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HomeMy WebLinkAboutEngineered DocSURVEYOR'S NOTES LEGEND 1. SURVEY OF DESCRIPTION AS FURNISHED BY CLIENT, UNLESS A/C - AIR CONDITIONER FND. - FOUND OTHERWISE NOTED, FND. NAIL CONC. - CONCRETE COV'D - COVERED 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR NO I.D. I.P. - IRON PIPE I.D. - IDENTIFICATION EASEMENTS, BUILDING SETBACKS, AND/OR RIGHTS -OF -WAY OF I.B. - IRON BAR E.D.P. - ECGE OF PAVEMENT RECORD BY ACCURIGHT LAND SURVEYING, INC. O.H.W. - OVERHEAD WIRE LB - LICENSED BUSINESS 3. ELEVATIONS SHOWN HEREON ARE RELATIVE TO NORTH R/W - RIGHT-OF-WAY N. & W. - NAIL & WASHER AMERICAN VERTICAL DATUM OF 1988, SEE SURVEY FOR C.M. - CONCRETE MONUMENT P.B. - PLAT BOOK PG. - PAGE m REFERENCE BENCH MARK, UNLESS OTHERWISE NOTED. N - NORTH E - EAST W - WEST S - SOUTH I N.A.V.D. 88 - NORTH AMERICAN VERTICAL DATUM 1988 `O N 4. THERE ARE NO ABOVE GROUND ENCROACHMENTS, UNLESS OTHERWISE NOTED. N.G.V.D. 29 - NATIONAL GEODETIC VERTICAL DATUM 1929 a 1O S.ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY 3 SET I.H. - SET D5/8'IST IRON BAR CAP #4459 a m OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED m DE -DENOTES DISTANCE, ANGLE OR BEARING BY FURNISHED o 0 WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR �o DESCRIPTION W PARTIES. �'O (F) - DENOTES MEASURED DISTANCE, ANGLE OR BEARING o ) d (C) - DENOTES CALCULATED DISTANCE, ANGLE OR BEARING i a w z O J N a J W ~ z Q (V O c $91 d d I N of vi I Ld v `Q��fi p a. V I LEGAL DESCRIPTION N o W Li o bk. ° a. n Z TOTTHE2PLAT ITHEREOF, AS RECORDEDDAY OUT IN AMERICA INIPLAT BOOK R61NG F- a w m II Q O PAGE 24, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, VUJI a w .. Q ro FLORIDA. a 3 cY ca O fi a N U d {o 10.2' bpi N I N �l U) v ro z m n z Z n n -o FP OM Q .no N 5.0' d'' � 3 PROPERTY LOCATED IN FLOOD ZONES AE BASE ELEVATIONi 7.0 LJ = nn m COMMUNITY PANEL NO.- 120285-0314-J 7 In C C I 3? 12.5P DATED, 02/16/2012 z Z W x 9 _ Q4 mm Z PROPERTY STREET ADDRESS- O =4 10701 SOUTH OCEAN DRIVE #892 a S\p JENSEN BEACH, FL., 34957 \W N CERTIFIED TO, / W 4 a 4 1. DANIEL L. BUTTS & DIANE - BETH BUTTS N o Q Z 2. CENTRAL MOBILE HOMES, LLC LL_ .0. p p 3. STEGER & STEGER, P.A. z 4. HARBOR COMMUNITY BANK D tij I 5, OLD REPUBLIC NATIONAL TITLE INSURANCE CO. Z) M `QiFIIL Z 1ty, "i Q z 3 \^ In S v0� N z 1 BOUNDARY SURVEY ~ N cam' ��`� FN° IDIL ACCURlGNT LA�JU SURVEYIN o W� I i2.s' EidS'Ef�E tfStftF� #66 _ Z mf�m lI \ a� _ �0- SYMBOLS EARLE R. STARKEY — PROFESSIONAL LAND SURVEYOR 0 W � REGISTRATION NO. 4459 — STATE OF FLORIDA w "a - CENTERLINE U p SURVEY NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL Q N �H �j RAISED SEAL OF A FLORIDA LICENSED LAND SURVEYOR AND MAPPER SURVEYOR'S NOTES LEGEND 1. SURVEY OF DESCRIPTION AS FURNISHED BY CLIENT, UNLESS A/C - AIR CONDITIONER FND. - FOUND OTHERWISE NOTED. — FND. NAIL CONC. - CONCRETE COV'D - COVERED 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR NO I.D. I.P. - IRON PIPE I.D. - IDENTIFICATION EASEMENTS, BUILDING SETBACKS, AND/OR RIGHTS -OF -WAY OF I.B. - IRON BAR E.O.P. - ECGE OF PAVEMENT RECORD BY ACCURIGHT LAND SURVEYING, INC. O.H.W. - OVERHEAD WIRE LB - LICENSED BUSINESS 3. ELEVATIONS SHOWN HEREON ARE RELATIVE TO NORTH R/W - RIGHT-OF-WAY N. & W. - NAIL & WASHER AMERICAN VERTICAL DATUM OF 1988, SEE SURVEY FOR C.M. - CONCRETE MONUMENT P.B. - PLAT BOOK PG. - PAGE REFERENCE BENCH MARK, UNLESS OTHERWISE NOTED. N - NORTH E - EAST W - WEST S - SOUTH .fl 4, THERE ARE NO ABOVE GROUND ENCROACHMENTS, UNLESS NA.V.D. BB -NORTH AMERICAN VERTICAL DATUM 1988 o OTHERWISE NOTED. N.G.V.D. 29 -NATIONAL GEODETIC VERTICAL DATUM 1929 N 3.72 SET I.B. - SET 5/8' IRON BAR CAP #4459 S.ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY 3 N OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED (P> -DENOTES DISTANCE, ANGLE OR BEARING BY FURNISHED o WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR o DESCRIPTION o PARTIES z'O (F) - DENOTES MEASURED DISTANCE, ANGLE OR BEARING i (C) - DENOTES CALCULATED DISTANCE, ANGLE OR BEARING 0 J 3.8 4 y > K N MIN. SETBACK REQ. s ag\ \ / FRONT 10 I w \\ SIDES o v \ p IQ�FI cc'c ci °% tWn CNR SID N w 6� 8'xt8' 0) z I-�� 0&• PARKING REAR r a w �a.0 SPACE i C) o� U a w yy' g �z ZNG. �Q 'o A ¢ w a yye / 3 O << TECH. x N (1 u � 1 zw a f z �$0 g`L \,\,\C\O 9$g / 10.0' \ Nu) m w \O�FO O EE O'\ Z m o 0! LEGAL DESCRIPTION Z � � c� LOT 892, HOLIDAY OUT IN AMERICA SECTION D, ACCORDING Z I-,n m QFt�ev� P / 16, z n PAGETO HE PLAT THEREOF, AS RECORD24, OF THE PUBLIC RECORDSE FIST. LUCIEPLATOOK COUNTY, IQ- m N 5.3' �' �`\a 0� / �S Q FLORIDA. —i N N a JP W P C n � NN v 9 f� d Z 3.4 c� o _ A�'f- �. 3.7 12.5' h W x 1 rn O o< Q 35 F m m C..) x 3.29 Co�G�E� c''( P�p\�0 O�cF4'�' "o a W (n W ti c 4 < >�/ L1J o PROPERTY LOCATED IN FLOOD ZOND AE LL_ Z \ a o, 5 BASE ELEVATION, 7.0 Z Q 0- COMMUNITY PANEL N0,�120285-0314-J J uJ DATED, 02/16/2012 f /'� F) le �Fl 10701SOUTH OCEAN DRIVE ETAS#892 V / z 3.9 0k?1 JENSEN BEACH, FL., 34957 Q QZ N00.00 x PREPARED FORt BUTTS O 10 �y h Q (n v °�' she �a� gg� I J uj z a N z a BOUNDARY SURVEY$ ~ N W ACCURIGNT LAND SURV I w y� (� SYMBOLS FNOINDIL -- jM 12.5' 3.a >>-D �U� N Z m m 00.00 X - EXISTING ELEVATION �' a p O CENTERLINE Y� " EARLE R. STARKEY — PROFESSIONAL LAND SURVEYOR C.)> W � 324 �� REGISTRATION NO. 4459 —STATE OF FLORIDA 0A¢ SURVEY NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL � (/) wiH RAISED SEAL OF A FLORIDA LICENSED LAND SURVEYOR AND MAPPER THE FOUNDATION IS DESIGNED TO MEET THE REQUIREMENTS OF THE FEMA86 CODE IN WHICH THE FOUNDATION MUST RESIST FLOTATION, COLLAPSE DRY III AND ALL OTHER LOADS DURING THE BASE FLOOD. IN ADDITION, THE FOUNDATION IS DESIGNED TO PROVIDE RESISTANCE TO UPLIFT AND OVERTURNIN( 'A 2 X3 MIND CAP 38'-0" SHEARWALL 9'-0" SHEARWALL B RICK SOLID CAP MOO '-0" 4'-O" O.C. 6'-0" MAX F-1 MAX MAX SPACING e'148•X15• CONCRETE MA9GRRY UNITS (DRY-STAO(ED) I �;A. �:d: �:d: �;d. &d. E:d. E: F T PIER "A" FACTORY I -BEAM( v NOTE: PIER TYPE •A" HAS A Q 1 * FROM weMio TPOF OF 2X8 d-O AT. 2 Xe WOOD DAP ;.) 1= '-0" 5'-8" TYP. A MAX 6'-0" MAX F-1 �� 1 r8-xl • DONCRnE FACTORY I -BEAM AND LATERAL MOVEMENT DUE TO THE EFFECTS OF WIND AND WATER L OF THE HOME DUE TO FLOOD AND WIND FORCES AT THE BASE FLOOD. -- oo LUJ L5'V-8" TYP. 6'-0" MAX MAX 1, I I E E 1 Ar AA ' �NCENT 1' CEIV No. 5 . o ohs F4 OR•`oPG\��, . ,''As�ONA� F.�A,•x 1� 2'-0" I /667 MAXI ST. LIICTP CnITn7TV RT1TT.n1vr� nTv']SION RFVIFP r,D FOR ( y'yJA 'E REVI")ILD BY (fi�J DATE PLANS AND ERMIT MUST BE IC��EYT OY �I OR NO LNSPECTION NVILL BE -MADE. /eIER" I "c:a: c;A� c:A'� U,, 6:4 6:44 6:4 6:4 6:4 1 oo oo _ _ _ oo _ _ oo _ _ _ oo _ 01M O.C.'-0" MAX'-0" MAX MAX G MAX CONCRETE SPACING F-1 GO CONDInax) SHEARWALL 9'-0" SHEARWALL NOW. PER TYPE •e• HAS A SHEARWALL STRUCTURAL LOAD LIMITATIONS: CODE EDITION: 2014 FLORIDA BUILDING CODE (5TH EDITION) 8 ASCE 7.10 1. ULTIMATE DESIGN WIND SPEED: 110 mph WI NO SPEED 2. NOMINAL DESIGN WIND SPEED: 132mph WNDSPEED 3. WIND EXPOSURE CATEGORY: 4. IMPORTANCE FACTOR: 1.0 5. DESIGN ROOF LIVE LOAD: 20 PSF S. DESIGN FLOOR LIVE LOAD: 40 PSF 7. MIN. ASSUMED SOIL BEARING CAPACITY: 1500 PEP 6. OCCUPANCY CLASSIFICATION: R3 9. CONSTRUCTION TYPE: VS 10. THIS BUILDING IS NOT DESIGNED FOR PLACEMENT INA HIGH VELOCITY HURRICANE ZONE AS DEFINED BY THE FES. FLOOD ZONE INFORMATION - FEMA MAP INDICATES THAT THIS LOT IS IN A FLOOD ZONE AE WITH BASE FLOOD ELEVATION AT T NAVD 88. -LOT SITE GROUND (ESTABLISHED) ELEVATION IS 4.5' jHESE jLANS AND ALL PROPOSED WO -MINIMUM FINISHED FLOOR ELEVATION TO BE 7.0' por UnJECT TO ANY CORRECTION NO ANCHOR INBSgTTAAI LLTA11RON[� p5 F�Ep ip p(p ' REQUIRED BY FIELD INSPECTORS TR W7RRR/XXX10 N000 SgCER&1U'NNF jEpFND rM110NINEEER RAIL .. �p� �J [. pa (� I� 7�! ORDER FlIM DMINE+,ENLY�SPACED� SCREWHOLEa /F� L�YE(ry9]V{Lf7�FpiRN�'�JEI{E E7�A�5j`ypi•��IIFN �p"1(�RDI�kH(gT) BRACKET MAYBE GMnTFD ONB F INtt ByMANUFACTURERF/®IV)i�T �►E E 17 ,"•t L HT-F LICAULI=GQD1 2XB . MIN. PERIMETER RAIL ALL TIE -DOWN STRIPS. ETC. SHALL BE TYPE 1 FINISH B. GRADE 1, EEL STRAPPING 109,000 Y,IN OR/pMINyUSyT W'2 IN.0u30.05AIM)M6 TH"NESS POUNDS PERTMUBMREFOOROSE! 8 - HOT -DIPPED TEN% S906 47W ALVANIZE ZINC PZ Ui�D515 IINICHE9 lWNU(/iLNHEAE,NWE EVERY ANO ASM SPEC. 0 53-91 . 1 1,4• MOTH. GROUND ANCHORS SHOULD BE 1. BLOCKING SPACING f f CERTIFIED BY A PROFESSIONAL ARCHITECT BASED ON 20PSF LIVE LOAD ON ROOF AND 1500 PSF SOIL BEARING CAPACITY. ENGINEER AND iilE wiuuErJ�uin12,1niE 2. CONCRETE BLOCKS ARE ONLY RATED A78000 POUNDS, 8000 POUND PIERS OR HIGHER MUST BE 4'-D" D.C. I�Q7A0ACItt SHOULD BE AT (FART EQUAL TO DOUBLE BLOCKED. MAX SPACING 5 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 "V"(LONGITUDINAL S 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 e. ALL TIE DOWN ANCHORS SHALL HAVE A MINIMUM 4,726 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 SIX e"X 16"CONCRETE MASONRY UNITS CONFORMING TO ASTM CDO. 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 CONCEALED FASTENERS OR ATTACHMEN ARE THE RESPONSIBIM OF THE CONTRACTOR OF RECORD o F.T. -FRAME TIE -DOWN FASTENED TO GROUND ANCHOR G.A. -COLUMN ANCHOR STRAP FASTENED TO GROUND ANCHOR Q -OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTE MAN ANCHORS LONGITUDINAL 8 LATERAL BRACING SYSTEM ® -OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTE MAN ANCHORS LATERAL BRACING SYSTEM ONLY TIEDOWNS-4'-0` O.C. TIEWN 6•X16` CMU BLOCKS DRY STACKED PIER RAME OUTRIGGER FLOOR JOlais (PER PLAN) FRAME G .T. 2XS WOOD SHIM EMSn N 0 CONCRETE SLAB I CONDIRON1_, vy \`ILL 4" THICK SOLID BLOCK CAPCONCRIG DRYS CMU BLOCKS(GOOD DRY STACKED PIER SINGLE -STACKED ANCHOR INSTALLATION C ECTON —E" EXKTIN • ON R INMAL NATION r-I 4'-0' GROUND ANCHORS NITH A 5/8" SHAFT AND A 6' SINGLE DISC OR EQUIV. Senyb Engineering Services 318 S. Scenic Hwy, Ste. 100 THESE STANDARDS AND PLANS MEET THE 2014 F.B.C.- RESIDENTIAL IEih EOiL.) DRAWING INFORMATION CUSTOMER: DANIEL BUTTS (LOT 9 92 Lake Wales, CENTRAL Address: 10701 S. OCEAN DR., JENSEN BEACH, FL 34957 DESIGNED FOR 20 NAME: Office: 863-589-5980 -5980 Vuu=ULTIMATE DESIGN VMND SPEED=1]O MPH (RISK CATERGORY II BUILDING) Model #UKNOWN-14'-G"X39'-0^(HUD) PSF ROOF LIVE LOAD M10160D PSF 301E Fwc 1-866-866-2044 Webaite: www.senybengineering.com V.-=NOMINAL DESIGN WIND SPEED= 132 MPH (RISK CATERGORY II BUILDING) (TABLE 1609.3.1) HOMES MAJ. FOUNDATION PLAN AND DETAILS BEARING CAPACITY DATE: 05.23e01a Email: In1oIGOaenybengineering.com MARK V. RIGHTER, P.E.#66196 5�-� PROVIDED BY 318 S. SCENIC HWY, STE. IDO LAKE WALES,FL33553 SENYR ENGINEERING SERVICES F-1 SCALE: NOTPRINTEDTOSCALE ©COPYRIGHT AIS OFFICE: 583u8B-5880 _... L.. enlnEN,ao¢nof Tw„¢o Compimy Lake Wales, Florida 33853 SHEET OF HANDRAIL GRIP SIZE 1," - 24' 1 i - 2' 4,n �6 I' It % - f NONCIRCULAR CIRCULAR RECESSED Ponmeler 4' - 611 Perimeter ,1;; _ *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 BALLS MIN. (3) SIMPSON'S SOS 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" SOS 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) T. 2X6 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 SHALLTHAN 99E8INCH. A NOSING NOT LESS PROVT PROVIDED ON STAIRWAYS WITHSOLID HAN RSERS. A NOSING S4 INCH BUT NOT O NOT REQUIRED RE THAN 4WHERE S THE TREAD DEPTH IS A MINIMUM OF 11 INCHES. .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. THE GUARDS MAYBE WOOD, ALUMINUM, VINYL, OR EQUIVALENT. 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 ORBEQUOM 3'-0" LANDING HEIGHT = 5 STEPS (MIN.) 4'-0" LANDING HEIGHT = 7 STEPS (MIN.) STAIR AND LANDING ILLUMINATION REQUIRED 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. (3) 2 X 12 P.T. STAIR STRINGERS 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 `rrl lrl rl/III NC \ENp CENSF, �i No. ^: ANAL ,''xr,rrr��rt1 V ULT =ULTIMATE DESIGN V ASD =NOMINAL DESIGN I (TABLE 1609.3.1) (3 second guns) 318 S Scenic Hwy, Ste 100 Lake Wales, FL 33853 Office'. 863-589.6980 Fax1-866-865-2044