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HomeMy WebLinkAboutEngineering/—FACTORY I -BEAM .T, 2 XB WOOD CAP 4" THICK SOLID CAP BLOCK ., 8"X8"X16" CONCRETE �` r'• ASONRY UNITS m (DRY -STACKED) A PIER "A" F -I EXISTING CONCRETE NOTE: PIER TYPE "A" NAS A SLAB (GOOD CONDITION) MAXIMUM HEIGHT OF 36 FRO SLAB TO TOP OF P.T. 2 X 8 I 2 X8 WOOD CAP X18" CONCRETE NRY UNITS -STACKED) "B" GRA SLAB (GOOD CONDITION) NOTE: PIER TYPE "S" JAS 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) S ASCE 7-10 1. ULTIMATE DESIGNWIND SPEED: 170 mph WIND SPEED 2. NOMINALDESIGN WIND SPEED: 132 mph WIND SPEED 3. WIND EXPOSURE CATEGORY: "D" 4. IMPORTANCE FACTOR: 1.0 5. DESIGN ROOF LIVE LOAD: 20 PSF E. DESIGN FLOOR LIVE LOAD: 40PSF 7. MIN. ASSUMED SOIL BEARING CAPACITY: 15OOPSF S. OCCUPANCY CLASSIFICATION: R3 9. CONSTRUCTION TYPE: VB 10. THIS BUILDING IS NOT DESIGNED FOR PLACEMENT INA 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 INA FLOOD PRONE OR ZONE AREA. THE BOTTOM OF THE STRUCTURAL I43EAM 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 AT THE BUILDING SITE MUST BE ABOVE THE FLOOD PLANE LEVEL FOUNDATION NOTES: 1. BLOCKING SPACING BASED ON 2GPSF LIVE LOAD ON ROOF AND 1500 PSF SOIL BEARING CAPACITY. 2. CONCRETE BLOCKS ARE ONLY RATED AT 6000 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 MAYBE USED THE FOUNDATION IS DESIGNED TO MEET THE REQUIREMENTS OF THE FEMA85 CODE IN WHICH THE FOUNDATION MUST RESIST FLOTATION, AND ALL OTHER LOADS DURING THE BASE FLOOD. IN ADDITION, THE FOUNDATION IS DESIGNED TO PROVIDE RESISTANCE TO UPLIFT AND OV 0 1 O ,NO LATERAL MOVEMENT DUE TO THE EFFECTS OF WIND AND WATER L OF THE HOME DUE TO FLOOD AND WIND FORCES AT THE BASE FLOOD. "VJ�NBMCKEf COR EQUALASjSNEOOERINETEfl PAL FILLED, LVENLY SPACED. R PEEN o IXI 2X8. MIN. PERIMETER RAL 4. THE MODEL 1101 M(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. 6. 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 2I3 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 W 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. SKILL BE TYPE I FMINISH 8, GRADE 1, STEEL TRAPPING 109,000 (PLUSU OR NIDUS W2D N. -D O.OSNMILIUM THICKNESS FIFICpaNpISH 8(-A5 HOT5-DIPPED GALVANIZEDZINC OUNTM PERT 60WRE POOT2PER SAMCE 4750 P2 TO SIO IINICDES BMANUF F'S NAME AND EVERY AND ASTM SPEC. 0 53-91 , 1 1 4" WIDTH, GROUND ANCHORS SHOULD BE CERTIFIED BY A PROFESSIONAL ARCHITECT, ENGINEER AND NATIONALLY RECOGNIZED TESTING LABO TORY, THE MINIMUM ULTIMATE LOADS grTY SHOULD BE AT LEAST EQUAL TO COLUMN LOADS 1Q = 2425 LBS. 2Q = 2425 LBS. J o F.T. -FRAME TIE -DOWN FASTENED TO GROUND ANCHOR G.A. -COLUMN ANCHOR STRAP FASTENED TO GROUND ANCHOR Q -OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTE MAN ANCHORS LONGITUDINAL & LATERAL BRACING SYSTEM ®-OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTE MAN ANCHORS LATERAL BRACING SYSTEM ONLY Senyb Engineering Services THESE STANDARDS AND PLANS MEET DEWALL MATELINE WALL CUSTOMER: JIM&CAROLYN JENSEN DESIGNED AR 20� 318 S. Scenic Hwy, Ste. 100 TIEDOWNS-4'-O" O.C. S"X16" CMU BLOCKS/ -FRAME CUTRIGGER NAME: Lake Wales, FL 33853 DRY STACKED PIER CENTRAL Model # UKNDATION '-LANA "-D"� (HUD) INCICAP 1 863569-2044 (PER PLAN) FLOOR JOISTS FOUNDATION PLAN AND DETAILS DETAILS BEA RINcc rAa . C11 Fax:SOIL Fax: 1-88 FRAME HOMES 8"X16' CMU BLOCKS ybeng2044 Website: wAWsenybengineering.com Email: info@senybengineering.9om � `,E DATE: �3D2D17 PROVIDED BY STACKED PIER' 2X8 WOOD SHIMZDRY v `"7T SENYB ENGINEERING SERVICES N b tr THICK SOLID BLOCK CAP © eoPraKRHr zam "RN mEXISTING cLv+F. va,;c�LLRINr SeRr:,_Ig Ao nMneenop"uJ Dm,9n Compenp' CONCRETE SLAB cmum N (V < SHEET 10F1 'X16' CMU BLOCKS RY STACKED PIER m(GOOD INGLE-STACKED - -SLI' II rl I f- -II I ISI 11-1 I I-,1 I I-1 11-1 ANCHOR INSTALLATION 11-1 I f-1 I I-1Tf= I I�-I 11- O F -I EXISTING ON R T INSTALLATION 4'-0' GROUND ANCHORS WITH A 5/8" SHAFT AND A 6' SINGLE DISC OR EQUIV. Senyb Engineering Services THESE STANDARDS AND PLANS MEET ORAMNOINFORMATION CUSTOMER: JIM&CAROLYN JENSEN DESIGNED AR 20� 318 S. Scenic Hwy, Ste. 100 THE 2014 F.B.C.- RESIDENTIAL 15th EEiti.) Address: 478 NETTLES BLVD., JENSEN BEACH, FL 34957 PSF ROOF LIVE LOAD NAME: Lake Wales, FL 33853 CENTRAL Model # UKNDATION '-LANA "-D"� (HUD) INCICAP 1 863569-2044 Vm=ULTIMATE DESIGNWNDSPEED= 170 MPH CATERGORY II BUILDING M.a.J. FOUNDATION PLAN AND DETAILS DETAILS BEA RINcc rAa . C11 Fax:SOIL Fax: 1-88 V` BLE 11 9.1 DESIGN WIND SPEED= 132 MPH (RIBKC4TERGORY II BUILDING) (TABLE 1609.3.1) HOMES ybeng2044 Website: wAWsenybengineering.com Email: info@senybengineering.9om � `,E DATE: �3D2D17 PROVIDED BY F-1 MARK V. RICHTER, P.E. N 56198 318 S. SCENIC 100 v `"7T SENYB ENGINEERING SERVICES SCALE: SM. © eoPraKRHr zam ILS LAKE WALES, WM8L33853 OFFICE: 883S89v980 cLv+F. va,;c�LLRINr SeRr:,_Ig Ao nMneenop"uJ Dm,9n Compenp' NOT PRINTED TO SCALE LAKE WALES, FLORIDA 33853 SHEET 10F1 HANDRAIL GRIP SIZE 1,"' - 243. 1; -2 v max. '• 6' Ao E ` i� I ,Ab l•� NONCIRCULAR CIRCULAR RECESSED Perirnelar.4' - 6, Perimeter: y6 *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 BALUS 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. STRAP TO WRAP (DO STAIR AND LANDING ILLUMINATION REQUIRED 3'-0" LANDING HEIGHT = 5 STEPS (MIN.) 4'-0" LANDING HEIGHT = 7 STEPS (MIN.) 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. MINIMUM TREAD DEPTH SHALL BE 10 INCHES. THE TREAD DEPTH SHALL BE ISURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE, GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE ILLEST 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 AROUND P.T. 2 X 6 TIGHTLY NOT OVER TENSION STRAPS) (EACH SIDES OF LANDING) 4'-0" T. 2X6 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. - PROPOSED DECK USING SIMPSON'S ABU44 OR EQUAL P.T. POST TO DBL RT, 2 X 6 CONNECTION USING SIMPSON'S MSTA18 OR EQUAL 2 X 6 P.T. LUMBER (SP#1 OR SP#2) 16" O.C. SPACING, FASTEN USING 160 NAILS OR EQUAL 2 X 4 TOP & BOTTOM ATTACHED TO Lp T. 2 X 6 FACEPLATE TO P.T. POST CONNECTION TO POSTS WITH (2)#8 WOOD SCREWS USING (2) 1/2 " X 7" THRU BOLT WITH WASHER, NUT OR FASTEN P.T. 5/4 DECKIN TO P.T. 2X6 JOISTS WITH MIN. 2-3' SCREWS PER CONNECTION ON INSIDE FACE. (3) 1/4' X 4-1/2" SIMPSON'S SDS WOOD SCREWS OPENINGS FOR REQUIRED GUARDS ON THE SIDE OF STAIR TREADS SHALL NOT ALLOW A SPHERE 4-3/8" TO PASS THROUGH. GUARDS SHALL BE IONATED ALONG OPEN—SIDED WALKING SURFACES, INCLUDING STAIRS, RAMPS AND THAT ARE LOCATED MORE THAN 30 R INCHES MEASURED VERTICALLY TO THE BOOR OR INCHES ATTACH BALUSTERS TO TOP & BOTTOM GRADE BELOW AT ANY POINT WITHIN 36 INCHES HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. s W/ MIN. (1)#8 WOOD SCREW OR EQUIV, CONCRETE OPTION: IF STEPS ARE INSTALLED ON EXISTING CONCRETE, THE GROUND ANCHORS AND TIEDOWN STRAP CAN BE OMITTED. (3) 2 X 12 P.T. STAIR STRINGERS THE P.T. 4 X 4 POSTS SHALL BE ANCHORED TO THE EXISTING CONCRETE SLAB USING SIMPSON'S L—BRACKET OR EQUIVALENT. 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 ` aray,OP-01-2017 1 N "_ sF •.ti N 196 ` o�:. S E OF S/OVAL E�,,•. V ULT =ULTIMATE DESIGN WND SPEED = WO MPH V ASD =NOMINAL DESIGN WIND SPEED = 132 MPH (TABLE 16093.1)-�Illei (3 second gusts) 1 318 S. Scenic Hwy, Ste 100 Lake Wales, FL 33853 Office. 863589-5980 Fax. 1-866-865-2044 gg_ W � w 885" p N o 0 2 5 = U cO 20O `3 zo Ux 9" W m m6 cry W W to W N y v O F m m 0 , —z o�z'llz mZ Ai SBD zew 8 ~mm 0 tt U ¢ O Drawing gNumber, S LP GONNDSTRUCTION enyb Er,lmeenng SeMcea 318 S. Scenic Hwy, Sb 100 Lake Wales. 833353 G, COPYRIGHT 3015 VINYL SIDING, HARDI BOARD, OR EQUIVALENT SKIRTING DETAIL P.T. SILL EDOFQ7UD,ABOTTOM TlEUSNG (2)/8 SNPER MIN. AL STUB$ TO BE COV€REU N11H'THERA 640 (.113 THICKNESS) RMO—PLY TO BE INSTALLED WITH 1-1/4' GALVANIZED ROOFING NAILS EQUIV. THE FASTENING SCHEDULE IS 3' Q.C. ON ALL PANEL EDGES 6' Q.C. ON INTERMEDIATE SUPPORTS, ALL JOINTS SHALL OCCUR R STUDS. THERMO—PLY TO BE COVERED WTH VINYL LAP SIDING, HARDI RD OR EQUIVALENT. SIDING TO BE INSTALLED PER MANUFACTURER'S (2)SECTION 11A" s-1 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 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. A IT" P TRACK F EN O H . SILL PLATE) USING SIMPSONS 1 4 >S 2-1/2 SDS WOOD $$CREWS OR EpUIV. ®I6 O.C. SPACING. (STAGGEREO SCREW PATTERN) MATELINE E OUTRIGGER FLOOR JOISTS FRAME P.T. 2X8 WOOD SHIM 8"X16" CMU BLOCKS - DRY STACKED /-EXISTING CONCRETE SLAB 2-x8- FLOOR JOIST .2'x8' P.T. SILL PLATE GALVANIZED METAL STUD (26 GAUGE) STUDS O V-4" O.C. i VINYL LAP, BOND, DR EOUIVALENr SKIRTING INSTALLED PER XANIFACTURER'S msr6ucnpNs. GALVANIZED METAL STUD (26 GAUGE) 1NG CONCRETE SLAB of 1s •./p,601-2017 NrIIt n - ' 6 S F /ONAL E ,'/•/IIf/Isif, These plans and specifications compplyy with Section 1609 of the 2014 FBC-Residential (5th Edition) 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, FL 33853 Office: 863-589-5980 Fax: 1-866-865-2044 uJ W Un DreMn�ggNumber ++ Slan,,G Details Englneenng services 8 S. scenic Hwy. 54.1 I.A. Mlee. FL 38853 © WP GHT 2013