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HomeMy WebLinkAboutFOUNDATION PLAN7`5 ACTORY I -BEAM T. 2 X8 WOOD CAP '• . a'. 4' THICK SOLID CAP BLOCK Z B"X8"X16' CONCRETE ASONRY UNITS : (DRY -STACKED) N•.. %.. A PIER "A'' IGRAIDE / EXISTING CONCRETE MAXIMUM PIER OF " bAFSR A SLAB (GOOD CONDITION) SLAB TO TOP OF P.T. 2 X 8 P.T. 2 X8 WOOD CAP 8'X8'X16' CONCRETE ASONRY UNITS I•f% (DRY -STACKED) B PIER "B" GRADE ` EXISTING CONCRETE SLAB (GOOD CONDITION) NOTE: PIER VE 'B- BIAS A MAXIMUM HEIG T OF 54 FROM SLAB TO TOP OF P.T. 2 X 8 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: 1600 PSF 8. 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. FOUNDATION NOTES: 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. SCA! E St. LI.ICII 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 DOUBLE BLOCKED. 3. STABILIZER SYSTEM PER OLIVER TECHNOLOGIES, INC., OR EQUIVALENT AND ALL SIDEWALL ANCHORS ARE SPACED PER PLAN FOUR FOOT GROUND ANCHOR MAY BE USED GROUND ANCHOR INSTALLATION A BRACKET OR EQUAL FASjENED TO PERIMETER RAIL W 10 WOOD SCREWS MIN. 1 PENETRATION W MIN. 14 SCREWS OR 50% SCREW HOLES FILLED, EVENLY SPACED. BRACKET MAYBE OMITTED ONSITE IF IT IS INSTALLED ED BY THE MANUFACTURER 2X8 . MIN. PERIMETER RAIL ALL TIE -DOWN STRAPS, ETC. SHALL BE TYPE 1 FINISH B. GRADE 1, STEEL SITRAPPING 109.000 MINIMUM YIELD STRENGTH, .035` MINIMUM THICKNESS (PLUS OR MINUS .002 IN. - 0.05MM) FINISH B - HOT -DIPPED GALVANIZEpD ZINC COATING �ASTM STANDARD 123-89A): 6 OUNCES ER SQUARE F00T, PER SUURFACE, 4750 POUNDS MINIMUM BREAK STRENGTH, MARKED EVERY 12 TO 15 INCHES SMANUFAC�TURER'S NAME AND ASTM SPEC. D 953-91 , 1 1//4` WIDTH. GROUND ANCHORS SHOULD BE CERTIFIED BY A PROFESSIONAL ARCHITECT ENGINEER ANOR NATIONALLY RECOGNIZED TESTING LABOfiATORY. THE MINIMUM ULTIMATE LOAD CAPACITY SHOULD BE AT LEAST EQUAL TO 4725 LBS. 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 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. — - — - = = 8ALGPIERS SHALL-BE_CONSTRUGTED 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 MAYBE INSTALLED LATERALLY (90 DEGREES FROM THE ORIENTATION SHOWN ON THE LOCATED DIRECTLY BELOW THE [-BEAM CENTERLINE. 11_ ALL MASONRY PIERS MAYBE INSTALLED IN A DRY STACK SUBJECT TO LOCAL JURISDICTION COLUMN LOADS O =2888 LBS. O = 2888 LBS. SYMB k III l l r 11 1* I f.Nr %NS' Ab 6196 OF Q♦ ON AL o6-a12018 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 4A' -MINIMUM FINISHED FLOOR ELEVATION TO BE 7.0' v0F.T. A -FRAME TIE -DOWN FASTENED TO GROUND ANCHOR -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 8"X16" CMU BLOCKS IDEWALL MATELINE WALL TIEDOWNS-4'-O" O.C. AME OUTRIGGER DRY STACKED PIER (PER PLAN) ¢ EXISTING aO ip SLAB 1 1 CONDITION)�Nl . FLOOR JOISTS FRAME 8"X16" CMU BLOCKS DRY STACKED PIER x ¢ jtr4" 2XB WOOD SHIM z a THICK SOLID BLOCK CAPiCONCRETE "X16" CMU BLOCKS oON(GOOD RY STACKED PIERVV INGLE-STACKED N,N ANCHOR INSTALLATION I I I I E10STING CONCRETE INSTALLAIION li � 4'-0" GROUND ANCHORS WITH A 5/8" SH ANDE r L# 6" SINGLE DISC OR EQUIV. v 'p1 OPTIONAL TIEDOWN-ANCHOR HEAD AND TENSION BOLT IY '' nSECTION 'E—E " ANCHOR HEAD 4 EDGE H MIN. 5/8- X 3- WEDGE ANCHOR OR EQUAL. CUSTOMER: SCHACHINGER Senyb Engineering Services THESE STANDARDS AND PLANS MEET DRAWING INFORMATION ADDRESS: 987 NETTLES BLVD, JENSEN BEACH, FL 34957 DESIGNED FOR 20 PSF ROOF LIVE LOAD 318 S. Scenic Hwy, Ste. 100 Lake Wales, FL 33853 THE 2017 F.B.C. - RESIDENTIAL (6TH EDITION) CENTRAL MODEL # UKNOWN- 20'-0" X 37'-0" (HUD) AND 1500 PSF SOIL NAME: 0111e:863589-6980 Vu,=ULTIMATE DESIGNWNDSPEED=170MPH (RISK CATERGORYIIBUILDING) M.B.J. FOUNDATION PLAN AND DETAILS BEARING CAPACITY Fax: 1-866-865-2044 Website: www.senybenglneering.com V� =NOMINAL DESIGN WIND SPEED = 132 MPH (RISK CATERGORY II BUILDING) (TABLE 1609.3.1) HOMES ` IeN ("-� PROVIDED BY r DATE Email: Infogisenybenglneering.com MARK V. RICHTER, P.E. # 56198 I� os 31 2018 SEIIYR ENGINEERING SERVICES 1!� _ SCALE;' NOT PRINTED1bSCALE 318 S. SCENIC HWY, STE.100 LAKE WALES, FL 33853 5ENYu ENL-b'tiEEitlt•l�t• fERY1CI-- LAKE WALES, FLORIDA 33853 SHEET 1 OF 1 © COPYRIGHT 2017 OFFICE: 8635895980 1nLnn�ineerngnndUeslynCumpnoy r HANDRAIL GRIP SIZE 11P 0. r#- 4 max. y4; I U, rya 4•. � •_m..f..2� � C i I R� E NONCISCULAR CIRCULAR REtDESSED PefimGteic 41- 6; Perimeter: peas *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 TOA 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. 2 X 2 BALUSTER --I. z_ 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 FASTENS 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 o I M.� 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 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 6'-0" MA) .T. 2X6 .T. 5/4" X 6 BOARD RAIL CAP EXISTING STRUCTURE / 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 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. 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) 3'—O" LANDING HEIGHT = =STEPS(MIN.) (1) 2 X 6 P.T. ATTACHED TO POSTS — 4'-0" LANDING HEIGHT = USING (5) 16D NAILS OR EQUIVALENT AT EACH 2X6 TO POST CONNECTION. ATTACH BALUSTERS TO TOP & BOTTOM 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 FASTEN P.T. 5/4 DECKING TO P.T. 2X6 JOISTS WITH MIN. 2-3" SCREWS PER CONNECTION THE GUARDS MAYBE WOOD, ALUMINUM, VINYL, OR EQUIVALENT. 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. Ar-01=2018 % AGENT J o. 56196 1.- - ATE OF ' 4 OR 0NAL 1,11111111,10 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 r- Lo o� CO mLU 0 0 ~Ca z zz Z mn w U I2 Drawing Number. S1 EP CONSTRUCTION nyb Engineering Services 8 S. Scenic Hwy, Ste 100 Lake Wales, FL 33353 © COPYRIGHT 2017 J L