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Home My WebLink About50 Park Ave plan 540'-1" 20'-44„ BEAM POCKET (IF REQUIRED) I� I �2 \6 BEAM POCKET (IF REQUIRED) o a CRAWL SPACE00 i i� HSS 3 1/2"x 3 1/2" 3'-0" i x 3/8" COLUMN t I I E I-- 3' 6" --I I BEAM POCKET--// -i (IF REQUIRED) 12'-24" 15-94,, � � f I � MIN. 18"X24" o , 1 ACCESS/VENT OPENIN HSS 3 1/2% 3 1/2" i x 3/8" COLUMN i ENCLOSURE ENCLOSURE N0.2 I NO.1 1n 19 -1 14" 15'-94" N 0 t (o 03 1/2" CONCRETE FILLED CRAWL SPACE 02 , 6 (` STEEL LALLY COLUMN (TYP.) USE SIMPSON COLUMN CAPS CRAWL SPACE AND COLUMN BASES ,l FOR CONNECTIONS N 7'-82" 12'-24" 15'-94" Lo , BEAM POCKET -(IF REQUIRED) 11 110 /.- 02'-6" MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS MINIMUM VERTICAL REINFORCEMENT - BAR SIZE IN SPACING (INCHES) MAXIMUM UNSUPPORTED WALL HEIGHT MAXIMUM UNBALANCED BACKFILL SOIL CLASSES AND DESIGN LATERAL SOIL (PSF PER FOOT OF DEPTH) GW, GP, SW, SP 30 GM, GC, SM, SM-SC, ML 45 SC, ML-CL, INORGANIC CL 60 FT FT 4 NR NR NR 5 NR NR NR 6 NR NR NR 8 7 NR NR NR 8 6@48 6@35 6@28 4 NR NR NR 5 NR NR NR 6 NR NR NR 9 7 NR NR NR 8 NR NR 6@31 9 6@37 6@28 6@24 4 NR NR NR 5 NR NR NR 6 NR NR NR 10 7 NR NR 6@28 8 NR 6@28 6@24 9 6@33 6028 6@21 10 6@28 6@23 6@17 MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE BASEMENT WALLS MAXIMUM UNSUPPORTED WA__L HEIGHT LOCATION OF HORIZONTAL REINFORCEMENT FT <8 - ONE #4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY AND ONE #4 BAR NEAR MID -HEIGHT OF THE WALL STORY >8 ONE #4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY AND ONE #4 BAR NEAR THIRD POINTS OF THE WALL STORY 4" 35'-9" 40'-1" 4" 110 FO UNDA TIO N PLAN FIN. FL. 2x6 CONT. lb 9' -24" o1'-0" MIN. 1 11 X24", ACCES /VENT OPENING r� SIMPSON COLUMN BASE (TYPICAL) FINISHED GRADE 012" SONOTUBE FOUNDATION WITH 30" BELL MIN 3,500 psi CONCRETE BEAMS (SEE FRAMING PLAN) -SIMPSON COLUMN CAP TYPE CC (TYPICAL) -6"x6" PRESSURE TREATED COLUMN 00 12" z N 30" UNLESS OTHERWISE NOTED TYPICAL DECK FO UNDA TIO N DETAIL SCALE: NTS 24" MIN. i 12" ! ° D 7, Z D N N D ° #4 @ 12" O.C. NEW CONCRETE WALL CORNER REINFORCEMENT TYPICAL DETAIL SCALE: NTS ANCHOR BOLTS TYPICAL SILL DETAIL SCALE: NTS FLOOR JOISTS LI Z FLOOR JOISTS R-20 FIBER BUTT INSULATION 2x6 P.T. CONT. (SEE FRAMING PLANS;' WITH 4 MIL POLY 00 MIN 1 /2" 0 ANC. VAPOR BARRIER BOLTS @ 32 JOIST HANGERS �'-----AM (SEE FRAMING PL.!;NS) FIN. GRADE PRESSURE TREATED SILL - - - 3 1 /2"0 COL. - PROVIDE 01/2"x12" LONG ANCHOR J-BOLTS _\/:J��-#4 @18" (MODIFY PER NOTE AND TABLE) -- "------ @ MAX 6 FT O.C. -� #4 @18" (MODIFY PER NOTE AND TABLE) °'--- z III DAMP PROOFING11, 5/8„0 x 10' LON o _,-� ANCHOR BOLTS „I w �� GRADE \ �'zo 1 /2" BASE PLATE ? o 0 d- u I L1oz0 = z_ REINF. 6x6-10/10 WELDED z 0 � WIRE FABRIC. i [ - �E - _-ONSITRUCTION � 0 #4 @48" DOWELS ` 0 R-10 RIGID INSULATION - m OPTIONAL x A x ° Xe .4 XI_x �- - X 4 .aX X X ' xK X: A ° v00011 ib Ml COMPACTED GRANULAR FILL `- 6 MIL P 0 LY FOUNDATION NOTES: A. GENERAL: (UNLESS OTHERWISE NOTED) 1.) ALL WORK SHALL CONFORM WITH THE MASS. STATE BUILDING CODE, TOWN OF WEST YARMOUTH ZONING BY LAWS, AND ALL APPLICABLE OSHA STANDARDS. 2.) ANY WOOD FRAMING MEMBERS IN DIRECT CONTACT WITH CONCRETE SURFACES SHALL BE COATED WITH PRESERVATIVE. 3.) ALL FOUNDATION WALLS SHALL BE BRACED DURING THE OPERATIONS OF BACKFILLING AND COMPACTION. BRACING SHALL BE LEFT IN POSITION UNTIL PERMANENT RESTRAINTS HAVE BEEN INSTALLED. 4.) CONCRETE WALLS TO BE DAMPPROOFED BELOW GRADE, EXTERIOR SIDE. LOCAL BUILDING DEPARTMENT SHALL INSPECT EXCAVATION PRIOR TO CONSTRUCTION OF FOOTING AND WALLS, AND AT OTHER INTERVALS IN ACCORDANCE WITH LOCAL STANDARD PRACTICES. 5.) IF THE CONTRACTOR MAKES ANY CHANGES OR DEVIATES FROM THE CONTRACT DOCUMENTS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TOTAL DESIGN. 6.) SLAB POURED ON GROUND SHALL REST AGAINST 6" COMPACTED SAND ON 1 LAYER OF POLYETHYLENE SHEETING (6 MILS). B. FOUNDATION REQUIREMENTS: 1.) THE BOTTOM OF FOOTINGS SHALL BEAR ON UNDISTURBED INORGANIC GRANULAR SOIL OR COMPACTED STRUCTURAL FILL WITH A SAFE ALLOWABLE BEARING PRESSURE OF MINIMUM 2 TONS/SQ FT. 2.) IF ORGANICS ARE ENCOUNTERED IN THE EXCAVATION, WORK SHALL BE SUSPENDED AND THE ENGINEER CONTACTED PRIOR TO COMMENCING WORK. 3.) CONCRETE SHALL BE PLACED "IN THE DRY" ONLY, AND NO CONCRETE SHALL BE PLACED ON FROZEN GROUND. 4.) SPECIAL CARE SHALL BE TAKEN IN BACKFILLING WALLS AND UTILITY TRENCHES. BACKFILL MATERIAL SHALL BE COMPACTED IN 12" LAYERS MAXIMUM WITH POWER TAMPERS OR BY OTHER APPROVED EQUIPMENT. 5.) WALLS RETAINING EARTH SHALL BE BACKFILLED EQUALLY EACH SIDE UNLESS ADEQUATELY BRACED. C. CONCRETE: (UNLESS OTHERWISE NOTED) 1.) CONCRETE WORK SHALL CONFORM TO THE LATEST AMERICAN CONCRETE INSTITUTE BUILDING CODE, STANDARDS, RECOMMENDED PRACTICES AND SPECIFICATIONS AS REVISED TO DATE. 2.) CONCRETE SHALL BE MIXED IN THE SPECIFIED PROPORTIONS TO GIVE MINIMUM COMPRESSIVE STRENGTH AT THE END OF 28 DAYS OF 3500 PSI. 3.) CONSTRUCTION JOINTS IN STRUCTURAL CONCRETE SHALL BE LOCATED IN THE MIDDLE THIRD OF THE SPAN OR OTHER APPROVED LOCATION OF MINIMUM SHEAR. D. REINFORCING STEEL: (UNLESS OTHERWISE NOTED) 1.) BARS SHALL BE HIGH BOND DEFORMED BARS MEETING ASTM A-615, GRADE 60. 2.) WHERE OPENINGS OCCUR IN WALLS OR SLABS, PROVIDE 2 - #4 EACH FACE EACH SIDE OF OPENINGS AND EXTEND 2'6" BEYOND OPENING. 3.) SLABS ON GRADE SHALL BE REINFORCED WITH 6x6-W10xW10 WELDED WIRE FABRIC. LAP CROSS WIRES ONE SPACE PLUS 2" ALL SIDES. E. MISCELLANEOUS: (UNLESS OTHERWISE NOTED) 1.) VERIFY IN FIELD ALL LOCATIONS AND CONDITIONS IN THE STRUCTURE SHOWN ON THE DRAWINGS AND/OR AFFECTING THE INSTALLATION OF NEW WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE FABRICATION OF DEPENDENT WORK. 2.) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ADEQUATE SHORING AND BRACING TO SAFELY SUPPORT THE BUILDING DURING CONSTRUCTION. ANY APPROVAL BY THE ENGINEER WILL NOT RELIEVE THE CONTRACTOR OF FULL RESPONSIBILITY, FOR SHORING AND/OR BRACING. 3.) DURING THE CONSTRUCTION PHASE OF THE PROJECT THE CONTRACTOR SHALL REVIEW DESIGN LOADS TO LIMIT AND CONTROL CONSTRUCTION LOADING, INCLUDING BUT NOT LIMITED TO MATERIAL STOCK PILING AND CONSTRUCTION EQUIPMENT. R322.2_2 ENCLOSED AREA BELOW DESIGN FLOOD ELEVATION. ENCLOSED AREAS, INCLUDING CRAWL SPACES, THAT ARE BELOW THE DESIGN FLOOD ELEVATION AND BASEMENTS SHALL: 1. BE USED SOLELY FOR PARKING OF VEHICLES, BUILDING ACCESS OR STORAGE. 2- BE PROVIDED WITH FLOOD OPENINGS THAT MEET THE FOLLOWING CRITERIA AND ARE INSTALLED IN ACCORDANCE WITH SECTION R322.2.2.1: 9TH EDITION RESIDENTIAL VOLUME WITH MA AMENDMENTS - FLOOD STANDARDS ONLY 2.1. THE TOTAL NET AREA OF OPENINGS SHALL BE NOT LESS THAN ONE IN2 (645 MM2 ) FOR EACH FT2 (0.093 M2 ) OF ENCLOSED AREA WHERE THE ENCLOSED AREA IS MEASURED ON THE EXTERIOR OF THE ENCLOSURE WALLS, OR THE OPENINGS SHALL BE DESIGNED AS ENGINEERED OPENINGS AND THE CONSTRUCTION DOCUMENTS SHALL INCLUDE A STATEMENT BY A REGISTERED DESIGN PROFESSIONAL THAT THE DESIGN OF THE OPENINGS WILL PROVIDE FOR EQUALIZATION OF HYDROSTATIC FLOOD FORCES ON EXTERIOR WALLS BY ALLOWING FOR THE AUTOMATIC ENTRY AND EXIT OF FLOODWATERS AS SPECIFIED IN SECTION 2.6.2.2 OF ASCE 24. 2.2. OPENINGS SHALL BE NOT LESS THAN THREE INCHES (76 MM) IN ANY DIRECTION IN THE PLANE OF THE WALL. R322.2.2.1 INSTALLATION OF OPENINGS. THE WALLS OF ENCLOSED AREAS SHALL HAVE OPENINGS INSTALLED SUCH THAT: 1. THERE SHALL BE NOT LESS THAN TWO OPENINGS ON DIFFERENT SIDES OF EACH ENCLOSED AREA; IF A BUILDING HAS MORE THAN ONE ENCLOSED AREA BELOW THE DESIGN FLOOD ELEVATION, EACH AREA SHALL HAVE OPENINGS ON EXTERIOR WALLS. 2. THE BOTTOM OF EACH OPENING SHALL BE NOT MORE THAN ONE FOOT (305 MM) ABOVE THE HIGHER OF THE FINAL INTERIOR GRADE OR FLOOR AND THE FINISHED EXISTING EXTERIOR GRADE IMMEDIATELY UNDER EACH OPENING. 3. OPENINGS SHALL BE PERMITTED TO BE INSTALLED IN DOORS AND WINDOWS; DOORS AND WINDOWS WITHOUT INSTALLED OPENINGS DO NOT MEET THE REQUIREMENTS OF THIS SECTION. FINISHED FLOOR VAPOR BARRIER LIZs w zzO0 ;7b" �= <0 �T AREA OF FLOOD ZONE OPENINGS IN THE FOUNDATION WALLS CALCULATION: AREA TOTAL AREA OF NUMBER OF NUMBER OF ENCLOSURE (S.F.) FLOOD OPENINGS FLOOD OPENINGS FLOOD OPENINGS (S.IN.) (12 INx12 IN) (12 INx12 IN) RQUIERED PROVIDED NO.1 1093.1 1093.1 7.59 8 N0.2 191.7 191.7 1.33 4 R-30 FOAM INSULATION i 2" RAT SLAB WITH VAPOR BARRIER - #4 REINFORCEMENT BARS, GRADE 60 @ 36" O.C. BOTH DIRECTIONS 3 - #4 REINFORCEMENT BARS 2" MIN CLEAR COVER TYPICAL CRAWL SPACE FOUNDATION 3-#4 CONT. VAPOR BARRIER ° 2 -0'"x2 -0" ^ -#4 EW. #4 @12" 2 COMPACTED UNLESS SCALE: NTS r (RANII II AR FII I OTHERWISE FOOTING �, NOTED _4 TYPICAL FOUNDATION DETAIL TYPICAL COLUMN FO UNDA TI('),NT DETAIL SCALE. NTS NOTE: SCALE: NM REFER TO IRC 2015; TABLES R404.1.2(4), AND R404.1.2(9) FOR VERTICAL REINFC__- '':_%'- M'EQUIREIMENT;, AND TABLES R404.1.2(1) FOR HORIZONTAL REINFORCEMENT REQU1== NOTE: REFER TO IRC 2015; TABLES R404.1.2(4), AND R404.1.2(9) FOR VERTICAL REINFORCEMENT REQUIREMENT; AND TABLES R404.1.2(1) FOR HORIZONTAL REINFORCEMENT REQUIREMENTS)