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HomeMy WebLinkAboutSite PlansC/L WINTER GARDEN PARKWAY 70' R/W 20' A5FHALT MAR 11 25?9 ST. Lucie County, P emlitting 20,29X LB # 7903 FND W96IRC 19,55)( `- LB 3543 N 89055'43" W _ _x 21,2' 225.30'M SET9/8•/RC 7 225.0'P LB # 7903 SETEACIUFLO. R5AT 51te Plan for: � 010 SET NAIL d DISK Patrick Gil IC5p1C 120°' BENCHMARK SETNAIL &DISK REVIEWED FOR ELEV=21.19' LB#7903 STREET ADDRESS: CODE COMPLIANCE • 7105 WINTER GARDEN PARKWAY, FORT PIERCES1IT. jTjCIE COUNTY 21.32 2r4 < ,50- �� LEGAL DESCRIPTION: BOCC�9 o LOTS 11 & 12, BLOCK 144, LAKEWOOD PARK UNIT 11, PROPOSED ti." •21 •T�� A SUBDIVISION ACCORDING TO THE PLAT THEREOF 0' Le 30' 60' CULVERT e; X 20.43 X 0,9 ' " �� RECORDED AT PLAT BOOK 11, PAGE 32, IN THE PUBLIC WALE. '19'8 LO 19 82 1.40 RECORDS OF ST. LUCIE COUNTY, FLORIDA. - _ 19,43 Al x 21.19 GRAPHIC SCALE IN FEET .a 2.22' 21.9* �0 21,8 P�s�m °• I•. 13 W 144 in NT O 0 00 V20.7' Z 20,96 fo -59\ k _N 89'55430 W 315.40'M 315.0'P X21 10'D d UE FND 1.1P NO /D LOT 12 b BLOCK 144 p PROPOSED M GARAGE MINIMUM FFE - 23.0' - 42.0' q 21.53 F. r LO In i51 z20.67 21 x 1,3 A 4.93'�W- -< 20,36 LEGEND ABBREVIATIONS: 1S18 IR R 4 4 6. A A/C ARC LENGTH ORB !O I 6 3' 6 AIR CONDITIONER P 79 9.B% p8821 BUILDING SETBACK LINE CALCULATED FROM PB PCP a°� 22 Q FND 1'IP CBS CONIC CONCRETE BLOCK STRC UCTURE CONCRETE PG(S) POB COVERED 1111111111101220129m LOT 11 22%,qCK 144 N OCCUPIED m FFE=22.65' N co 52.0' rn C) ;,. 2 CONC 21.3 PATIO o � - z 21.93 20.10 C; 4' METAL FENCE 21.68 METAL SHED 7 1; iV X 21,10.2' 4' METAL FENCE o I � 21,1 Ylr - U - UHr - Hr -� k n U 20, N 89 5'43' W 75.1 ''M 75.0'P 20.8 X - / 10'Od UE 4' METAL 20,76 FND5/8"IR SET 5/8" IRC NO ID LB # 7903 LOT 5 >� 22.04 BLOCK 144 OCCUPIED 89"55'43" V�+ , - 10'D&UE ZO IN CONCRETE Z NO ID 0 D r :IE < CD < o N N { N P 01 o LOT 10 BLOCK 144 OCCUPIED CM CONCRETE MONUMENT CA CENTERLINE D&UE DRAINAGE & UTILITY EASEMENT ELEV ELEVATION FIFE 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 NAVD NORTH AMERICAN VERTICAL DATUM OHP OVERHEAD UTIUTIES GENERAL NOTES: POC PSM R/W TOB TOS F1 a> fV OFFICIAL RECORDS BOOK PLAT DATA PLAT BOOK PERMANENT CONTROL POINT PACE(S) POINT OF BEGINNING POINT OF COMMENCEMENT PROFESSIONAL SURVEYOR & MAPPER RADIUS RIGHT OF WAY TOP OF BANK TOE OF SLOPE UTUTY EASEMENT ELEVATION (TYPICAL) WATER METER SEWER MANHOLE UTILITY POLE DELTA ELECTRIC SERVCE BOX TELEPHONE SERVICE BOX Fill 1= COPY 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTI 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR & MAPPER. 3. REPRODUCTIONS OF THIS MAP ARE NOT VAUD WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. ' 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE CENTERUNE OF WINTER GARDEN PARKWAY, HAVING A BEARING OF S89'5V43"E, ACCORDING TO THE PLAT OF LAKEWOOD PARK, UNIT 11. AS RECORDED IN PLAT BOOK 11. PAGE 32, PUBUC RECORDS, SAINT LUCIE COUNTY, FLORIDA. 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE 'X', ACCORDING TO THE FLOOD I rJl INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C 0070 J. EFFECTIVE DATE FEBRUARY 16. 2012. THE EXACT 101D d UE DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE. - 6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. 7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES STANDARDS, IN FEET AND DECIMALS THEREOF. FND 4X40CM e. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. NO /D 9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY. 10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF OTHERS. 11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS GFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENTS DEED RESTRICTIONS, OR MURPHY ACT DEEDS. 12. THE LAST DATE OF FIELD WORK WAS FEBRUARY 29, 2020. CERTI FI ED TO: © COPYRIGHT ARNOLD SURVEYING, INC. JOB NO. 20-504 Arnold Surveying, Inc. /�� ALL DRAWINGS OR DOCUMENTS AND COPIES THEREOF ARE INSTRUCTIONS PATRICKGILLESPIE; Cry 2OATE: 02/09/2020 PROFESSIONAL SURVEYORS AND MAPPERS OF SERVICE AND REMAIN THE PROPERTY 15 ARNOLDARF THE 5UDRAW G, INC. SCALE: 1"=30' FLORIDA UCENSED BUSINESS NUMBER 7903 Charles Arnold, ; -1 I _ ' DATE SIGNED THE REPRODUCTION OR UNAUTHORIZED USE OF THESE DRAWINGS OR ANY OTHER PROJECT DOCUMENTS WITHOUT WRITTEN PEPM155ION FROM DRAWN BY: CA 48M N. KINGS HIGHWAY #425, FORT PIERCE, FLORIDA 34951 FLORIDA ProfessionalDLICENSE NO. 4971 Surveyor 8 Mapper ARNOLD 5URVEYING, INC. 15 5TRICTLY PROHIBITED. THI5 DRAWING OR REVIEWED BY: CA 24 VERDE VISTA, FORT PIERCE, FLORIDA 34951 F` DOCUMENT 15 PROTECTED BY FEDERAL COPYRIGHT LAWS. (772) 708-1819 SURVEY®ASI-SURVEY.COM 4'-0„ ED MAR 11 'n20 ST. Lucie County, Permitting 2"x12" REINFORCED FOOTER a ROLL —UP BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET —BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. 2. THIS STRUCTURE IS DESIGNED AS A NON —HABITABLE UTILITY/STORAGE BUILDING (RISK CATEGORY 1) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, INCLUDING DOORS, WINDOWS, OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS LIST, AND NOT PROVIDED AND INSTALLED BY CARPORTS ANYWHERE, INC., WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE AT THE OWNER'S RISK. CARPORTS ANYWHERE NOR THE ENGINEERING DESIGN SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS. 3. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION C101.4.2. 4. ALL STEEL TUBING SHALL BE 50 KSI STEEL AND MEETS/EXCEEDS GALVANIZATION PER ASTM A1003/A1003M-15. 5. PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET —BACKS, AND/OR OTHER LOCAL CODE REQUIREMENTS ARE THE RESPONSIBILITY OF THE OWNER. 6. ROOF AND WALL SHEATHING SECURED WITH #12-14x1" SELF —DRILLING SCREWS WITH SEAL WASHERS 0 6" O.C. MAX. 7. FIELD FRAMING CONNECTIONS SECURED WITH #12-143/4" SELF —DRILLING SCREWS. 8. ALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED. NO WELDING ONSITE. ALL WELDING DONE IN SHOP. 9. CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM 1/2" DIAMETER & 2,50OLB TENSILE STRENGTH. 10. 12 OR 14GA. FRAMING IS 2.5"x2.5' TUBE STEEL NIPPLES ARE 2.25"x2.25" TUBE STEEL AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION 2017 FLORIDA BUILDING CODE, 6TH EDITION —MINIMUM 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS —ALL OPEN AREAS OF CONCRETE OUTSIDE OF THE PROPOSED STRUCTURE SHALL BE DESIGNED TO SLOPE AWAY FROM THE STRUCTURE —MINIMUM GRADE 40 STEEL —REBAR MAY BE BENT IN SHOP OR FIELD PROVIDED: —THE REBAR IS BENT COLD —THE DIAMETER OF THE BEND MEASURED ON THE INSIDE DOES NOT EXCEED 6—BAR DIAMETERS: AND —REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT EXCEPT IN CASES WHERE DOWELS NEED TO BE BENT TO ALIGN WITH A VERTICAL CELL THESE REBAR MAY BE BENT NOT TO EXCEED TO SLOPE OF 1" HORIZONTALLY TO 6' VERTICALLY. —2" COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH SOIL OR WEATHER, AND 1}" ELSEWHERE. REBAR EMBEDDED IN GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF }' FOR FINE GROUT, AND }" FOR COARSE GROUT BETWEEN REBAR AND ANY FACE OF A CELL REBAR USED IN MASONRY WALLS SHALL HAVE A MASONRY COVER (INCLUDING GROUT) OF NOT LESS THAN 2' FOR MASONRY UNITS WITH FACE EXPOSED TO EARTH OR WEATHER, AND 11j' FOR MASONRY UNITS NOT EXPOSED TO EARTH OR WEATHER. —METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY EXPOSED TO WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153, CLASS B-2. METAL PLATE CONNECTORS, SCREWS, BOLTS, AND NAILS EXPOSED DIRECTLY TO WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. SWINGING DOOR 2,500 PSI 4" CONCRETE SLAB WITH W.W.F. (OR FIBER MESH) AND 12"x12" REINFORCED FOOTER PERIMETER 4' J"x54" EXPANSION ANCHOR WITHIN 6" OF EACH POST/TRUSS ALONG SIDES AND EVERY OTHER END —WALL POST 2' MIN. BASE RAIL GRAD — I—�—� i4' _I I. , 1 2.500 PSI 4" CONCRETESLAB WITH I 12" W.W.F.F.OR OR FIBER MES I— (2) #5 REBAR ® 6' O.C. MINIMUM SOIL BEARING CONTINUOUS WITH MINIMUM CAPACITY 2,000 PSF(TYP.) 12" OVERLAP SPLICE CONCRETE FOUNDATION/BASE RAIL ANCHOR DETAIL 2.5" PLAN VIEW DOOR FRAMING J' RECESS DDR WIDTHIi ELEVATION VIEW DOOR FRAMING " RECESS--\ :L .75"T OOR WID OPTIONAL ROLL —UP DOOR CONCRETE SPLASH —GUARD RECESS I BUILDING TYPE (UTILITY STRUCTURE II USAGE SHELTER SO. FT. " 2/13/20 a7f03 Winter Garden PkWy., Ft. Pierce s . 30-L X 42-W X 16.5'H IEVlECOMPLIANCE D FOR )CIE COUNTY N ®®.CC 6) a (n 0) U' Ld 2/15/20 Z MattheW T. BaldWin P.E. Florida License #64608 Sheet, CA-1 OF 6 10 ROLL —UP DOOR REAR END WALL 12 3[::�_ ROLL —UP DOOR FRONT END WALL (TYP.) REVIEWED FOR CODE COMPLIAM STa LUCIE COUNT BOCC DEAD LOAD LIVE LOAD it 50. Fr. 7T03 Winter Garden PkWy., Ft. Pierce 30-L % 42-W % 16.5-H W 5; Z 2/15/20 LL Matthew T. Baldwin P.E. C) Florida License #64608 w I sheet: CA-2 OF 6 CARPORTSANYWHER CODE INFORMATION CODE VERSION F13C 2017 6th Edition ASCE-7-10 MANUFACTURER CARPORTS ANYWHERE BUILDING TYPE UTILITY STRUCTURE CONSTRUCTION TYPE n—B RISK CATEGORY I FIRE PROTECTION NONE SUPPRESSION SYSTEM NONE OCC OCCUPANCY UTILITY, U WIND SPEED VuIt-165mph EXPOSURE B ENCLOSURE ENCLOSED OPEN INTERNAL PRESSURE COEFF. + - 0.18/0.0 IMPORTANCE FACTOR 1.0 ' O.C. MAX. ROOF DEAD LOAD 1OPSF ROOF LIVE LOAD 20PSF OR 3001b P.L. FLOOR DEAD LOAD 10PSF FLOOR LIVE LOAD 50PSF *R*RATING OF WALLS.FLOOR,ROOF N/A MODULES PER BUILDING 1 m HURRICANE PROTECTION USAGE NO u HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 11,260 SO. FT. REVISIONS REV DESCRIPTON DATE BY m ! SWINGINGDO DOOR 3._e77. 3._vI 7. �_`TD• ._011. 3_011. 3_.1 I. •_`Tb •_N6• 3_`Tb• 3,_.11. 3,_e17. 3,_a11. 3,_.11. 3_.11. ._e'1. •_`T6 DMWN ft MTB LEFT SIDE WALL RIGHT SIDE WALL DAM 2/13/20 �n'nO3 Winter Garden PkWy., Ft. Pierce 9p/ REVIEWED FOR CODE COMPLIANCE' ST. LUCIE COU Ty BOCC FILE CUPY 0 Ln W A� CD 3 _ 3 _`Tb• 3'-8�• 3'—e�' 3 _`.ffi• 3 _e17. 3 _e". _e17. Of 2/ 15/20 30'—O L` LEFT SIDE LEAN—TO WALL Matthew T. Baldwin P.E LLJ Florida License #64608 �n Sheet: CA-3 OF 6 IN REAR END WALL FRONT END WALL CODE i fr: l P e ` P TYPE PER SHELTER .0 OPSF O MTB REW Epp/ mt n 2/13/20 ��aa 1� �C99 p�++ tltl HHp,q COMPLIANCE °�}03 K'inter Garden PkWy., Ft. Pierce CODE 'LOM LIA 301 % 42-W % 16.5-H ST. LUCIE COUNTY FILE MA, V) W 2/15/20 > Matthew T. BaldWin P.E. Florida License #64608 wSheet: CA-4 OF 6 t LEFT SIDE WALL LEFT SIDE LEAN—TO WALL SMNGINc DOOR RIGHT SIDE WALL PIEVI WED FOR ,ODDE COMPLIANT ST. LUCIE COUNT BOCC FILE TYPE FlRE ROOF DEAD LOAD 10PSF ROOF L1VE LOAD OPSF OR 30016 P.L FLOOR DEAD LOAD 11OPSF FLOOR LIVE LOAD SOPSF MTB """"03 Winter Garden PkWy., Ft. Pierce � 30-L X 42-W X 16.5-H a, V) � w 2/15/20 MottheW T. BaldWin P.E. w Florida License #64608 U5 sheet: CA-5 OF 6 A MINIMUM 6' TS NIPPLE NIPPLE SECURED TO WALL POST WITH SC)#12 14xr SELF -DRILLING NIPPLE TO BASE RAIL III;TTI�� I II —II I - POST TO BASE RAIL CONNECTION A ANGLE CUP SC NON-STRUCTURAL NON-STRUCTURAL HEADER OR WINDOW RAIL TO POST DETAIL #12-14x4' SELF—DRIWNG SCREWS b 10' O.C. MAX., 3' MAX. FROM CORNERS HORIZONTALLY/ 4' MAX FROM CoRNERs VERDCALLI INTERIOR EXTERIOR DOOR FRAME TO POST CONNECTION MINIMUM 6' TS NIPPLE. NIPPLE SECURED TO WALL POST WITH SCREWS 14)jj' SELF -DRILLING NIPPLE T 2'x2'x2' 16 GA ANGLE CUP BASE RAI SECURED WITH (4) #12-144' SELF-DRIWNG SCREWS .I' fir— - END POST TO BASE RAIL CONNECTION 2'x2'x2' 16 GA ANGLE CUP SECURED SWffH(44) W72-14x4' SELF—DRIWNG VARIES STD. MAX. SPACIN 3' MIN. STD. MAX. SP ,CING VARIES SIDE WALL ROLL -UP DOOR/FRAME OUT HEADER DETAIL INSTALL PER MANUFACTURERS INSTRUCTIONS LF-DRIWNG 6' O.C. MAX. FROM CORNERS ROLL -UP DOOR TO POST CONNECTION 2'x2'x2' 16 GA ANGLE CUP SECURED WITH (4) g12-14xj' SELF-DRIWNG SCREWS INTERMEDIATE POST TO HEADER/BASE RAIL/OR WINDOW RAIL DETAIL 26 GAUGE ROOF SHEATHING SECURED WITH UlP,z -12s(C9cSCREWS o D.C. (' o MAX) MINIMUM 6' TS NIPPLE. NIPPI SECURED TO WALL POST WID SELF-DRILLING 2'x2'x2' 16 GA ANGLE CUP SCREWS SECURED WITH (4) 812-14J. SELF-DRIWNG SCREWS SINGLE OR DOUBLE TS -HEADER SINGLE OR DOUBLETS T BASE�RAI 8, HEADER HEADER CONNECTION HEADER CONNECTION DETAIL DETAIL OPTION 1 OPTION 2 1' 16 GAUGE FURRING CHANNEL 48' O.C. MAX. SECURED WITH (2)812-14x1' SELF -DRILLING SCREWS TO EACH RAFTER. ROOF PANEL CONNECTION VERTICAL SHEATHING OPTION 76 GA U-CHANNEL BRACE, MIN. 24' UP n T' POST. MIN. 48' OVE T' POST. MIN. 45' TO MAX 69 FROM HORIZ. (EXCLUDE END -WALLS) MINIMUM 6' TS NIPPLE NIPPL SECURED TO WALL POST WITH SCREWS 14>d' SELF-DRIWNG BOX EAVE RAFTER TO POST CONNECTION DETAIL DESIGN PRESSURES - 165 Mph ROOF +24.6/-54.3 WALLS +28.9/-31.8 DOORS +28.9/-31.8 WINDOWS 1 +28.9/-31.8 1 2 3 4 5 ZONE + 12.4 -27.7 + 15.5 -42.3 +24.6 -54.3 +27.8 -29.8 +28.9 -31.8 NIPP TO TRUS MINIMUM 6' TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)#12-14x1' SELF-DRIWNG SCREWS POST TO TRUSS 4' WELD ® 2' O.C. MAX. MINIMUM 12' TS NIPPLE. NIPPLE SECURED TO TRUSS & EXTENSION WITH (4412-14x]' SELF-DRIWNG 6' TS NIPPLE. ECURED TO WA LEAN-TO TO TRUSS CONNECTION NIPPLE TRUSSED RAFTER REVi CONNECTION DETAIL ODE Q APPROVED PRODUCTS APPR LEAC ROOF SHEATHING Carports Anywhere FL27402.1—R1 Hampton Rib Roof Panel WALL SHEATHING Carports Anywhere FL27403.1 Hampton Rib Wall Panel SWINGING DOOR ELIXER DOOR AND METAL COMPANY FL17996.5 407 STEEL DOOR ROLL —UP DOOR JANUS INTERNATIONAL CORPORATION FL12765.3—R5 SERIES 3100 RISK CATEGORY I FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY UTILTTY. U WIND SPEED ult-165mph EXPOSURE B ENCLOSURE ENCLOSED OPEN INTERNAL PRESSURE COEFF. + — 0.18 0.0 IMPORTANCE FACTOR 1.0 ROOF DEAD LOAD IOPSF ROOF LIVE LOAD 20PSF OR 300Ib P.C.- FLOOR DEAD LOAD 1OPSF FLOOR LIVE LOAD 50PSF 'R"RATING OF WALLS.FLOOR.ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 1.260 SQ. FT. 2/13/20 inter Garden PkWy., Ft. Pierce _'30'L X 42-W X 16.6'H UNTY cn 2/15/20 _J MattheW T. BOIdWIn P.E. Florida License #64608 w o Sheet: CA-6 OF 6