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HomeMy WebLinkAboutFOUNDATION PLANn ACTORY I -BEAM .T. 2 X8 WOOD CAP 7'5 �.' 4" THICK SOLID CAP BLOCK SCANN51 z 8"X8"X16" CONCRETEBY ASONRY NITS ' •'�•: (DRY-STACIISEO),LIt'Ie C6( P N A PIER "A" EXISTING CONCRETE NOTE: PIER TYPE "A" BIAS A SLAB (GOOD CONDITION) MAXIMUM HEIGHT OF 34 FROM SLAB TO TOP OF P.T. 2 X 8 P.T. 2 X8 WOOD CAP • ''�'�8"XB"X16' CONCRETE Z ASONRY UNITS (DRY -STACKED) n B PIER "B" 4• EXISTING CONCRETE SLAB (GOOD CONDITION) NOTE: PIER TYPE "B" BIAS A MAXIMUM HEIGHT 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: 132mph WIND SPEED 3. WIND EXPOSURE CATEGORY: "D" 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 S. 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. 38'-0"• 2'-0-4'-0- O.C. MAX MAX I Ity I FACTORY 'a I F-1 10 I '-0' 4'-10" TYP. MAX 5'-6" MAX w rni FM FACTORYI-BEAM o Fol_ _ _ _ FACTORY I-B LUJL6'-O" '-0" I MAX 00 MAX SPACING 5'-6" 11 zo -0" 5'-1" TYP. (MATELINE) b F MAX 5-6" MAXI Lu 1n FACTORY I -BEAM F.T. — — —6-4— U k---=—— '-0'14'-0" O.C.l MAX MAX t-UUNUAI KJN NV I es: 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" -0"• GROUND ANCHOR INSTALLATION A BRACKET OR E(�UAL FASSENED TO PERIMETER RAIL Wj10 WOOD SCR�t�w�a MIN. 1 PENETRATION W MIN, 14 SCREWS OR 507 SCREW HOLES FILLED, EVENLY SPACED. BRACKET MAYBE OMITTED ONSRE IF IT IS INSTALLED BY THE MANUFACTURER 2XB . 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 GALVANIZE ZINC COATING ASTM STANDARD 123-89A .6 OUNCES PER SQUARE FOO1 PER S RFACE 4750 EVERY 12UTO 8 5 I NICHES MUM B(MANU REAK ACENGTRERy' MARKNAME AND ASTM SPEC. D3953-91�) 1%54" WIDTH. GROUND ANCHORS SHOULD BE CERTIFIED BY A PROFESSIONAL ARCHITECT 77EEENGGI�INEER AND OR NATIONALLY RECOGNIZED LOADN ACTE ITY TSOFiOLILD BEMATMLUEAAST 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 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 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. WEAM 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. O—V —Du B MAX F-1 4'-10" TYP. '-0" 5'-6" MAX MAX IO MAX rni 0'-6' P_1 5'-1" TYP. '-0" 5'-6" MAX MAX 0 — — — bw 00 MAX" Q = 2875 LBS. Q2 = 2875 LBS. `voNCENT .•�� c E NSF No. 56196 '•� = STATE OF •, • F •''F4 OR Vie;. bd6-18-2018 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 7.0' 34yW 39 llI IS)NOI13dSNI ON b0 BlI 90C NO -Ld3>1 1S(1W 11I�JCINV39dIA9 d SYMBOLS NrnT�A 9*tc line AiNfIOD mDn-i �vF.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 DEWALL MATELINE WALL TIEDOWNS-4'-0" O.C. B'X16" CMU BLOCKS AME OUTRIGGER DRY STACKED PIER (PER PLAN) FLOOR JOISTS FRAME 8"X76" CMU BLOCKS DRY STACKED PIER ,T. 2X8 WOOD SHIM Z 4" THICK SOLID BLOCK CAP �.�� ' - i0 EXISTING is io I I CONCRETE SLAB I -I 8"X16' CMU BLOCKS 1010 Mld (GOOD CONDITION)_'�'"' DRY STACKED PIER SINGLE -STACKED I 1 N ANCHOR INSTALLATION ''—I I1=1I1=11I— EXISTING CONCRETE INSTALLATION 4'-0" GROUND ANCHORS WITH A 5/8" SHAFT AND A DISC OR EQUIV. OPTIONAL TIEDOWN-ANCHOR HEAD AND TENSION BOLT FILE Sen Engineering Services Yb 9 9 318 S. Scenic Hwy, Ste. 100 THESE STANDARDS AND PLANS MEET THE 2017 F.B.C. - RESIDENTIAL (6TH EDITION) DRAWING INFORMATION CUSTOMER: BECKER ADDRESS: 18 NETTLES BLVD„JENSEN BEACH, FL 34957 DESIGNED FOR 20 PSF ROOF LIVE LOAD NAME: Lake Wales. FL W853 CENTRAL MODEL # UKNOWN- 20'-0" X 40'-0"/38'-0' (HUD) AND 1500 PSF SOIL Office: 863-5895980 VOLT =ULTIMATE DESIGN NAND SPEED = 170 MPH (RISK CATERGORY II BUILDING) M.B.J. FOUNDATION PLAN AND DETAILS BEARING CAPACITY Fax: 1-866-865-20" V—=NOMINAL DESIGN WIND SPEED= 132 MPH (RISKCATERGORY II BUILDING) HOMES eLs] PROVIDED BY DATE: Website: www.senybengineeTing.COM (TABLE 1609.3.1) 06.14-2016 F- Email: info@senybengineering.com MARK V.RICHTER,P.E.#58196 E S SENYB ENGINEERING SERVICES 318 S. SCENIC HWY, STE. 100 SCALE: @ COPYRIGHT 2016 LAKE WALES, FL 33853 OFFICE: 863-589 5980 .ifiNYR FNGINFl•S.1NC SEP.V ICF_S An Enpoeerlo6 and D go Company NOT PRINTED TO ICAUEJ LAKE WALES, FLORIDA 33853 SHEET 1 OF 1 HANDRAIL GRIP SIZE .0. k. 24" max r e' i I ^ r x p c 1 ,�. rz�Irr NONCIR.CUdAR CIRCULAR RECESSED Ppfiffletees 4'- 64 Perimeter: >6 " *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. 2 X 2 BALUSTER ---I. 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 FASTEN ED—,___ 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 d� 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" MAX .T. 2X6 .T. 5/4" X 6 BOARD RAIL CAP EXISTING STRUCTURE / EACH P.T. POST FASTENED TO PERIMETER JOIST USING (3) 1/4" X 4-1/2" SIMPSON'S SDS WOOD SCREWS OR EQUIVALENT. OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" DIAMETER SPHERE 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 3'-0" LANDING HEIGHT = 5 STEPS (MIN.) 2X6 TO POST CONNECTION. 4'-0" LANDING HEIGHT = 7 STEPS (MIN.) _ _ __ — - 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 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 a —0" MAX--� \_ 2 X 6 P.T. LUMBER (SP#1 OR SP#2) 16" O.C. SPACING, FASTEN USING 16D NAILS OR EQUAL z a� W p w 1 z4_2 W a 0. N o 0 Co HIST � Q N FASTEN P.T. 5/4 DECKING TO P.T. 2X6 JOISTS WITH e MIN. 2-3" SCREWS PER CONNECTION 2 g ✓ _'nJ rye WW uo THE GUARDS MAYBE WOOD. ALUMINUM, VINYL, OR EQUIVALENT. 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 WTHIN 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. 11 Fli#DP-18-2018 �.N . No. 56196 70 STATE OF s •Z t Q OF'ONAL FILE CO V ULT =ULTIMATE DESIGN WIND SPEED = 170 MPH V ASD =NOMINAL DESIGN WIND SPEED = 132 MPH (rABLE 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 to 1h m w o� N UWmU m rn �0wco o E=1z a? d 2 11 w O U zz z cow CONSTRUCTION Engineering Services 318 S. Scenic Hwy, Ste 100 Lake Wales, FL 33853 © COPYRIGHT 2017 _1% VENTILATION NOTES 1) VENTILATION OPENINGS WITH A PERFORATED (1/4 AND WEATHER RESISTANT RODENTS. HARDI PLANK SIDING OR EQUIVALENT SKIRTING DETAIL PT STUD TO TOP PLATE/RIM JOIST CONNECTION SGL. P.T TOP PLATE. STAGGER SPLICES SIMPSON'S H6 STRAP OR EQUIVALENT. P r PERIMETER WALL FRAMING P.T. 2 X 4 STUDS ® 24" O.C. FASTENED USING 16D NAILS. P.T. WALL TO BE COVERED WITH THERMO—PLY (.113 THICKNESS). THERMO—PLY TO BE INSTALLED WITH 1-1/4" GALVANIZED ROOFING NAILS OR EQUIV. THE FASTENING SCHEDULE IS 3" O.C. ON ALL PANEL EDGES AND 6" O.C. ON INTERMEDIATE SUPPORTS. ALL JOINTS SHALL OCCUR OVER STUDS. THERMO—PLY TO BE COVERED WITH HARDI SIDING OR EQUIV. HARDI SIDING INSTALLED PER MANUFACTURER'S INSTRUCTIONS. SIMPSON'S H2.5 STRAP OR EQUIVALENT. I2 X 4 P.T. BOTTOM PLATE TO CONC SLAB CONNECTION USING 1/2 " X 3-3/4" WEDGE ANCHORS OR EQUIV. 0 3'-0" O.C. W/ (1) 2" X 2" THICK WASHER A SECTION "A" S-2 SHALL BE COVERED FOR THEIR HEIGHT INCH MAXIMUM OPENING IN ANY DIMENSION) CORROSION COVERING THAT IS DESIGNED TO PREVENT THE ENTRY OF 2) A VENT SHALL BE INSTALLED WITHIN 3'-0" OF EACH CORNER OF STRUCTURE P.T. 2 X 4 TOP PLATE TO RIM JOIST CONNECTION FASTENED TO RIM JOIST USING SIMPSON'S 1/4" X 3" SDS WOOD SCREWS OR EQUIVALENT ® 16" O.C. SPACING. (STAGGERED SCREW PATTERN) MATELINE E OUTRIGGER FLOOR JOISTS FRAME -P.T. 2X8 WOOD SHIM 8"X16" CMU BLOCKS DRY STACKED EXISTING CONCRETE SLAB SIDEWALL PERIMETER PIERS NOT SHOWN FOR CLARITY (REFERENCE PG. F-11 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 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. VINYL LAP, HXRDI BOARD, OR EQUIVALENT SKIRTING INSTALLED PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. LUCCO APPLICATION (OPT,) —WOOD —FRAMED WALLS NIT THE THERMO—PLY AND VINLY SIDING WITH STUCCO APPLICATION t2" MIN. P.T. PLYWOOD FASTENED TO WALL STUDS EVERY 3" ON THE )GE OF THE P.T. PLYWOOD AND EVERY 6" IN THE FIELD USING 6D AILS OR EQUAL. THE P.T. PLYWOOD SHOULD BE COVERED WITH FELT WER, METAL LATH, AND STUCCO FINISH. FLOOR JOIST t%4" TOP PLATE NG CONCRETE SLAB 1,',,0418-2018 �NCENT No. 56196 TATE OF ; Fs ••. OR \ .• S ON AL �'111r111,11� U IU 18 0) x o - a0 ED p> LL �. a WN gv-= COz )TuMEJWFILE COPYm vDO Z W z8LCOern u m a w °c 45 These plans and specifications e 1 „ _ .o 12 compp�lyy with Section 1609 of the a O a o 2017 FBC-Residential (6th Edition) VULT =ULTIMATE DESIGN WIND SPEED= 170 MPH Drawing Number. S2` V ASD =NOMINAL DESIGN WIND SPEED = 132 MPH Skirting Details (TABLE 1609.3.1) (3 second gusts) 318 S. Scenic Hwy, Ste. 100 Senyb Engineering Services Lake Wales, FL 33853 318 S. Scenlc Hwy, Ste.100 Office: 863-589-5980 Lake Wales, FL 33853 Fax:1-866-865-2044 A © COPYRIGHT2017