ HEAD DIAMETER LENGTH 8d 0.131"x2} .291' 10d 0.148' x 3' .312' .131"x3"GUN NAIL 0A31'x 3' .251' 12d&1W SINKER 0.148'x 3}' .312' red 0.162" x 3t 344' (RSRS-01)RINGSHANK oll-x2f- (RSRS-03) RING SHANK 0.131'x2}' .281' (RSR54M) RING SHANK 0.120' x 3' .261' NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THAN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2, CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS RED, IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER ITS BEING ATTACHED TO. 3. PER CONNECTOR SPECIFICATIONS ALL NAILS TO BE SPECIFIED PER CONNECTOR MANUFACTURER 4. ALL NAILS TO MEET ASTM F1667. INDEX OF DRAWINGS I SHEET I SHEET TITLE I S1 STRUCTURALCOVER S1.1 STRUCTURAL NOTES S2 FOUNDATION PLAN S2.1 FOUNDATION PLAN S3 FOUNDATION DETAILS S4 NOT USED S5 FIRST FLOOR FRAMING PLAN S6 I MODEL SPECIFIC DETAILS I SD5 I TWO STORY DETAILS I= PW1 U373 WALL ASSEMBLY PW2 U336 WALL ASSEMBLY PW3 NOT USED PW4 U347 WALL ASSEMBLY PW5 V344 WALL ASSEMBLY SDWC I SDWC DETAILS SDWF SDWF DETAILS WP1 WALL PANEL FRAMING DETAILS ST1 GENERAL STAIR DETAILS MASTER UPDATES I NUMBER I DATE I DESCRIPTION I INTIALS I,' 1 1 1 2/24/2023 1 CREATED 5-UNIT BUILDING TYPE 'A' PER TYTH-BLDG 2 (BFS) IDP 1'. W H I - pp W L d E OU J c�< Jn f$ 0 it = - Zzm' U v g ZO VJ i S STRUCT: DP 4 aCHEac: CC 0 w JOB No. STAR-15%1 t SCALE: AS INDICATED w DATE: m112J S1 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.