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HomeMy WebLinkAboutEngineering!: 7-/ /G-6 1Y I -BEAM T. 2 X8 WOOD CAP ••. M •. �4' THICK SOLID CAP BLOCK 8'4-XIV CONCRETE ASONRY UNITS �! •y.' (DRY -STACKED) A PIER "A" • F-1 \_EXISTING CONCRETE NOTE PIER TYPE 'A' HAS A SLAB (GOOD CONDITION) MAXIMUM HEIGHT OF 36' FROM SLAB TO TOP OF P.T. 2 X 8 P.T. 2 XB WOOD CAP ••" a'X8-mr CONCRETE ASONRY UNITS • ,! :�,: (DRY -STACKED) �• B PIER "B" .1,• F_1 / •• GRADE EXISTING CONCRETE SLAB (GOOD CONDITION) NOTE PIER TYPE 'B' HAS A MAXIMUM HEIGHT OF 54' FROM SLAB TO TOP OF P.T. 2 X 8 STRUCTURAL LOAD LIMITATIONS: CODE EDITION: 2014 FLORIDA BUILDING CODE (5TH 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. DE61GN FLOOR LIVE LOAD: 40 PSF 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 VELOCITY HURRICANE ZONE AS DEFINED BY THE FBC. 11. THIS BUILDING IS NOT DESIGNED TO BE SUBMERGED OR SUBJECTED TO WAVE ACTION WHEN LOCATED IN A FLOOD PRONE OR ZONE AREA. THE BOTTOM OF THE STRUCTURAL I -BEAM MUST BE LOCATED ABOVE THE BUILDING SITE FLOOD PLANE LEVEL FOR THIS BUILDING TO BE LOCATED IN A FLOOD PRONE OR ZONE AREA OR THE THE GRADE ATTHE BUILDING SITE MUST BE ABOVE THE FLOOD PLANE LEVEL. 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. FLOOD ZONE INFORMATION FEMA MAP INDICATES THAT THIS LOT IS IN A FLOOD ZONE ,E WITH BASE FLOOD ELEVATION AT T NAVD 88. SITE GROUND (ESTABLISHED) ELEVATION IS 3.6 MUM FINISHED FLOOR ELEVATION TO BE 7.OST. WITH- MIN 14SCRENS OR SOX SCREWH �""IMEIER RAIL FILLED, EVENLY SPACED. BRACKET MAYBE OMITTED ONSRE IF R IS INSTALLED BY THE MANUFACTURER 2X8 . MIN. PERIMETER RAIL FOUNDATION NOTES: 1. BLOCKING SPACING BASED ON 2OPSF LIVE LOAD ON ROOF AND 1600 PSF SOIL BEARING CAPACITY. 2. CONCRETE BLOCKS ARE ONLY RATED AT 8000 POUNDS, 8000 POUND PIERS OR HIGHER MUST BE 4'-O' G.C. DOUBLE BLOCKED. MAX SPACING 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 1 101"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 ASS AND BEARING AT ALL CONTACT POINTS SHALL NOT BE LESS THAN 2f3 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 " ALL TIE -DOWN STRAPS ETC. SHALL BE TYPE 1 EL S FINISH B, GRADE 1, 9ETRAPPING 109,000 MINIMUM YIELD STRENTH, .035' MINIMUM THICKNESS (PLUS OR MINUS .002 IN. - 0.05MM) FINISH N�B (p-�THMOT-DIPPPgEO GALVANIZED ZINC OUNCES PER ()DARE FS0T12PER9S�R�ACE 4750 POUNDS MINIMUM BpEAK S7'EWTH, MARKER EVERY 12 TO 15 INCHES (MANUFACWRER'E NAME AND ASTM SPEC. 953-91. 1 1 4' WIDTH. GROUND ANCHORS SHOULD BE CERTIFIED BY A PROFESSIONAL ARCHITECT ENGINEER AND/OR NATIONALLY RECOGNIZED TESTING LABO ORY. THE MINIMUM ULTIMATE LOAD CAPACITY SHOULD BE AT LEAST EQUAL TO 4725 LBS. AL Cho?. pg lq OUNTTY BUILDC DMSI N FOR cos - tiTc ,IVED BY 3 AN"D PERFfUT MUST BE KEPT ON ) INSPECTION WILL BE NLADE. YM v F.T. -FRAME TIE -DOWN FASTENED TO GROUND ANCHOR 0 G.A. • -COLUMN ANCHOR STRAP FASTENED TO GROUND ANCHOR OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTE MAN ANCHORS LONGITUDINAL 81 LATERAL BRACING SYSTEM ®-OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTE MAN ANCHORS LATERAL BRACING SYSTEM ONLY DEWALL MATEUNE WALL TIEDOWNS-4'-O' O.C. 8"X16' CMU BLOCKS AME OUTRIGGER DRY STACKED PIER (PER PLAN) FLOOR JOISTS FRAME 8'X16' CMU BLOCKS T. 2X8 WOOD SHIM Z a DRY STACKED PIER x a EXISTING io 4' THICK SOLID BLOCK CAP It 0 CONCRETE SLAB I I (GOOD CONDITION N st• 8a o 'X16' CMU BLOCKS DRY STACKED PIER I I I I NIA SINGLE -STACKED a N J _ • .. �, �I � �- 1E � d I 1-1 11=i 11=1 11=1 I I-1 11-1 I 1-1 I I-i I 1=1�- -II 1=I I I= 11=1 11= r " „ G SECTION E-E F-t ANCHOR INSTALLATION EXISTING CONCRETE INSTALLATION 4'-0' GROUND ANCHORS WITH A 5/8- SHAFT AND A 6' SINGLE DISC OR EQUIV. .. .eF.'y e ' t C Senyb Engineering Services 318 S. Scenic Hwy, Ste. 100 THESE STANDARDS AND PLANS MEET THE 2014 F.B.C. - RESIDENTIAL (5th Edition) DRAWING INFORMATION CUSTOMER: TURNER.(LOT ## 386) Address: 10725 S. OCEAN DR., JENSEN BEACH, FL 34957 w - DESIGNED FOR NAME: Lake Wales, FL 33853 CENTRAL n n n -0 (HUD) Model # UKNDATI PSF ROOF LIVE LOAD LOAD AND PSF SOIL Office: 863-5895980 Vw =ULTIMATE DESIGN WIND SPEED= 170 MPH (RISKCATERGORY 11 BUILDING) M.B.J. N PLAN FOUNDATION PLAN AND DETAILS N AND DE BEARING BEAR'NGCAPAcrry CAP CIT Fax: 1-866-865-2044 V- =NOMINAL DESIGN WIND SPEED = 132 MPH (RISK CATERGORY II BUILDING) TABLE 1609.3:1 ( ) HOMES DATE: Websfte: www.senybengineering.com Email: info@senybenginearing.cem MARK V. RICHTER. P.E. # 56198 RES PROVIDED BY F- 318 S. SCENIC STE.100 SENYB ENGINEERING SERVICES SCALE: NOT PRINTED TO SCALE © COPYRIGHT 2015 LAKEWALES,FL33B53 L 33 OFFICE: 863-5695980 a£NYS E'NGINEERThG SERVICES An En eerin and Des n Com an �° X R Company Lake Wales, Florida 33853 SHEET 1 OF 1 HANDRAIL GRIP SIZE 114" 2;. a a 1'4 2" % max Av 1 E c f5 rt iN IONCIRCUi.AR CIRCULAR R6ritnelen 4"- 6'" RECE35ED Perimeier: �84" *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. 2 X 2 BALUS MIN. (3) SIMPSON'S SIDS 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. 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) 4'-W T. 2X6 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. .T. 5/4" X 6 BOARD RAIL CAP OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" DIAMETER SPHERE (1) 2 X 6 P.T. ATTACHED TO POSTS USING (5) 16d NAILS OR EQUIVALENT AT EACH 2X6 TO POST CONNECTION. =THEGUAROS MAYBE WOOD, ALUMINUM, VINYL, OR EQUIVALENT. 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 WOODTSCREW ORBOTTOM EQUIV. 3'-0" LANDING HEIGHT = 5 STEPS (MIN.) 4'-0" LANDING HEIGHT = 7 STEPS (MIN.) STAIR AND LANDING ILLUMINATION REQUIRED 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. (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 CE ' gar. N o. '• � 6 �; • ST T4 F OR ON Ak-