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HomeMy WebLinkAboutENGINEERING - FOUNDATION & DETAILSTHE 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, MY I -BEAM 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. T. 2 X8 WOOD CAP '• "'• 4- THICK SOLID CAP BLOCK Z 8"X8"X16' CONCRETE 2 ASONRY UNITS •: (DRY -STACKED) toN A NPIER "A" :4�� •J ;,. • , ,•. EXISTING CONCRETE NOTE: PIER TYPE -A- OAS A R��� SLAB (GOOD CONDITION) S ABMTO TOPGOF P T 2 X BOM -P.T. 2 X8 WOOD CAP JS. A; B'XB'X16' CONCRETE MASONRY UNITS (DRY -STACKED) e PIER "B" EXISTING CONCRETE SLAB (GOOD CONDITION) 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. DESIGN FLOOR LIVE LOAD: 40 PSF 7. MIN. ASSUMED SOIL BEARING CAPACITY: 1600 PSF B. 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. 2'-0" 4'-0" O.C. MAXt MAX ,A. Q'i Ion v '-0" 5'-10" TYP ml F MAX 6'-6" MAX OV - - - - - - - - - - LW FACTORY I —BEAN m 00 .1 '-0" 5-10" TYP. W MAX 6'-6" MAX �V) A 1. BLOCKING SPACING BASED ON 2OPSF LIVE LOAD ON ROOF AND 1500 PSF SOIL BEARING CAPACITY. 2. CONCRETE BLOCKS ARE ONLY RATED AT 8000 POUNDS, 8600 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 MAX GROUND ANCHOR INSTALLATION A X BRACKET OR EQUAL FAS'jENED TO PERIMETER RAIL W 10 WOOD SCREWS MIN. 1 PENETRATION MIN. 14 SCREWS OR 50% SCREW HOLES FILLED, EVENLY SPACED. BRACKET MAYBE OMITTED ONSITE 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 SITRAPPING 109.000 MINIMUM YIELD STRENGTH, .035- MINIMUM THICKNESS (PLUS OR MINUS .002 IN. - 0.05MM) FINISH B - HOT -DIPPED GALVANIZED ZINC COATING (ASTM STANDARD 123-89A- .6 OUNCES PER SQUARE FOOT PER SURFACE 4750 POUNDS MINIMUM BREAK STRENGTH, MARKED EVERY 12 TO 15 INCHES (MANUFAtTURER'$ NAME AND ASTM SPEC. Dsa953-91 1 1 4' WIDTH. GROUND ANCHORS SHOULD BE CERTIFIED BY A PROFESSIONAL ARCHITECT ENGINEER AND/OR RRyyNATIONALLY RECOGNIZED LOADNCAPACIOTYY SHOULD BEMATMULFA4TLnM AT 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 MADDING 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 5-0- 2-0 i-iq TYP MAX 6'-6T MAX COLUMN LOADS 1Q = 975 LBS. 2Q = 975 LBS. 3Q = 3340 LBS. ® = 3340 LBS. 0 = 2118 LBS. © = 2118 LBS. D 102 FLOOD ZONE INFORMATION i -15 TYP. FEMA MAP INDICATES THAT THIS LOT IS IN A FLOOD ZONE 6'-6 I MAX --o' I AE WITH BASE FLOOD ELEVATION AT 6' NAVD 88. MAXLOT SITE GROUND (ESTABLISHED) ELEVATION IS 4.0' dI -MINIMUM FINISHED FLOOR ELEVATION TO BE 6.9 v F.T. -FRAME TIE -DOWN FASTENED TO GROUND ANCHOR 0 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 IDEWALL MATEUNE WALL TIEDOWNS-4'-D' O.C. 8"X16' CMU BLOCKS AME OUTRIGGER DRY STACKED PIER (PER PLAN) FLOOR JOISTS FRAME 8"X18' CMU BLOCKS EXISTING fV io CONCRETE SLAB CONDITION)1N,� 2X8 WOOD SHIM Z Q THICK SOLID BLOCK CAPINt0 "X16" CMU BLOCKS io 0(GOOD RY STACKED PIER .i I YtF4' DRY STACKED PIER NjjINGLE-STACKED ^:cV tiANCHOR INSTALLATION '�—III_III—III— EXISTING CONCRETE INSTALLATION 4'-O' GROUND ANCHORS WITH A 5/8- SHAFT AND A S" SINGLE DISC OR EQUIV. OPTIONAL TIEDOWN-ANCHOR HEAD AND TENSION BOLT SECTION " p-E-E" ANCHOR HEAD WITH MIN. 5/8' X 3- WEDGE ANCHOR OR EQUAL, 1 MINIMUM 4' EDGE DISTANCE Senyb Engineering Services 318 S. Scenlc Hwy, Ste. 100 THESE STANDARDS AND PLANS MEET THE 2014 F.B.C. - RESIDENTIAL (51h Edition) DRAWING INFORMAMON CUSTOMER: MARINA BILLANE ADDRESS: 2149 NETTLES BLVD, JENSEN BEACH, FL 34957 DESIGNED FOR20 pSF ROOF I PIE LOAD NAME Lake wales, FL 33853 CENTRAL MODEL # UKNOWN- 20'-0- X 45'-0" (HUD) AND 1600 PSF SOIL Office: 863589-5980 VVLT =ULTIMATE DESIGN 11MND SPEED = 170 MPH (RISK CATERGORY II BUILDING) M,B,j, FOUNDATION PLAN AND DETAILS BEARING CAPACITY Fax: 1-866-865-2044 Vim=NOMINAL DESIGNIMND SPEED= 132 MPH (RISKCATERGORY II BUILDING) HOMESeL DATA Website: www.senybengineeHng.com (TABLE 1609.3.1) PROVIDED BY Email: info(a�senytlengineering.comIL MARK V. RIGHTER P.E. # 68198 ` I � 07-31-2017�e®T1 SEWB EN INEERING SERVICES -- 318 S. SCENIC HWY, STE. 100 v' SCALE: - -- © COPYRIGHT2015 LAKE WALES. FL 33853 OFFICE: 863-589-5980 SENYB ET:UI`..`EERIITG SERVICES A"En eeringnndOesig"Company NOT PRINTED TO SCALE LAKE WALES, FLORIDA 33853 SHEET 1 OF 1 HANDRAIL GRIP SIZE 1$„"fie 14 max. c' Iq r- Cnir i - - 'NCINCIACULAR CIRCULAR RECF, S Perimeter. 4" • 64', Perimeter: >641' *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. 'k 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. 2X2BALUS 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 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" T1P, T. 5/4" X 6 BOARD RAIL CAP 6'-0" MAX T. 2X6 EXISTING STRUCTURE / 2O EACH P.T. POST FASTENED TO PERIMETER---/ ��2 X 6 P.T. LUMBER (SP#1 OR SPy2) JOIST USING (3) 1/4• X 4-1/2" SIMPSON'S SDS '-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. ATTACH BALUSTERS TOP & W/ MIN. (1)#8 WOODTSCREW OR QUOM 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 (3) 2 X 12 P.T. STAIR STRINGERS 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.) 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 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. 0-04-2017 ;', .. �E F •.yam' No. 5 6 •. 0 -° • STAT • C = �• ` r Fs"•••4 O K 10• •• \ ONAL ���i�rtttr� 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: 863-589-598 Fax:1-866 865-204 EaE r9'i z �� a�pyaA p W 12;5W v-;w w " a w re 0 � ® p 0 @6 d' C J a, 5 J � Qm o" z J W LU � J LLI a ;ohm v O J Z W O'I-rw W N� Gi a)0 .� N >v u U Drawing Number: S1 =P CONSTRUCTION Senyb Engineering Services 318 S. Scenic Hwy, Ste 100 Lake Wales, FL 33853 © COPYRIGHT 2015 j