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HomeMy WebLinkAboutBoundary Survey 2-18-157 0 z NpU- O 19g6 9EaGN'�pN h k9 tJ P� SSE OOMMON 20 ,� fK' � FND. N. & W. 11LB. #4223 �J �(d Q •� 40. C6 O Cj O +� T0X40 Gi FND. 5/8" I.B. CAP #1272 �. '\ S.0.3' E.0.2' \o66�O CP-' LOT 26 BLOCK F 59- Eal \� 1\01 o�' � _ o 5.5 Y�4 s.0, LOT 25 BLOCK F PROPOSED DWELLING MINIMUM FINISH FLOOR ELEVATION 7.0 N.A.V.D. 88 PROPOSED FINISH FLOOR '. ELEVATION 9.5 N.A.V.D. 88 PROPERTY LOCATED IN FLOOD ZONE, 'AE' BASE ELEVATIONI 7.0 COMMUNITY PANEL NU.e 120285-0314-J DATEDi 02/16/2012 PROPERTY STREET ADDRESSs 10725 SOUHT OCEAN DRIVE #209 JENSEN BEACH, FL., 34957 PREPARED FORS �� TIMOTHY & MARY McAVOY FND 5/8" I.B. 5, CAP #4459 LOT 12 BLOCK F LOT 24 BLOCK F }t-RCONt a ull Ls CCVi SIDES -� G. t 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 NATIONAL GEODETIC VERTICAL DATUM OF 1929, SEE SURVEY FOR REFERENCE BENCH MARK, UNLESS OTHERWISE NOTED, 4. THERE ARE NO ABOVE GROUND ENCROACHMENTS, UNLESS OTHERWISE NOTED, &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. LEGEND A/C - AIR CONDITIONER FND. - FOUND CONC. - CONCRETE COV'D - COVERED SEC. - SECTION TWN. - TOWNSHIP RGE. - RANGE 1 I.B. - IRON BAR E.O.P. - ECGE OF PAVEMENT LB - LICENSED BUSINESS I.D. - IDENTIFICATION R/W - RIGHT-OF-WAY N. & W. - NAIL & WASHER N - NORTH E - EAST W - WEST S - SOUTH D - DELTA/CENTRAL ANGLE R - RADIUS L - LENGTH N.A.V.D. 88 - NORTH AMERICAN VERTICAL DATUM 1988 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 25, BLOCK F, HOLIDAY OUT IN AMERICA AT ST. LUCIE INC, ACCORDING TO THE PLAT THEREOF RECORDED AT PLAT BOOK 14, PAGE 28, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. '00• ST. LUCIE COUNTY ' . BUILDING DIVISION �Ja REVIEWED FOR Coo EVIEWED W ATE �G PLANS AND PERMIT G° MUST BE KEPT ON JOB OR j� NO INSPECTION WILL BE MADE P\G f, o L © In, LOT 13 BLOCK F b G FND. 1/2" I.B. CAP #LB4223 FND. 5/8" I.B. CAP #4459 COMMON USE A - 3 LOT 14 BLOCK F SYMBOLS El - CABLE TV BOX i - LIGHT POLE © - PHONE BOX [El - ELECTRIC BOX 00.00 X - EXISTING ELEVATION .q - CENTERLINE F C BOUNDARY SURVEY ACCURIGHT 1AND SURVEYING, INC. IW— EARLE R A — PROFESSIONAL LAND SURVEYOR REGI TION 'NO� 4459 — STATE OF FLORIDA SURVEY NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED LAND SURVEYOR AND MAPPER In 0 tU \ m (U 0 W J W O o J W x ti z z a z o vi a 0 v 0 IL O \ 01 x Co. N w 3 QJ W } F a oa U La Fa z J W 0- � A \W N/ L.L^- f� V 9 F— Q �^ /J V/ O U w Ld QZ J Imo. Z4 W Z 0 w m vim. nn 0000 N 0i N I,.1 U VINYL SIDING, HARDI BOARD, OR EQUIVALENT SKIRTING DETAIL AL D 6 GA 0 TOP TRACK FASTEN4 TO HOST,�'.T. SILL PLATE) UCREWS ORSE( IV' Ca➢116 O.0 /SPACCIINGWOOD . �— SIDEWALL� STAGGERED S REW PATTERN P.T. SILL PLATES STUD TO TOP AND BOTTOM TRACK USING (2)j8 END OF STUD, ONE PER FLANGE MIN, PERIMETER ��77i1WALLL FRAMING /2) ETALOST26 GAUGE) UDS 1T04BE COVER D W1ATH1 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 VINYL LAP SIDING, HARDI BOARD OR EQUIVALENT. SIDING TO BE INSTALLED PER MANUFACTURER'S A SECTION "A" s-1 VENTILATION NOTES 1) . VENTILATION OPENINGS SHALL BE COVERED FOR THEIR HEIGHT -AND WIDTH WITH A PERFORATED (1/4 INCH MAXIMUM OPENING IN ANY DIMENSION) CORROSION AND WEATHER RESISTANT COVERING THAT IS DESIGNED TO PREVENT THE ENTRY OF RODENTS. 2) A VENT SHALL BE INSTALLED WITHIN S-0" OF EACH CORNER OF STRUCTURE 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 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. AME OUTRIGGER FLOOR JOISTS FRAME T. 2X8 WOOD SHIM 8"X16" CMU BLOCKS DRY STACKED /—EXISTINI CONCRETE SLAB MATELINE WALL 2'x8' FLOOR JOIST .2"x6" P.T. SILL PLATE GALVANIZED METAL STUD (26 GAUGE) STUDS ® V-4" O.C. GALVANIZED METAL STUD (26 GAUGE) ING CONCRETE SLAB i i i VINYL LAP, HARDI BOARD, OR EQUIVALENT SKIRTING INSTALLED PER MANUFACTURER'S INSTRUCTUINS. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. These ULT =ULTIMATE DESIGN WIND SPEED = 170 MPH (RISK CATERGORY II BUILDING) VA MINA DESIGN WIND SPEED = 132 MPH �CATERGOR;IIBUILDING) , Leonard G. "Geoff' Wood P.E.#47377 318 S. Scenic Hvq, Ste. 100 Lake Wales, FL 33853 Office: 863589-5980 Fax: 1-866-865-2044 RYI-BEAM T. 2 X8 WOOD CAP • . M'. �4' THICK SCUD CAP BLOCK 8'X8"X16' CONCRETE .,;,•,y, MASONRY UNITS A PIER "'A" F-1 \_FXSTING CONCRETE NOTE; PIER TYPE 'A' HAS A SLAB (GOOD CONDITION) MAXIMUM HEIGHT OF 36" FROM SLAB TO TOP OF P.T. 2 X 8 -P.T. 2 X8 WOOD, CAP :• 8'X8'X16• CONCRETE 1` ;., MASONRY UNITS e IER "B" F-1 �E705TINO CONCRETE SLAB (GOOD CONDITION) NOTE PER TYPE 'B' HAS A MAXIMUM HE]GHT OF 54' FROM SLAB TO TOP OF P.T. 2 X 8 STRUCTURAL LOAD LIMITATIONS: CODE EDITION:20W FLORIDA BUILDING CODE & ASCET40 1. ULTIMATE DESIGN WIND SPEED: 170 mph WIND SPEED 2. NOMINAL DESIGN WIND SPEED: 132 mph V,1ND SPEED 3. WIND EXPOSURE CATEGORY: "0" 4. IMPORTANCE FACTOR: to 8. INTERNAL PRESSURES: ✓26.9 QSA INTERIOR .26.9 41.6 END S. DESIGN ROOF LIVE LOAD: 20 PSF 7. DESIGN FLOOR LIVE LOAD: 40 PSF S. MIN. ASSUMED SOIL BEARING CAPACITY: 1000PSF 9. OCCUPANCY CLASSIFICATION: R3 10. CONSTRUCTION TYPE: VB 11. THIS BUILDING I9 NOT DESIGNED FOR PLACEMENT INA HIGH VELOCITY HURRICANE ZONE AS DEFINED BY THE FBC. 12. THIS BUILDING 19 NOT DESIGNED TO BE SUBMERGED OR SUBJECTED TO WAVE ACTION WHEN LOCATED INA FLOOD PRONE OR ZONE AREA. THEBOTTOMOFTHESTRUCTURAL 1SEAM MUST BE LOCATED ABOVE THE BUILDING SITE FLOOD PLANE LEVEL FOR THIS BUILDING TO BE LOCATED INA FLOOD PRONE OR ZONE AREA OR THE THE GRADE AT THE BUILDING SITE MUST BE ABOVE THE FLOOD PLANE LEVEL. -0" 4'-0- O.C. MAXt MAX I FACTORY I -BEAM i o DO 0 'ol 0 v '-0" 5'-3" TYP Ld MAX 6'-0" MA) (!1 MAX 0" 0'-6' I FACTORY 1-BEAM LLU FACTORY I -BEAM a 0 ZO I F O U �.� FACTORY I -BEAM Y-0" 6'-0" TYP MAXF6'-O" MA> 0 !'-014'-O" ( MAX MAX -3v �I -0" MAX 2'-0'' MAXI I Lail n - IIYI� rl -ur 6'-0" MAX SPACING (MATEUNE) 1'-Oj" L� nTiEKE Lui L6;-O6 A�---- -0' MAX 2'-0' MAX -0` MAX SYMBOLS v-0j.. F.T. -FRAME TIE -DOWN FASTENED TO G.A. GROUND ANCHOR. 0 ANCHOR ANCHOR STRAP FASTENED TO GROUND iN OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING, j MINUTE MAN ANCHORS, OR EQUIVALENT LONGITUDINAL & LATERAL BRACING SYSTEM -OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING, ® MINUTE MAN ANCHORS, OR EQUIVALENT LATERAL BRACING SYSTEM ONLY 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 13 HYDROSTATIC VENTS. (BASED UPON EACH 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. -FEMAMAPINDICATES THAT THIS LOTISINAFLOODZONE THE BOTTOM OF EACH OPENING IS TO BE LOCATED NO HIGHER THAN 1 FOOT_ ABOVE THE GRADE AE WITH BASE FLOOD ELEVATION AT T NAVD 88. THAT IS IMMEDIATELY UNDER EACH OPENING. -LOT SITE GROUND (ESTABLISHED) ELEVATIONS ARE 5.7 & 5.5 -MINIMUM ELEVATION AT BOTTOM OF I -BEAM TO BE 8.0' COLUMN LOADS 0 = 1928 LBS. 20 = 1928 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 EQUIVALENT AND ALL SIDEWALL ANCHORS ARE SPACED PER PLAN. FOUR FOOT GROUND ANCHOR MAYBE USED. 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 ASS AND BEARG AT ALL CONTACT POINTS SHALL NOT BE LESS THAN 2/3 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, 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 J 8"X16" CMU BLOCK DRY STACKED PIER (PER PLAN) �g EXISTING o is CONCRETE SLAB I I (GOOD C ONDITIONr,,�,-t G SECTION "E-E" F-1 MATELINE WALL -0" O.C. OUTRIGGER FLOOR JOISTS FRAME P.T. 2X8 WOOD SHIM -4" THICK SOLID BLOCK CAP Z X a - 8"X16" CMU BLOCKS O DRY STACKED PIER SINGLE -STACKED K%110 ANCHOR INSTALLATION EXISTING. CONCRETE INSTALLATION 4'-0" GROUND ANCHORS WITH A 5/8" SHAFT AND A 6' SINGLE DISC OR EQUIV. A BRACXET FASTENED TO PERIMETER RAIL W 10 W000 SCRONS NON. 1' PENLiRATION WITH MIN. 14 SCREWS OR BOX SCREWHOLE5 FILLED. EVENLY SPACED. 8"X16" CMU BLOCKS DRY STACKED PIER o to I 1 It.It 2XB . MIN. PERIMETER RAL ALL TIE -DOWN STRAPS. ETC.. SHALL BE TYPE 1 FINISH B. GRADE 1, STEEL STRAPPING 109.000 MINIMUM YIELD sTRENTH, AW MINIMUM THICKNESS (PLUS OR MINUS .002 IN. - O.DSMM) FINISH B - HOT -DIPPED GALVAN® ZINC COAMNO STANIWND 123-Ns9A L .a OUNCES ER SQUARE F00T. PER S ACE, 47M POUNDS MINIMUM BREAK WENGTH, MARKED EVERY 12 TO 15-INCHES MANUFACTUREWE NAME AND ASTM SPEC, D 953-91). 1 1/4- WIDTH. GROUND ANCHORS SHOULD BE CERTIFIED BY A PROFESSIONAL ARCHITECT. ENGINEER AND/OR NATIONALLY RECOGNIZED TESTING LABOWORT. THE MINIMUM WORKING LOAD CAPACITY SHOULD BE AT LEAST EQUAL TO 4725 LBS. ANCHORS SHOULD.BE EMBEDDED AT LEAST 12' ABOVE THE WATER TABLE Sen bEn Engineering Services y 9 9 318. S. Scenic Hwy, Ste. 100 THESE STANDARDS AND PLANS MEET THE 2010 F.B.C. - RESIDENTIAL CENTRAL DRAWING INFORMATION CUSTOMER: DEFOSTER ADDRESS: 10725 S. OCEAN BLVD, LOT # 209, JENSEN BCH, FL 34957 20 DESIGNED LIVE LOAD PSF ROOF LIVE LOAD NAME. Lake Wales, FL 33853 DAT Model # UNKNOWN AND 1000 PSF SOIL Phone: 863-589-5980 Vulr =ULTIMATE DESIGN W NDSPEED = 170 MPH (RISK CATERGORY II BUILDING) V- =NOMINAL DESIGN WIND SPEED = 132 MPH (CATERGORY II BUILDING) 1609.3.1), HOMES M.B.J. JACOBSEN HOMES-20'-O" X52'-0"130'-OR FOUNDATION PLAN BEARING CAPACITY DATE: 12.04-2014 Fax: 1-866-865-2044 (TABLE LEONARD G. WOOD P.E. #47377 RES AND DETAILS PROVIDED BY F�1 318 S. SCENIC'HWY, STE.100 EONARD G. WOOD (OKEECHOBEE) SCALE: LAKE WALES, FL 33853 REGISTERED PROFFESSIONAL SL'NYII GNG1NL•LR[ G S1:NV!<LS SENY11 ENGINEERING SERVICES © m+a OFFICE: 863SB9SENGINEER# 47377 980 � r, An ng,neer 0 an0 er D Q am any P. NOT PRINTED TO SCALE Lake Wales Florida 33853 SHEET I OF 3 11 - HANDRAIL GRIP SIZE 11 max. 0 il,rONCIRCULAR CIRCULAR (R311.5.6.3 Type IJ PBf ineller 4'- 8,4" 1i --4 RECESSED [R3115.6.3 Type III f?bflffi$1sf: s8�' *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) N OTE: CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND. CONDITIONS PRIOR TO CONSTRUCTION, .T. 5/4" X 6 BOARD RAIL CAP OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" DIAMETER SPHERE . T. 2X6 (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. ATTACH BALUSTERS TO TOP & BOTTOM s W/ MIN. (1)#8 WOOD SCREW OR EQUIV. 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 ILI= C 0--,4r 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) VASD -%4OMINAL DESIGN WIND SPEED = 132 MPH /fATERGORY II BUILDING) ABLE 1609.3.1) 4 Leonard G. "GeoTF' Wood J P. E. #47377 318 S. Scenic Hwy, Ste. 100 Lake Wales, FL33853 Office: 863-589-5980 Fax:1-866-865-2044