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HomeMy WebLinkAboutPlot Plan■ �v u same a777 va—Tas'te i. ______ , BM-2 II 1 11 1 11 1 n I I II Y 1 gt.1-2 11 i n I II�M-2 i I 11 i i it I i I r II - b 1. 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ALL HOLLOW LOAD BEARING CONCRETE BLOCK SHALL CONFORM TO ASTM C90, GRADE N, TYPE IC AFF ABOVE FINISHED FLOOR MAX MAXIMUM B. COMPRESSIVE STRENGTH OF ALL CONCRETE MASONRY UNITS (CMU) SHALL BE 2000 PSI MINIMUM BASED ON THE NET CROSS - `o ADJ ADJACENT MECH MECHANICAL SECTIONAL AREA. p o ARCH ARCHITECTURAL MIN MINIMUM C. MORTAR SHALL BE TYPE S AND. SHALL CONFORI A TO ASTM C270. .R BLDG BUILDING NTS NOT TO SCALE D. GROUTING SHALL 8E AS SPECIFIED IN NOTES. PRECAST OR POURED IN PLACE CAP, PITCHED v w, BM BEAM O.C. ON CENTER 2. EXECUTION TO DRAIN o. BOT BOTTOM OPT OPTIONAL A. ALL CONCRETE MASONRY UNITS SHALL BE LAID IN FULL SETTING BED AND IN RUNNING BOND UNLESS NOTED ON DRAWINGS. BRG BEARING OSB ORIENTED STRAND BOARD B. ALL EXTERIOR MASONRY WALLS SHALL HAVE 9 GAUGE "LADDER TYPE" HORIZONTAL REINFORCEMENT LOCATED EVERY. 16" ON - u O 0 CONTROL JOINT PLY PLYWOOD CENTER VERTICAL. CORNERS SHALL USE PRE-FAB "L" AND "T" SECTIONS. : 0 CL CENTERLINE PSI POUNDS PER SQUARE INCH C. OVER ALL MASONRY OPENINGS AND WALLS, P OVIDE PRE -CAST LINTELS, CAST -IN -PLACE CONCRETE TIE -BEAMS, BOND 2 COURSE CONCRETE BOND BEAM W/ (1) #5 - CMU CONCRETE MASONRY UNIT PSF POUNDS PER SQUARE FOOT BEAMS, OR OTHER HEADERS AS INDICATED ON DRAWINGS HORIZ. BAR CONT. IN EACH OURSE COURSE ° u COL COLUMN PT PRESSURE TREATED a. LINTELS AND BOND BEAMS SHALL BE REINFORCED AND FULLY GROUTED SOLID UNLESS OTHERWISE INDICATED ON _ a� CONC CONCRETE REINF REINFORCEMENT DRAWINGS. COND CONDITION REQD REQUIRED b. TIE -BEAMS SHALL BE REINFORCED AND POURED SOLID WITH CONCRETE U rn CONT CONTINUOUS RO ROUGH OPENING C. VERTICAL REINFORCING ATOPENINGS SHALL BE AS INDICATED ON DRAWINGS. CONST CONSTRUCTION RTU ROOF TOP UNIT D. VERTICAL FILLED CELLS SHALL MEET THE FOLLOWING ' o CLG CEILING SCH SCHEDULE a. HAVE A MINIMUM OF ONE #5 REBAR; LAPPED FOR FULL LENGTH OF FILLED CELL N beL DOUBLE SHTHG SHEATHING b. VERTICAL REINFORCING SHALL BE LAPPED. TO FOUNDATION DOWEL EMBEDDED IN FOOTING. 8"x8"x16 MASONRY IN RUNNING BOND, W/ _ DIA DIAMETER SIM SIMILAR C. TERMINATE VERTICAL REINFORCING AT THE TOP WITH A STANDARD ACI HOOK, LAPPED TO HORIZONTAL DR DOOR SMS SHEET METAL SCREWS REINFORCING IN BOND BEAM, TIE -BEAM, OR LINTEL. FILLED CELLS AT 16" O.C. MAX. AND THREE AT DWG DRAWING SP SOUTHERN YELLOW PINE d. REFER TO CONCRETE NOTES FOR GROUT AND REINFORCEMENT REQUIREMENTS EACH CORNER, FOLLOW NOTES FOR HORIZ. ,' ® a EA EACH SPF SPRUCE PINE FIR E. PROVIDE TEMPORARY BRACING FOR ALL CMU WALLS AND STEM WALLS DURING CONSTRUCTION. REINF. n EJ EXPANSION JOINT STL STEEL F. PROVIDE MASONRY CONTROL AS REQUIRED BY ACI530. - 3/4" THREE COAT STUCCO WITH SELF -FURRING ELECT ELECTRICAL STR. STRUCTURAL G. IF DOWELS ARE MISPLACED OR MISSING, THE FOLLOWING REMEDIALACTION SHALL BE TAKEN AS: APPROPRIATE: WOVEN WIRE MESH INSTALLED RIGHT -SIDE UP Z `o FOR ENGINEER OF RECORD SGD SLIDING GLASS DOOR a. IF THE WALL HAS NOT BEEN BUILT; DRILL A a/e' DIAMETER HOLE 6" DEEP AT THE CORRECT LOCATION, INSTALL A 36" EQUIP EQUIPMENT SQ SQUARE LONG #5 REBAR WITH SIMPSON TIE "SET EPDXY". FOLLOW THE MANUFACTURERS REQUIREMENT REQUIRING "4- FF FINISH FLOOR T&G TONGUE AND GROOVE CLEANING THE HOLE AND MIXING THE EPDXY. w Z i FT FOOT / FEET TOB TOP OF BEARING b. IF THE WALL HAS BEEN BUILT: PRIOR TO LINTEL POUR OPEN THE WALL AT THE CORRECT LOCATION, APPROXIMATELY m GA GAUGE lYP TYPICAL 16 HIGH AND 14" WIDE AT THE FLOOR, DRILL AND EPDXY THE REBAR AS DESCRIBED ABOVE, LAP VERTICAL STEEL TO GC GENERAL CONTRACTOR UNO - UNLESS OTHERWISE NOTED THE TIE OR BOND BEAM. FORM WAULAND POUR SOLID. WITH GROUT, CONSOLIDATING AS NECESSARY. N o GYP GYPSUM VERT VERTICAL H. CURE MASONRY SURFACES FOR 3 DAYS. 1/2" CEMENTITIOUS FINISH W/ EXT. ACRYLIC HGT HEIGHT W/ WITH COATING O a HORIZ HORIZONTAL WIC WALK IN CLOSET STUCCO FINISHES: _ ,,'- m E HOSE BIB. WD WOOD 1. GENERAL #5 DOWELS W/ 6" EMBED u IN INS INSULATION WWF WELDED WIRE FABRIC A. STUCCO SHALL MEET ASTM C926 AND ASTM C1063. e° KSI KIPS PER SQUARE INCH W/O WITHOUT B. STUCCO LATH SHALL 8E s /a' RIB GALVANIZED AND 3.5 LB/YD'. MAS MASONRY WOW WINDOW C. CEMENTITIOUS FINISH SHALL BE AS NOTED BELOW: - m THICK (FINISH) OVER MASONRY AS A TWO COAT SYSTEM : ? u CLEAN -OUT AT EACH FILLED CELL FOR < co LU b. s/s" THICK(FINISH) OVER CEILING SHEATHING AS A TWO COATSYSTEM ii INSPECTION, EITHER SIDE OF WALL p t%i Z w c 7/ " THICK (FINISH) OVER WALL SHEATHING AS A THREE COAT SYSTEM Sheet List Page No Sheet Name Sheet Number 1 General Notes and Details S-1 2 Floor Plan and Elevations P-1 ' 3 Foundation Plan P-2 D. TEXTURE STUCCO PER OWNER. SLOPE GRADE AWAY FROM FOUNDATION, ^� c 2. MATERIALS COMPACT 24" OUTSIDE Of BLDG MIN. EXIST. 4" CONC. SLAB U.1 LAU A. STUCCO ACCESSORIES (WEEP SCREED, EXPANSION JOINTS, CORNERS AND TRIM) SHALL BE PVC UNLESS NOTED OTHERWISE. 3. EXECUTION ° ° A. PRIOR TO INSTALLATION, ALL FRAMING MEMBERS SHALL BE STRAIGHT AND TRUE WITHIN i/e'. '�. - COL 3:7 2-7 7 B. ADD CONTROL JOINTS WITH BLOCKING WHERE WALL OR CEILING EXCEEDS FIFTY LINEAL FEET. - "• _ ° ! n C. INSTALL CEILING BOARDS PERPENDICULAR TOT 1E FRAMING MEMBERS WITH 1/a' GAP AT ALL EDGES _ a' - D. FASTENERS SHALL BE LOCATED NOT LESS THAN A" FROM THE EDGE OR END AND SHALL BE DRIVEN SO THE HEADS ARE 'f ° 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" ONCE 4TER MAXIMUM. STUCCO LATH SHALL BE ATTACHED TO THE FRAMING , - ( Z !Q c I_ m 0 E MEMBERS AT 6" ON CENTER MAXIMUM. SCR S USED TO ATTACH METAL PLASTER BASE TO HORIZONTAL AND VERTICAL °) EXIST. VAPOR BARRIER OVER — 1 ,Q TERMITE -TREATED . WOOD FRAMING MEMBERS SHALL PENETRATE LESS THAN 5/e" INTO THE MEMBER WHEN THE LATH IS INSTALLED AND 1 I L_ ° ; a;. I. I ' WELL- o v SHALL ENGAGE NOT LESS THAN THREE STRANDS'. OF. LATH. WHEN INSTALLING RIB LATH THE SCREW SHALL PASS THROUGH _ COMPACTED FILL W — to Z Z -I — BUT NOT DEFORM, THE RIB. Z Lr) > en00 v, F. CONTROL (EXPANSION AND CONTRACTION) JOINTS SHALL BE INSTALLED TO DELINEATE AREAS NOT MORE THAN 100 SQUARE I I L —I I I— GENERAL NOTES: FEET FOR ALL HORIZONTAL APPLICATIONS. THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FEET IN EITHER — N CO = a C7 o DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE THE CEILING M m W to Z 1. DESIGN CODE FRAMING OR FURRING CHANGES DIRECTION, A CONTROL JOINT SHALL BE INSTALLED WHERE AN EXPANSION JOINT OCCURS IN - : .EXIST. CONC. FOOTER W Q m ^ a w A. TO THE BEST OF THE DESIGN PROFESSIONALS KNOWLEDGE, THESE DOCUMENTS HAVE BEEN PREPARED WITH AND ARE IN THE BASE EXTERIOR WALL. U Z O _ y COMPLIANCE WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS G. INSTALL A DRIP EDGE AT BOTTOM OF BEAMS OR VERTICAL OFFSETS AS REQUIRED, o ; N -. c DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS 553 AND 633 OF THE FLORIDA STATUTES. THESE H. ALLOW STUCCO TO FULLY CURE PRIOR TO PRIMING AND PAINTING, OR APPLY HOT STUCCO PRIMER ACCORDING TO MasonryWall Section _ Z @J iu _. DOCUMENTS MEET OR EXCEED THE REQUIREMENTS OF: ,•,,, , _-. MANUFACTURERS SPECIFICATIONS. - a. 2017 FLORIDA BUILDING CODE, SIXTH. EDITION, RESIDENTIAL, FBC-R. " y ' 3/4" - 1'-0" • u�i Z ° -2. DESIGN CRITERIA - a A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AMERtCAN 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 4 : , �, „ 0 9 #3 PERIMETER AT 10 O.C. 2 - 6" #3 PERIMETER HOOPS AT � 402' — HOOPS PER SCHEDULE 10" D.C. PER SCHEDULE C. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 318. LAP SPL ICE MIN. c LAPSPLICE MI . 3. DESIGN LOADS BOND BEAM CHANGES TO A. DESIGN PRESSURE: 54PSF __" _ - -- C1 REIN. CONC. AT BEAMS ° ° "e A 4. STRUCTUREABUII LI DING OCCUPANCY CATEGORY: 11 B. CONSTRUCTION TYPE: V-B C. OCCUPANCY CLASSIFICATION:. R-3 D. WIND SPEED a ULTIMATE LRFD 160 MPH '•' U°Z ~ _ b. ALLOWABLE(ASD = 124MPH0'r ( )= Digitally signed E. WIND EXPOSURE CATEGORY: C Terence Schlltt _ h F. ENCLOSURE CLASSIFICATION: OPEN ^ ° Terence ; pU o ^ F �° \Z; G. INTERNAL PRESSURE COEFFICIENT: +/-0.00Z v:0 c� ��. N H. INTERNAL (CO 1.35 • a Date: 2020.07.0,;�°� . oeoa � ; �� •c I. FORCE WIND-BORNE DEBRIST(Cf ):AREA: YES . S c h l' �� 14:17:16-04'00' J. REFER TO DRAWINGS FOR STRUCTURE HEIGHTAND AREA K. STRUCTURAL LOADS AND DESIGN PRESSURES LISTED IN THESE PLANS ARE ALLOWABLE (ASD) UNLESS NOTED OTHERWISE. 3000 PSI GROUT, FULLY 00 y ait g een digitally This item has bI.W h 5. PROJECT REQUIREMENTS: CONSOLIDATED 'o A. THESE PLANS SHALL REMAIN ON THE PROJECT AT ALL TIMES. 1 ° B. THE CONTRACTOR AND SUB -CONTRACTORS SHALL STRICTLY ADHERE TO ALL APPLICABLE CODES DURING THE COURSE OF signed and sealed by Terence W 01 CONSTRUCTION, INCLUDING ALL STATE, CITY AND COUNTY BUILDING, ZONING, ELECTRICAL, MECHANICAL, PLUMBING AND 8"x8"x16 MASONRY IN RUNNING J Schlitt on the date adjacent to v M E the seal Printed copies of this U ° FIRE CODES, AS WELL AS ANY APPLICABLE HOMEOWNER ASSOCIATION REQUIREMENTS. BOND document are not considered C. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL NOTIFY THE DESIGN PROFESSIONAL OF RECORD OF signed and sealed and the Z Z Z '^ ANY DISCREPANCIES OR CONFLICT WITH APPLICABLE CODES PRIOR TO CONSTRUCTION. II C) ' #5 VERT. BAR D&E W/ 6 EMBED. KNOCK VARIES signature must be verified on � �,-, FOR SAFETY PROCEDURES THE MEANS AND METHODS OF U ° D. THE ARCHITECT ENGINEER SHALL NOT BE RESPONSIBLE 0 FE W CONSTRUCTION, TECHNOLOGIES OR THE FAILURE OF THE CONTRACTOR TO COMPLETE THE WORK IN ACCORDANCE WITH OUT FACE FOR ACCESS any electronic U o DRAWINGS, SPECIFICATIONS OR THE RELATED CODES ® F— W W u E. THE CONTRACTOR SHALL FULLY REVIEW ALL ITEMS CONTAINED IN THE DRAWINGS AND SHALL COORDINATE ALL DIMENSIONS, EXIST. CONC. FOOTER U W o LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, EMBEDS, SLEEVES, ETC.Ul 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. a ° - °' - a ° ' o °. ° °. 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. - W o CONTRACTOR SHALL MAKE MINOR MODIFICATIONS TO ACCOMMODATE MINOR SIMILAR VARIATIONS. - _J W H. THE CONTRACTOR SHALL MAKE NO STRUCTURAL. CHANGES OR MODIFICATIONS WITHOUT EXPRESSED WRITTEN APPROVAL OF - m THE ENGINEER OF RECORD IN ADVANCE. Z 2 LL '., 2 CMU`Arch To Window Detail _J r i3 CONCRETE: ° P `1. GROUT A. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 HAVING A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. MIXTURE GROUT PLASTICIZER TO W B. CONTRACTOR SHALL ADD S 0 M LL y C. FILL CMU CELLS SOLID WITH GROUT AT ALL UNITS RECEIVING REINFORCEMENT AND AS NOTED ON DRAWINGS AND SECTIONS. �( Z D. .FILL SOLID FIRST COURSE BELOW CHANGE IN WALL THICKNESS AND AT TOP OF ALL CMU WALLS. W O1 a 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. S u 2. REINFORCING TOP REINF. PER ,J W rn A. REINFORCING SHALL HAVE GRADE IDENTIFICATION MARKS AND SHALL CONFORM TO ASTM A615, GRADE 60. SCHEDULE - L O '. i n J v B. REINFORCING SHALL BE FREE OF RUST, SCALE OR OTHER BOND REDUCING COATINGS. �1•� 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 REVIEWED FOR Q tbi PERIMETER OHEDULE CODE COMPLIANCE LL ST. LUCIE COUNTY Q ko W w� MIDDLE / INTERM. REINF. U uJ BOCC w LL PER SCHEDULE .N 0 LL 1500 PSI 2000 PSI 3000 PSI 4000 -5000 PSI O W o #4 24" 21d. 27" 15"�'p.✓�/.. #5 30" 26" 21" 19" General Notes and, #6 36 31" 26" 22" BOTTOM REINF. PER Details BM-1 BEAM -SEE SCHEDULE #7 42" 46" 37" 32" SCHEDULE 2-0 #8 48" 53" 43" 37" 2 E. ACCURATELY PLACE AND SUPPORT REINFORCING WITH CHAIRS, BAR SUPPORTS, SPACERS, OR HANGERS AS RECOMMENDED Beam Legend F .. 1 m BY ACI DETAILING MANUAL: _ Concrete Beam Detail FILE S m N.T.S. ( a , /'1 F. PLACE (1) ONE ACI STANDARD LAP SPLICE BAR, OF THE SAME SIZE AS FOUNDATION REINFORCING; LOCATED AT THE OUTSIDE - �OPy c BAR OF FOUNDATION CORNERS. - ,, _ ),-0I, N Beam Schedule Mark Beam :' Beam Size (WxD) Reinforcement Comment BM-1 Concre Beam 8"z16" #5 Rebar at Top and Bottom & #3 Perimeter Hoops at SO" O.C. BM-2 Concrete Beam 8"X16" #5 Rebar at Top and Bottom & #3 Perimeter Hoops at 10" O.C.