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HomeMy WebLinkAboutBOUNDARY- TOPOGRAPHIC SURVEY MIN.SETBACK REQUIREMENTSFile Copy N LEGEND & ABBREVIATIONS A A/C CBS C/L CONIC CM DEG OR ELEV FFE FND ID I IR IRC LB LS M MON N&C NAVD NGVD NO OR# N TS OHP ORB P PG(S) PLS POB POC PRM PSM R RLS R/W wm 0 SS ARC LENGTH AIR CONDITIONER CONCRETE BLOCK STRUCTURE CENTERLINE CONCRETE CONCRETE MONUMENT DEGREE ELEVATION FINISH FLOOR ELEVATION FOUND IDENTIFICATION NUMBER IRON PIPE IRON ROD IRON ROD & CAP LICENSED BUSINESS LICENSED SURVEYOR MEASURED DATA MONUMENT NAIL AND CAP NORTH AMERICAN VERTICAL DATUM NATIONAL GEODETIC VERTICAL DATUM NUMBER NOT TO SCALE OVERHEAD UTILITIES OFFICIAL RECORDS BOOK PLAT DATA PAGE(S) PROFESSIONAL LAND SURVEYOR POINT OF BEGINNING POINT OF COMMENCEMENT PERMANENT REFERENCE MONUMENT PROFESSIONAL SURVEYOR AND MAPPER RADIUS REGISTERED LAND SURVEYOR RIGHT-OF-WAY WATER METER AND AT DELTA UTILITY POLE SEWER UTILITY BOUNDARY & TOPOGRAPHIC SURVEY LYING IN ST 0- 0 0 0 0 0 0 0 CD 18,24 WA ER FTRE, VAll VE HYDRANT 16,51 ra $,-T7.10 30.0' M 60.2' SEPTIC L AREA I STORYCBS \FFE = 21.42' 19.5 \ O x 18.3 M 75.0' FND 5/8"IRC UNREADABLE IP 411, L� O PROPOSED 04 N ` 20' CONCRETE ` < lk DRIVE <5 L 30.00' 0 1. L;�<I L < 18,5 x 20.33' I w N N w w N 8.00' -► \ 42.4' 20.33' o O 0m w W O hitW COVERED ® ENTRY N 185 18.1 M 16,56 % 17.66 18,19 rn 29.00' to fti 18,0 SE NAIL OFW LB 7903 p �• B1;N MABK o SEPTIC EL = IB.IT L AREA mI - -- FND 5/8"IPC LS #2035 30.0' .3 FND 4_I4"CAI NO ID 0.0' 18.15 1.17.9 D cl- 0 0 FN9 NAIL & DISK LB # 7903 M N PROPOSED 6.00 �! I STORY CBS 4.0( RESIDENCE w � A V p V 17.33' COVERED PORCH p 27.33' 0 0 14.67' M N x 18,2 I,, 0ECANN I, - . LUCIE COUNTY, FLORIDA LOT 31 /BLOCK 26 OCCUPIED LOT32/BLOCK 26 OCCUPIED 18.0 300.01 S 89056`34" E x 18.3 112.0' x 18.3 LOT 33/BLOCK 26 VACANT x 18.3 LOT341BLOCK26 VACANT 300.01 ` S 89 05634 " E x 18,6 LOT 35/BLOCK 26 VACANT LOT 361 BLOCK 26 VACANT 300.01' S 8905634" E 30.00' c PROPOSED z; CONCRETE rpi SLAB .�.. C 195.2' SEPTIC AREA I O AtA �n � 5 j a n 0 N ORANGE AVENUE �Z �OpO EDWARDS RD. ZO 2 EECI 712 WHITE CITY ROAD SITE Y �O Q a EASY S AtA PRIMA VISTA BLVD. G�O 1 LOCATION MAP NOT TO SCALE 17.3 - STREET ADDRESS 5010, 5012 PALMETTO DRIVE, FORT PIERCE, FLORIDA 34982 x 17.5 LEGAL DESCRIPTION /< / LOT 33 AND 34, BLOCK 26, INDIAN RIVER ESTATES, UNIT 05, ACCORDING TO THE PLAT THEREOF AS RECORDED IN / FND 5/8"IRC PLAT BOOK 10, PAGE 58, PUBLIC RECORDS OF ST. LUCIE 17.8 300.00' UNREADABLE (I.TE) COUNTY, FLORIDA. FND 5/8"IRC S 8905634" E / UNREADABLE n ' x 17.3 I 75.0 WELL LOT 62/BLOCK 26 65.2� x 17.3 OCCUPIED GENERAL NOTES O 1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE CENTERLINE OF PALMETTO DRIVE, HAVING A BEARING OF N00°03'32W, PER THE PLAT OF INDIAN RIVER ESTATES, UNIT +1 FIVE, AS RECORDED IN OFFICIAL RECORDS BOOK 301, PAGE 0 1326, PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. \ 2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE W BEEN LOCATED AND SHOWN HEREON. \ NJ \tn SEPTIC 3. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS. 151.0' _ I AREA \ 4. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT LOT631BLOCK26 BEEN LOCATED ON THIS SURVEY, EXCEPT AS SHOWN. OCCUPIED '- - - - 5. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS ti OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, x 18,9 I OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS OR MURPHY ACT DEEDS. FND 518„IRC 6. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY UNREADABLE 6'CHAINLINK FENCE 150.00' „ „ IS IN ZONE X , ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111C 0281 J, EFFECTIVE DATE S 89056'34" E FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE. x 19,1 7. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE 101.3' SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED _. - SURVEYOR & MAPPER. SEPTIC AREA 8 ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNIN PARTY OR PARTIES IS PROHIBITED WEST 1/2 WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 18,9 LOT641BLOCK26 OCCUPIED 9. INFORMATION SHOWN HEREON IS BASED ON PLATTED AND FIELD MEASURED DATA. 0 0 10. THE LAST DATE OF FIELD WORK WAS NOVEMBER 22, 2016. 0 0 O C WELL m FND 518"IRC UNREADABLE 6 U) r O Z 0 N - W "' CO . A (L og;1 W Z WOJ m v LLM �N a .. Z 0 W ON aLLuXa. W w w ' z 0� u 0 W LL m N o N U) VO CO Wu o I QZ art ® Z W 3 > J o w ® J W � V � o co N Z Lij Lu LL 0 Z U NNLL w LL Z LL 00 O 0 00 d' 0 '5 ®� W LL � W V U Od E 0 z a � J F- W w Z > Q > Q Li Q Q r v Q Pq w N Q cu U)N W�- �30 zw z uj Ld _ F- m z ~» ao"'- E0Ld WBo d �-,0v ® V)" < N a' O�OO n ^+ Z (n0�� NW� () U,^ OjZr ,=Qom e v UZVI } Vi w 3 •> >-,o:,2� 0� ?WF � Z a � = N WO 9 F ® p O0"�Z C + Q DE E" wo5 a- ---o ^� p��i i '3 i. O Q05?s J 0 0.}0g "-;OO + . +a W W Z :3'nw2 0~ ooa-w w v 0 Z F- o,QWm ��" oomo z oa x z w H oaQ0 Jd' d'� Qdocn CHECKED BY: CA DATE: 11/27/2015 H❑RIZ❑NTAL SCALE: 1'=20' NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & GLOBAL POSITIONING SYSTEM (GPS) NOTES MAPPER. 1. REAL TIME KINE ^ATIC (RTK) METHOD WAS UTILIZED USING A TWO WEST I/2 (2) DUAL FREQUENCY TOPCON HYPER GA II SYSTEM. - SEAL LOT 65/BLOCK 26 OCCUPIED 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED !' CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. CH ARLES ARNOLD 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED PROFESSIONAL SURVEYOR & MAPPER USING CARLSON SURVEY 2008. FLORIDA LICENSE NO. 4971 PRIN`ED DAE 150.00' 4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS S 8905634" E MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE SHEET 1 OF 1 (F.A.C) 5J-17-051. PROJECT NO. 16-548 BOUNDARY & TOPOGRAPHIC SURVEY LYING IN ST, LUCIE COUNTY, FLORIDA I' ' i�' 9 K 0-- A ARC LENGTH A/C AIR CONDITIONER CBS CONCRETE BLOCK STRUCTURE C/L CENTERLINE CONIC CONCRETE CM CONCRETE MONUMENT DEC OR DEGREE ELEV ELEVATION FFE FINISH FLOOR ELEVATION FND FOUND ID IDENTIFICATION NUMBER IP IRON PIPE IR IRON ROD IRC IRON ROD & CAP LB LICENSED BUSINESS LS LICENSED SURVEYOR M MEASURED DATA MON MONUMENT N&C NAIL AND CAP NAVD NORTH AMERICAN VERTICAL DATUM NGVD NATIONAL GEODETIC VERTICAL DATUM NO OR # NUMBER NTS NOT TO SCALE OHP OVERHEAD UTILITIES ORB OFFICIAL RECORDS BOOK P PLAT DATA PG(S) PACE(S) PLS PROFESSIONAL LAND SURVEYOR POB POINT OF BEGINNING POC POINT OF COMMENCEMENT PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPEF R RADIUS RLS REGISTERED LAND SURVEYOR R/W RIGHT—OF—WAY NON WATER METER & AND @ AT A DELTA �J UTILITY POLE SEWER UTILITY a 95 � d 91 t 4' ORANGE AVENUE RD. EDWARDS % 7 ��CEE 712\ WHITE CITY ROAD SI TE Y �O a G EASY .� AtA PRIMA VISTA BLVD. 1 U � O W 0. o M a OO c Z �2 W m o 0) U- M " ' ti 0 0 a/ Z W ON aLLQ �- W E Ld LL N W > Z N a: U ow m LL. a N N V♦ J W � �� O Z W �> j 0 in O W 0 N v N W I, O Z Y U Q /Y• LL00 Z LL 1. 1.10. ^ li 00 00 q* LOCATION MAP ' NOT TO SCALE STREET ADDRESS 5010, 5012 PALMETTO DRIVE, FORT PIERCE, FLORIDA 34982 LEGAL DESCRIPTION z LOT 33 AND 34, BLOCK 26, INDIAN RIVER ESTATES, UNIT Q J 05, ACCORDING TO THE PLAT THEREOF AS RECORDED IN U bj o PLAT BOOK 10, PAGE 58, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.Ld � v > FDOH in St. Lucie County W Environmental Health Site Plan Approved for Construction U Q Supersedes All Previous Site Plans for OSTDS # -S F-17671Q1 &Well # ©ate: Reviewer: _ 0j N GENERAL NOTES 1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE WZN �Qz CENTERLINE OF PALMETTO DRIVE, HAVING A BEARING OF Z0 N00°03'32W, PER THE PLAT OF INDIAN RIVER ESTATES, UNIT .. �WWa FIVE, AS RECORDED IN OFFICIAL RECORDS BOOK 301, PAGE ® to ZED 1326, PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. CL Woo} N V cD Uw-ja O ;?p0 2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE ® N U)W BEEN LOCATED AND SHOWN HEREON. U oo� Z 3. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND .. T V ODoZr Oaom Ciz FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS. 1. C C, Uj 4. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT ® �L Qi cawo�- n BEEN LOCATED ON THIS SURVEY, EXCEPT AS SHOWN. Rf � Qvz�o o ooF 5. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS E" Ri C _+ Q =-Wo- OFFICE FOR RIGHTS —OF —WAY, EASEMENTS OF RECORD, W U �—= .Q ~ NW'�W�o � o OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS OR MURPHY U 0 N (D~ a ACT DEEDS. .� v t� >- ouzo o ZZWZ U 4Z�3 6. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY N J ,0 O z>00 Z> IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE WU)UU) N ) MAP, COMMUNITY PANEL NO. 12111C 0281 J, EFFECTIVE DATE U Z O ono 0oa' FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE 0 �Z DETERMINED BY AN ELEVATION CERTIFICATE. LL OQW= FJ- Z�oa 7. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE XWZ-J SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED ow<t-- o JafM�- SURVEYOR & MAPPER. ¢°-0co 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNIN PARTY OR PARTIES IS PROHIBITED DRAWN BY: CA WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 9. INFORMATION SHOWN HEREON IS BASED ON PLATTED AND CHECKED BY: CA FIELD MEASURED DATA. DATEI 11/27/2015 0. THE LAST DATE OF FIELD WORK WAS NOVEMBER 22, 2016. I HORIZONTAL SCALE1 1"=20' NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & GLOBAL POSITIONING SYSTEM (GPS) NOTES I MAPPER. 1. REAL TIME KINEMATIC (RTK) METHOD WAS UTILIZED USING A TWO (2) DUAL FREQUENCY TOPCON HYPER GA II SYSTEM. SEAL 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED �. CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. CHARLES ARN0LD 3. CPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED PROFESSIONAL SURVEYOR & MAPPER USING CARLSON SURVEY 2008. FLORIDA LICENSE NO. 4971�7 — / ___— 1„ 4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS PRINTED DATE MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE SHEET 1 OF 1 (F.A.C) 5J-17-051. PROJECT NO. 16-548 co STRUCTURAL NfQTES: 1. STRUCTURAL LUMBER TO BE HEM -FIR # 2 GRADE OR BETTER WITH 1000 P. S.I. MIN. FIBER STRESS VALUE. 2. CONCRETE TO BE 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO 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 1-1/2" COLUMNS 1-1/2" S. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION, 7. DOOR & WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. a. PRECAST / PRESTRESSED CONCRETE LINTELS TO HAVE 6" MINIMUM BEARING. SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. 9. FOR METHOD OF ATTACHMENT OF DOORS & WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT. *NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM 2 -MAX COATING OR BETTER. IZ�IZ C!C> -rC, cot-. L-Y 4 tts s Certification for Design load nce 1. DESIGN CODE: Florida I ® Tt4L- code 2014 Edition w/20supplements using ASCE 7-10 2. Structure Design is: Enclosed Partially Enclosed Open Building 3. Risk Category: __-_I iC 11 111 �IV Exposure Category: —C _ D Adjustment coefficient l ® 4. Design Wind Velocityl(!'dmph ASD LRFD End Zone Width 41 ft. S. Mean Roof Height: &_ft. Roof Pitch: 6:12 Parapet ft, 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ ] C ' MRH{worst case)) Zone 1: -30 - Zone 2: -531 Zone 3:-1002one 4 - 4-11 Zone S: -Sa_ _Garage: 23_4- 7. Design Loads: Floor: l'> PSF Roof/Dead: 1 -5" PSF Roof /Live 3UPSF Balcony: ,PSF Dock: PSF Deck: _PSF Stairs: PSF Fence: PSF Railing: PSF & Were Shear Walls Considered for Structure? Yes— Not applicable Explain Why Not: `O C .L:ED FASTE��'6RS OH ATTAi tirl Lf I 9, Is A Continuous Load Path provided? Yes_ Not applicable Explain Why Not: ARE THE RESPONSIBILITY OF THE 10. Design Soil Bearing Pressure:2000 PSF O` IZXtZ &TYr a 0`--4 H iWL' 6, I. NO! 07AA13338 11 ALL MANUFA6I uHL6 L.ABLLS SHUWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED PWN A N 0 Al, L PP.0P SED W®A Tkb 9�#M M/ �f RVAM ' RIPVTFV* r_7 D FOR XP6 RE VIEV1111 U6 Vol- DATE 0 PL INI S A_ND P W1,11T M](fST ;': ; :PPT ON '" "r;-c>'c"P- l_ ARCHITECT � Architectonic 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WWW.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT n( HUI)LILESTON SIDENCE ST. LUCIE COUNTY, FL CLIENT CONSULTANTS REGISTRATION REVISIONS NO. DATE REVISION KEY PLAN SHEET TITLE / SHEET NUMBER A - PROJECT NUMBER DATE I ARCHITECT ipm ,qt La 6); I Architectonic 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WWW.ARCHITECTONI'k"INC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT CONSULTANTS REVISIONS NO. I DATE REVISION KEY PLAN SHEET TITLE /SHEET NUMBER PROJECT NUMBER DATE 0w ,,...,,.�,,... ---- fIIle Copy If Zl 1! A,/ 10-`b" M r r` I— o a FOUNDATION SCHEDULE S-1 4" (2500 PSI) POURED CONCRETE SLAB WITH FIBERMESH REINFORCING ON .006" VAPOR BARRIER OVER CLEAN COMPACTED TREATED FILL. F-1 12" DEEP X 12" WIDE MONOLITHIC FOOTING WITH 1 # 5 BAR CONTINUOUS. F-2 16" DEEP X 18" WIDE MONOLITHIC FOOTING WITH 3 # 5 BARS CONTINUOUS. f of 10—O V- I" ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WWW.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT ST. LUCIE COUNTY, FL CLIENT CONSULTANTS i KEY PLAN SHEET TITLE / SHEET NUMBER PROJECT NUMBER DATE E5 i,P iT a ARCHITECT DRYWALL AND FURRING ATTACHMENT P.T. I X 2 FURRING @ 16" O.C. FASTENED WITH 1 V2` CASE HARD NAILS @ 8" O.C. ° 1.9 '/2" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C. O PERIMETER AND 12" O.C. FIELD. - �s 5/8" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C. "=- PERIMETER AND 12" O.C. FIELD. 01 �TZ) n �9 NOTE: - - STUCCO ON RIBLATH OR PAPER BACKED WIRE LATH SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER ASTM O _ C-1063: LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS. I `9 ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6"O.C. ALONG SUPPORTS. FASTENERS TO BE USED CAN BE 6D COMMON OR ROOFING NAILS HAVING A MIN. Y4" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR �9 STAPLES W/ A MIN. %" CROWN ENGAGED NOT LESS THAN (3) STRANDS OF LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS Y4" MIN. PRODUCT REVIEW PRODUCT OPENING DESIGN PRODUCT MANUFACTURER MODEL# APPROVAL# GLASS ATTACHMENT METHOD PRESSURES (WORST DESIGN TYPE CASE) PRESSURES DOOR ZONE 4 -47.9 -50 PLASTPRO INC SMOOTH/ FL# NON _ W TAPCON @ 6" FROM CORNERS & 14" MAX. O.C., 2" MIN. WOOD 15213.14 IMPACT CLEARANCE TO MASORY EDGE, Jr MIN. CLEARANCE TO GRAIN/RUSTIC j ADJACENT ANCHOR WITH A 1-1/4 MIN. EMBEDMENT j DOOR ZONE 4 47.9 50 PLASTPRO INC. SMOOTH/ FL# NON Y." TAPCON @ 6" FROM CORNER & 14' MAX. O.C. ,2" MIN. DBL i WOOD 115213.17 IMPACT CLEARANCE TO MASORY EDGE, 3" MIN. CLEARANCE TO GRAIN/RUSTIC ADJACENT ANCHOR WITH A 1-1/4 MIN. EMBEDMENT, 3" & 6" CENTER CLUSTER DOOR ZONE 4-47.9 -65 PLASTPRO INC. SMOOTH WOOD FL# IMPACT Y." TAPCONS @ 6" FROM CORNER & 14" O.C. WITH 1-1/4" MIN GRAIN 15213.1 EMBEDMENT, 2" MIN. CLEARANCE TO MASONRY EDGE, DAB DOOR MODEL 824/811 NOA# IMPACT 4" MIN. CLEARANCE TO ADJACENT ANCHOR 7 16" PUSHNUT INSTALLED ON ROLLER SHAFT, WITH STEEL i GARAGE -24.3 DOOR COMPANY, INC. STEEL 15-0304.01 TRACK CONNECTED WITH Y:" -20 SS BOLT & NUT, CONNECTED SECTIONAL TO STEEL TRACK BRACKETS 2" FROM BOTTOM & 11-3/4" O.C. WINDOW ZONE 4 -47.9 -100 PGT INDUSTRIES, SERIES 54DO PVC NOA NON 3/16" STEEL ULTRACON @ 6-1/2" MAX FROM EACH CORNER 5-05 IMPACT 13-3/4" O.C., 10- O.C. MAX.,17-7/8" O.C. MAX., WITH A 2-1/2 IN, EAVIBI��I�( & 12J4 `MM-DIST-ANCE L%EDGE ROOF ZONE 1-38.2 -129.5 TOWN & COUNTRY 5 V CRIMP FL# #9 X 15 HWH W/ SEATING WASHERS (OR - SUFFICIENT ZONE 2 -53.9 INDUSTRIES 17443.1 LENGTH TO MEET 3/16" MIN. PENETRATION THROUGH DECK ZONE 3 -101.4 OR 5/8" MIN. EMBEDMENT INTO WOOD PLANK) @ ROW SPACING 6" O.C. PERIMETER & 12" O.C. FIELD H 1�Tt'ERS,;. ZO r-75 ZONE 5 -57.5 j INDUSTRIES ALUMINUM 12 36.1 EN7T0 MOUNTING HARDWA OF DIRECT STORM PANEL 1 MOUN NG WITH 1-3/4" EMBEDMENT, 1" MINIMUM .E GE II I! I DISTANCE THE SEAL HEREON IS PROVIDED ONLY 10 INDICATE OUR REVIEW AND APPROVAL FOR USE OF PRQUUC15 LISTED FUR THIS STRUCTURE. THE ACCEPTANCE OF THESE PRODUCTS AND METHODS OF A I! ACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PROM ar CONNECTOR SCHEDULE TRUSS ID BEARING TRUSS ACTUAL SIMPSON POINT(S) UPLIFT(GROUPED, CONNECTOR(S) WORST CASE) CONNECTOR(S) UPLIFT DESIGN FASTENERS A-ATS EACH 7_ 599# (1) HETA 20 1810# 9-10dxl-1/2" D-D5 15T 311G ' 974# (1) HETA 20 1810# 9-10dx1-1/2" 2ND BRG _ �-HANGER ! HANGER BY TRUSS COMPANY D6 EACH BY TRUSS COMPANY G-GRA 1ST & 2ND BRG 1020 (1) HETA 20 1810# 9-10dxl-1/2" GRB 1ST & 2ND BRG 4363# (2) HETA 20 (1)LGT2 , _ rL r, _ 1760t 14 L-A r 2500# 2150# 12-16d 16-16d 7-1/4" x 2-1/4" TITENS GRC EACH 1810# 9-10dxl-1/2" GRD-GRG lST BRG _ 181011 9-10dxl-1/2" 2ND BRG HANGER BY TRUSS COMPANY GRK EACH 7469 (1) HETA 20 1810# 9-10dxl-1/2" GRt L 1ST BRG 2666# (2) HETA 20 (1) HTSM ! 2500# 1175# 9-10414-1/2" 10-10d & 4-1/4" X 2-1/4" TITENS 2"DBRG 2497# (2) HETA 20 2500# 9-10dxl-1/2" K-K7 EACH 811# (1)HETA 20 1810# 9-10dxl-1/2" L VT BRG 1816# (2) HETA 20 2500# 9-10dxl-1/2" 2ND BRG 16541f (1) HETA 20 1810# 9-10dxl-1/2" L1 EACH 542# (1)HETA 20 1810# 9-10dxl-1/2" KING JACK 1ST BRG 743# (1) HETA 20 1810# 9-10dxl-1/2" 2"D BRG 591# _ (1)MTS 16 14-SOdl4-10d_xl-1/2" HIP JACKS 15T BRG 157# (1) HETA 20 -1000# 1810# 9-10dxl-1/2" 2ND BRG NAILED PER TRUSS COMPANY VALLEY TRUSSES 48" O.C. 672# (1)MTS 16 1000# 14-10dxl-1/2" TRUSS[ NFURMA Fl CIN TAKEN FROM MANUFACTURER'S SHOP DRAWINGS. CHAMBERS TRUSS, JOB # 7419. TRUSS ENGINEERING DATED 5/10/2017. ALL LOADS REPRESENT WORST CAS LOADING FOR GROUPED CATEGORIES, SEE MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT. 4'[°tl�l�ca FL,o or',-, i e . r y ! i � r2� 1 '► PcZ^� 21CCa �t1�'i► �l 3jlts"?c2'/Z' TAPoa ►-� S @ lZ`'o � c � 5-rPC�G>>'� �i?IT, zy,�& Bi111CK �7 'lZX/S %Ztt tsp DOOR AND WINDOW BUCK FASTENING I X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ 12" O.C. WITH THE DOORS AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A MIN. OF 1-'/4" EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2014 FLORIDA BUILDING CODE WITH AMENDMENTS. OPTIONAL 2 X BUCKS SHALL BE ATTACHED WITH 1/4" X 3-114" TAPCONS AT 12" O.C. WITH DOORS AND WINDOWS FASTENED WITH H 10 WOOD SCREWS SPACED PER PRODUCT REVIEW AFFIDAVIT WITH A MINIMUM PENETRATION OF 1-1/4" INTO BUCK. BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF FRAME. PER 2014 FLORIDA BUILDING CODE WITH CAUL kl�a AMENDMENTS_ 5'NXI O NOTES DRYWALL SHALL CONFORM WTFH SECTION R702.3. I OF THE FLORIDA BUILDING RESIDENTIAL CODE. CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION R702.4 OF THE FLORIDA BUILDING RESIDENTIAL CODE. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND A SMOKE, DEVELOPM INDEX OF NOT GREATER THAN 450. ATTIC INSULATION SHALL TLANE 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. FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450. TABLE A301.2(1) CLIMATIC P Nn GEOGRAPHIC DEfiffSN CRITFRiA FRUWND WIND DESIGN ,---- I SpotfOlTopograph'rc SEISMIC DESIGN SUSJECT TO DAMAGE FROM ----- -7- Frost line - WINTER ICE BARRIER DESIGN UNDERLAYMENT FLOOD AIR FREEZING MEAN ANNUAL L�OAD�_ tmph ettactsk NA CATEGORY' Weathering' , ld$R th° Termite" TEMP` R£OUIRED^ HAZARDSs INDEX' TLMPI NA ( See F't°.R301.2(4) NA Negligib)e 1 NA NA NA NA H8e1y I � Fi L_ LIED r- CA-L-.-. GAP I t� rN Np 1,l k ? e- 5 ROOF SHEATHING NAILING KONE INFO. ZONE P1 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.0 PERIMETER & 6" O.C. FIELD? ZONE P3 5' X 5' @ HIP AND 5' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O,C PERIMETER & 4" O.C. FIELD . NOTES: 19/32" CDX PLYWOOD SHEATHING 25' - 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. UNDERLAYMENT FELT SHALL BE PEEL & STICK OR 30# FELT CQMPLYING W/ ASTM D226. Int t r.1'1?C 'wl - C eOl�ctv, M ' UNTELSCHEDULB MANUFACTURER: CAST-CRETE LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM LS 2'10" - 8974# 7034# 8F24/iT-10 L2 3'.6" 8974# tt 5591# 8F24/IT-lB L 3 4'-W 897S# 4853# 8F24 1T-1B L4 W-6" 8672# 73-0 4292# C 8F24/2T48 L 5 5`-4" 7342# 3607# 8F24/1T-16 L6 5110" 6036# 329S# 8F24/1T-18 L 7 W-6" 8360# 2959# _ 8F24/1T-18 L8 7'-6°T� 5681# ( ;4C 2571# - 8F24/IT-16 L9 9'-4" 3486# 1 7 sA. 1811# 8F24/IT-1B L 10 10'-6" 1781# 1458# Z 8F24/IT-18 1.11 1114, 2423# 1272# BF241IT-19 L 12 12'-0" 2193# 1151# 8F24/IT-1B L13 13'4" 1838# 962# 8F24/1T-18 L 14 14'-0" 1697# 887# SF24/1T-18 L 15 14'-8" 2245# 823# 8F24/1T-18 L 16 1S14" 2058# 767# 8F24/IT-28 L 17 IT-4" 160" 5%/ 6374 >IS I -9w SF24/1T-IB L18 19'-4" 1282# 546# 8F24/1T-16 L 19 21'-4" 1 1114# 480# SF24/1T.18 L20 22'-0" F1097# 461# SF24/1T-10 L 21 24'-0" #I84# 416# SF24/1T-iB CESSEIt LINTELS I77--- SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPUFT LOAD8060# COMPOSITE BEAM (? s ®® tllA 8F22/1T-1B RL-2 4-6i 90604 42244 BF22/1T 16 RL-3 --4 5.8" 8060# 32774 8F22/iT-16 Fit S'-14" 5060# 3176# BF22/1T-16 of-5 6'-8" 7915# 27SM BF22/1T-18 RL 6 5743# 2442# 8F22/IT-18 R -7 9 8" 3129# 189301 8f2Z/IT-10 NOTES; ALL LOADS ARE IN POUNDS PER LINEAL FOOT. APPLIED LOADS SHOW WORST CASE FOR LINTEL SiZ£. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 3411. L-4/ - �z1 (��I�"7( o"e-, . F=F,I't"' L-�..t� Cd r� to F'ot�T I it '1 t� i•� .�.�... �..��L. �4. Gam. L..L Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WWW.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT I-IUDDLL' STON SIDNCE ST. LUCIE COUNTY, FL CLIENT CONSULTANTS REGISTRATION REVISIONS NO. DATE REVISION a I r e Y 1 L Qt-AAS '& v 1 elul ` KEY PLAN SHEET TITLE / SHEET NUMBER - 4 LL. /2��Tl PROJECT NUMBER DATE 3-- - t l ELECTRICAL LOAD CALCULATION ARCHITECT r.,0 l TZ> 4( y f- MA? 6V& 0 IEt.I:Cf �� FuT � v lk Me r4 2304 S.F. LIVING @ 3 VA 6912VA (2) 20 AMP APPLIANCE CIRCUITS 3000VA RANGE 12000VA REFRIGERATOR 1200VA LAUNDRY 1500VA DRYER 5000VA WATER HEATER 4500VA WELL 4500VA FUTURE GARAGE 18000VA MISC. 3000VA TOTAL 59612VA FIRST 10000 VA @ 100% 10000VA REMAINDER @ 40% 19844VA A/C HEAT @ 100% 12000VA TOTAL 41844VA 41844VA = 174 AMPS 240 USE 200 AMP SERVICE PROVIDE ARC -FAULT PROTECTION AND TAMPER PROOF RECEPTACLES. ELECTRICAL LEGEND SINGLE POLE SWITCH THREE WAY SWITCH DUPLEX CONVENIENCE OUTLET _ 220V OUTLET MOTOR OUTLET WALL MOUNT LTG. FIXTURE ,"jFT GROUND FAULT PROTECTION Y PHONE OUTLET J.B. FOR FAN/LIGHT COMBO CABLE TELEVISION OUTLET WP WEATHER PROOF r"> RECESSED FIXTURE CEILING MOUNT FIXTURE 5P SMOKE DETECTORS Id�"' (D-- DOORBELL G w1 CHIMES 5 4* 310 'i' H w f.► a U, ti�-) 4 ee.0 a r-lK . t> 'T, V> E Lt.. i..iVI: 1NCa 2z0 4 sf. 3 4 10 5, F, Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WWW.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 I PROJECT HUDDLESTON SIDE N. CE ST. LUCIE COUNTY, FL CLIENT ICONSULTANTS REGISTRATION ,y AR 96 SHEET TITLE / SHEET NUMBER PROJECT NUMBER DATE 'Yes" a z 'Ri P �trat RELL"i --:, 12 2017 STIR 1. STRUCTURAL LUMBER TO BE HEM -FIR R 2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE. 2. CONCRETE TO BE 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO 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 1-112" COLUMNS 1-1/2- S. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION. 7. DOOR & WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. 8. PRECAST / PRESTRESSED CONCRETE LINTELS TO HAVE 6" MINIMUM BEARING. SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. 9. FOR METHOD OF ATTACHMENT OF DOORS & WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT. 'NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z -MAX COATING OR BETTER. V N ■IF, t. I. �n tp st{ � as (Z' o N 4 (,5) s L ape ylf�s,�Hs s �ESJ+zoo 2 ' 1,111 q t Leo 7 ° G opt Pit- 4* coma 0 1 N �A60v- 00 1 K I YCt� r Z�GB K PC i 94c�c v` 11 \ v r Arlo i i �>t54 AtTIC � Accf-ss , 1 u . 7 A I � /'C.vI►I W�� kk 5 r�A�S� . Certification for Desiin load Compliance 1. DESIGN CODE: Florida V-SA I PVX)4rL- code 2014 Edition w/20_ supplements using ASCE 7-10 2. Structure Design is:)tEnclosed Partially Enclosed Open Building 3. Risk Category: _I is 11 ___-_IN _IV Ex)osure Category: Y-a TC _ D Adjustment coefficient 4. Design Wind Velocity Omph ASD LRFD End Zone Width i' ft. S. Mean Roof Height: IVft. Roof Pitch:4612 Parapet ft. 6. Components & Cladding Design Pressureused: (PSF, based on Actual sq. ft. @a 30 ' MRH(worst case)) Zone 1: -VI-Zone 2: -33s9 Zone 3: - to -4Zone 4 - 479 Zone 5:-S2.TGarage: 23.4- 7. Design Loads: Floor: -ZE PSF Roof/Dead: PSF Roof /Live 3 OPSF Balcony: PSF Dock: PSF Deck: PSF Stairs: PSF Fence: PSF Railing: PSF 8. Were Shear Walls Considered for Structure? Yes_ Not applicable Explain Why Not: 9. Is A Continuous Load Path provided? ?`�Ves_ Not applicable Explain Why Not: 10. Design Soil Bearing Pressure:2000 PSF 1d�'4 N To-T A� tr 3 4 1 ►. td'- O" I- L.�v1 Nv 23.0 A sf, qco S1f. 5 ?0 5 F, 0 5, r, File, cony ARCHITECT Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WWW.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT �\WPV l� CLIENT CONSULTANTS REGISTRATION REVISIONS NO. DATE REVISION KEY PLAN IF SHEET TITLE / SHEET NUMBER PROJECT NUMBER DATE R2 ui4 *Z UbC► �, G ci.1�\ 1 f