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HomeMy WebLinkAboutapproved plansEXISTING CONCRETE SLAB (GOOD CONDITION) THE FOUNDATION IS DESIGNED, EET THE REQUIREMENTS OF THE FEMA85 CODE IN WHICH THE FOUNDATION MUST RESIST FLOTATION, COLLAPSE, AND LAT MOVEMENT DUE TO THE EFFECTS OF WIND AND WATER LOAF fORY I -BEAM AND ALL OTHER LOADS DURINGTh.:BASE FLOOD. INADDITION,THE FOUNDATION IS DESIGNED TO PROVIDE RESISTANCETO UPLIFT AND OVERTURNING OF THE h_,4E DUETO FLOODANDWIND FORCESATTHEBASE FLOOD. '.T. 2 XB WOOD CAP 37'-0' " THICK SOLID CAP BLOCK '-0 4'-0" O.C. Mn� F LUMN LOADS MAX I:a 2310LBS8"XVX16" CONCRETE C] -2t: T � -MASONRY UNITS —I I�I,• li IIATn - 2310 LBS. A IER "A" 0] i Q 00 F —0" 6'-7" TYP. MAX- T-6° MAX] IIA MUM (HEIGHT OFA348AFROM U) LAB TO TOP OF P.T. 2 X 8 '.T. 2 X8 WOOD CAP " 8"X8"X16" CONCRETE 'd '• '> ASONRY UNITS W.�•: (DRY -STACKED) O •r'; a PIER "B" o 0 MAX 7'-6" (6TH EDITION)&ASLE 7-10 1 MAX MAX 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 S. DESIGN ROOF LIVE LOAD: 20 PSF 8. DESIGN FLOOR LIVE LOAD: 40 PSF 7. MIN. ASSUMED SOIL BEARING CAPACITY: 1600 PSF 6. OCCUPANCY CLASSIFICATION: R3 8. CONSTRUCTION TYPE: VB ID. THIS BUILDING IS NOT DESIGNED FOR PLACEMENT IN A HIGH VELOCITY HURRICANE ZONE AS DEFINED BY THE FBC. 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, 6000 POUND PIERS OR HIGHER MUST BE DOUBLE BLOCKED. 3. STABILIZER SYSTEM PER OLIVER TECHNOLOGIES,INC., OR EQUIVALENTAND ALL SIDEWALLANCHORS ARE SPACEDPERPLAN FOUR FOOT GROUND ANCHOR MAYBE USED 6'-0" MAX SPACING (MATELINE) AVTRX BRACKET OR EQUAL FASTENED TO PERIMETER RAIL W/ k10 WOOD SCREWS MIN. 1 PENETRATION WITH, MIN. 14 SCREWS OR 50% SCREW HOLES FILLED, EVENLY SPACED. BRACKET MAYBE OMITTED ONSITE IF IT IS INSTALIED BY THE MANUFACTUR 2X8. MIN. PERIMETER RAIL FINISHE8, GRADE 11,, PSTEELC9TRAPPING 109000 MINIMUM YIELD STRENGTH, .035- MINIMUM THICKNESS (PLUS OR MINUS .002 IN. - 0.05MM) FINISH B (- HOT -DIPPED GALVANIZ ZINC OUNCES PER SOUANEAF00T 2PER93 RFACE 4750 POUNDS MINIMUM BJtEAK STRENGTH, MARKED EVERY 12 TO 15 INCHES f MANUFACTURER'$ NAME AND ASTM SPEC, D 953-91 , 1 1 4" WIDTH, GROUND ANCHORS SHOULD BECERTIFIED - TCT ESTING ODfYOR NATTHEION MNIMPROFESSIONAL RUMOUL MATE LOAD CAPACITY SHOULD BE AT LEAST EQUAL TO 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 LATERALARM STABILIZING LOCATION. THIS FRAME TIE AND STABILIZER PLATE MUST BE LOCATED WITHIN 18" FROM CENTER OF GROUND PAN. S. 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 LE88 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. T. THE STEEL FRAME OF HOME IS NOT FOR USE OF RELOCATION OF HOME AFTER SETUP, AND IS INTENDED FOR USE AS A PERMANENT FOUNDATION. S. ALL PIERS SHALL BE CONSTRUCTED OF 6"X8"X16" CONCRETE MASONRY UNITS CONFORMING TO ASTM 090. 9. INSTALL BLOCK PIER ON EACH SIDE OF ALL EXTERIOR DOOR OPENINGS. 10. HBEAM 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 —7" TYP.�—� —6" MAX 2'-0" MAX 11 r'1lutrr rr z • No. 56 o , STAT t`cr \� ". FS 0R•1a 6� A.L E�T.% ST.1.L' t� jG�r rrTl''b4-24-2017. 0'-6- 1STi'�Iv(71ECOLT D �P'ISIVI."• J� R 0S LDFOR CO, MAX -1)B�' 'x F.T. _c.A Do i'I.1L:NS.'t9Y1ST -> I'D T:BE 01009 'NO INSPECTION LBEMe'LI'1E, """' L_6'-9" TYP._1`4 . rwyu[.vIY" 1111 vnrvinnviY 7'-6" MAX 2, O„ I - FEMA MAP INDICATES THAT THIS LOT IS IN A FLOOD ZONE AE WITH BASE FLOOD ELEVATION AT 6' NAVD 8B. MAX -LOT SITE GROUND (ESTABLISHED) ELEVATION IS 4A' Q -MINIMUM FINISHED FLOOR ELEVATION TO BE 6.0' C3 TH909 PLANS AND ALL PROPOSED WORK ARE THE RESFONSIBILITYOF THE _ _ 77' G:A. O:A. G,a, E SUBJECT TO N AKY CORRECTIONS CONTRACTOR OF RECORD OUIREO YFIEL.DNSPECTORSTHAT MAX B Y BE NECESSARY IN ORDER TO F o G.A. -FRAME TIE -DOWN FASTENED TO GROUND ANCHOR 0 G.A -COLUMN ANCHOR STRAP FASTENED TO GROUND ANCHOR TECHNOLOGIES, ) TIEDOWNENGINEERING, OR MINUTE MAN ANCHORS LONG( UDINA&LATERALBRACING SYSTEM ® -OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTE MAN ANCHORS LATERAL BRACING SYSTEM ONLY IDEWALL MATELINE WALL TIEDOWNS-4'-0" O.C. 8"X16" CMU BLOCKS RAME OUTRIGGER DRY STACKED PIER (PER PLAN) v FLOOR JOISTS FRMAE 8"X16" CMU BLOCKS .T. 2X8 WOOD SHIM Z Q g DRY STACKED PIER 4" THICK SOLID BLOCK CAP }y CONCRETE SLAB (GOOD CONDI 8"X18" CMU BLOCKS DRY STACKED PIER t0 •I 1 SINGLE -STACKED �.•N 'ANCHOR INSTALLATION EXISTING CONCRETE INSTALLATION 4'-0" GROUND ANCHORS WITH A 51W SHAFT AND A 6" SINGLE DISC OR EQUIV. OPTIONAL TIEDOWN-ANCHOR HEAD AND TENSION RQU c SECTION "E- " ANCHOR HEAD WITH MIN. 5/8" X 3" WEDGE ANCHOR OR EQUAL. MINIMUM 4" EDGE DISTANCE Senyb Engineering Sewces 318 S. Scenic Hwy, Ste. 100 THESE STANDARDS AND PLANS MEET Bth Edi i.) DRAWING INFORMATION CUSTOMER: BAUMGARTNER ADDRESS: 860 NETTLES BLVD., JENSEN BEACH FL 34957 DESIGNED FOR 20 Lake Wales, FL 33853 THE 2014 F e c - RESIDENTIAL ������ � L MODEL#UNDATIONPLANA�N D"ETAI"(HUUi PSF ROOF UVE LOAD PSF SOIL NAME: OfBce!863-5895980 Fax: 1-866-885-2044 Webslte: www.senybengineeeng.com VuLT=ULTIMATE DESIGN VAND SPEED= 17OMPH(RISKCATERGORY IIBUILDING) � Vim=NOMINAL DESIGN WIND SPEED=732 MPH (RISK CATERGORV II BUILDING) (TABLE 16B93.1) - HOMES M.e.J. FOUNDATION PLAN AND DETAILS PROVIDED BY i B�ARI CAP ji SEAR( DATE: Email mfoigsanybengineedng.com MARKV.RICHTER,P.E.#66196 -a( IF 0 V4017 I SENYRENGINEERING SERVICES f J 318 S. SCENIC HWY, SM. 100 SCALE: © COPYWOHi 2M3 oOFFFFIICWALES, 589-59ao "eye"cpnvl"�a"Iao��iF"c"";p"o,-" NOT PRINTED TO SCALE LAKE WALES, FLORIDA 33853 SHEET10F1 HANDRAIL GRIP SIZE "' - 3 2�" max:; c Ef i� ER I � 9 t ml MONICIRCUYAR CIRCULAR RECESSED Petimelee, 41:-641" Perimeter>6q' *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. 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. in 2 X 2 BALUSTER-�I, MIN. (3) SIMPSON'S SOS 1/4" X 4-1/2" 2 WOOD SCREWS FOR RIM JOIST TO POST n CONNECTION, (5) 16d NAILS OR EQUIVALENT P.T, STEP LANDING FLOOR FASTENE TO HOST FLOOR MEMBERS USING SIMPON'S = 1/4" X 3-1/2" SOS WOOD SCREWS OR EQUIV. AT 12" O.C. STAGGERED SCREW PATTERN P.T. 2X6 CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE NO GREATER I. A NOSING NOT LESS THAN 3/4 INCH BUT NOT MORE THAN 1-1/4 INCHE DED ON STAIRWAYS WITH SOLID RISERS. A NOSING IS NOT REQUIRED WHERE EXISTING STRUCTURE EACH P.T. POST FASTENED TO PERIMETER— T. 5/4" X 6 BOARD RAIL CAP JOIST USING (3) 1/4" X 4-1/2" SIMPSON'S SOS WOOD SCREWS OR EQUIVALENT. 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 W/ MIN. (1)#8 WT WOOD SCREW ORBOQUOM 2X 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 2 X 6 P.T. LUMBER (SPp1 OR SP 16" O.C. SPACING, FASTEN USING 16D NAILS OR EQUAL T. 5/4 DECKING TO P.T. 2X6 JOISTS WITH SCREWS PER CONNECTION 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. ` kLlrLre., ,4-24-2017 CEN NO. �E y�61 T o; STATE F F1 'rr FS 0 R \ S/ONAL ,,1'1114111"r V ULT =ULTIMATE DESIGN WIND SPEED = 170 MPH V ASD =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 ma W W N s gH0 a O Hit LJIE F9 �a W F-1 O V wco m o � m ~ CIE, x >o �mmU N W NQ 8�m �D �oFmN mco z ¢ zw y Z ❑Uw n; U, m T w m mmo U�� m vg� 9 .12 a K U ¢ O Drawing .q Number: STEP CONSTRUCTION r, y ngI�ld96 oes 318 S. Scenlc Hwy, Us IM Lake Welae, FL 33853 �C COPYRIGHT W15