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HomeMy WebLinkAboutFOUNDATION PLAN & DETAILACTORY I -BEAM .T. 2 X8 WOOD CAP THICK SOLID CAP BLOCK z 8"X8'X16' CONCRETE W ASONRY UNITS (DRY -STACKED) 00 A PIER "A" aRAnF EXISTING CONCRETE NOTE: PIER TYPE "A" VASJASLAB (GOOD CONDITION) SLAB TO TOP OF PT34 8 X P.T. 2 X8 WOOD CAP •'a 8"X8"X16' CONCRETE ASONRY UNITS �•� / (DRY -STACKED) B PIER "B" EXISTING CONCRETE SLAB (GOOD CONDITION) T. :ODE EDITION: 2014 FLORIDA BUILDING CODE (5TH EDITION) & ASCE 7-M 1. ULTIMATE DESIGN WIND SPEED: 170 mph WIND SPEED 2. NOMINAL DESIGN WIND SPEED: 132 mph WIND SPEED 3. WIND EXPOSURE CATEGORY: "D" 4. IMPORTANCE FACTOR: 1.0 S. DESIGN ROOF LIVE LOAD: 20 PSF 6. DESIGN FLOOR LIVE LOAD: 40 PSF 7. MIN. ASSUMED SOIL BEARING CAPACITY: Tu0��F pLANS AND Al `1,pF 9. OCCUPANCY CLASSIFICATION: R3 ARE SUBJECT TO AN 9. CONSTRUCTION TYPE: VB REQUIRED BY FIELD'1 10. THIS BUILDING IS NOT DESIGNED FOR PLA�If$pRY VELOCITY HURRICANE ZONE AS DEFINED BY COMPLY WITH ALL A' THE FOUNDATION IS DESIGNED TO MEET THE REQUIREMENTS OF THE FEMA85 CODE IN WHICH THE FOUNDATION MUST RESIST FLOTATION, COLLAPSE, AND LATERAL MOVEMENT DUE TO THE EFFECTS OF WIND AND WATER LOADS, AND ALL OTHER LOADS DURING THE BASE FLOOD. IN ADDITION, THE FOUNDATION IS DESIGNED TO PROVIDE RESISTANCE TO UPLIFT AND OVERTURNING OF THE HOME DUE TO FLOOD AND WIND FORCES AT THE BASE FLOOD. )'-0" 4'-0" 0. MAX r MAX T P-0" 5'-101 TYP. MAX 6'-8"1 MAX ni ►-� MAX ),-0" 5-10" TYP. MAX 6'-8" MAX 0 -0" F.T. F.T. F.T. F.T® F.T* G A G.A. G.A. G.A. G.A. FASTENERS OR ATTACHMENTS '-0"14'-0" o.c. MAX MAX ERESPONSIBILITYOFTHE 39'-0" ORaCTOR OF RECORD WORK iPECTORS THAT ORDER TO LICABLE CODES, 1. BLOCKING SPACING BASED ON 20PSF LIVE LOAD ON ROOF AND 1500 PSF SOIL BEARING CAPACITY. 2. CONCRETE BLOCKS ARE ONLY RATED AT 8000 POUNDS, 6000 POUND PIERS OR HIGHER MUST BE DOUBLE BLOCKED. 3. STABILIZER SYSTEM PER OLIVER TECHNOLOGIES, INC., OR EQUIVALENT AND ALL SIDEWALL ANCHORS ARE UR FOOT GROUND ANCHOR MAY BE USED GROUND ANCHOR � INSTALLATION o W/ Rj10 OOD SCR MINT 1 PENETRATION METER RAIL WITH MIN. 14 SCREWS OR 50% SCREW HOLES FILLED, EVENLY SPACED. BRACKET MAYBE OMITTED ONSITE IF IT IS INSTALLED BY THE MANUFACTURER , 2X8 . MIN. PERIMETER RAIL [-BEAM u LEI L51,-10�TYP.6-8" MAX 2'_p" MAX I I -BEAM Lw Mn rn-1 6'-0" MAX I L5'-10" TYP. SPACING —1 6'-8" MAX (MATELINE) M ,�alaaarrrrr, E• r� • �,A � ;• STA F w. FS:'•:�.� OR ••.••••.••� ON At- b�-04-2017 ST. LUC!� -o COTJr"'- �D'CL'�VC MAXIjk�CE -R_tM 1/ED FOR CO In n-MV 'r..D BY DATE ,4 T MUST BE KEPT ON JOB PLANS AND PFR OR NO INSPECTION HILL BE MADE'2'—p'I FLOOD ZONE INFORMATION MAXI FEMA MAP INDICATES THAT THIS LOT IS IN A FLOOD ZONE AE WITH BASE FLOOD ELEVATION AT 6'R' NAVD 88. 1 -LOT SITE GROUND (ESTABLISHED) ELEVATION IS 4.5' r, �T MINIMUM FINISHED FLOOR ELEVATION TO BE 7.0' F.A. F.T. F.T.. F.. FT. G.A. G.A. G.A. G.A. G.A.. C MAX F-1 OR A ARE TMI RIPONSIBILITY OF THE MOWN of RECORD ALL TIE -DOWN STRAPS, ETC., SHALL BE TYPE 1 FINISH B, GRADE 1, STEEL STRAPPING 109.000 MINIMUM YIELD STRENGTH, .035' MINIMUM THICKNESS (PLUS OR MINUS .002 IN. - 0.05MM) FINISH B - HOT -DIPPED GALVANIZED ZINC COATING (ASTM STANDARD 123-89A • .6 OUNCES PER SQUARE FOOT PER SURFACE, 4750 POUNDS MINIMUM BREAK STRENGTH, MARK9D EVERY 12 TO 15 INCHES (JMANUFAGTURER'3 NAME AND ASTM SPEC. D 953-91 1 1 4" WIDTH. GROUND ANCHORS SHOULD BE CERTIFIED BY A PROFESSIONAL ARCHITECT ENGINEER AND/OR NATIONALLY RECOGNIZED TESTING LABORATORY. THE MINIMUM ULTIMATE LOAD CAPACITY SHOULD BE AT LEAST EQUAL TO 4725 LBS. SPACED PER PLAN. FO 4. THE MODEL 1101 N-(LONGITUDINAL & LATERAL PROTECTION) ELIMINATES THE NEED FOR MOST STABILIZER PLATES AND FRAME TIES. EACH SYSTEM IS REQUIRED TO HAVE A FRAME TIE AND STABILIZER ATTACHED AT EACH LATERAL ARM STABILIZING LOCATION, THIS FRAMETIE AND STABILIZER PLATE MUST BE LOCATED WITHIN 18' FROM CENTER OF GROUND PAN. 5. WOOD SHIMS MAY BE INSTALLED WHEN NECESSARY BETWEEN THE I -BEAM AND THE TOP OF THE PIER. SHIMS SHALL BE FREE OF KNOTS, SPLITS, AND SIMILAR IMPERFECTIONS. SHIMS SHALL BE OF P.T. LUMBER, CEDAR, OR ABS AND BEARING AT ALL CONTACT POINTS SHALL NOT BE LESS THAN 2/3 OF THE BEARING PRIOR TO ADDING THE SHIMS. 6. ALL TIE DOWN ANCHORS SHALL HAVE A MINIMUM 4,725 LB. ULTIMATE CAPACITY AND SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS. 7. THE STEEL FRAME OF HOME IS NOT FOR USE OF RELOCATION OF HOME AFTER SETUP, AND IS INTENDED FOR USE AS A PERMANENT FOUNDATION. B. ALL PIERS SHALL BE CONSTRUCTED OF 8' X 8' X 18° CONCRETE MASONRY UNITS CONFORMING TO ASTM C90. 9. INSTALL BLOCK PIER ON EACH SIDE OF ALL EXTERIOR DOOR OPENINGS. 10. I -BEAM SUPPORT PIERS MAY BE INSTALLED LATERALLY (90 DEGREES FROM THE ORIENTATION SHOWN ON THE FOUNDATION PLAN). MUST BE LOCATED DIRECTLY BELOW THE I -BEAM CENTERLINE. 11. ALL MASONRY PIERS MAY BE INSTALLED IN A DRY STACK SUBJECT TO LOCAL JURISDICTION COLUMN LOADS 1O = 3080 LBS. 2O = 3080 LBS. v F.T. -FRAME TIE -DOWN FASTENED TO GROUND ANCHOR G.A. -COLUMN ANCHOR STRAP FASTENED TO GROUND ANCHOR OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTE MAN ANCHORS LONGITUDINAL & LATERAL BRACING SYSTEM ®-OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTE MAN ANCHORS LATERAL BRACING SYSTEM ONLY "' SUEaECT 1.. ;r- '_ IDEWALL MATEUNE WALL EQUIRED 3Y FIELD v.,S 1 ' ' EbbWNS-4*-O" O.C. iAY FIE NECESSARY Am D Tv ME OUTRIGGER CRE'IS'"PI ,PER PLAN) FLOOR JOISTS FRAME 8"X16" CMU BLOCKS < EXISTING N CO CONCRETE SLAB I -I (GOOD CONDITION)�N'� T. 2X8 WOOD SHIM Q 4' THICK SOLID BLOCK CAP WX16' CMU BLOCKS DRY STACKED PIER .I I DRY STACKED PIER < N i0 1 •1 NIA SINGLE -STACKED �:a ANCHOR INSTALLATION EXISTING CONCRETE INSTALLATION 4'-0" GROUND ANCHORS WITH A 5/8" SHAFT AND A 6- SINGLE DISC OR EQUIV. OPTIONAL TIEDOWN-ANCHOR HEAD AND TENSION BOLT SECTION "E—E" ANCHOR HEAD WITH MIN. 5/8" X 3" WEDGE ANCHOR OR EQUAL. F_I MINIMUM 4' EDGE DISTANCE Senyb Engineering Services 318 S. Scenic FiVYy, Ste. 100 THESE STANDARDS AND PLANS MEET THE 2014 F.B.C. - RESIDENTIAL (5th Edition) _ DRAWING INFORMATION CUSTOMER: THOMAS ADDRESS: 1187 NETTLES BLVD., JENSEN BEACH, FL 3495 DESIONED FOR 20 PSF ROOF LIVE LOAD NAME: Lake Wales, FL 33853 Vuu=ULTIMATE DESIGN WIND SPEED= 170 MPH (RISK CATERGORY 11 BUILDING) CENTRAL /ic) MODEL#UKNOWN-20'-0"X39'-0"(HUD) 1 AND1500PSFSOIL Office:863-589-5980 DESIGN WIND SPEED=132MPH (RISK CATERGORYIIBUILDING) M.B.J. FOUNDATION PLAN AND DETAILS �i'e EyNGCAPACITY Fax:1-enybenginee (TABLE 1609.3.1) (TABLE HOMES PROVIDED BYWebsile: °A�� wwW.senybengineering.com Email: inln@senybengineering.com SCENIC `� �, E, V °'��°" SEND ENGINEERING SERVICES F 1 SCALE: 3185 318 S. SCENIC HVV1, STE.100 WY,S.E.100 © COPYRIGHT2015 LAKE WALES, FL 33853 OFFICE: 863-589-5980 EENYB ENGLTdE£RINi� SERVYCFS >nEnsnee nganaDesignCompan� NOT PRINTED TOSCALE LAKE WALES, FLORIDA 33853 SHEET 1 OF 3 -a,W HANDRAIL GRIP SIZE 1n 9. �4 ` 24 max, ���� 5 Av E x d �Q min., a N{ NCIREUL&k CIRCULAR RECESSED P falrlcler:4".•6�" Peiimeler:>6,1" *HANDRAIL. HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES. *HANDRAIL. SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OF FLIGHT WITH FOUR OR MORE RISERS. * HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED TO RESIST A LOAD OF 50 PLF APPLIED IN ANY DIRECTION AT THE TOP AND TO TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE. THE GUARDS MAYBE WOOD, ALUMINUM, VINYL, OR EQUIVALENT. 2 X 2 BALUSTER- I. MIN. (3) SIMPSON'S SDS 1/4" X 4-1/2" WOOD SCREWS FOR RIM JOIST TO POST M CONNECTION, (5) 16d NAILS OR -EQUIVALENT P.T. STEP LANDING FLOOR FASTENED---____' TO HOST FLOOR MEMBERS USING SIMPON'S 1/4" X 3-1/2" SDS WOOD SCREWS OR EQUIV. AT 12" O.C. STAGGERED SCREW PATTERN _ STAIR TREAD AND RISERS THE MAXIMUM RISER HEIGHT SHALL BE 7-3/4 INCHES. THE RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES. THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE NO GREATER THAN 9/16 INCH. A NOSING NOT LESS THAN 3/4 INCH BUT NOT MORE THAN 1-1/4 INCHES SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. A NOSING IS NOT REQUIRED WHERE THE TREAD DEPTH IS A MINIMUM OF 11 INCHES. 4'-0" TYP. T. 5/4" X 6 BOARD RAIL CAP 6'-0" MAX' T. 2X6 EXISTING STRUCTURE I EACH P.T. POST FASTENED TO PERIMETER—� ��2 X 6 P.T. LUMBER (SP1 OR SP#2) JOIST USING (3) 1/4" X 4-1/2" SIMPSON'S SOS '-0" MAX 16" O.C. SPACING, FASTEN USING WOOD SCREWS OR EQUIVALENT. 16D NAILS OR EQUAL OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" DIAMETER SPHERE 2 X 4 TOP & BOTTOM ATTACHED TO TO POSTS WITH (2)#8 WOOD SCREWS ON INSIDE FACE. OPENINGS FOR REQUIRED GUARDS ON THE SIDE OF STAIR TREADS SHALL NOT ALLOW A SPHERE 4-3/8" TO PASS THROUGH. ATTACH BALUSTERS TOP &W/ MIN. (1)#8 WO DTSCREW ORBOQTUOM 2X6 P.T. LANDING CONSTRUCTION 116" O.C. FLOOR JOISTS USING (5) 16d NAILS OR EQUIVALENT AT EACH JOIST TO RIM JOIST CONNECTION. 30" GROUND ANCHOR (3) 2 X 12 P.T. STAIR STRINGERS W/ TIE DOWN STRAP STRAP TO WRAP AROUND P.T. 2 X 6 TIGHTLY (DO NOT OVER TENSION STRAPS) (EACH SIDES OF LANDING) STAIR ANID LANDING ILLUMINATION REQUIRED (1) 2 X 6 P.T. ATTACHED TO POSTS USING (5) 16D NAILS OR EQUIVALENT AT EACH F4'—O" —0" LANDING HEIGHT = 5 STEPS (MIN.) 2X6 TO OST CONNECTION. LANDING HEIGHT = 7 STEPS (MIN.) NI(1TF- CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. ALL STAIR COMPONENTS TO BE PRESSURE TREATED LUMBER ALL FASTENERS —IN CONTACT WITH P.T. LUMBER TO BE HOT DIP GALVANIZED OR STAINLESS STEEL FASTEN P.T. 5/4 DECKING TO P.T. 2X6 JOISTS WITH MIN. 2-3" SCREWS PER CONNECTION GUARDS SHALL BE LOCATED ALONG OPEN —SIDED WALKING SURFACES, INCLUDING STAIRS, RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES HORIZONTALLY TO THE EDGE OF THE OPEN SIDE, CONCRETE OPTION: IF STEPS ARE INSTALLED ON EXISTING CONCRETE, THE GROUND ANCHORS AND TIEDOWN STRAP CAN BE OMITTED. THE P.T. 4 X 4 POSTS SHALL BE ANCHORED TO THE EXISTING CONCRETE SLAB USING SIMPSON'S L—BRACKET OR EQUIVALENT. , i ii , < <, p,8-04-2017 g.IF No. 96 OF •� ' LCJ o� .' FC O R \ ��'• •• r-� ANAL These plans and specifications comply with Section 1609 of the 2014 FBC-Residential (5th Edition) V ULT =ULTIMATE DESIGN WIND SPEED = 170 MPH V ASD =NOMINAL DESIGN WIND SPEED = 132 MPH (TABLE 1609.3.1) (3 second gusts) t6@Oti�.a 318 S. Scenic Hwy, StLi 1Y++ C Lake Wales, FL33853 . .. Office: 863-589-5980 Fax:1-866-865-2044 q � Egkao c � 5 0 a �-d�N R� F o U m 8 o a J 9 e u LUZ `e z2 4O V L8 m 0 2 < LJi- QQ_o Ozwai aU C9 ~mw co vi v-S3e E�LLuuzl-: Qz�z f0L �z Ul ❑ U F>� "W-W Co CO m io U 'i`' ti 0>d U ¢ 12 Drawing Nr. 1umbe + STEP CONSTRUCTION Senyb Engineering Servlees 318 S. Scenic Hwy, Ste 100 Lake Wales, FL 33853 © COPYRIGHT 2015 VINYL SIDING, HARDI BOARD, OR EQUIVALENT SKIRTING DETAIL TA D 6 GA 0 TOP TRACK F STEN TO HOST ('.T. SILL PLATE) USING SIMPSONS 1 2-1/2 SOS WOOD CREWS OR EQUIV. PA O.0 SPACING. �IDEWAV STAGGERED SCREW PATTERN P.T. SILL PLATE DDOIUDAEBOTTOM EROMEC�ING (2)8 ENOFS,ONFLANGE PERIMETER �(1WALLL�- FRAMING �� ) 6 GAUGE) ETALOSTUDS T04BE COVERED WIATHI THERMO PLY (.113 THICKNESS) THERMO—PLY TO BE INSTALLED WITH 1-1/4" GALVANIZED ROOFING NAILS OR EQUIV. THE FASTENING SCHEDULE IS 3" O.C. ON ALL PANEL EDGES AND 6" O.C. ON INTERMEDIATE SUPPORTS. ALL JOINTS SHALL OCCUR OVER STUDS. THERMO—PLY TO BE COVERED WITH VINYL LAP SIDING, HARDI BOARD OR EQUIVALENT. SIDING TO BE INSTALLED PER MANUFACTURER'S X (2:)SECTION "A" s-1 MAX VENTILATION NOTES 1) VENTILATION OPENINGS SHALL BE COVERED FOR THEIR HEIGHT AND WIDTH WITH A PERFORATED (1/4 INCH MAXIMUM OPENING IN ANY DIMENSION) CORROSIO AND WEATHER RESISTANT COVERING THAT IS DESIGNED TO PREVENT THE ENTRY OF RODENTS. 2) A VENT SHALL BE INSTALLED WITHIN 3'-0" OF EACH CORNER OF STRUCTURE FLOOD VENT NOTES 1) IF HOME IS TO BE PLACED IN A FLOOD ZONE, THE LAP SKIRTING WALLS WILL REQUIRE HYDROSTATIC VENTS. ACTUAL VENT LOCATIONS ARE DICTATED BY SITE CONDITIONS AND WILL BE LOCATED ONSITE BY CONTRACTOR. THE BOTTOM OF EACH OPENING IS TO BE LOCATED NO HIGHER THAN 1 FOOT ABOVE THE GRADE THAT IS IMMEDIATELY UNDER EACH OPENING. 2) FLOOD OPENINGS SHALL HAVE A TOTAL NET AREA OF NOT LESS THAN ONE SQUARE INCH FOR EVERY SQUARE FOOT OF ENCLOSED AREA SUBJECT TO FLOODING. OPENINGS MAYBE EQUIPPED WITH SCREENS, LOUVERS, OR OTHER COVERINGS PROVIDED THAT THEY PERMIT THE AUTOMATIC ENTRY AND EXIT OF FLOOD WATERS. E OUTRIGGER FLOOR JOISTS FRAME 2X8 WOOD SHIM 8"X16" CMU BLOCKS DRY STACKED /—EXISTING CONCRETE SLAB MATELINE WALL 2%8" FLOOR JOIST .2"W P.T. SILL PLATE GALVANIZED METAL STUD (26 GAUGE) STUDS ® V-4" O.C. v' GALVANIZED AETAL STUD 2GAUGE) EXISTING CONCRETE SLAB 4 / / VINYL LAP. HARDI BOARD, DR EQUIVALENT SKIRTIM / INSTALLED PER MANUFACTURER'S / INSTRUCTIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. i 1 1 f .. p,8-04-20.17 NcENr -. a� ••,.,...%.i • Q : . f% — s No. 5 S F cL` •� •�� ONALC.� These plans and specifications comply with Section 1609 of the 2014 FBIC-Residential (5th Edition) VULT =ULTIMATE DESIGN WIND SPEED = 170 MPH VASD =NOMINAL DESIGN WIND SPEED= 132 MPH (TABLE 1609.3.1) (3 seconJ11' Copy 318 S. Scenic Hwy, Ste. 100 Lake Wales, FL 33853 Office: 863-589-5980 Fax: 1-866-865-2044 11 � Is ll a ma 0 8 S D o loll I a O E r RF, W. WW N � � c d N v x o U. qm o Otq m=y V N ~ 0 J W Z ^v(D=rm �9 E wZ ..°i ai .2 Z W co ai co z Lu �Lu m N 219 tY UQ Drawing Number. Skirting Details Senyb Engineering Services 318 S. Scenic Hwy, Ste. 100 Lake Wales, FL 33853 © COPYRIGHT 2013