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HomeMy WebLinkAboutFOUNDATION PLANS & DETAILS)RY I -BEAM T. 2 X8 WOOD CAP '! • "' 4' THICK SOLID CAP BLOCK z '• 8"X8"X16" CONCRETE g ASONRY UNITS •'y; (DRY -STACKED) C9 -• A PIER "ACRADV EXISTING CONCRETE NOTE: PIER TYPE "A" OAS A SLAB (GOOD CONDITION) SABTOTOFP 32F80M POT LAX --P.T. 2 X8 WOOD CAP • B'X8"X16" CONCRETE —MASONRY UNITS �•y� DRY -STACKED) a - PIER "B" VG CONCRETE (GOOD CONDITION) STRUCTURAL LOAD LIMITATIONS: CODE 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: 40 PSF 7. MIN. ASSUMED SOIL BEARING CAPACITY: 160O PSF 6. OCCUPANCY CLASSIFICATION: R3 9. CONSTRUCTION TYPE: VB 10. THIS BUILDING IS NOT DESIGNED FOR PLACEMENT IN A HIGH VELOCITY HURRICANE ZONE AS DEFINED BY THE FBC. 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. SCANNO 8 r St. Lucie; Q66,61 '-0' 4'-0" O.C. MAX r 1 MAX FACTORY I-BEAMEQtL i I I LLII v Q 00 -0"4'-10" TYP. o LJ MAX 5'-6" MAX � FACTORY I -BEAM FACTORY I-BEAML 00 IF O U �w FACTORY 38.-0. 5'- O' COLUMN LOADS -0 a= 2875 LBS. -vMAX F-1 O2 = 2875 LBS. -- - --- -- im A F-1 4'-10" TYP. 6'-0' MAX 5'-6" MAX MAX —'-- — SPACING—,--- 2 _—(MA INE) O 261• G ar-6• - — — — �— n — in --� — n n n rDn 2'-0" 4'-10" TYP. F-1 MAX 5'-6" MAXI ItrO RiI !'-014'-0" ( MAX MAX 1 43'-0' GROUND ANCHOR INSTALLATION p W/ 10 WOOD SCREW MIFAS N. 1 PENETRATION �L WITH MIN. 14 SCREWS OR 50% SCREW HOLESI FILLED, EVENLY SPACED. BRACKET MAYBE OMITTED ONSITE IF IT IS INSTALLED BY THE MANUFACTDRER 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 B - HOT -DIPPED GALVANIZ ZINC COATING (ASTM STANDARD 123r 9A • .6 OUNCES PER SQUARE FOOT PER S RFACE. 4750 POUNDS MINIMUM BREAK S RENGTH, MARKED EVERY 12 TO 15 INCHES (MANUFACTURER'$ NAME AND ASTM SPEC. D3e953-91 ,'1 1 4" WIDTH. GROUND ANCHORS SHOULD BEi 1. BLOCKING SPACING BASED ON 20PSF LIVE LOAD ON ROOF AND 1500 PSF SOIL BEARING CAPACITY. CERTIFIED BY A PROFESSIONAL, ARCHrrECT 2. CONCRETE BLOCKS ARE ONLY RATED AT 8000 POUNDS, 8000 POUND PIERS OR HIGHER MUST BE 4'-0" O.C. ENGINEER AND/OR NATIONALLY: RECOGNIZED DOUBLE BLOCKED. MAX SPACING LO�ADNCAPACITYY SHOULD THE MINIMUM LEAST EQUAL TO 3. STABILIZER SYSTEM PER OLNER TECHNOLOGIES, INC„ OR EQUNALENT AND ALL SIDEWALL ANCHORS ARE 4725 LBS. SPACED PER PLAN. FOUR FOOT GROUND ANCHOR MAY BE USED. 4. THE MODEL 1101 "V'(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 [-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 ASS AND BEARING AT ALL CONTACT POINTS SHALL NOT BE LESS THAN 2l3 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. 8. ALL PIERS SHALL BE CONSTRUCTED OF 8" X 8" X 16" 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 V-10" TYP,j2'-O' 5'-6" MAX MAX MAX <� NCEN c:E N No. 56196 STATE OF • ^V s • Q• r,fir�I 6-18-2018 FLOOD ZONE INFORMATION 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 4.0' -MINIMUM FINISHED FLOOR ELEVATION TO BE 7.W I zu SYMBOLS 0° G.A. -FRAME TIE -DOWN FASTENED TO GROUND ANCHOR U LU -COLUMN ANCHOR STRAP FASTENED TO GROUND ANCHOR OLIVERTECHNOL-OGIES-TIEDOWN-E GINEERING, OR MINUTEMAN ANCHORS -� LONGITUDINAL & LATERAL BRACING SYSTEM F ®-OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTE MAN ANCHORS LATERAL BRACING SYSTEM ONLY DEWALL MATELINE WALL TIEDOWNS-4'-0' O.C. B"X16' CMU BLOCKS4�- AME OUTRIGGER DRY STACKED PIER (PER PLAN) FLOOR JOISTS FRAME 8-X16- CMU BLOCKS EXISTING DRY STACKED PIER io is I I A4" 2X8 WOOD SHIM THICK SOLID BLOCK CAP .i CONCRETE SLAB I I"X16" (GOOD CONDITION)-�M,�RY CMU BLOCKS STACKED PIER �o o 1 1 N iv MIINGLE-STACKED ANCHOR INSTALLATION1 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" ANCHOR HEAD WITH MIN. 5/8- X 3" WEDGE ANCHOR OR EQUAL F_1 MINIMUM 4' EDGE DISTANCE Senyb Engineering Services 318 S. Scenic Hwy, Ste. 100 Lake wales, FL 33853 THESE STANDARDS AND PLANS MEET THE 2017F.BC- RESIDENTIAL (6THEDITION) D CENTRAL DR7P1WWT1 CUSTOMER: BUFFA ADDRESS: 923 NETTLES BLVD.,JENSEN BEACH, FL34957 # UKNOWN- 20'-0" X 38'-0738'-0" (HUD) DESIGNED FOR20 pSFROOF LNELOAD AND 15W PSF SOIL "A"'E°MODEL Office: 863-589-5980 Fax: 1-866-865-2044 www.senybengineering.com VmT =ULTIMATE DESIGN WIND SPEED= 170 MPH (RISKCATERGORY 11 BUILDING) V—=NOMINAL DESIGN WIND SPEED= 132 MPH (RISKCATERGORY 11 BUILDING)HOMESWebsfte: (TABLE 1609.3.1) l FOUNDATION PLAN AND DETAILS PROVIDED BY1Email: BEARING CAPACITY F- DATE: Info@senybengineering.com MAWV.RICHTER,P.E.#56198 aE S SEND ENGINEERING SERVICESSCALELAKE 1318 © COPYRIGHT 2016 S. SCENIC HWY, STE.100 WALES, FL 8933853 OFFICE: 863.588-5980 SLT�Y�ENG+i��'L-ERI£Efa�VIrE5 . o L+n:incrrin and Uc� •n Cum oy LAKE WALES, FLORIDA 33853 SHEET OF N 1 HANDRAIL GRIP SIZE 114 . 2• .-lZq" max, NONCIRCULAR CIRCULAR Reern�t0lr. d' - 8 �" Perimeter. >6-0° *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. 2X2BALU MIN. (3) SIMPSON'S SDS 1/4" X 4-1/2- WOOD SCREWS FOR RIM JOIST TO POST 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 RISERS THE MAXIMUM RISER HEIGHT SHALL BE 7-3/4 INCHES. THE RISER / SHALL BE MEASURED VERTICALLY BETWEEN EDGES OF THE / / / 6 d E �� R ` LEADING • ADJACENT TREADS. THE GREATEST WITHIN ANY FLIGHT �� `� W RISER HEIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. /.' a 2 w THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES. THE TREAD DEPTH SHALL BE EXISTING STRUCTURE N BETWEEN PLANES OF THE FOREMOST MEASURED HORIZONTALLY THE VERTICAL PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. m�a 0 THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. sU) a -.. — —= -- — - - - p THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BEJt10-GREATER—GREAT- - - - -- - I _ --=v- ,� H� m C a� THAN 9/16 INCH._NOSING-NOL-LESS TJtAN=3/4 1N6F1 BIINOT—tvIORE-TFTA 1-1/N-- 4 INCHES SHALL-8E-PROVIDE�ON STAIRWAYS WITH SOLID RISERS. A NOSING IS NOT REQUIRED WHERE g J THE TREAD DEPTH IS A MINIMUM OF 11 INCHES. Q EACH P.T. POST FASTENED TO PERIMETER' JOIST USING (3) 1/4" X 4-1/2" SIMPSON'S SDS '-0" MAX 2 X 6 P.T. LUMBER (STE U SP#2) 16" O.C. SPACING, FASTEN USING �c5 �� R WOOD SCREWS OR EQUIVALENT. 16D NAILS OR EQUAL a FASTEN P.T. 5/4 DECKING TO P.T. 2X6 JOISTS NTH MIN. 2-3" SCREWS PER CONNECTION r x /o— 4r7Va _4'—O" TYP. ,T. 5/4" X 6 BOARD RAIL CAP u� 6'-0" MAX OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" DIAMETER SPHERE =GUARDSMAYBE WOOD, ALUMINUM, VINYL, OR EQUIVALENT. r .r w 2 X 4 TOP & BOTTOM ATTACHED TO TO POSTS WITH (2)#8 WOOD SCREWS ON INSIDE FACE. O OPENINGS FOR REQUIRED GUARDS ON THE SIDE OF SPHERE 4TAIR 3/8"TREADS ATOPASS THROU HALLOW A T .T. 2X6 30" GROUND ANCHOR W/ TIE DOWN STRAP STRAP TO WRAP AROUND P.T. 2 X 6 TIGHTLY (DO NOT OVER TENSION STRAPS) (EACH SIDES OF LANDING) STAIR AND LANDING ILLUMINATION REQUIRED (1) 2 X 6 P.T. ATTACHED TO POSTS USING (5) 16D NAILS OR EQUIVALENT AT EACH [4O" 0" LANDING HEIGHT = 5 STEPS (MIN.) 2X6 TO POST CONNECTION. LANDING HEIGHT = 7 STEPS (MIN.) ATTACH BALUSTERS TOP &W/ MIN. (1)#8 WOODTSCREW ORB (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 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. k6. CEN.......�ENSN o. 56196STATE OFcL OR S� \aP�\ 00 ••......•• ONAL V ULT =ULTIMATE DESIGN WIND SPEED = 170 MPH VASD =NOMINAL DESIGN WIND SPEED = 132 MPH (TABLE 1609.3.1) (3 second gusts) 318 S. Scenic Hwy, Ste. 100 Lake Wales, FL33853 office: 863-589-5980 Fax:1-866-865-2044 C 0 J g g Lai J w CD LL 0] c- mW(A C) ' ': d N Q z a) DU of C,z NW m� m rri .6 U 3 N e0 a- 0 0: ON Drawing Number: S1 STEP CONSTRUCTI Engineering services s S. Scenic Hwy, Ste 100 Lake Wales, R 33853 © C0pYykl iT i017 j