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HomeMy WebLinkAboutFOUNDATION PLAN818'xl6' CMU (ELEVATION) ABSPAD -08- CONCAETEPAD 8'46'A'(DEEP) CAP BLOCK - 8W,cmi.O \ ABS PAID -0R- (PERSPECTIVE) CONCRETEPAD (ELEVATION) \ ABSPAD -OR- (PERSPECTIVE) CONCRETE PAD 16" m� a F e I � L__J (PLAN VIEW) SINGLE ABS PAD-0R-CONCRETE PAD SEE PIER SPACING CHARTT IS SHEET BASEDONPADSIZE PIER "All A SCALE: N.T.S. NOTE: MINIMUM SIZE OF BASE PAD FOR PIER'A' IS 16N16' OR 1.78 SQUARE FEET. ANY 20'R2VOI8' ABS PAID (MD 4: 1055-7 GO) BASE PAD (CON CRETE OR ABS) SIZE MAY BE USED THAT IS EQUAL TO OR GREATER THAN 1.78 2Cx24'xl' ASS PAD IMD 9: 105S-13071) SQUAREFEET.SEECHARTONSHEETI. THE LOCAL BUILDING PAD THEY WILL REQUIRE. (OR AN APPROVED EQUAL OR BETTER) (OR- NOTE:SEECHARTFOR MAY OMIT&15EPADWHEN NOTE: THE MINIMUM AT EACH NOTE: PIERTIPE'A'MASA 16116'x4' SOLID CONCRETE PAD OPTION PIER SPACING RASEDON INSTALLED OVER CONCRETE PIER MUST BE AT LEASTD) MAXMUM HEIGHt OF36'FROM 18'x18'WSOOD CONCRETE PAD OPTION SIZE OF PIER PAD SURFACE V'-16-SOLIDCONCRETE TOPOFPADTOMPOFP.T. 20'x20.4' SOUDCONWETE PAD OPTION CAP BLOCK 28W/O SURFACE BONDING. UEeA' SOLID CONCRETE PAD OPTION SYMBOLS: F.T.- FRAME TIE -DOWN FASTENED G.A. TO GROUND ANCHOR • - MATELINE FRAME TIE -DOWN (2) STRAPS RI) PER I -BEAM] AND (1) GROUND ANCHOR OUTLINE OF BUILDING FRAME I I - CMU BLOCK PIER AND IL 11 PAD BELOW STRUCTURAL LOAD LIMITATIONS: FLOOR UVE LOAD: A. 100 PSF(LOBBIES&CORRIDORS) 50 PSF(REMAINDER) 20M LB.(CONCENTMTED) ROOF LWE LOAD: A. 20 PSF. ROOFSNOW LOAD: N/A WINDLOAD: 1. 160 MPH(VULT) WINDSPEED 124 MPH(VASDI WINDSPEED 2. Iw= 1.0 WIND IMPORTANCE FACTOR. BUILDING RISK CATEGORY: II (AKE 7-10) 3. C WIND EXPOSURE CATEGORY. 4. ENCLOSURE CLASSIFICATION: ENCLOSED GCpi= 0.18 IWERNALPRESSURE COEFFICIENT. S. COMPONENT&CLADDING LOAD: (ROOFS) Pr- .33.50 PSF ZONE Pr= -56.10 PSF ZONE2 Pr= -84.40 PSF ZONE3 (WALLS/ WINDOWS/DOORS): Pw=+/.36.30 PSF ZONE4 Pw=+/-44.80 P5F ZONES 6. THIS BUILDING IS NOT DESIGNED FOR PLACEMENT ON THE UPPER HALF OF A HILL OR ESCARPMENT EXCEEDING 15 FEET IN HEIGHT. H.V.H.Z.: NO FLOOD LOAD: THIS BUILDING IS NOT DESIGNED TO BE SUBMERGED OR SUBJEUEDTO WAVEACTION WHEN LOCATED IN A FLOOD PRONE OR ZONE AREA. THE FINISH FLOOR ELEVATION MUST BE LOCATED ABOVETHE BUILDING SITE FLOOD PLANE LEVEL FOR THIS BUILDING TO BE LOCATED IN A FLOOD PRONE OR ZONE AREA SUED ECT TO LOCAL JURISDICTION. FLORIDA FLORIDA BUILDING CODE GM EDITION (2017) - BUILDING FLORIDA BUILDING CODE 6TH EDITION (2017) - EXISTING BUILDING FLORIDA FIRE PREVENTION CODE GM EDTION (20171- FIRE FLORIDA BUILDING CODE 6TH EDITION (2017) - PLUMBING FLORIDA BUILDING CODE GTH EDITION (2D17)- MECHANICAL FLORIDA BUILDING CODE 67H EDITION (2U17)-ENERGY CONSERVATION FLORIDA BUILDING CODE 6TH EDITION (2017) - ACCESSIBILITY NATIONAL ELECTRICAL CODE (2014)-ELECTRICAL FFUMEI-BEAM FMMETIE-DOWN BEYOND STRAP TO BE INSTALJED FROM SIDEWALL TSP. CROSSMEMBER M MPOFFBEA BEYOND DOWNTOGHOUNO ANCHOR FLOORJOISIS- PERIMETER Ma FRAMEOUTRIGGEN BEYOND CHASSISTE-DOWN 3 t. ': STRAP IET4,TYP. ABSPAD PA CONCRETE PAD SEE NOTE THISSHEET IYP. G0.0UN0 ANCHOR 0 2 O LF SEENOTER3. 0 a IS6- DOUBLE HELIX ISA MIN. FOR CLASS SOIL) c SECTION RICH FDl SCALE: N.T.S. FOUNDATION NOTES: NOTE. ALL REQUIRED BUILDING AND/OR CONSTRUCTION PERMITS MUST BE APPLIED FORAND OBTAINED FROM THE LOCALAUTHORDIES HAVING JURISDICTION PRIOR TO ANY WORKED BEING DONE ON THE ABOVE SHOWN FOUNDATION DESIGN. 1.) ALL FOUNDATION CONSTRUCTION,MATERIALS, AND INSTALLATION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES. 2.) THE ABOVE FOUNDATION IS DESIGNED AS PER SECTION 14.5.1.11 OF THE 2014 FBC USING ALTERNATIVE DESIGN OR METHODS OF CONSTRUCTION. THIS DESIGN MEETS OR EXCEEDS THE WIND LOAD AND SOIL BEARING REQUIREMENTS OF THIS CODE. THE APPROVAL OF THIS FOUNDATION 15 SUBJECTTO THE LOCALAUTHORDY HAVING JURISDICTION. 3.) TIE -DOWN STRAPSTO BE I-1/4"X.035 GALVANIZED STEEL FEDERALSPECIFICAMON Q05-781-H TYPE-1 FINISH-B GRADE4. TIE -DOWN STRAPS AND CONNECTING HARDWARE TO HAVE A 4,7254 MINIMUM ULTIMATE CAPACITY (3,150R x 1.5). 4.) ALL TIE DOWN ANCHORS SHALL HAVE A 4,7250 MINIMUM ULTIMATE CAPACITY(3,15DN x 1.5) AND SHALL BE INSTALLED AS PER THEIR MANUFACTURER'S SPECIFICATIONS. THE TYPE OF GROUND ANCHOR, INCLUDING SHAFT LENGTH, NUMBER AND DIAMETER OF HELIXES, ETC. TO BE SPECIFIED BY THE GROUND ANCHOR MANUFACTURER FOR THE ACTUAL SOIL TYPE THAT 15 E NCOU NTERED AT TH E SITE. 5.) SEE ABOVE FOUNDATION LAYOUT FOR TI&DOWN STRAP SPACING. 6.) ALL PIERS SHALL BE S'x8"x16' MASONRY BLOCKS ON EITHER AN I6"xl6"(DEEP) ABS PADS, OR 16'z16"x4' SOLID CONCRETE PADS, MIN. EXCEPT AS OTHERWISE NOTED ON FOUNDATION PLAN. SEE PIER SPACING CHART FOR ADDITIONAL SIZE OPTIONS. 7.) MINIMUM SOI L BEARING CAPACITY IS 2,000 PSF. TO BE VERIFIED BY BUILDING'S OWNER. SOIL BEARING CAPACITY SHOWN ON THIS PLAN IS ASSUMED. IF THE ACTUAL SOIL BEARING CAPACITY IS LESS THAN 2,OU0 PSF, THE ARCHITECT/ENGINEER MUST BE CONSULTED FOR REQUIRED ALTERNATE FOUNDATION DESIGN. FOOTINGS SHALL BE PLACED ON NON -EXPANSIVE SOILS ONLY. Sj IT WILL BE THE BUILDING OWN ER'S RESPONSIBILITY TO INSURE THAT ALL LOOSE DEBRIS IS REMOVED FROM UNDER THE BUILDING AND THAT THE GROUND IS LEVELED AND FIRMLY COMPACTED. NOTE: STRAP MAY BE EITHER WRAPPED AROUND I -BEAM AND A DOUBLE CRIMP USED OR AN APPROVED I -HOOK MAY BE USED SUBJECT TO JURISDICTION APPROVAL. NOTE: IF MODULAR BUILDING IS LOCATED OVER CLASS. 1(ROCK) SURFACE A CROSS DRIVE ANCHOR [MD#:36-XDH (MINUTE MAN PRO- DUCTS, INC.) OR AN APPROVED EQUAL CAN BE SUBSTITUTED NOTE: IF MODULAR BUILDING IS LOCATED OVER AN ASF HALT PARKING SURFACE THEN AN ASPHALTANCHOR(MCN59367 (TIE -DOWN ENG, INC.) OR AN APPROVED CROSS DRIVE ANCHOR OR EQUAL CAN BE SUBSTITUTED NOTE: IF MODULAR BUILDING IS LOCATED OVER A MIN. 4" THICK 3000 P.S.I. CONCRETE SURFACE A TENSION HEAD W/SLEEVE ANCHOR [MDN:THDHLS(MINUTE MAN PRO- DUCTS, INC.) OR AN APPROVED EQUAL CAN BE SUBSTITUTED 26'-0" 21'-2" 16'-4" 11'-8" W-SO" 2'-0' GA. F.T.I IAIl1+�■1rMM�l� q��" G.A. A. GA. GA. G.AT_ Ail F.T. "' F.T= F.T. Imo■ ■� ■���■��I����■1 T-2" L/ I. 5'-2" L/ L I. 1'-0" VERIFYTHIS DIMENSION O WITH BUILDING MANUFACTURER PRIOR TO INSTALLING PIERS I� A L_J F.T. L_L.T. b T. L_J F.L J F.T. 1-1 G.A. G.A. ry .A� G.Aj& G.AA GA-l. 26'-0" 21'-2° C 6'-4" 11'-8" 6'-30" 2'-0' FDS FOUNDATION PLAN OCCUPANCY: BUSINESS SCANNED FLOOR DESIGN LIVE LOAD: SOPSF SCALE: 1/4"=1'-0" ROOF LIVE LOAD: 20 PSF. Y GROUNDSNOWLOAD: - WIND: 160/124 (Vult/Vasd) MI 'C ce 6©� ity CONSTRUCTION: TYPEV-S SOIL: 2000 P.S.F. WWW NOTE: NOTE: FRAME TIES ONLY, NO OVER -THE -ROOF STRAPS REQUIRED. SEE DETAIL E-FDl. NOTE: NOTE: FIRST STRAP FROM END WALLS NOT NOTE: SEE PIER SPACING CHART THIS SHEET TO EXCEED 2'-0". rl FOR DIFFERENT SIZE PAD OPTIONS AND THE REQUIRED SPACING. (16"xl6" PAD SHOWN) LE y 90.3 -0 38' ST. LUCIE COUNTY -BUILDING DIVISION REVIEWED FOR COM REVIEWED BY DATE -_ moo MUST BE KEPT ON NO INSPECTION WIL 9.) WOOD SHIMS MAY BE INSTALLED WHEN NECESSARY, BETWEEN THE I -BEAM AND TH E TOP OF THE PIER. SHIMS SHALL BE FREE OF KNOTS, CHECKS, SPLITS, AND SIMILAR IMPERFECTIONS. SHIMS SHALL BE OF P.T. LUMBER, OAK, CEDAR OR COMPOSITE MATERIAL AND MUST BE INSERTED EQUALLY FROM EITHER SIDE OF PIER ALONG ENTIRE CONTACT INTERSECNON OF PIER AND I -BEAM. 10.) MASON BY PI ENS INSTALLED IN A DRY STACK SUBJECT TO LOCALIURISDICTION AND APPROVAL 11.) OVERALL WIDTH DIMENSION 15 NOMINAL AND 15 BASED ON UNIT WIDTH x NUMBER OF UNITS. ACTUAL OVERALL WIDTH MAY INCREASE DUE TO SITE CONDITIONS, MATERIAL TOLERANCES. FAILURE TO REMOVE CLOSE-UP MATERIAL AND/OR OTHER FACTORS BEYOND THE CONTROL OF THE BUILDING MANUFACTURER. 12.) PIER A: FIELD CONDITIONS WITH DRY STACK PIERS GREATER THAN 26' SHALL REQUIRE ME PIER TORE CHANGED TO A PIER TYPE'B"(SEE THIS SHEET FOR DETAILS). PIER B: FIELD CONDITIONS WITH DRY STACK PIERS GREATER THAN 46" SHALL REQUIRE THE PIERS TO HAVE SURFACE BONDING TO A MAXIMUM OF 62" HIGH. )ANY PIERS OVER 62' HIGH WILL REQUIRE ENGINEERING BEYOND THE DESIGN OF THIS FOUNDATION.) 13.) ALTHOUGH NOT SHOWN IN THIS DESIGN WHERE/WHEN REQUIRED BY LOCALJURISDICTION ALL MASONRY PIERS MAY BE LAID IN TYPE"M" OR'S" MORTAR IN COMPLIANCE w/ASTM U87, OR SHALL HAVE SURFACE BONDING MORTAR IN COMPLIANCE w/ASTM C 946. 14.) ALL PIERS SHALL BE UPPED WITH 41NCHES OF SOLID MASONRY OR CONCRETE OR THE CAVITIES SHALL BE FILLED WITH CONCRETE OR GROUT. PIERS SHALL PROVIDE ATRUE AND EVEN DURING SURFACE. ' 15.) THE FOUNDATION DIMENSIONS SHOWN ARE NOMINAL AN INCREASE IN MODULE WIDTH _ SHOULD BE EXPECTED DUE TO MODULE EXPANSION, SETTING TOLERANCES, ETC. THE FOUNDATION CONTRACTOR SHOULD CONSULT WITH THE MANUFACTURER OF THE MODULES PROIR TO CONSTRUCTION OF THE FOUNDATION TO DETERMINE THE AMOUNT OF INCREASED WIDTH TO BE ADDED TO THE NOMINAL DIMENSIONS SHOWN ABOVE. LET I -BEAM SUPPORT PIERS MAY BE INSTALLED LATERALLY(90' FROM THE ORIENTATION SHOWN ON THE FOUNDATION PLAN). CENTERLINE OF EACH PIER MUST BE LOCATED DIRECTLY BELOW THE I -BEAM CENTERUNE. 17.) FOUNDATION REVIEW AND INSPECTION IS TO BE PERFORMED BY THE LOCAL OFFICIALS HAVING JURISDICTION. 18.) PROVIDE POSITIVE DRAINAGE UNDER UNIT. 19.) UNDERGROUND UTILITY LOCATIONS ARE THE RESPONSIBILITY OF OTHERS. ALL UNDERGROUND UTILITY LOCATIONS MUST BE VERIFIED PRIOR TO ANY EXCAVATION. OR jVA % 4 tt0ert MADE - Qe'pa F� Pevo 11 e county St. 4ORXID �ONAI �� !N 111IITII, �_1M�:111147@Rl I FOUNDATION PLAN I FD1 NOR:WIS PUN IS GOOD FOR A PERIOD OF '- .NC FALYG0.FROMRIEDATEOFME PLAN NO: ENGREERSSIGNATURC AFTER TRMFFAIOO OCCUP: B RIE FUNS WILL NEGSTORE{FAWATED AN D AN UPOMED PLAN PROVIDED.