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HomeMy WebLinkAboutFOUNDATION PLAN & DETAILSr THE FOUNDATION IS DE D TO MEET THE REQUIREMENTS OF THE FEMA85 CODE IN WHICH THE -FOUNDATION MUST RESIST FLOTATION, COLLAPSE, AND LATER A eMENT DUE TO THE EFFECTS OF WIND AND WATER LOADS, ,-- CTORY I -BEAM AND ALL OTHER LOADS La. _: _3 THE BASE FLOOD. IN ADDITION, THE FOUNDATION IS DESIGNED TO PROVIDE RESISTANCE TO UPLIFT AND OVERTURNING OF THE HOII _ _,,!TO FLOOD AND WIND FORCES AT THE BASE FLOOD. T. 2 X8 WOOD CAP 35'-0" '• N 4" THICK SOLID CAP BLOCK ? •+ B"XB'X16" CONCRETE ASONRY UNITS e� :14 (DRY -STACKED) A NPIER "A" .• EXISTING CONCRETE NOTE: PIER TYPE " SLAB (GOOD CONDITION) MAXIMUM HEIGHT OF T. 2 X8 WOOD CAP 8"XB"X16" CONCRETE ASONRY UNITS • ;•, (DRY -STACKED) B PIER "B" EXISTING CONCRETE SLAB (GOOD CONDITION) STRUCTURAL LOAD LIMITATIONS: :ODE EDITION: 2017 FLORIDA BUILDING CODE (6TH EDITION) & ASCE 7-10 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 5. DESIGN ROOF LIVE LOAD: 20 PSF 6. DESIGN FLOOR LIVE LOAD: 40P5 7. MIN. ASSUMED SOIL BEARING CAPACITY: 1500 PSF 8. OCCUPANCY CLASSIFICATION: R3 9. CONSTRUCTION TYPE: VB 10. THIS BUILDING IS NOT DESIGNED FOR PLACEMENT IN A HIGH VELOCTY HURRICANE ZONE AS DEFINED BY THE FBC. m 0z 10 oP: 0 LLI m —0„ MAXI F.T. W ?'-0" 6'-2" TYP. MAX r 6V-8" MAX IQ 4'-6• e 00 0 I ' y2 —0" 5'-10" TYP. 0v �Lu (n IMAXr6'-8" MAX I FAI G.A. G ?'-0"�,4'-0" 0. MAX MAX GROUND ANCHOR INSTALLATION W)R ( BRACKET OR E 10 WOOD SCRE) 6'-0" MAX S(GAN ED SPACING f4 lJ u '-0 p '-0" O.CLMAX (SSIDEWALL� �'�U MAX *F,T. F T G.A. G.A. 6'-0" MAX • SPACING - (SIDEWALL) FACTORY I -BEAM L J v LS"J L6:-27TYP6-8" MAX 2'-0- MAX FACTORY I -BEAM IYI III( 111 'I lit Itititititit� L I t� � L lr� [� u � 6 —0" MAX SPACING - (MATELINE) `-7 FTV F,T. F.T�- F.T. F.T. G.A. G.A. G.A. G.A. G.A. F 1 V MAX„ s'—O" THESE PLANSF ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT V� RAIL MAY BE NECESSARY IN ORDER TO BRACKET MAYBE OMITTED ONSITE IF IT IS INSTALLED BY THE MANUFACTURER 2X8 MIN. PERIMETER RAIL 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 8 - HOT -DIPPED GALVANIZ ZINC COATING �ASTM STANDARD 123-89A 6 OUNCES ER SOUARE FOOT PER S RFACE 4750 POUNDS MINIMUM BREAK STRENGTH, MARKED EVERY 12 TO 15 INCHES (MANUFACTURER`$ NAME AND ASTM SPEC. D 953-91 , 1 1/4" WIDTH. GROUND ANCHORS SHOULD BE 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, 8000 POUND PIERS OR HIGHER MUST BE 4'-0" O.C. CERTIFIED BY A PROFESSIONAL ARCHRECT ENGINEER ANDJOR NATIONALLY RECOGNIZF`D DOUBLE BLOCKED. MAX SPACING Bo LOAD CAPACITY SHOULD BEMAT LEA ULTIMATE EQUAL TO 4725 LBS. 3. STABILIZER SYSTEM PER OLIVER TECHNOLOGIES, INC., OR EQUIVALENT AND ALL SIDEWALL ANCHORS ARE SPACED PER PLAN. FOUR FOOT GROUND ANCHOR MAY BE USED. 4. THE MODEL 1101 %"(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 FRAME TIE 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 CONTACTr POINTS SHALL NOT BE LESS THAN 213 OF THE BEARING PRIOR TO ADDING THE SHIMS. QT& pD Rr I51�C �ly ����H�lrt�+ `[ rf� n V R n I J 6. ALL TIE DOWN ANCHORS SHALL HAVE A MINIMUM 4.725 LB. ULTIMATE CAPACITY AND SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFIC T 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. p �hjrr�� pp E TH E RES PONN I LP OF T H E 8. ALL PIERS SHALL BE CONSTRUCTED OF B" X 8" X 16" CONCRETE MASONRY UNITS CONFORMING TO ASTM C90, HR 9. INSTALL BLOCK PIER ON EACH SIDE OF ALL EXTERIOR DOOR OPENINGS. OONTC1FiCT/ (� 6 H O R OF RECORD 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 = 1925 LBS. 0 = 1925 LBS. 65l15 fop �NCENT •,�� � E NSF •• y ; No. 56196 •: = -°' TATE OF w F QP. ' ON AL E 1111171— '' , f f f I i t t 103-06-2018 S,T. LITCTE COU\'TY L WIP DIVIS REVIEWED FOR CO, r 'CE REVIEWED BY DECEIVED DATE " ! PLANS AND PERMIT MUST BE KEPT ON JOB MAR' 2. ® 201 OR NO INSPECTION WILL, BE MADE. Emitting Depal FLOOD ZONE INFORMATION St. Lucte Cou - FEMA MAP INDICATES THAT THIS LOT IS IN A FLOOD ZONE AE WITH BASE FLOOD ELEVATION AT 6' NAVD 88. -LOT SITE GROUND (ESTABLISHED) ELEVATION IS 4.2.' MINIMUM FINISHED FLOOR ELEVATION TO BE 7.0' A SYMBOLS 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 LATERAL BRACING SYSTEM ONLY MATELINE TIEDOWNS-4!-O" O.C. 8'X16' CMU BLOCKS,FRAME OUTRIGGER DRY STACKED PIER (PER PLAN) FLOOR JOISTS FRAME T. 2X8 WOOD SHIM a EXISTING o0 CO CONCRETE SLAB I -I (GOOD CONDITION) �N,� �� Z 4' THICK SOLD BLOCK CAP 8'X16" CMU BLOCKS 00 DRY STACKED PIER I I SINGLE -STACKED N,N 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 c SECTION "E—E" MINIMUM ANCHOR 4EEDGE WITH H MIN. 8- X 3" WEDGE ANCHOR OR EQUAL. F-1 8"X16' CMU BLOCKS DRY STACKED PIER 00 to N.4• Senyb Engineering Services 318 S. Scenlc Hwy, Ste. 100 THESE STANDARDS AND PLANS MEET THE 2017 F.B.C. - RESIDENTIAL (67H EDITIONI DRAWING INFORMATION CUSTOMER: KUJAWZKI ADDRESS: 139 NETTLES BLVD., JENSEN BEACH, FL 34957 DESIGNED FOR 20 PSF ROOF LIVE LOAD NAME, Lake wales, FL 33853 CENTRAL MODEL # UKNOWN- 20'-0" X 39'-0" (HUD) AND 1500PSF SOIL Office: 863-589-5980 VaT=ULTIMATE DESIGN WNDSPEED=170MPH (RISK CATERGORYIIBUILDING) M.B.J. FOUNDATION PLAN AND DETAILS BEARING CAPACITY Fax 1-86"65-2044 Vim=NOMINAL DESIGN WIND SPEED=132MPH (RISK CATERGORYIIBUILDING) HOMES BY DATE: 02-12-201e om (TABLE 1609.3.1) l PROVIDED Email: lnfo@senybeng!nLering.com Email: InfoQsenybengineering.com MARK V. RIGHTER, P.E. # 56196 ���yyy 1E 1 J REV.' o3-o�zote SENYR ENGINEERING SERVICES F - 1 318 S. SCENIC HWY, STE.10o V SCALE © COPYRIGHT 2017 LAKE WALES, 89 33853 OFFICE: 883�89-5980 5 'o E ri g and De Fn C" pany NOT PRINTED TO SCALE LAKE WALES, FLORIDA 33853 SHEET t of 1 v1 HANDRAIL GRIP SIZE '141„ 2a2' max,,,,, r�l P4, if, . t rriln. � NONCIR.CULAR CIRCULAR RECESSED Pefimelef; 4'- 6" Perirneler, >641" *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. *HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2 INCHES BETWEEN THE WALL AND THE HANDRAILS. 2X2BA MIN. (3) SIMPSON'S SDS 1/4" X 4-1/2" 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 2X6 P.T. LANDING CONSTRUCTION 16 O.C. FLOOR JOISTS USING (5) 16d NAILS OR EQUIVALENT AT EACH JOIST TO RIM JOIST CONNECTION. STAIR TREAD AND RIBS 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. 30" GROUND ANCHOR W/ TIE DOWN STRAP STRAP TO WRAP AROUND P.T. 2 X 6 TIGHTLY STAIR AND LANDING ILLUMINATION REQUIRED (DO NOT OVER TENSION STRAPS) (EACH SIDES OF LANDING) EXISTING STRUCTURE/// / I EACH P.T. POST FASTENED TO PERIMETER \- 2 X 6 P.T. LUMBER (SP#1 OR SP#2) JOIST USING (3) 1/4" X 4-1/2" SIMPSON'S SDMAX S '-0" 16" O.C. SPACING, FASTEN USING WOOD SCREWS OR EQUIVALENT. 16D NAILS OR EQUAL 6'-0" MAX P.T. 5/4" X 6 BOARD RAIL CAP FASTEN P.T. 5/4 DECKING TO P.T. 2X6 JOISTS WITH MIN. 2-3" SCREWS PER CONNECTION 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. THE GUARDS MAYBE WOOD, ALUMINUM, VINYL, OR EQUIVALENT. OPENINGS FOR REQUIRED GUARDS ON THE SIDE OF STAIR EADS SHALL NOT SPHERE 4-3/8"PTO PASS THROUGHALLOW A .T. 2X6 3'—O" LANDING HEIGHT = 5 STEPS (MIN.) (1) 2 X 6 P.T. ATTACHED TO POSTS 4'-0" LANDING HEIGHT = 7 STEPS (MIN.) USING (5) 16D NAILS OR EQUIVALENT AT EACH 2X6 TO POST CONNECTION. 1. ATTACH BALUSTERS TO TOP & BOTTOM z /_ W/ MIN. (1)#8 WOOD SCREW OR EQUIV. (3) 2 X 12 P.T. STAIR STRINGERS NOTE: 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 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. r.rrr#rQ3 06-201.8 NCENr CENT cy No. 56196 TATE OF Q � � F OR ONAL ,��i,rrrrrr�, These plans and specifications comply with Section 1609 of the 2017 FBGResidential (6th Edition) V ULT =ULTIMATE DESIGN WIND SPEED = 170 MPH V ASD =NOMINAL DESIGN WIND SPEED = 132 MPH (TABLE 1609.3.1) (3 second gusts) 318 S. Scenic Hwy, Ste. 100 Lake Wales, FL 33853 Office: 863-589-5980 Fax: 1 -866-865-2044 E =a o a �€ w W a° w w IN- o C. ,y U 9921 1 � . Ms Q y pi i r- LO rn v Cl) o; J m 2 U 0 ~M z a z ai z Mw� U i= 1 R U Q Drawing Number: S =P CONSTRUCTION Engineering Services 318 S. Scenic Hwy, Ste 100 Lake Wales, FL 33853 © COPYRIGHT 2n15 VINYL SIDING, HARDI BOARD OR EQUIVALENT SKIRTING DETAIL P.T. STUD TO TOP PLATE/RIM JOIST CONNECTION SGL. P.T TOP PLATE. STAGGER SPLICES SIMPSON'S H6 STRAP OR EQUIVALENT. P.T. PERIMETER WALL FRAMING P.T. 2 X 4 STUDS ® 24" O.C. FASTENED USING 160 NAILS. P.T. WALL TO BE COVERED WITH 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 OR EQUIV. VINYL LAP SIDING INSTALLED PER MANUFACTURER'S INSTRUCTIONS. P.T. BOTTOM PLATE TO STUD CONNECTION, SIMPSON'S H2.5 STRAP OR EQUIVALENT. USING 1/2 " X 3-3/4" WEDGE ANCHORS OR EQUIV. ® 3'-0" O.C. W/ (1) 2" X 2" THICK WASHER A SECTION "A" s-1 i P.T, 2 X 4 TOP PLATE TO RIM JOIST CONNECTION FASTENED TO RIM JOIST USING SIMPSON'S 1/4" X 3" SDS WOOD SCREWS OR EQUIVALENT ® 16" O.C. SPACING. (STAGGERED SCREW PATTERN) MATELINE WALL AME OUTRIGGER FLOOR JOISTS FRAME 1___P.T. 2X8 WOOD SHIM 8"X16" CMU BLOCKS DRY STACKED /—EXISTING CONCRETE SLAB Ia SIDEWALL PERIMETER PIERS NOT SHOWN FOR CLARITY (REFERENCE PG. F-11 '-6" 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) CORROSION AND WEATHER RESISTANT COVERING THAT IS DESIGNED TO PREVENT THE ENTRY OF RODENTS.. 2) A VENT SHALL BE INSTALLED WITHIN S-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. STUCCO APPLICATION (OPT.) —WOOD —FRAMED WALLS OMIT THE THERMO—PLY AND VINLY SIDING WITH STUCCO APPLICATION 1/2" MIN. P.T. PLYWOOD FASTENED TO WALL STUDS EVERY 3" ON THE EDGE OF THE P.T. PLYWOOD AND EVERY 6" IN THE FIELD USING 6D NAILS OR EQUAL. THE P.T. PLYWOOD SHOULD BE COVERED WITH FELT PAPER, METAL LATH, AND STUCCO FINISH. 2"x8" FLOOR JOIST t. SGL. 2"x4" TOP PLATE EXISTING CONCRETE SLAB VINYL LAP, HARDI BOARD, OR EQUIVALENT SKIRTING INSTALLED PER MANUFACTURER'S INSTRUCTIONS. ►''Oa-p6-2018 �NCEN T •��� C E NSF•�cy�,": 6196 _ o • IF ; lx Fs..(• OR •,• ANAL These plans and specifications comply with Section 1609 of the 2017 FBC-Residential (6th Edition) V ULT =ULTIMATE DESIGN WIND SPEED = 170 MPH V ASD =NOMINAL DESIGN WIND SPEED = 132 MPH (TABLE 1609.3.1) (3 second gusts) 318 S. Scenic Hwy, Ste. 100 Lake Wales, FL 33853 Office: 863-589-5980 Fax: 1-866-865-2044 � Drawing Number. Skirting Details nyb Engineering Services 8 S. Scenic Hwy, Ste. 100 Lake Wales, FL 33853 © COPYRIGHT 2013 J