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HomeMy WebLinkAboutSURVEYaV'`r �J�JMED BY FND. 5/8" I.B. NO I.D. LOT 887 [ : r P� r.K REQ. Fac%T S J 4 . r ifi� �kQES � jQ { FIEAR ` ZNG. h 'fECH. FND. NAIL / FND. 5/8" I.B. CAP #LB7893 E.0.16' / LOT 883 BEARING BASE S.70'30'00"W. 298.0' (P) 297.93' (F) k`� S.70 30'00'W 34.64' LOT 886 PROPOSED DWELLING MINIMUM FINISH FLOOR ELEVATION 6.0 N.A.V.D. 88 PROPOSED FINISH FLOOR ELEVATION 8.5 N.A.V.D. 88 �I2o Zw i O_V) \� FND. 5/8" tk ` S.7030 00 W. 34.64 P-C N� I.B. NO I.D. 0 BENCHMARK SET NAIL & TAB ELEVATION 4.15 N.A.V.D. 1988 4, 4. h 4o 910 PROPERTY LOCATED IN FLOOD ZONEi AE BASE ELEVATION, 6.0 COMMUNITY PANEL NO.t 120285-0311-J DATEDi 02/16/2012 PROPERTY STREET ADDRESS, 886 NETTLES BLVD. JENSEN BEACH, FL., 34957 IFND. I.B. NO 1: 24.41' (P—F) FND. 5 I.B. NO I.D.I.DNESE PLANS AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. SURVEYOR'S NOTES 1. SURVEY OF DESCRIPTION AS FURNISHED BY CLIENT, UNLESS OTHERWISE NOTED. 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, BUILDING SETBACKS, AND/OR RIGHTS -OF -WAY OF RECORD BY ACCURIGHT LAND SURVEYING, INC. 3. ELEVATIONS SHOWN HEREON ARE RELATIVE TO NORTH AMERICAN VERTICAL DATUM OF 1988, SEE SURVEY FOR REFERENCE BENCH MARK, UNLESS OTHERWISE NOTED. 4. THERE ARE NO ABOVE GROUND ENCROACHMENTS, UNLESS LOT 885 OTHERWISE NOTED. 5.ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. SYMBOLS ® — WATER METER 00.00 X — EXISTING ELEVATION q — CENTERLINE LEGEND A/C - AIR CONDITIONER FND. - FOUND CONC. - CONCRETE COV'D - COVERED I.P. - IRON PIPE I.D. - IDENTIFICATION I.B. - IRON BAR E.O.P. - ECGE OF PAVEMENT O.H.W. - OVERHEAD WIRE LB - LICENSED BUSINESS R/W - RIGHT-OF-WAY N. & W. - NAIL & WASHER C.M. - CONCRETE MONUMENT P.B. - PLAT BOOK PG. - PAGE N - NORTH E - EAST W - WEST S - SOUTH N.A.V.D. 88 - NORTH AMERICAN VERTICAL DATUM 1988 N.G.V.D. 29 - NATIONAL GEODETIC VERTICAL DATUM 1929 SET I.B. - SET 5/8' IRON BAR CAP #4459 (P) - DENOTES DISTANCE, ANGLE OR BEARING BY FURNISHED DESCRIPTION (F) - DENOTES MEASURED DISTANCE, ANGLE OR BEARING (C) - DENOTES CALCULATED DISTANCE, ANGLE OR BEARING LEGAL DESCRIPTION LOT 886, NETTLES ISLAND PROJECT SECTION 2, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 16, PAGE 1, IA THROUGH 1J OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. EARLE R. STARK - SSIONAL LANtr9URVEY01 REGISTRATION NO. 4459 - STATE OF FLORIDA SURVEY NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED LAND SURVEYOR AND MAPPER H z O 0 M w a 0 (U \ m fU 0 w J W Ix 0 0 J a 2 H z u- a 0 a' a A A 0 o N 0 c� W o (� N W (U F cq II � Q ca A :. a Wz A Y W J W a i ;:4 c1 ZK x II Ld V) z J Q z 0 w Ld Z tl. V) 0 N�J- U) �m nn Ncu N w U y C3 W -J Y u- C) A Q op rn HANDRAIL GRIP SIZE NONCIRCIlILiAR CIRCULAR cry 1.1.s 6 3 Type 11 PerairaRlet 4' -.64" REICE9SE01 (R3115.4.3 Type Ill. P$YIIt1$t�t:.sg`� *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. 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. 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. -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. NOTES 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 PROJEI 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. 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. 1. ATTACH BALUSTERS TO TOP & BOTTOM z � W/ MIN. (1)#8 WOOD SCREW OR EQUIV. THESE PLANS AND ALL PROPOSED WORK AND SUBJECT 3O ANY CORRECTIONS REQUIRED FY FIELD INSPECTORS THAT MAY SENECESSARY INI ORDER i'Up COMPLY WITH ALL APPLICABLE CODES. CONCRETE OPTION: IF STEPS ARE INSTALLED ON EXISTING CONCRETE, THE GROUND ANCHORS, TIEDOWN STRAP AND ANGLE BRACKET 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. (3) 2 X 12 P.T. STAIR STRINGERS ALL STAIR COMPONENTS TO BE PRESSURE TREATED LUMBER ALL FASTENERS IN CONTACT WITH P.T. LUMBER TO BE HOT DIP GALVANIZED OR STAINLESS STEEL These plans and specifications comply with Section 1609 of the 2010 FBC-Residential V ULT =ULTIMATE DESIGN WIND SPEED = 170 MPH (RISK CATERGORY II BUILDING) Aso MINAL DESIGN WIND SPEED = 132 MPH TERGORY II BUILDING) AB,W6_1609.3.1) _ f 318 S. Scenic Hwy, Ste. 100 Lake Wales, FL 33853 Office: 863-589-5980 Fax:1-866-865-2044 U) 7 W m � `1Q j LJi. O a cc .Na. m W W Q w �� a)0l' Z E ww ANOazCO z 0U �ofCOW CJ 1; w - Drawing Number: S1 =P CONSTRUCTION 4- 11 ISenyb Engineering Services 8 S. Scenic Hwy, Ste 100 Lake Wales, FL 33853 © COPYRIGHT 2012 L - — j VINYL SIDING, HARDI BOARD, OR EQUIVALENT SKIRTING DETAIL RETTOPAT TUDF STEN U TO HOST P.T. SILL PLATE) USING SIMPSONS 1%4 )S 2-1/2 SOS WOOD �IDEWALI/ � AGGEREED OR EQUIV. PIATTEftN)SPACING. P.T. SILL PLATE—� END OFOSIUD,AONE PERROFMLANGEC�MIIN�NG (2) 8 "O.C. 1-1 4" FLANGE AND 'A 1 RETURN AL STU S 0 2 BE COVERED WITH ERMO—PL (.113 THICKNESS) RMO—PLY TO BE INSTALLED WITH 1-1 j f GALVANIZED ROOFING NAILS EQUIV. THE FASTENING SCHEDULE IS O.C. ON ALL PANEL EDGES i 6" O.C. ON INTERMEDIATE SUPPORTS. ALL JOINTS SHALL OCCUR R STUDS. THERMO—PLY TO BE COVERED WITH VINYL LAP SIDING,' HARDI RD OR EQUIVALENT. SIDING TO BE INSTALLED PER MANUFACTURER'S SLAB A SECTION "A" s-1 VENTILATION NOTES 1) VENTILATION OPENINGS SHALL BE COVERED FOR THEIR HEIGHT AND WITH A PERFORATED (1/4 INCH MAXIMUM OPENING IN ANY DIMENSION) AND WEATHER RESISTANT COVERING THAT IS DESIGNED TO PREVENT THL RODENTS. 2) A VENT SHALL BE INSTALLED WITHIN 3'-0" OF EACH CORNER OF STRUCTURE FLOOD VENT NOTES 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. E OUTRIGGER FLOOR JOISTS FRAME '--P.T. 2X8 WOOD SHIM 8"X16" CMU BLOCKS DRY STACKED /—EXISTING CONCRETE SLAB MATELINE 'ALL PR®PCSED WORK AND S'SBJECT TO ANY CORRECTIONS PECTORs DRAT REQUIRED NEC>ESS RYY FIELD �IN ORDER a 0 �,tiAY �E COMPLY WITH ALL APPLICABLE CODFSo )OR JOIST T. SILL PLATE '.ED METAL STUD (26 GAUGE) 1'-4" O.C. NIZED STUD (26 GAUGE) INCRETE SLAB / / / / / VINYL LAP, HARDI BOARD, 13R EQUIVALENT SKIRTING INMTtl LED PER MANUFACTURER'S CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. V ULT =ULTIMATE DESIGN WIND SPEED = 170 MPH (RISK CATERGORY II BUILDING) VASD=W(9NINAL DESIGN WIND SPEED = 132 MPH L'Q to. E. yr I i;: a 318 S. Scenic Hwy, Ste. 100 Lake Wales, FL 33853 Office: 863-5895980 Fax: 1-866-865-2044 W O x 0 LIJ o °a°0LU Z �Ex m x E Z d«�°Lij �'w oU�Zmw� >� W co�� m m U Q O IVLIITIb€l.— S2 Storting Details nyb Engineering Services B S. Scenic Hwy, Ste. 100 Lake Wales, FL 33853 © COPYRIGHT 2013 I 4 ..N I -BEAM - - -� T. 2 X8 WOOD CAP ,_ •';-a•,-4' THICK SOLID CAP BLOCK �• `XB'X16• CONCRETE MASONRY UNITS A PIER "A" , �EIDSTING CONCRETE NOTE: PER TYPE "A' HAS A Il SLAB (GOOD CONDITION) MAXIMUM HEIGHT OF 38' FROM SLAB TO TOP OF P.T. 2 X B i-P.T. 2 XB WOOD CAP ,•••. � W CONCRETE MASONRY UNITS B PIER "B" , EXISTING CONCRETE SLAB (GOOD CONDITION) NOTE: PIER TYPE "B' HAS A MAXIMUM HDGHT OF Se FROM SLAB TO TOP OF P.T. 2 X 8 STRUCTURAL LOAD LIMITATIONS: CODE EDITION: 2010 FLORIDA BUILDING CODE & ASCET-10 1. ULTIMATE DESIGN WIND SPEED: 170 mph WIND SPEED 2. NOMINAL DESIGN WIND SPEED: 132 mph VBNDSPEED S. WIND EXPOSURE CATEGORY: "D" 4. IMPORTANCE FACTOR: 1A 6. INTERNAL PRESSURES: ✓2:.9 28A INTERIOR ✓2 .9 SIA END S. DESIGN ROOF LIVE LOAD: 20 PSF T. DESIGN FLOOR LIVE LOAD: 40 PSF 8. MIN. ASSUMED SOIL BEARING CAPACITY: 1000 PSF S. OCCUPANCY CLASSIFICATION: R3 10. CONSTRUCTION TYPE: VB 11. THIS BUILDING IS NOT DESIGNED FOR PLACEMENT INA HIGH VELOCITY HURRICANE ZONE AS DEFINED BY THE FBC. 12. THIS BUILDING IS NOT DESIGNED TO BE SUBMERGED OR SUBJECTED TO WAVE ACTION WHEN LOCATED IN A FLOOD PRONE OR ZONE AREA. THE BOTTOM OF THE STRUCTURAL IAEAM MUST BE LOCATED ABOVE THE BUILDING SITE FLOOD PLANE LEVEL FOR THIS BUILDING TO BE LOCATED INA FLOOD PRONE OR ZONE AREA OR T14E THE GRADE AT THE BUILDING SITE MUST BE ABOVE THE FLOOD PLANE LEVEL. JY -V -0-4'-0- O.C. a1 -0 MAX MAX MAX 15"-0' SHEARINALL FACTORY I -BEAM A� �. O °D I ° L6'-O°TYP. _ 0 0 1 F '-0" 6'-0" TYP. A 6'-0" MAX 2' 0 � MAX I W MAX 6'-0" MAX F-I I. I 18'-6" 33'- _ 0" FACTORY I -BEAM MAX 1 FACTORY I --- - - --- r--------- 1 •-0,. -BEAM A I 2 O a L6'-0" MAX L6 b o I '-0' SPACING (MATELINE) 6'-0" TYP. A TYP. 6'-0" MAX 2'-0'ICIJ F � w Max 6'-0" MAX F-1 MAXI I FACTORY I -BEAM D MAX B F-1 MAX MAX 0'-0" i I, THE FOUNDATION IS DESIGNED TO 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. FLOOD ZONE NOTE: HOME IS TO BE PLACED IN A FLOOD ZONE, THIS PLAN WILL REQUIRE 12 HYDROSTATIC VENTS. (BASED UPON EAGI,H VENT PROVIDING 65 SQ. INCHES OF FREE FLOW SPACE). ACTUAL VENT FLOOD ZONE INFORMATION LOCATIONS ARE DICTATED BY SITE CONDITIONS AND WILL BE LOCATED ONSITE BY CONTRACTOR. FEMAMAP INDICATES THAT THIS LOT ISINA FLOOD ZONE THE BOTTOM OF EACH OPENING IS TO BE LOCATED NO HIGHER THAN 1 FOOT ABOVE THE GRADE AE WITH BASE FLOOD ELEVATION AT 6' NAVD 88. THAT IS IMMEDIATELY UNDER EACH OPENING. -LOT SITE GROUND (ESTABLISHED) ELEVATIONS ARE 4.5' 8 4.7 1 IlflMuIt,EEEVMQNFAT"W 7�S)a-crriEAM COLUMN LOADS 1� = 2888 LBS. 2� = 2888 LBS. FOUDATION NOTES: 1. BLOCKING SPACING BASED ON 20PSF LIVE LOAD ON ROOF AND 1000 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 EQUIVALENTAND ALL SIDEWALL ANCHORS ARE SPACED PER PLAN. FOUR FOOT GROUND ANCHOR MAY BE USED. 4. THE MODEL 1101 V(LONGITUDINAL 8, 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, SPLIT$, AND SIMILAR IMPERFECTIONS. SHIMS SHALL BE OF P.T. LUMBER, CEDAR, OR ABS AND BEARG 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. 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. -R -IN4•T LL-BLO •KpIERON:EACH.RIDE OF.ALI-FXTFRIORDOOR --ENINGSr - - - - - - 10. I -BEAM SUPPORT PIERS MAYBE 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 -I 8"X16' CMU BLOCKS DRY STACKED PIER (PER PLAN) I �a EXISTING o Co CONCRETE SLAB I -I (GOOD CONDITION)_11 I -P-11 IEWALL MATEUNE TIEDOWNS-4'-O" O.C. AME OUTRIGGER FLOOR JOISTS FRAME .T. 2X8 WOOD SHIM Z 4' THICK SOLID BLOCK CAP 8'X16. CMU BLOCKS DRY STACKED PIER O M,M SINGLE -STACKED ANCHOR INSTALL ATION EXISTING CONCRETE INSTALLATION 4'-0" GROUND ANCHORS WITH A 5/8' SHAFT AND A THESE PLANS AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL .APPLICABLE CODES. SYMBOLS F.T. -FRAME TIE -DOWN FASTENED TO 0° G.A. GROUND ANCHOR. ANCHOR ANCHOR STRAP FASTENED TO GROUN OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING MINUTE MAN ANCHORS, OR EQUIVALENT LONGITUDINAL 8Y LATERAL BRACING SYSTEM -OLIVER TECHNOLOGIES, TIEDOWN ENGINEERINI ® MINUTEMAN ANCHORS, OR EQUIVALENT LATERAL BRACING SYSTEM ONLY GROUND ANCHOR INSTALLATION AA BRACI0.T FASTENED TO PERIMETER RAIL W f0 WOOD SCREWS MIN. 1' PENETMRON WITH MIN. 14 SCREWS OR SOX SCREWHOLFS FILLED. EVENLY SPAM. 8'X16' CMU BLOCKS DRY STACKED PIER 2 o ro 2XB . MIN. PERIMETER RAIL ALL TIE -DOWN STRAPS. ETC., SMALL BE TYPE 1 FINISH B. GRADE 1. STEEL STRAPPING 109,000 MINIMUM YIELD STFDFM..035' MINIMUM THICKNESS (PLUS OR MINUS .002 IN. - 0.05MM) FINISH B - HOT -DIPPED GALVANIZED ZINC COATING SUNQARD 123-89A :.9 OUNCE SDUARE F00T. PER S�RFACE. 4750 FOUNDS MINIMUM BREAK STENGTH. MARKED EVERY 12 TO 15 INCHES UFACTURER'E NAME AND ASTM SPEC. 953-01). 1 1/4' WIDTH. GROUND ANCHORS SHOULD DE CERTIFIED BY A PROFESSIONAL ARCHITECT. ENGINEER AND/OR NATIONALLY RECOGNIZED TESTING lABORRORY. THE MINIMUM WORKING LOAD CAPACITY SHOULD BE AT LEAST EQUAL TO 4725 LBS. ANCHORS SHOULD BE EMBEDDED AT LEAST 12' ABOVE THE WATER TABLE Senyb Engineering Services 318. S. Scenic Hwy, Ste. 100 Lake Wales, FL33853 THESE STANDARDS AND PLANS MEET THE 2010 F.B.C. - RESIDENTIAL DATE VuLT =ULTIMATE DESIGN VMND SPEED= 170 MPH (RISK CATERGORY II BUILDING) CENTRAL DRAWING INFORMATION CUSTOMER: BAI <- 'ro ADDRESS: 886 NETTLES BLVDPSF Model # UNK DESIGNEDFOR20 ROOF LNE LDAD IAND1000PSFSOIL "AME° Phone: 863-589-5980 pA.g.J. . B 1 Y JACOBSEN HOMES-20' BEARING CAPACITY Vann =NOMINAL DESIGNWIND SPEED = 132 MPH (CATERGORY II BUILDING) ({0 (TABLE 1609.3.1) N14AIH OMES FOUNDATION PLAN A D - ' L DATE: Fax: 1-866-865-2044 I E 12•oa-zo14 PROVIDED BY 2 F-1 o G.NI WOOD P.E..100 EONARD G. WOOD (OKEECHOBEE) ? SCALE: 318 S. S 318S.SCENICHwY,sTE.,00 REGISTERED PROFFESSIONAL SEX.BENGIPLEEQINGS'eRVLCES SENYB ENGINEERING SERVICES © EOPYR6NT>fl 2 oFFCE BE836895980 ENGINEER # 47377 ARE9aDeer9s6Dd rY�Dc9mFsA� NOTpRINTEDTOSCALE Lake Wales, Florida 33853 SHEET OF3