Loading...
HomeMy WebLinkAboutSurvey Plot PlansLEGEND FND. 5/8" I.B. NO I.D. BENCHMARK SET NAIL & TAB ELEVATION 3.44 N.A.V.D. 1988 22' COMMON USE RIW hh� h6 �• �• 01 BEARING BASE S.70B0'00•W. 168.92' (P) 1698.89' (F) LB uNl. O/IA 5.70300D-W. 34.64' (P) 33 SET •S6 DD00 /Lo \ O9P�p0. \ Zc ¢ o y0 S Pip. LOT 754 �$G e PROPOSED MANUFACTURED 3' HOME FINISH FLOOR LOT 753. ��F 6'y ELEVATIQ t .V.D. 88 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 OTHERWISE NOTED. S.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, SET I.B. kp S.7030'00'W. RAIN, SETBACK HIM, FRONT l SIDES CNN SI S FND. 5/8' I.B. NO I.D. ,A/C - AIR CON➢ITIONER FND, - FOUND CONC. - CONCRETE COV'D - COVERED I.P. - IRON PIPE I.D. - IDENTIFICATION' I.B. - IRON BAR E.D.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.H. - PLAT BOOK PG. - PAGE N - NORTH E - EAST W - WEST S - SOUTH N.A.V.D. BB - 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 z 2 0 W C' 0 N p S LEGAL DESCRIPTION m w W y� II LOT 754, NETTLES ISLAND PROJECT SECTION 2, ACCORDING ¢ } TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 16, c~.� f' Z m PAGES 1, 1A THROUGH 1J, OF THE PUBLIC RECORDS OF ST. w n 3 LUCIE COUNTY, FLORIDA. 0 < _ R .JW. 4 m U n z N am Z om / J N N LOT 755 ^ PROPERTY LOCATED IN FLOOD ZONE, 'AE' w N BASE ELEVA • "O �J Uj vv COMMUNITY PANEL NO., 10285-311-J z DATE]), 02/16/2012 O z a N° `\ PROPERTY STREET ADDRESS, L) = 4 " 90 754 NETTLES BLVD. a =y�+, JENSEN BEACH, FL., 34957 (n wp 4 ��G PREPARED FORS JENNINGS LLI O N Z P� Z ° `�� n- SYMBOLS s" 00.00 X CATION Z z _ CENTERLINE `C L< V) J UJ A BOUNDARY SURVEY p 34.64' (P) �> _ p O SITE PLAN L FND. 1/2' I.P. IG NO I.D. LOX NG� INC T y LLI y m C' U) ENSED BUSINES =' ADJACENT STRUCTURE � Ui N Z W A O Q o LOT 756 XJ W� Y EARLE R. STARKEY — PROFESSIONAL LAND SURVEYOR REGISTRATION NO. 4459 — STATE OF FLORIDA (� ? SURVEY NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL Q (/) a� nv~i RAISED SEAL OF A FLORIDA LICENSED LAND SURVEYOR AND MAPPER ,—FACTORY I -BEAM T. 2 XB WOOD CAP '• ••' 4' THICK SOLD CAP BLOCK Z • 4.'• B6' CONCRETE ASON ASONRY UNITS •m ' •:' �•- (DRY -STACKED) I A IER "A" ,.� EXS'RNG CONCRETE NOTE PIER TYPE -A- VAS A SLAB (GOOD CONDITION) MA%IMUM HEIGHT OF 32 FltOM SLAB TO TOP OF P.T. 2 % B .T. 2 XB WOOD CAP .• •*•. B'XB'XI6' CONCRETE ASONRY UNITS •.".�:. (DRY -STACKED) ,.I a IE "B" GRADE !; A ?' EXISTING CONCRETE SLAB (0000 CONDITION) CODE EDITION: 2017 FLORIDA BUILDING CODE (6TH EDITION) & AS 1. ULTIMATE DESIGN WIND SPEED: 170 mph WIND SPEED 2. NOMINAL DESIGN WIND SPEED; 132mDh WIND SPEED 3. WIND EXPOSURE CATEGORY: D. 4. IMPORTANCE FACTOR: 1.0 S. DESIGN ROOF LIVE LOAD: 20 PSF 6. DESIGN FLOOR WE LOAD: 40 PSF 7. MIN. ASSUMED SOIL BEARING CAPACITY: I500PSF S. OCCUPANCY CLASSIFICATION: R3 - 9. CONSTRUCTION TYPE: VS 10. THIS BUILDING IS NOT DESIGNED FOR PLACEMENT INA HIGH VELOCITY HURRICANE ZONE AS DEFINED BYTHE FBC. THE FOUNDATION IS DESIGNED TO MEET THE REQUIREMENTS OF THE FEMA65 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. PERIMETER PIERS ARE ONLY REQUIRED AT THE MANUFACTURER INSTALLED MARKER LOCATIONS AND PLAN 1. BLOCKING SPACING BASED ON 2CPSF UVE 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 DOUBLEBLOCKED. 3. STABILIZER SYSTEM PER OLIVER TECHNOLOGIES,INC., OR EQUIVALENT AND ALL SIDEWALL ANCHORS ARE SPACED PER PLAN. FOUR FOOT GROUND ANCHOR MAY BE USED. 4. THE MODEL 1101 M(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 LBEAM AND THE TnP OF THP PIER RUIMARWAII RP PPFP n, 2XB . MIN. PERIMETER RAIL AL TIE-DOWN BD GRAADE 1AS�CS''TSHALL RMP N6 E 09 000 MINIMUM YIELD STRENGTH. .035' MINIMUM jTfICKNESS (PLUS OR MINUS .002 IN. - 0.05MM) FINISH B ((- HOT -DIPPED GALVANREE77pp,, ZINC POUNDS MINIMUM FOOT ENGT5UR('ACE 4750 12UNT0�13 IFlINCH6 BftF FSAicRE_ N__ ARKtD EVERY AND A5RA SPEC. D 953-91 . 1 1 4 WIDTH. GROUND ANCHBY ORS SHOULD BE ApC ENG NFIEE�R D/OR1RryONY�AATIONANLLY R2CC000LN[ZgD TE 4�NG�ACR1' SHOULD BEMAT MLFAST EOLUALL TO 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. B. ALL PIERS SHALL BE CONSTRUCTED OF B' X S' 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 MAYBE INSTALLED INA DRY STACK SUBJECT TO LOCAL JURISDICTION o y(k REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY FILE COPY BOCC l/7 I,I/,, FEMA MAP INDICATES THAT THIS LOT IS IN A FLOOD ZONE I. WITH BASE FLOOD ELEVATION AT 6' NAVD 8B. .OT SITE GROUND (ESTABLISHED) ELEVATION IS 4.3' ANIMUM FINISHED FLOOR ELEVATION TO BE 7.0' F'T' -FRAME TIE -DOWN FASTENED TO GROUND ANCHOR 0 G.A. -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 z_S'GEWMATELINE WALL DEDOWNS-4'-0' O.C. B'XIB' CMU BLOCKS AME OUTRIGGER DRY STACKED PIER (PER MFG.) FLODRJOI519 FRAME B'%16' CMU BLOCKS .T. 2X8 WD00 SHIM Z � � DRY STACKED PIER X � < EXISTING O \ 4' THICK SOLID BLOCK CAP CONCRETE SLAB I -I `8'XIS' CMU BLOCKS m'w I I (GOOD CONDITION) N v DRY STACKED PIER I NIA _I SINGLE -STACKED IV f A . fWUANCHI IN.I AL I� nT I I I I I I D TON " — EXI�RN. CDNCRETF INRAI I ATIDN 4'-0' GROUND ANCHORS WITH A 5/8' SHAFT AND A F-1 8' SINGLE DISC OR EAUJW. OPTIONAL TIEDOWN-A OR HERO AND TENSION BDLT ANCHOR HEAD WITH MIN, 5/9' X 3-1/2' WEDGE ANCHOR OR EQUAL MINIMUM 4' EDGE DISTANCE Senyb50W Enntral rfingSSte. ET So W. Central Ave.,A THESE STANDARDS AND PLANS MEET DRAWINOINFORMATION CUSTOMER: JACK& KIM JENNINGS Lake Wales, FL 33853 IL 338 3 THE 2017 F.B.C.- RESIDENTIAL lath EORLa) D �T ADDRESS: 754 NETTLES BLVD., JENSEN BCH, FL 34957 DESIGV=_DFOR20 NAME 1170MPH (RISK CATERGORYIIBILDIN V--ULTIMATE DEIGN CENTi�t-u.� MODEL # UKNOWN- 20'-0' X 40'-0'Y36'-6- (HUD) PSF ROOF UVE LOAD AND 15M PSF SOIL Fa:cOffice:1863365-20445E80 FaX: 1-666-8652044 Website: M WIND ) VABLE IM .3.1) SIGN WINO SPEED=132 MPH (RISK CATERGORY IIBNLDINO) (TABLE 1609.3.1) HOMES M31.J. FOUNDATION PLAN AND DETAILS SEABINGCAPACRY DATE; .senybenginsering.com PROVIDED BY Email: info@senyhengineeting.mm MARK SV. CENIC KWY, SM. 318 S. SCENIC 100 1z06-20I9 SENYB ENGINEERING SERVICES F-1 SGU.E NOTPRINTED TO SCALE © coP`RlDxr 2017 L 338STE. LAKE WALES. FL 33853 OFFICE: 883bS95980 FENYB ENGINEERING SFJEVICES we E•c A B"P, mP,n> LAKE WALES, FLORIDA 33853 BHEET1 OF y 1�2. NONCIRCULAR CIRCULAR Perimeter. 0- Sa• RECESSED Pedmeiett}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. * 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. 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 INCHE SHALL BE PROVIDED ON STAIRWAYS WITH SOUD RISERS. A NOSING IS NOT REQUIRED WHERE REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY 4-0" TYP. T. 5/4" X 6 BOARD RAIL CAP �6'-0" MAX�P' B®CC OPENINGS SHALL NOT ALLOW THE GUARDS MAYBE WOOD, ALUMINUM, VINYL, OR EQUIVALENT. THE PASSAGE OF A 4" DIAMETER SPHERE 2 X 4 TOP & BOTTOM ATTACHED TO TO POSTS WITH (2)#8 WOOD SCREWS T— ON INSIDE FACE. 2 X 2 BALUSTER/r OPENINGS FOR REQUIRED GUARDS ON THE z SIDE OF STAIR TREADS SHALL NOT ALLOW A MIN. (3) SIMPSON'S SDS 1/4" X 4-1/2" SPHERE 4-3/8" TO PASS THROUGH. WOOD SCREWS FOR RIM JOIST TO POST CONNECTION, (5) 16d NAILS OR EQUIVALENT M P.T. STEP LANDING FLOOR FIMP NE ATTACH II. (1)�6 WOODTSCREW OR BOTTOM TO HOST FLOOR MEMBERS USING SIMPON'S 'i 1/4" X 3-1/2" SDS WOOD SCREWS OR EQUIV. AT 12" D.C. STAGGERED SCREW PATTERN P.T. 2X6 2X6 P.T. LANDING CONSTRUCTION 16" O.C. FLOOR JOISTS USING (5) 16d NAILS OR EQUIVALENT AT EACH JOIST TO RIM JOIST CONNECTION. STRAP TO WRAP (DO STAIR AND LANDING ILLUMINATION REQUIRED 30" GROUND ANCHOR W/ TIE DOWN STRAP AROUND P.T. 2 X 6 TIGHTLY NOT OVER TENSION STRAPS) (EACH SIDES OF LANDING) (3) 2 X 12 P.T. STAIR STRINGERS TE-DOWN STRAP OPTION USING 1/B" GALVANIZED CABLE COIL (7 X 7 OR 7 X 19 CONSTRUCTION) 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 3'-0" LANDING HEIGHT = 5 STEPS (MIN.) 4'-0" LANDING HEIGHT - 7 STEPS (MIN.) (1) 2 X 6 P.T. ATTACHED TO POSTS USING (5) 16D NAILS OR EQUIVALENT AT EACH 2X6 TO POST CONNECTION. FILE COPY 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 WITHIN 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. l I 1 1 I r r r f A,;-10-2019 G E N r R'•,�, E IV • �o C56S96c�-�'� STATE OF :, 1'j V ULT =ULTIMATE DESIGN WIND SPEED =170 MPH VASD =NOMINAL DESIGN WIND SPEED = In MPH (TABLE 16D93.1) (3 second gusts) 50 W. Central Ave., Ste. B Lake Wales, FL 33853 Office: 863-589-5980 Fax: 1-866-865-2044 a 33�a rK W EQs� ° Q oEm �gW R Une e Wa �1z: 'u zo Ux COD Z Z w s � y m 0 0 p Q OLL 2 o y � x c� 'WNJUQ N N m 0 W� in w TOL 2Z A hi m U U Z W F m m m U m ce 60�K Ua Oo Drawin g r. .Numbe STEP CONSTRUCTION 6enybEreGreenng 9eMces SOn e,e Luke W.p. FLM853 © CCPYRIG M17 HARDI PLANK SIDING OR EQUIVALENT SKIRTING DETAIL P.T. STUD TO TOP PLATE/RIM JOIST CONNECTION SGL. P.T TOP PLATE. STAGGER SPDCES SIMPSON'S H6 STRAP OR EQUIVALENT. P.T. PERIMETER WALL FRAMING P.T. 2 X 4 STUDS 0 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" D.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. H2.5 STRAP OR 2 " X 3-3/4" WEDGE ANCHORS OR EQUIV. 3'-0- O.C. W/ (1) 2' X 2" THICK WASHER A SECTION "A" S-2 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 0 16" O.C. SPACING. (STAGGERED SCREW PATTERN) MATEUNE 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-1) MAX 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 3'-0" OF EACH CORNER OF STRUCTURE 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. STUCCO APPLICATION (OPT.) —WOOD —FRAMED WAI IS OMIT THE THERMO—PLY AND MNI Y SIDING WITH STUCCO APPLICATION 1/2" MIN. P.T. PLYWOOD FASTENED TO WALL STUDS EVERY 3" ON THE EDGE OF THE P.T. PLYWOOD AND EVERY 6" IN THE FIELD USING 6D NAILS OR EQUAL. THE P.T. PLYWOOD SHOULD BE COVERED WITH FELT PAPER, METAL LATH, AND STUCCO FINISH. /­2"x8" FLOOR JOIST REVIEWED FOR CODE, COMPLIANCE _ )_ li -SGL 2"x4" TOP PLATE ST. LUCIE COUNTY BOCC /FISTING CONCRETE SLAB FILE COPY VINYL LAP, HARDI BOARD, OR EQUIVALENT SKIRTING INSTALLED PER MANUFACTURER'S INSTRUCTIONS. 0001111112,10-2019 �NCENr� " No. 56196". STATE OF FS F4OR�� S �� ,/ANAL •% •. r" rrrr1111 V ULT =ULTIMATE DESIGN WIND SPEED =170 MPH VASD =NOMINAL DESIGN WIND SPEED = 132 MPH (TABLE 1609.3.1) (3 sewnd gusts) 50 W. Central Ave., Ste. B Lake Wales, FL 33853 Office: 863-5895980 Fax: 1-866-865-2044