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HomeMy WebLinkAboutENGINEERINGi I -BEAM 2 X8 WOOD CAP THE FOUNDATION IS DESIGN( o` `,LMEET THE REQUIREMENTS OF THE FEMA85 CODE IN WHICH THE FOUNDATION MUST RESIST FLOTATION, COLLAPSE, AND LATFn" . MOVEMENT DUE TO THE EFFECTS OF WIND AND WATER LOP.^v- AND ALL OTHER LOADS DURINt !BASE FLOOD. IN ADDITION, THE FOUNDATION IS DESIGNED TO PROVIDE RESISTANCE TO UPLIFT AND OVERTURNING OF TW '.DUE TO FLOOD AND WIND FORCES AT THE BASE FLOOD. { J THICK SOLID CAP BLOCK Z 8"X8"X16' CONCRETE ASONRY UNITS = •'�: (DRY -STACKED) CO VIER "A" �•((7 EXISTING CONCRETE SLAB (GOOD CONDITION) T. 2 X8 WOOD CAP "-� 8"X8'X16' CONCRETE " ASONRY UNITS 'f (DRY -STACKED) B PIER "B" i � 1•J MISTING CONCRETE iLAB (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: "0" 4. IMPORTANCE FACTOR: 1.0 5. DESIGN ROOF LIVE LOAD: 20 PSF S. DESIGN FLOOR LIVE LOAD: 40 PSF 7. MIN. ASSUMED SOIL BEARING CAPACITY: 1500 PSF B. OCCUPANCY CLASSIFICATION: R3 S. CONSTRUCTION TYPE: VB 10. THIS BUILDING IS NOT DESIGNED FOR PLACEMENT IN A HIGH VELOCITY HURRICANE ZONE AS DEFINED BY THE FBC. 32'-0" 8 i Q o �',114 COLUMN LOADS: No. 9 MAX 4' MAX C MAX Q = 1155 LBS. ST F 0 20 - 1155 LBS. FACTORY I -BEAM VSnal '•.4 R •• • .,,• /O.. v 5'-7.TYP. •,,. NAL E,a 0 z I 6'-0" i 10 -o" 5'-7" TYP. A w MAX 6'-0" MAX F-t MAXI I -a m 4'-1' 10'-1• I T. RL-gnitir_ i l`IT1'0 ST. LUCK CO �T3TY FACTORY I -BEAM TcEVIE\\'I:D FO N'IP LZh E 00 _ Lw IEVIEVVE D B Lw O.C. — — — — — ® — � — — — DATE � MAX MAX rLAN A1vD Fg T ._ ST �� I PT JOB RECEIVED s'-o" MAX ORNO RT INSPECTION WILL BE Y1ADE• ¢ I SPACING 5'-6` TYP. JAN 1 1 2018 0 z I (MATELINE) 6'-0" MAX 2'-0` MaLIJ xtl 6'-0" MAx F , MAX I ST. Lucie CounCy, Per IT)Ieeirti � I aFMFACMRY I -BEM 11 o F.T. K.T. o 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 4.3' MINIMUM FINISHED FLOOR ELEVATION TO BE 6.0' 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 MAYBE USED -0" ( MAX GROUND ANCHOR INSTALLATION Ay�R BRACKET OR E�UAL FASTENED TO PERIMETER RAIL W/10 WOOD SCREW MIN. 1 PENETRATION WITH MIN. 14 SCREWS OR 50% SCREW HOLES FILLED. EVENLY SPACED. BRACKET MAYBE OMITTED ONSFTE 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 B - HOT-D PPED GALVANIZEDZINC . COATING CASTM ST DARD 123-89A .6 OUNCES PER SQUARE FOOT, PER S RFACE 4750 POUNDS MINIMUM BREAK STRENGTH, MARKED EVERY 12 TO 15 INCHES (MANUFACTURER'$ NAME AND ASTM SPEC. D3953-91)), 1 1 4" WIDTH. GROUND ANCHORS SHOULD BE CERTIFIED BY RA PROFESSIONAL ARCHITECT ENGINEER AND OR NATIONALLY RECOGNIZED LOADCAPACITYSHOULD THE MINIMUM LEAST ULTIMATE 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 213 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 FOUN642ME PLANS AND ALL PROPOSED WORK 8. ALL PIERS SHALL BE CONSTRUCTED OF 8" X 8' X 16' CONCRETE MASONRY UNITS CONFORMING TO ASTM C90. ARE SUBJECT TQ ANY CORRECTIONS 9. INSTALL BLOCK PIER ON EACH SIDE OF ALL EXTERIOR DOOR OPENINGS. REQUIRED BY F/0-0 jNSPECTORS THAT 10. 1-BEAM SUPPORT PIERS MAY BE INSTALLED LATERALLY (90 DEGREES FROM THE ORIENTATION SHOWN ON THE FOUNDATION PLAN). MUST'S LOCATED DIRECTLY BELOW THE I -BEAM CENTERLINE. AY BE NECESSAAV IN ORDEN Y0 11. ALL MASONRY PIERS MAY BE INSTALLED IN A DRY STACK SUBJECT TO LOCAL JURISDICTION COMPLY WITp ALI. AP1"61CABLR HALED FASTENERS OR A71 ACHME:' ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD 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 ®-OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTE MAN ANCHORS LATERAL BRACING SYSTEM ONLY MATELJNE WALL ' O.C. j] 8"X16" CMU BLOCKSRIGGER DRY STACKED PIER(PER PLAN)FLOOR JOISTS #IDE FRAME 8"X16" CMU BLOCKS DRY STACKED PIER x 2X8 WOOD SHIM aEXISTING " THICK SOLID BLOCK CAP CONCRETE SLAB "X16' CMU BLOCKS 10 oit(GOOD CONDITION) RY STACKED PIER I 1NA INGLE-STACKED iq f I_I t—1 1 1 1— I-III=III=III=I M I I -I I I —I I I —I I I —I ,-1 I 15 ECTION " - " ANCHORINSTALLATION EXISTING CONCRETE INSTALLATIONCON�E�INSTALLA�ON 4'-0" GROUND ANCHORS WITH A 5/8" SHAFT AND A F-t 6" SINGLE DISC OR EQUIV. Senyb Engineering Services Hwy, Ste. 318 S. Scenic H THESE STANDARDS AND PLANS MEET THE 2017 F.B.C. - RESIDENTIAL (6TH EDITION) DRAWING INFORMATION CUSTOMER: BINION ADDRESS: 1173 NETTLES BLVD, JENSEN BEACH, FL 34957 DESIGNED FOR 20 Lake wales, FL 33853 CENTRAL�Fln MODEL # UKNOWN- 23'-8" X 32'-0'126'-0" (HUD) PSF ROOF LIVE LOAD AND IWO PSF SOIL NAME: Office: 863-589-5980 V" =ULTIMATE DESIGN WIND SPEED = 170 MPH (RISK CATERGORY II BUILDING) M.B.J. FOUNDATION PLAN AND DETAILS BEARING CAPACITY Fax: 1-866-8engine4 Website: www.senybengineering.com Vim=NOMINAL DESIGN WIND SPEED =132MPH (RISK CATERGORYIIBUILDING) (TABLE 1609.3.1) 11 l�' l �� HOMES PROVIDED BY�• DATE:Email: irFiD@senybengineering.com MARKS. RIGHTER, P.E.E 500 S to-04 zot7 SEWS ENGINEERING SERVICES 318 S. SCENIC HWY, STE.100 -ALE' NOT PRINTED TO SCALE © COPYRIGHT 201E LAKE WALES, FL 33853 OFFICE: 863-589-5980 SEN'YB ENGENEERFNG SERVICES An LAKE WALES, FLORIDA 33853 SHEET 1 OF 1 r HANDRAIL GRIP SIZE 1=" : 2q 1 4-01 .2. max. @ • E _ 0 11 r 1 w 6 P c E NOIICIRCUiARCIRCULAR RECESSED Petititettr: 4-- 6,'- Perinleler. x61" *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. 71 i , -2 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. EXISTING STRUCTURE /� USE JOIST HANGERS—"" (SIMPSON'S LUS28) OR EQUIVALENT C' , o 2 X 8 P.T. LUMBER (SP#1 OR SP#2r cV 16" O.C. SPACING, FASTEN USING 16D NAILS OR EQUAL USE JOIST HANGERS (SIMPSON'S LUS28) OR EQUIVALENT J FLOOR = 36" P.T. POST TO EXISTING CONC, SLAB CONNECTION 4'-8" O.C. USING SIMPSON'S ABU44 OR EQUAL —0" (TYP )18'-6" FASTEN P.T. 5/4 DECKING TO P.T, 2X8 JOISTS WITH MIN. 2-3" SCREWS PER CONNECTION P.T. DBL, 2 X 8 FACEPLATE TO P.T. POST CONNECTION USING (2) 1/2 " X 10" THRU BOLT WITH WASHER, NUT OR (4) 1/4" X 4-1/2" SIMPSON'S SDS WOOD SCREWS 4'-0" TYP. T. 5/4" X 6 BOARD RAIL CAP 8'-0" MAX 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 SPHERE 4TAIR 3/8TREADS SHALL NOT TO PASS THROUGH. A . 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) NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. ATTACH BALUSTERS TO TOP & BOTTOM W/ MIN. (1)#8 WOOD SCREW OR EQUIV. (3) 2 X 12 P.T. STAIR STRINGERS (1) 2 X 6 P.T. ATTACHED TO POSTS USING (5) 16d NAILS OR EQUIVALENT AT EACH 2X6 TO POST CONNECTION. 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 24 INCHES HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. STAIR AND LANDING ILLUMINATION REQUIRED 3'-0" LANDING HEIGHT = 5 STEPS (MIN.) 4'-0" LANDING HEIGHT = 7 STEPS (MIN.) 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. < # ,1;03-2018 �.�NCEN .••' These plans and specifications comply with Section 1609 of the ♦ �; 2017 FBC-Residential (6th Edition) V ULT =ULTIMATE DESIGN WIND SPEED =170 MPH No VASD -NOMINAL DESIGN WIND SPEED = 132 MPH (TABLE 1609.3.1) �� � ►• �' `4./ ♦ (3 second gusts) ��� '•••...••• \ \ 318 S. Scenic Hwy, Ste. 100 ONAL-\`���, Lake Wales, FL 33853 ♦ , , + , ' 1 ' r Office: 863-589-5980 Fax: 1-866-865-2044';'• 1 � g 72 m a W new w I1�L W x =a U C Q IE M IE 1- � M z CLu zWrAU m2_� -o O r M oQzw 0 ' :z w�� Ti v 01 h Drawing Number: S1 nyb Engineering Services 8 S. Scenic Hwy, Ste 100 Lake Wales, FL 33853 © COPYRIGHT 2015 j