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HomeMy WebLinkAboutConstruction Planst FND 51W IRC PSM # 5642 �} OHP - OHP - LOT 2 BLOCK 106 THE WEST 5' 5' WOOD FENCE LOT 1 BLOCK 106 OCCUPIED FND 1/2" IR (NO ID) 1.7'N/04W a -FND 5/8" IRC a LS # 3377 21.34 S 89-57'51" E 21.55 118.40' LOT 29 I WEST 1/2 LOT 28 I EAST 1/2 LOT 28 I LOT 27 BLOCK 106 BLOCK 106 BLOCK 106 BLOCK 106 OCCUPIED AS ONE OCC PIED AS ONE FND 1/2" IR (NO ID) FND 5/8" IR FND 5/8. IRC 10'D&UE MR--IQ11P "EAHP - OHP - _x X 4' METAL FENCE in LOT 2 o BLOCK 106 "c�_n LESS THE WEST 5' (n 22.39 42.8' EXISTING 84.16 2i:BOX - X - 921.79 ISET 5/8" MC r` LB # 7903 x 23.85 Boundary * Topographic Survey For: BIII * Detrla West RECI; DEC 17 2019 PSM # 5543 121.13 LB # 5049 7204 COQUINA AVENUE, FORT PIERCE, FL 34951 1 ST. Lucie County, Perrnittl - OHP - OAP 8d 82 'X X- EXISTING SHED 22.57 b N 53.2' EiSMGO 22. WELL 5.�; �, ., C I"CRER SLAB 23,53x a� nA , ...,. EXISTING 1 STORY FRAME p FIFE = 24.4' p 38.0' x P4,38 x 23,78 90 c 17.8' 4 21.5' COVERED .' '• ENTRY 2 ,03 23.76::' m '..CONCRETE w DRIVE a S 89^! 23.55 19D&UE - OHP --4OHP8"F-Ip=X- 84.7 22,0 �' 6T S T?O 22.02 O � 11 T. CO PROPOSED CONCRETE ^ CD C) SLAB rn 117.7' I /1/-- 4' METAL \ FENCE 6X22. 22 �ic 2XX09 X-X23.RX4 INV� ^a'22.47'" 20.00'1 IN.65 0 - 21.76a 21.97 20.93 a1.4F, _ r n 1" 75.00' 99n nn' FND NAIEL 21 FND ND c syFND FND ND O ID BENCHMARK LB # 6790 BENCHMARK ELEV. = 21.59 , _ ,, ELEV. = 21.66' NOTE: ADDED SITE PLAN TO' SLTRVEY 10/20/2019 BY CA STREET ADDRESS: E LEGAL DESCRIPTION: LOT 2, LESS THE WEST 5 FEET, AND ALL OF LOTS 3 AND 4, BLOCK 106, LAKEWOOD PARK, UNIT NINE, - ACCORDING TO THE PLAT THEREOF, AS RECORDED IN O' 30' 60' PLAT BOOK 11, PAGES 27, A-D, OF THE PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. LEGEND � ABBREVIATIONS: GRAPHIC SCALE IN FEET A ARC LENGTH OHP OVERHEAD UTIU71ES A/C AIR CONDITIONER ORB OFFICIAL RECORDS BOOK BSL BUILDING SETBACK LINE P PLAT DATA C CALCULATED FROM FIELD MEASUREMENTS PB PLAT BOOK LOT 5. CBS CONCRETE BLOCK STRUCTURE POP PERMANENT CONTROL POINT BLOCK 106 CONC CM CONCRETE CONCRETE MONUMENT PG(S) POB PAGE(S) POINT OF BEGINNING CA CENTERUNE POC POINT OF COMMENCEMENT OCCUPIED D&UE DRAINAGE & UTILITY EASEMENT PSM PROFESSIONAL SURVEYOR & MAPPER ELEV ELEVATION R RADIUS FFE FINISH FLOOR ELEVATION R/W RIGHT OF WAY D FND FOUND TOB TOP OF BANK ID IDENTIFICATION NUMBER TOS TOE OF SLOPE 6 IP IR IRON PIPE .IRON ROD UE UTILITY EASEM Aa rH 7p�/�I� e� (� ELEVATION (TYPI Al1)III@, SEI L,yCK REQ. IRC IRON ROD & CAP WATER METER LB LS LICENSED BUSINESS LICENSED SURVEYOR FI SEWER -MANHOLE UTILITY POLE FRONT 7G, DELTA �jL1�_�- NAVD ND NORTH AAMMERCTAN VERTICAL DATUM NAIL &DISK TELEPHONE SIE ER B2�9BR 23.23 GENERAL NOTES: CNR 5lfli<S� c 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL ! RFAR 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS NOT SURVEYOR CERTIFIED BY TryVU&Ni G RIDA 3 LICENSED & MAPPER. TECH. 3. REPRODUCTIONS OF THIS MAP ARE NOT VAUD WITHOUT THE SIGNATURE AND ORI LICENSED SURVEYOR &MAPPER. 1/2" IR 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE CENTERLINE OF COQUINA AVENUE HAVING A IIwwtt (•�O ID) BEARING OF S89'57'51-E, ACCORDING TO THE PLAT OF LAKEWOOD PARK, UNIT NINE, AS RECORDED IN PLAT BOOK �= 22 11, PAGE 27. PUBLIC RECORDS, SAINT LUCIE COUNTY, FLORIDA. 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE -X', ACCORDING TO THE FLOOD - -x 19.88 INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C 0070 J, EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT DESIGNATION' CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE. x ?-1,16 6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. 21.66 7 ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES STANDARDS, IN FEET AND DECIMALS S 89 57'51" E THEREOF. 2 9.43' B. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. 9. UNDERGROUND UTIUTIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY. 21.45 10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPYD SURVEYED OR LAND OF OTHERS. FND ND LB # 7903 RE LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS-OF-WAY��EMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY ACT DEEDS. 12. THE LAST DATE OF FIELD WORK WAS OCTOBER 15. 2019. Cj CERTIFIED TO: WI LLIAM 5. WE5T IV; DETRIA M. WEST; - _ © COPYRIGHT ARNOLD SURVEYING, INC. ALL DRAWINGS OR DOCUMENTS AND COPIES THEREOF ARE INSTRUCTIONS OF SERVICE AND REMAIN THE PROPERTY OF ARNOLD SURVEYING, INC. THE REPRODUCTION OR UNAUTHORIZED USE OF THESE DRAWINGS OR ANY OTHER PROJECT DOCUMENTS WITHOUT WRITTEN PERMISSION FROMARNOLD . SURVEYING, INC. IS STRICTLY PROHIBITED. THIS DRAWING OR OCUMENT 15 PROTECTED BY FEDERAL COPYRIGHT LAWS. DOCUMENT JOB N0. 19-537 DATE: 10 "=30' 19 SCALE: Y.' C DRAWN BY: CA REVIEWED BY: CA Arnold S In Inc. �" y gT PROFESSIONALS VEYORS AND MAPPERS FLORIDANGSLICENSED BUSINESS NUMBER DA 3 4888 N. KINGS HIGHWAY µ25, FORT PIERCE, FLORIDA 34851 24 VERDE VISTA, FORT PIERCE, FLORIDA 34951 (772) 708-1819 SURVEYOASI-SURVEY.COM -Charles, Arno d ' ' Professional Surveyor &Mapper FLORIDA LICENSE,NO. 4971 -7AT ICI ED EI RECEIVED DEC 112019 ST. Lucie County, Permitting 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 #12-140" SELF —DRILLING SCREWS WITH SEAL WASHERS ® 6" O.C. MAX. 7. FIELD FRAMING CONNECTIONS SECURED WITH #12-14x3/4" 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 & 2,500LB TENSILE STRENGTH. 10. 12 OR 14GA. FRAMING IS 2.6"x2.5" TUBE STEEL. NIPPLES ARE 2.25"x2.25" TUBE STEEL TREATED AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION 6 OF THE 2017 FLORIDA BUILDING CODE, 6TH EDITION - INI U 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 MUM GRADE 40 STEEL AR 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 R 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 14" 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 14" 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. MIN. 2,500 PSI 4" CONCRETE SLAB WITH W.W.F. (OR FIBER MESH) AND 12%12e REINFORCED FOOTER PERIMETER WINDOW G--3'-1 1 6'-78" J"x5j" EXPANSION ANCHOR WITHIN 6" OF EACH POST/TRUSS ALONG SIDES AND EVERY OTHER END —WALL POST 2" MIN. rmSE RAIL GRAD _a. 2,500 PSI 4" CONCRETE IWITH R MES W.W.F. OR FIBER I 12" F'— (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 PLAN VIEW DOOR FRAMING RECESS i DOOR WIDTIh ELEVATION VIEW DOOR FRAMING " RECESS :L .75'T OOR WIO OPTIONAL ROLL -UP DOOR CONCRETE SPLASH -GUARD RECESS 12"x12" REINFORCED FOOTER m on UP I I a DE COB LUCIE W_ IINTERNAL PRESSURE COEFF. I+/— 0.18 1 ME "' 11/25/19 TIC' 7204 Coquina Ave., Ft. Pierce ' 30'L X 24'W X 10'H i0 5 'a) F F1 ILI NCE O NTY w Z 11/28/19 Matthew T. Baldwin P.E. Florida License #64608 Sheet CA-1 OF 4 Rim 110 FRONT END WALL WINDOW LEFT SIDE WALL CpiRP0RT5ANYVVHERE. CODE INFORMATION )DE VERSION C 2017 6th Edition, CE-7-10 ANUFACTURER JrARPORTS ANYWHERE JILDING TYPE iUTILTY STRUCTURE U ROOF DEAD LOAD 10PSF 24.-0° ROOF LIVE LOAD 20PSF REAR END WALL FLOOR DEAD LOAD toPSF FLOOR LIVE LOAD 50PSF 'R'RATING OF WALLS.FLOOR.ROOF N/A 1 NO NO 720 S0. Fr. SWINGING MTB DOOR ok� 11/25/19 LO Mm: 7204 Coquina Ave., Ft. Pierce 5M 30'L X 24'W X 10'H ST. LUCIE W z � 11/28/19 Matthew T. Baldwin P.E. Ld Florida License #64608 (n Sheet: RIGHT SIDE WALL CA-3 OF 4 MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH /— (4)#12-14x3' SELF —DRILLING �AJII// SCREWS nib"/NIPPLE TO � \ BASE RAIL POST TO BASE RAIL CONNECTION MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)#12-14xj" SELF —DRILLING SCREWS 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14,4" SELF—DRILUNG SCREWS END POST TO BASE RAIL CONNECTION 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14x4" SELF —DRILLING SCREWS NON—STRUCTURAL HEADER OR WINDOW RAIL TO POST DETAIL INTERIOR #12-14x;" SELF —DRILLING SCREWS ® 10" O.C. MAX.. 3" MAX. FROM CORNERS HORIZONTALLY/ 4" MAX. FROM CORNERS VERTICALO EXTERIOR DOOR FRAME TO POST CONNECTION 2"x2"x2" 16 GA. ANGLE CUP SECURED WITH (4) #12-144" SELF —DRILLING SCREWS 2"xVx2" 16 GA. ANGLE CLIP .SECURED WITH (4) #12-14p SELF —DRILLING SCREWS OR DOUBLE TS INTERMEDIATE POST TO HEADER/BASE RAIL/OR HEADER CONNECTION WINDOW RAIL DETAIL DETAIL OPTION 1 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14)1- SELF —DRILLING MAX. MIN. T. MAX. SPACING -VARIES-mI SIDE WALL ROLL -UP DOOR/FRAME OUT HEADER DETAIL INSTALL PER MANUFACTURERS INSTRUCTIONS LF—DRILUNG 6" O.C. MAX. FROM CORNERS ROLL —UP DOOR TO POST CONNECTION DESIGN PRESSURES — 165 Mph ROOF +22.0/-48.4 WALLS +22.8/-25.4 DOORS +22.8/-25.4 WINDOWS +22.8/-25.4 1 2 3 4 5 ZONE +11.7 —25.8 +14.3 —39.1 +22.0 —48.4 +20.1 —23.8 +22.8 —25.4 26 GAUGE ROOF SHEATHING SECURED WITH (1)#12-14)4" SELF —DRILLING SCREWS '2-1-2-1' (6" O.C. (9" O.C. MAX.)) 1" 16 GAUGE FURRING CHANNEL 48" O.C. MAX. SECURED WITH (2)#12-14x1' SELF—DRILUNG SCREWS TO EACH RAFTER. ROOF PANEL CONNECTION VERTICAL SHEATHING OPTION TO 17 16 GA. U—CHANNEL BRACE, MIN. 24" UP T( 7' POST, MIN. 48" OVE 7' POST. MIN. 45' TO MAX. 69 FROM HORIZ. (EXCLUDE END —WALLS) MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)#12-14x1" SELF —DRILLING SCREWS BOX EAVE RAFTER TO POST CONNECTION DETAIL MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH SCREWS 14x" SELF —DRILLING SINGLE OR DOUBLETS HEADER CONNECTION DETAIL OPTION 2 TO MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)#12-14x1" SELF —DRILLING SCREWS POST TO TRUSS CONNECTION REVIEWED CODE COMPI ST. LUCIE C( SOCC APPROVED PRODUCTS APPROVAL NO. 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 WINDOW MI WINDOWS AND DOORS L17499.1—R5 F MODEL 185 SH ROOF CATEGORY MTB STRUCTURE 7204 Coquina Ave" Ft. Pierce s¢e 30'L X 24'W X 10-H E �1 11/28/19 Matthew T. Baldwin P.E. Sheet: CA-4 OF 4