Loading...
HomeMy WebLinkAboutRevisionOFFICE USE ONLY: DATE FILED: / f •, a • �� - REVISION FEE:':7SY -0-0 LOCATION/SITE ADDRESS: PERMITLEI ��1�� RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGUL` 2300 VD2GINIA A MV1 FORT PIERCE, FL 3 (772) 462-1553 FAX (7 APPLICATION FOR BU PROJECT DETAILED DESCRIPTION OF PROJECT REVISIONS: 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. BUSINESS NAME: yrFrd.V,crsto QUALIFIERS NAME: ADDRESS: RB 40 .c i ti u CITY: STATE: PHONE (DAYTIME): _ 77 2- 7 o( 7 7 4 7 F) 4. OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE: ARCHITECT/ENGINEER INFORMATION: NAME: C(ooK -i C R+--� ADDRESS: n(- 3)f LA6�r-rc -t CITY: fi— Q rc r- -< PHONE (DAYTIME): -7 7 z- Revised 07/22/2014 STATE: FAX: FAX: ZIP: 3V f 4 S- ZIP: MEc..YI L—L F— 'rF—lz rry 1 z— *. 806 Delaware Avenue, Ft. Pierce, Florida 34950 Phone;(772)460-7751 or (772)460-4244 Email Address: e �e7lc le iLi dd)y,! ►oo-col�a�r, 1'—ES tDEr�E 150(p— oSlcS Illy 10 lS� va'l�. ST. LL'Crr rryI 'ry nr C nr< I R YjrF j t) Ft)eI C() DATE 4i _ rl D TE .-- 0!F .NQ LISPECTSQ� S 'ILg,1gE AL1—F—V--AJA1TF— F007\-1 50?- oYiNGs �7-2 4 f-3 v -05'YS' ST LUCTVI COUNTY I;i117.PINC. nIVNION REVIFWLD FOR C LIAX REVIEWED DATE PLADTSA iMf MULSTBEKEPTONJO.r, OR NO PiSPECTION WILL BE ➢LADE, ILI THESE I)LAWS OR) ALL NWPOSEI) WORK pq ARE ECE't d}p�� 4tijgal5`� 94IIw1S9hg ,(q+s�F,y�iSJG 42 Qia3�}tl iiV 71" A-L. };.. Xti�l ly Jig App; !Q t'LE CO0E66. . FLORIDA REGISTRATION NO. AA0003494, NCARB CER 9 CONTRACTOR ? `,�. TOB- TOB - FND IRC 4286 o- + (0.1' SOUTH, TRACT „A„ _ +--TOB--+ DITp`�T 0.1' WEST) ,�A. (VACANT) - - ti Oa` FND IRC (ILLEGIBLE) TOB- \TO6 N89°48 10 E ��^ �. DITCH �O TOB-�TTOe ' 172.53' + � + 07-------- TRACT '� Toe ,1A„ + S80° ,. h (VACANT) r06 .5. O1 �' ` rOB FND IRC (ILLEGIBLE) TOB�� �TOB--�_ )`37.82' `DITCH �6 (0,1' WEST) TOB----- 3.42.-_TO +fig 03-0 00 +6. Q / FND IRC 4286 z ��' O �I 1 - o (0.2' SOUTH, - ^. +� i I 0.1' WEST) ,y 1� kg - Ni i a 6 O �e G +° +� N89°48'10"Ek +�6� + ti +�. +�. 9, ti 165.03'5.02 + / POND �_ •Qq�h`L FND IR NO ID h��. FND IRC 4286 ( I ..r Uj ( ) �, 75' ZONE OF PROTECTION- - jg (0.1' SOUTH) +�1 . +ka 'sue' �I`/�'/.g/6�k(0.2' WEST) ASFROM PERT E RIVER'S EDGE ,.. > co -+�. + +6. 5� co-/ ,>s - COMPREHENSIVE PLAN, c D + +�� O EDGE OF EXISTING I POLICY 1.1.8.8 LJ w N N �`� �h N �j / I VEGETATION LINE j 00 _ O +10 43.3' o`l, o-� + � I-) I I J ' Nrn z - �� 7.T 326.2' I H POD o +� Fz 5.3' 16.0' _ FND IRC 4286 1k n U o o -1 ka,g2 (0.1' WEST) u 4.41 I I � (LESS AND EXCEPT - `7 - rnl I �� x46'S CONSERVATION (PRESERVATION) EASEMENT - O PARCEI=) LOT A-1 `, PROPOSED M n _ N M x O Q ,5,y + " + MI a a 1_ twit '22 ro (PER PLAT OF .SOUTHERN OAKS ESTATES) N89°4810 E - (3.73 ACRES) �� .PAVER WALK ow n �5 o+�O IM oo +k. 4,56 :� 29.97 �D PROPOSED > I�1 +� �� n4D I Oz o RESIDENCE +o �o 14.0' PROPOSED - - - - 1 n KFND �+�0 274.1'7.7' FFE = 8.55' 12.T +°`(NAVD 1988) IR (NO ID) - TRACT "+ 0.1' NORTH, A' N 4.8j I (0.1' WEST) - I APPROXIMATE LOCATION (VACANT) n OF WEST SHORE LINE 14.7 x %.72 23.3' 4 +4 01 + � of PORTE 10 CV © NI COCHERE 1 NLo op SE N + FRONC DRIVE 23.3- (O _� +1) FND PRM 4286 M N S89'48 10 W I \ N PRO 1, o � 0.1 EASTH' �° ti� 236.39' a o- 0 212.3' + \ o� o- o . PROPOSED 12' 0 g� d� 17 FND PRM4285 + z PROP DRIVE ry.+�. + +k. +�. +CONC ok+ + +1) 4J� h ��jg' Psi TRACT „B„ ,!v (VACANT) _w - _ h' 00. + ti �No j2� +6�LEGEND �nOOh, p + k� 4 = CURVE CENTRAL ANGLE, / P. R = CURVE RADIUS .�+ g L = .CURVE LENGTH II Poe ��'� P CERTIFIED TO: (C) = CALCULATED .� gI\ = PLAT " (TOGETHER WITH v� 56', k9a,� x 98 HAROLD G. MELVILLE AND CLAIRE S. MELVILLE I V POC = POINT OF COMMENCEMENT POO PARCEL) �' N jg k DAVID N. SOWERBY, P.L. POS = POINT OF BEGINNING SW CORNER cj F \A t 2�1 + HARBOR COMMUNITY BANK FND = FOUND LOT "A-1" ���, 8OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY FFE = FINISHED FLOOR ELEVATION FND IRC 4286 (0.2' SOUTH, +/- =PLUS OR MINUS 1 +0 R/W LINE. 0.1' EAST) IR = 5/8" IRON ROD �. 1ry _ x X +`b. D E S C R I P TI O N #2300 IRC = 5/8" IRON ROD AND CAP '.. _ x 0�' _ FFE=11.62 SF = SQUARE FEET LOT "A-1", SECOND REF'LAT IN SOUTHERN OAKS ESTATES, ACCORIDING TO 0 F4286RM - CM =CONCRETE MONUMENT of PROJECT BENCHMARk THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 42, PAGE 36, OF THE x/8.17 8.5 PKD PK NAIL AND DISK FND PKD 8 / SET NAIL/TIN TAB (NO ID) PUBLIC RECORDS OF ST, LUCIE COUNTY; FLORIDA. 20' (ILLEGIBLE) 99 .01 EL=9.00 (NAVD 198E) SAID LANDS CONTAINS 3.73 ACRES, MORE OR LESS. P.L.S.= PROFESSIONAL LAND SURVEYOR ASPHALT L=0.76' 97g / L - 45, 48 LB = LICENSED BUSINESS X19.21 A-30'39 24 w P.B. =PLAT BOOK E- SF = SQUARE FEET GRAND OAKS AVENUE \, / 2� PT = POINT OF TANGENCY (60' PRIVATE ROAD R/W & U.E.) ^ / R/W = RIGHT-OF-WAY PRM =PERMANENT REFERENCE P";lil SURVEY NOTES 1. THIS SURVEY IS NOT VALID WITHOUT A SIGNATURE AND ORIGINAL EMBOSSED SEAL OF A FLORIDA PROFESSIONAL LAND SURVEYOR. 2. DESCRIPTION PROVIDED BY CLIENT AND/OR THEIR AGENT, 3. THE LAST DATE OF FIELD WORK WAS AUGUST 1, 2012 (h',B. 12-223/49). 4. UNDERGROUND IMPROVEMENTS AND FOUNDATIONS WERE NOT LOCATED AS PART DF THIS SURVEY. 5. BEARINGS SHOWN HEREON ARE BASED ON THE WESTERLY MOST LINE OF LOT "A--1", BEARING N00°12'58"W, PER PLAT. ALL BEARINGS ARE RELATIVE THERETO. 6. ALL BOUNDARY INFORMATION SHOWN IS PLAT AND CALCULATED UNLESS OTHERWISE SHOWN. 7. PROPERTY LIES IN FLOOD ZONE 'Y' AND "AE-7", PER MAP 12111CO280 F, DATED 2-16-12. 8. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, SETBACKS, RESERVATIONS AND RIGHT-OF-WAYS APPEARING IN THE PUBLIC RECORDS. 9. 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 10. ALL ELEVATIONS SHOWN ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 1988). SOURCE BENCHMARK IS ST. LUCIE COUNTY BENCHMARK "WALT" WITH A PUBLISHED ELEVATION OF 12.59' (NAVD 1988). 11. PROPERTY CONTAINS 3.73 ACRES, MORE OR LESS. RICHARD C. LAVENTURee DATE FLORIDA PROFESSIONAL LAND SURVEYOR # 5209 BOUNDARY SURVEY PREPARED FOR HAROLD & CLAIRE MELVILLE - R E V I S 1 0 N S BY DATE ADD TOPO MWH 8/2/12 ADD PROPOSED RESIDENCE MWH 5/13/1,5. REVISE CERTS MWH 8/25/15 ADD "GIVE' AND 'TAKE' PARCELS MWH 10/1/15 REVISE BOUNDARY AND LEGAL PER 'LAND SWAP" MWH 10/16/15 REVISE FFE JOE M 10/23/15 U.E. = UTILITY EASEMENT TOB = TOP OF BANK P.U.E. = PRIVATE UTILITY EASEMENT Q =-SET IRC LB7056 QS EXISTING SEPTIC TANK ® _. EXISTING WELL © = PROPOSED GRINDER PUMP/LIFT STATION SCALE 1 - 3 0' CONC = CONCRETE EL =.ELEVATION - OO = AT&T PEDESTAL ® = ELECTRIC SERVICE BOX = PROJECT BENCHMARK k8�0=EXISTING ELEVATION ' = EXISTING OAK TREE - ' = EXISTING. PALM TREE EXISTING MAPLE TREE - ® = CATCH BASIN - -x- = 4' VINYL FENCE BY DATE FIELD MWH 7/3/12 CALCS MWH DRAWN MWH .6/25/12 7/5/12 CHECKED RCL �7/6/12 FILE REF. FIELD BK/PG 12.2105 12-223/38-39 & GPS LAVENTURE & ASSOCIATES, INC. DATE: 7-5-12 PROFESSIONAL SURVEYING AND MAPPING SCALE: CIVIL ENGINEERING COORDINATION Joe No 0 774 W. MIDWAY ROAD - py FORT PIERCE, FLORIDA 34982 LB 7056 (772) 398-6430 PkiONE (772) 398-6426 FAX SHEET 1 OF 1 -To B�TOB �o°' TO& FIND „ D IRC 4286 F �o- + +ti o rc`\r (o t SOUTH, TRACT A" 0& Toa 0.1'' WEST) ��_ (vACAN r). FND IRC (ILLEGIBLE) �yrOs N 9°48 10 E +��� DITCH + :gip o- 172.53' TRACT „A" rOg �� +'`. --�_O6 FND IRC (ILLEGIBLE) 00 (VACANT) o-� roe�� _Tee �DITCH ,1 (0.1' WEST) / N ca + 78 0� 42 _Te�� oa 137,g2T �� o + o zo-�, +� +ti I 175.8, 8. n - / -ND IRC 4286 (0.2' SOUTH, I� n + -0.1' WEST) „� a`' - rp I oti + + N89°48'10„E} .+�. +a +" �. 165.03 5.02 llo I _.._ .-- / (0:" SOUTH, +- ,� �. +O.WEST) +•.`b +,�0`� 326.2' r FND IRC 4286 t r 5.3' o A- g2 (0.1' WEST) y 4.41 ,�'� .1 � �O xq _ 63' -CONSERVATION (PRESERVATION) EASEMENT O / + °i,,I w ,l N, `� 22 00 ,o I. (PER PLAT OF >OUTHERN OAKS ESTATES - LOT "A-1" o PROPOSED o h�o +� T }4 ro' ,1 ° ) - _ 1 PAVER WALK w 0 w ^ F- - / (3.73 ACRES) n + Y n +k n S6 CV +� I I h. w m + > INv 0. O ROPOSED D Z> RESIDENCE + +au 4.0' - �� N0 274.1' PROPOSED 7.7' FI-E = 9.33' 12.7' (tIAVD 1988) - `-FND IR (.NO ID) 823 V xq8j I 0.1 NORTH, TRACT "A" 0.1' WEST) I ` APPROXIMATE LOCATION i o xa, ' OF WEST SHORE LINE (VACANT) ry'g.3g 147D`L ' Oro 28 23.3' c ? 62 w ><f. 72 T JAR = ,1�ti p4pE'6p PpS Qy ,Vt of FORTE IQ d'+�' +'- O PR Rp4 N) CCCHERE I t d +C' FND PRM 4286 �, N (0.1' NORTH, M 5 �� S89°48'10"W �o- I _ \ 0.1' EAST) 1 e ti o- 236.39' o- .12.3' + 0- v O� + + 2 86CNI o- tl. + J nn...y. """ �•� �' PROPOSED 14' 441 � I ASPHALT DRIVE �0) + p , �S -0 �O� O Sl. iI.CTV �FO�rs �ti Fnc 1 ID By LEGEND TRACT "B" D1TE ITBIUSTR +� (VAC NT) tLi\S'AIN , 5�0 �. SO + + - 4 = CURVE CENTRAL ANGLE f!$ \0 LN-S ECTION' IVILL BE -Al- F �'\ 30y. R = CURVE RADIUS D L = CURVE LENGTH / �C7 N� 11 98 : (C) = CALCULATED I50b- .� (P) = PLAT ST. LUCT (' ,N O c- x E .GUTTY RUILPING + k FND = FOUND REVIEWED FOR C TCE : n FND IR SOUTH, B OS�OOR\�� + DATE.,REVIUM ED Y i FFE =FINISHED FLOOR ELEVATION ( 8� T? �A = PLUS OR MINUS 0.1' EAST) Q o�P g PLANS ANIJ PE T ST BE } IR=.5/8". IRON ROD. R W LINE OANOINSPECTION WILLBE t i / +� #E 1102 - IRC = 5/8".IRON ROD AND CAP SF = SQUARE FEET ' I�S ,? - x L= 5.48' 0 FND PRIM- CM = CONCRETE MONUMENT I of 4- 30.3 ,4286 PROJECT BENCHMARK PKD = PK NAIL AND DISK 2 4 ,x 8.17 35 SET NAIL/TIN TAB (NO t FND PKD 898 / EL=9.00 (NAVD . 1986) _ PBL S = LICENSEDOBUSINESS D SURVEYOR _ (ILLEGIBLE) .01 w THESE PLANS AND ALL RR SED CORK 20' US = PLAT BOOK ASPHALT 9 ' SURVEY NOTES TE S L=o.76' ,9 SF =SQUARE FEET '.ARE SUBJECT TOANY C ECTIONS -19.27 / 1 THIS SURVEY IS NOT VALID WITHOUT A SIGNATURE :AND ORIGINAL EMBOSSED SEAL OF A FLORIDA PT POINT of TANGENCY REQUiRED6YFIELDINSP TORS THAT GRAN OAKS AVENUE \Z�- w PROFESSIONAL LAND SURVEYOR. R/w RIGHT-OF-WAY Pam, yJ /. g FIRM = PERMANENT REFERENCE MONUMEN MAY BE NECESSARY IN DER TO 60' PRIVATE ROAD R/W & U.E.) / 2 DESCRIPTION PROVIDED BY CLIENT AND/OR THEIR AGENT. ( ,.1 R, U.E. = UTILITY EASEMENT 4MPLYWITHALLAPRLI IECQDES. O/v 3. THE LAST DATE OF FIELD WORK WAS AUGUST 1, 2012 (F.B. 12-22_', 49). �,/ \Q 4�1 4 UNDERGROUND IMPROVEMENTS .AND FOUNDATIONS WERE NOT LOCATED AS PART DF THIS SURVEY. roB = TOP of BANK O O 1 _Ys 5. BEARINGS SHOWN HEREON ARE BASED ON THE WESTERLY MOST LIN-- OF LOT "a.-1 BEARING P.U.E. = PRIVATE UTILITY EASEMENT NOO'12'58"W, PER PLAT. ALL BEARINGS ARE RELATIVE THERETO. O = SET IRC LB 7056 / 6. ALL BOUNDARY INFORMATION SHOWN IS PLAT AND CALCULATED UNLESS OTHERWISE SHOWN. Qs = EXISTING SEPTIC TANK , - T PROPERTY LIES IN FLOOD ZONE "X" AND "AE-8", PER MAP 12111CC280 F, DATED AUGUST 19, 1991. ® = EXISTING WELL ice _ 8 LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, SETBACKS, RESERVATIONS AND © = PzoPosEo GRINDER PUMP/uFT STATION T0. ' r a RIGHT-OF-WAYS APPEARING IN THE PUBLIC RECORDS. SCALE I = 0 CONC = CONCRETE CERTIFIED 9. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR EL = ELEVATION HAROLD MELVILLE PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. O = AT&T PEDESTAL 10. ALL ELEVATIONS SHOWN ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD ® = ELECTRIC SERVICE Box 1988). SOURCE BENCHMARK IS ST. LUCIE COUNTY BENCHMARK "WAL7" WITH A PUBLISHED ELEVATION OF =PROJECT BENCHMARK DESCRIPTION 12.59 (NAVD 1988). 11 PROPERTY CONTAINS 3.73 ACRES, MORE OR LESS. = EXISTING ELEVATION LOT "A-1", SECOND REPLAT IN SOUTHERN OAKS ESTATES, ACCORIDING TO x8� THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 42, PAGE 36A; OF THE = ExIsrlNc OAK TREE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. = EXISTING PALM TREE -SAID LANDS CO NTAINS TA NS3.73 ACRES, RES, MOR E OR LESS. ° = EXISTING MAPLE TREE - ® =CATCH BASIN -x- = 4' VINYL FENCE BOUNDA R E V I S I O N S= BY DATE Y, TOPOGRAPHIC & _ ADD TOPO _ MWH 8/2/12 REESURVEY ADD PROPOSED RESIDENCE MWH. 5/13/15 Sll3l/S RICHARD C. LAVENTURE DATE PREPARED FOR FLORIDA PROFESSIONAL LAND SURVEYOR # 5209 HAEl OT D MET `]TT T E _ BY I DATE FIELD MWH 7/3/12 CALCS MWH 6/25/12 DRAWN Id WH 7/5/12 CHECKED RCL 7/6/12 FILE REF. IFIELD BK/PG 12. 2105 12-223/38-39 & GPS L_A VE N TU R E E: 7-5-,2 k ASSOCIATES, INC. SCALE:1"=30' PROFESSIONAL URVEYING AND MAPPING CIVIL ENGINEERING COORDINATION JOB No. 12.2105 774 W. MtDWAY ROAD a FORT PIERCE FLORIDA 34982 CONTRA,l LB 7056 (772) 398-6430 PFONE - (772) 398-6426 FAX SHEET ,1 OF 1 -- I _ iLIN M I : Alc pov rC cizA -(0 1. 4-1q„ L 5 L _35 5, N , 4 rr A - 140-r 4,M, T w _ L-2o — +' N , - 0 5 R, w IT �CRA•G 0KTE CUG g°O8EA9�2 '`j 24rw — 25 OCLG, NC; a or vrs - GB i I®°GLG. = STVGGl1 LCa, p = r \i ftal til SH (g _� t oL I O 1`ro h Gt r, im iz`r VI 6. Go Q A T E _$Ai I � _ N ¢ rj'4NLVb ,./.`.. IMX 3r rr `0l'. 4,° (CuP p� t la 6 ., murz 0 r — ' M LIN• -I 0 2ZL 8u 1Z 0-4 Low--! )�_1"rp CVLL, ; �T 6, 1 T �, Y- G cyr_4u 2°I'-311 -'x° SLhLi Fort i PeOL E9w17MEk-r }1-�' I 31-0". !0�'411�I�4".. `i.4rt- - - �1-4" �� 11"- Ir 1,7 ' L- 5`�r- C�'{ (REiI DES, _ �2 E �p5,zloll lE IS S,14,_0UJ_zErS) — - M T MT • M ,7, - 1 _LBFA W` 2r ti-f TOP 2 *k'7 w r.r M a 11Tr r �` PAST —- 3- 8 !'�13�L141 n HOOK, j 14'^4'' a'' �`Ot._ �� — 6XTS"K10 t2 CAC ❑' _t�1®'jd� �CD�P�MZ$D CLG�� 3px�5.C• � SG PSoeK>5T 8re 3, �� I 3t+'4k6G56 CAB, _3° N rrl 3$ S _M M� fl J d lj - "s SNwR , r 1310sc r IO aLDI I ,i914, ' ... N A a 15],Ab ', J I .i __ _ ado 10•�I A:' QI II IIz, Ii II IQ 11 'iu 5 1 Il tit, I I cI l 10 t O" I _ t _ I OVEN 1"G'4t_0V3e,I>LV,,COLS W xv �QI _ r�'�'�v�12'f• I� CaNc,'�iLLCTJ L� a <F M.T.-- rc �R, - ----EL?. PANLL • — — — — — — — x _F9 p d - �l,�i G METE?- u _ 5: , VIZ., { i " - L '� L • 3 3 ! t4 , 25x a I2t-I�t° !Ot-(o" ta' G,tt t�ta 2� -� - I � Gee. _ t lE L t i C• " 9 t 4'-fir, 4 2 0 z i - -Q ry _ i19 _ - R n"I 1�1.1tJC3 l�l?.C7Ii sn AREA CALCULATiON5® ,,p 76GLG, w N~ I AK5A 3223 ' '' rr GAKAGIE :1101 Z -8 r 4 �O 4 �' 4soy o ' r � — - Pn�.rr coc�+C.RG s 13 „ �L3 5 r L- 3 a o a• ' R PLAN p 1 It r„ GOV i 0!� T® 6% 4--5 e-(0 5.-_9_— __(a x8 IlKc>Qc. FZiED L ' _�LISiH I5 � _ - TOTAL A R 5 A = 5 l a G S.F. N I - Certification for Design Load Compliance THES POSED ORK CZ) 1: DESIGN CODE: Florida It42iNVAI-code 2010 Edition W/2010_ supplements using ASCE 7-10 ARE SUBJECT TO ARY RRECTI S s ' I TORS 7 ART ba I i, r.$ r r $ - ? L :8 $ - Z,° 2• Structure Design is: X Enclosed ,— Partially Enclosed —... Open Building REQUIRE® BY HUD INS IC 01 �/ 3. Risk Category: _,,,_I K II _III _IV Exposure Category: X B -C _ _ D MAYBE NECESSARY I ORDER i Y� [Ll:.ri T �%I = 4. Design Wind Veiod 1fpQ mph _ — ASD LRFD End Zone Width ¢ R. ty — COMPLY WITH ALL APPLi ABLE CO E". t - :S , w 4_- _�_V_CkT, - 5. Mean Roof Height: 79 ft. Roof Pitch: !o :12 Parapet _ ft. � �G�y- jT Ct�, -1to"x IL {,pNc, 15LiC, �, "' Q7 6, Components &Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ _30' MRH(wtx Gm) ��-114-CONG Ft L LG17 IbLK, C6LL Zone 1:-NA Zone 2: Zone 3:-101,4Zone 4 -50,0 Zone 5:m_T ,CGarage door: -z4,3 L I • �� I p . L- IS _ s 7, Design Loads: Floor: _ OQ_PSF Roof/Dead: 1-1 PSF Roof /Live 3o PSF Balcony: _PSF — — — — _ ° •' — — — — — « • Dock: —PSF Deck: PSF Stairs: PSF Fence: PSF Railing: PSF 8. Were Shear Walls Considered for Structure? X Yes —Not applicable Explain Why Not: 4• Is A Continuous Load Path provided? X Yes ..—Not applicable Explain Why Not: 10 Des! n Sofl Beahn 0ressure•2006PSF C 0. o �a e W r � n c r z Soil boring Test required x Yes _No (based upon section 1803.2 exception) 5I 0d�'-6�41 J - - OFACTOR COPY 3C 41(� FAV f / ---) t- (0,") F& fm� I 22 F3 5! 1=3 i 3jCiZ N SL 4F TO Il PR 14"t-!_i'Dk�►5 E_ �3.#_ rr s�r�rr t t c to we , rocps 14 :IC iV SLAB. TO Ito"DP, x 16"W Wl 2 # 5 JVAJZ. co �4 T,, wr, TbflGl5m SLAP, T© 1'2"DI"XT(4- neS CCow1T,) 8,0T, F6 ��DP' R 12 W-,. N©NOLfTRJ(, icDNc, t;PGf< v4 I *5 coaT'., T141W PA FT&, ��ACtf WA� 607, no __-- _24'�X24"x 1411OP, wNc, PAD W(.l05-tA-RS F8 A4i# WAY SOT, _ __ - S I, 4" r-li6 ZmgG � C NC, SLAB ON GMIL'VAfbR D Q,, �, aR t�R OV '2 KN'LL coMP44TEDl250dPSaF, — -' r -- -TrRZRTr--TlZGA,T5-1=7tLL, O .� A1c AFRO �j y, AIC COWPE tSATt it i T I=31I au If, t4p- 3I s 44' Af c 8 � I TIRMITE TREATMENT REQUIRED 1'-41' 8, THESE PLA AND ALL PROP ED WORK IIII ARE SUBJ CT TO ANY COR CTIDNS REQUIRED Y FIELD INSPECT IRS THAT MAY BE CESSARY IN OR ER TA COMPLY WI ALL APPLICAR . CODES: . _ -- 10 j I� r� r 9 w look `. 41 4" cc, six MELVlLL� Top OPd►�sALL t-' >N t P L NOTES: DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING RESIDENTIAL CODE, WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450. TABLE R301.2(i) CLIMATIC AN❑ (9Ff1(:q APHiC nrginN r1RITPRIA -- WIND DESIGN SUBJECT TO DAMAGP ICE DABRIER N AIR MEAN GROUND - SEISMIC ---- - - — SNOW Speed° Topographic pESIGN Frost line UNOSRLAYMENT FLOODLOAD (mph elieMek (NA CATEGORY' Weatherin3' depth° REOUIREDa "HAZARDSeNA See Fig. R301.2(4) NA Negtlxible NNA NA NA T- I EFT 50 t­nLt STRUCTURAL NOTES: 1. STRUCTURAL LUMBER TO BE HEWFIR # 2 GRADE OR BETTER WITH1000 P.S.I. MIN. FIBER STRESS VALUE. 2, CONCRETE SLABS AND FOOTINGS TO BE 2500 P,S.I. MIN. 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 30" MIN. LAP. 4. CONCRETE COVER OVER REINFORCING STEEL FOOTINGS 3" BEAMS 11/2" COLUMNS 11/2" S. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 950/0 MODIFIED PROCTOR DENSITY. 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED &t SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2010 EDITION. 7. - WINDOW AND DOOR ASSEMBLY COMPONENTS TO.BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2010 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. S. PRECAST / PRESTRESSED CONCRETE LINTELS TO HAVE 6" MINIMUM BEARING, SEE LINTEL SCHEDULE FOR AnnMONAi TNr-n0MATre)M ' � ��{i..a,a�.�,.�.��• �I��I�■L��■ir��Z��,.�,.�.��'.I■■I.■�.■i.��■I®■�\ � � � r 1► . r y LE \W-r i 'CID) N ^%rTTP COPY DOOR AND WINDOW BUCK FASTENING DOOR AND WINDOW BUCKS SHALL BE ATTACHED WITH CASE HAtli NAILS @ 12" ON CENTER, WITH THE DOOR AND WINDOWS FASTENED WITH TAPCONS PER THE PRODUCT REVIEW AFFIDAVIT WITH A MIN. OF 1-1/4" EMBEDMENT INTO CONCRETE (THROUGH FRAME). BUCK, SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2010 FLORIDA BUILDING CODE. 1a t'o It T02SI6=h1 13LmGK TrJf u LIZ 112d oiq Llt 2 f� P4 CK W/ 3Jr/ot x 2I4tt7APCOW6 Ln TI M LINTEL SCHEDULE MANUFACTURER: CAST-CRETE LINTEL NO. LENGTH SAfE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD BEAM COMPONiE LS r30" 6039# 41010 SF16/ST-19 L2 6, 31-6. 6039# 214 3260# 155 SF16/1T-18 L3 a 4041" W39# 2832# SF16/1T-16 L4 4'-6" 6039# 2507# SF16/lT-lB LS • 514" Som $, 2110# OD SF16/ST-SB L6 5110" 4144# 1 19300 SF16/ST-18 L7 • 61-6. 3396# 1 1733# 8F16/ST-SB IL s r-6" 2610# 7 IsAk 1475# 153 4Fr SF16/IT.-18 L9 9.4" 181.8# 980# SF16/1T 3B LSO s 10'-6" 1514# 793# 3 8f26/2T--SB L 11 11'4" 1365# 696# SFWlT-16 L12 1r-w 1254# 631# 8F16/lT-SB La • 1.3,4" 1 1076M 532# #A SF16/1T-18 L14 1r-w 1003# 493# SF16/1T-16 L15 a 14'-8" 1370# 14'4 459# 155V SF16/1T-le; L16 15'4" 1250# I430# SF16/1T-18 L 17 • 17,4" 95" `1 3620 SF16/IT-18 LIS 1914" 750# 1 313# SF16/17--16 L19 2r4" 610# 278# SF16/1T-1B L20 • 2r-W 5704 07 260 O Sf16/1T-IB L21 • 24'-0" 470# �1 24M 1534C 1 SF16/1T.18 Cv.A'Cut,� 1 1A\P e-5 ROOF SHEATHING NAII"ING ZONE INFO, ZONE Pi REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O.C. FIELD, ZONE P2 4` X LENGTH W/8d RING SHANK @ 4" O.C"PERIMETER & 6" O.C. FIELD. ZONE P3 S' X S' @ 'HIP AND S' X, LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD - NOTES, 19/32" CDX PLYWOOD SHEATHING PETER B. COOK {1 4 i 50 C w � t Z W )A T h ial w r ' � 4 S p SHEET O S P I meo/l ux MAXIMUM HEADER SPAN WALL NEIGHt STUD SPACING 1 I 2 2 z 2 # a= HFAODi sRJOs SUPPORTING END 6F LEADER 10'-T IN LESS 16" O.G 2 2 3 3 3 3 It Ef HILL LENOIN STUD a Eo END OF HFADEIt IT-0OR LKNff 15- O.C. 2 2 3 3 4 4 ROOF TRUSSES DOUBLF TOP RAT MPPLE STUDS IT 8'-r HIGH WALL! HIDER (DOUBLE SPAM GLUED N D.C. STAGGERED I STRAP EACH Slut LSTA 18 OR MIS HEADER SKIDS Ru IBM SR NOW- SIKPSSON i REPLACE MIS 16 SEWS EACH SRN SIMPSON SP4 OR FINIS P.T. WTTOM PLA POINT BEARING HEADER CONNECTION DETAIL ILT-1 ow x i---Tap -If-U 0 STRAPS `UG w� ��) Ive�xtl�z"KAILs t� � FtAt L Q 01KIZ REAVEM Wf -" MSI3-f�'-a�- to 2t tTAC�'3GE`v PRODUCT REVIEW '.. Pp6DUCT OPENING DESIGN PRODUCT MANUFACTURER MODEL# APPROVAL# GLASS ATTAcHwNT METHOD PRESSURES (WORST DESIGN TYPE CASE) PRESSURES GARAGE -24.3 -44 DAB DOOR STEVE NOA# IMPACT (3) 5/X 1.518" LAG SCREWS PER BRACKET @ 12"O.C. 1N' DOOR COMPANY, INC SECTIONAL 11-VAS.12 WITH 1-1/4' MINIMUM EMBEDMENT FRENCH -50 -53 THERMATRU SMOOfN FL# IMPACT Ya"ITN@Y3.3/4"MAX O.C., 6" FROM EACH EDGE,(4) CENTER DOORS STAR 1347.4 CLUSTERS 3" FROM EACH OTHER HEAD & SILL: WITH 1-2/4" MINIMUM EMBEDMENT & 2.1/2" EDGE CLEARANCE DOOR ,50 -75 PLASTPRO SEMO FL# IMPACT X" ITW @ 14" MAX O.C. JAMBS, 6" TYP. FROM EACH CORNER: FIBERGLASS 1S210A WfTH14/4" MINIMUM EMBEDMENT & 2.1/2" EDGE CLEARANCE DOOR -SO •53 THERMA TRU GLAZED FL# IMPACT X" tTW @ 13.3/4" MAX O.C. JAMS, 6" TYP. FROM EACH CMtNER: STEEL 71861 wiNOOW -S2 .80 POT SW700 NOA# IMPACT %"TAPCON@18.1/2" O.C. FROM TOP CORNERS, JAMBS: 11-1013.14 17-0./2" O.C. FROM TOP CORNERS, 15" O.C. MAX FROM BOTTOM CORNERS, 6-O.C. MAX BELOW MTG. RAIL: WITH 1.3/8" MINIUM EMBEDMENT & 1.4/4" MINIMUM EDGE DISTANCE FDtED -52 -80 PGT PW-761 NOA# IMPACT %"ULTRACON @ 12-7/8"MAX O.C., 6" MAX FROM EACH CORNER: WINDOW 11.1110.15 Wm{1.3/4" MINIMUM EMBEDMENT&1"MINIMUM EDGE DISTANCE METAL ZONE1.39.4 -150 ENGLERT, INC. 1101 FL#11688.6 N/A #10X1"PANCAKE-HEAD SCREW @6" OX, WITH 311V MINIMUM ROOFING ZONE 2-67.5 EMBEDMENT ZONE 3-101A - SRgING .50 .76 JAMBS HARDIE HARDIE NOA# N/A 2" LONG SIDING NAILS @ 6"0,C. AT PANEL EDGES & IS-M22.04 INTERMEDIATE STUDS DRIVEN THROUGH 5/8"THICK PLYWOOD SHEATHING & 318" EDGE DISTANCE & 2" FROM CORNERS .m, cm. U1c 1e VUe THE SEAL HERLUN IS PRVVIVLUVIVLT PRODUCTS AND METHODS OF ATTACHMENTAKE BASED ENTIRELY UPONTEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS. r 72u6s I NA, (L. 5 ?p-tF:-fAz!C4�L.x 1 rt� m r &s,_s ---��tz_><�►YM7t�i �-+9/a�"c�X-t�LYwrsop �I.1'tT'Gv _ _. 12, -..�=r�r.-c:—,ocan--rt�ra-,.. A�fl lirrtRS-Aff ' 01214WirdC�S, Si_ -VCaV-2sC 1,dN17-5CA:M : W11 . 11*5_1�-AR FIFNtN!G —96E CTI4TE't,•.Se-415%, ' I ifrtl- `f to 11 t.1,H ON 1 & � -?—T. r-vRt. W. MA"2U LAT t us FKT, - .,. FILLEir StVS j�F1'AL}3 MltaCl_ " L�D�_ . CEI�.F EXeh T._ �..'1 I lx:k_mI.Lv. -TER M ITS 1 p ! H r�r ptE'TA L_ pa I P _ lAt F5 It NAt L�:(rd CGt? t551 04 RIW%V-7- AL LATHZu1yvlN t if o H_ t 1d —U 0// s PETER. B. COOK c e� 1 � o U ^ � � u I or -if If 44 SE PLANS AND ALL PROPOSED WORK) '. TE SUBJECT TO ANY CORRECTIONS QUIRED BY FIELD 1NSPECTORS THAT [ 1. MAY BE NECESSARY IN ORDER 1 ,€ 2 II I}LY W1i'H A.L APPLICABLE CODES, SHEET A574 er CONTRACTOR 5 I. ll�" aN AdOO SOJOV81NOO 0 1211IMS HOoY'g uaiAd VA F9T—S 1tl101 VA OOOS 3AU3S3N T VA OOSZ 83M3S INI W T VA 008 IVSOdS10 T VA OOSZ dWndlOOd T VA OOZT Vds and T VA 000'9 N3AO T VA 000`9 dOl39NV21 T VA OOZT ao1Va39113311 T VA OOZT O3HSVMHSIO T VA OOST AHONnVI T VA OOOS a3AaO T VA OOStr simm1:? 30NVIlddV £ VA trOStrT VA 5'b 1333'10S EZZE sNoiienn:),nz) avo11 12il:)313 yin 1111-4 �5 snd do'n aNi l3 3e11d, M J. '�!, O.L d311I'd NG1'� v. — N 4 Gtui11imm--Z�W-= ;In 0� li�--VJSNI Iwo 41 /f e;l z 1w' k4 j � 4oli d .,O'al.� T 71 t'l � 1 1C� "anti m -A W-Ntj,y