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Home My WebLink AboutBUILDING SITE PLANS_---------- _._._.__.._�__..--_.-_..___ v� .jam I t '- I •, Y- 3 'A\P ROOF SHEATHING NAILING ZONE INFO. ZONE PI REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O.C. FIELD, ZONE P2 4X 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.0 PERIMETER & 4" O.C. FIELD. NOTES 19/32" COX PLYWOOD SHEATHING 25'- 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. UNDERLAYMENT FELT SHALL BE PEEL & STICK OR 304 FELT COMPLYING W/ ASTM D226. \ 27c4 "Xo(SPeelllf+ Q 4 •rr-us5S6 Bac (4ArDIe PGA 5YL ze 4 4rOJ uC. GABLE Op He J'i4e W vp.,Q ND 5®a" PX 2 X 4 SPRUE4; OR 2 X4 SHEATHING TO BE BETTER LATERAL CING NAILED WITH8D BRACE W O.C. COMMON NAILS WITH (2)16D 6" O.C. @ EDGES AND COMMON NAILS 12" O.C. INTERMEDIATE &,ToTE 41wTF-IORTRUSSES O GND (TYPICAL) T 16D COMMON NAILS @ 161, O.C. GYPSUM WALL BOARD 2 X 8 P.T. WITH 1/2" BENT UP AND "J" BOLT OR OVER GABLE CHORD V�27X 5/2 WCDGIT BOTTOM @ 4' o.c. 51MPSON META Zo 1 M ESEn 4" GALE END DETAIL PIC c-rrz. OvTiF_S�fj"CDK PC-{cU 00P uL/ 51 �I Psv>v 14V-T-n zo P94r- M ATCC.�td OFyr 5P r Ih'�w !C^1 rONi . Ljot Fri # P�tP �S�E. _ II I� FIL..LEC>CtL-L-.L-. lcop1�u 5&isJt A I uG.c. G PRODUCT REVIEW PRODUCT OPENING DESIGN PRESSURES (WORST CASE) PRODUCT DESIGN PRESSURES MANUFACTURER MODEL# APPROVAL # GLASS TYPE ATTACHMENT METHOD ROOF ZONE 1-29.1 -72.6 TRI-BUILT UNDERLAYMENT FL# N/A MECHANICALLY ATTACHED WITH NAILS AND TIN CAPS ZONE 2 4&4 16048.1 SPACED 6' O.C. ATTHE 4" LAPS & 6" D.C. IN THREE ZONE 3 -72.6 EQUALLY SPACED ROWS IN THE CENTER OF THE SHEET (SELF -ADHERED) ROOF ZONE 1-29.1 -97.25 EXTREME METAL 5 V CRIMP FL# NOW #10 X 1" PANCAJ' MIN. THRU DECK OR SIB" ZONE 2 49.4 FABRICATIONS 17022-R7 IMPACT EMBEDMENT IN'M WOOD PLANK ZONE 3 -72.6 THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR REVIEW AND APPROVAL FOR USE OF PRODUCTS LISTED FOR THIS STRUCTURE. THE ACCEPTANCL OF IHLst PKV UUC I S ANU Mt I HUDS Ur ATTACHMENT 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 PRODUCTS. CONNECTOR SCHEDULE TRUSS ID BEARING POINT(S) TRUSS ACTUAL UPLIFT (GROUPED, WORST CASE SIMPSON CONNECTORS) CONNECrOR(S) UPLIFT DESIGN FASTENERS A -Al EACH 637# 3) HETA 20 181011 9.10dx1-1/2" 8.81 EACH S22# (1) MTS 16 1000# 14.10dx1-1/2" GEA 48" O.G. 272# 3 HETA 20 2810# 9-1061-1/2" KINGIACK iSTBRG 743# (1 HETA 20 1810# 9.10dx1-1/2" ZND BRG 591# 1 MTS 16 1000# 14-10dx1-1/2" VALLEY TRUSSES I 48" O.C. 1 672# (i)MTS 16 1000# 14-10dx1-1/2" • •---•••-•••-••- •--• nvr vnvvnrvaw. 'nr MVSIO IKUSS, JOB #75639-CARPORT. TRUSS ENGINEERING DATED 11/16/2018. All LOADS REPRESENT WORST CASE LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT. DPP O . EhD�, 1'1? V�i�fi h-( L�¢,r Z 4�-4-" s 0 FOUNDATION SCHEDULE n S-1 4" (3000 PSI) POURED CONCRETE SLAB WITH FIBLRMESH REINFORCING ON .006" VAPOR BARRIER OVER CLEAN COMPACTED TREATED FILL. F-1 18" DEEP X 18" WIDE MONOLITHIC FOOTING WITH 3 # 5 BARS CONTINUOUS. I (NISI GGFIEDULE M"UF T LINTEL NO. LENGTH SAFE GRAVITY LOAD UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM LS 2'1W 6113#44600 8F16/1T-SB L2 V'6" 6113#3547# nAPPUEDSAFE SF16/IT-18 4'-0" 6113#3079# SF16/3T-18 L4 4'-6" 6113#2724# BFl6/1T-1B LS V-4" 5365#2290# 8F16/3T-1B L6 5'10" 4360# 2093# BF16/ST-18 L7 6'-6" 348M 18800 1 BF16/ST-18 LB 7'-G" 2661# 16349 8F16/1T-IB L9 9'-4" 1843# 1133# BF16/1T-1B L10 10•-6" 1533# _ 1 914# _ * BF16/1T-18 L 11 11'4" 1366# 79911 SF16/ST-18 L12 12'-0" 1254# 723# RF16/ST-IB L13 13'4" 307S# 606# 8F16/1T-iB L14 14'-U' 1002# SS9# 8F16/3T-1B LIS 14'-8" 1370# 519# 8F16/iT-1B L16 15'4" 12504 485# BF36/IT-18 L17 1744" 950# 404# 9F16/1T-18 L18 19'4" 750# 347# 9F16/1T-18 L19 21'4" 598# 306# 8FI6/IT-18 L20 22'-V S50# 295# 8F16/1T-1B L21 24'-M' 450# ( #: 267# IZ62R' RF76/1T-I9 NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT. APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. Certification for Design Load CoF1 Hlr-cl , r T ! sum lb-0 1. DESIGN CODE: Florida IwE71E PBDT-ALcode 2017 Edition w/20_ supplements using ASCE 7-10 2. 3. Structure Design Is:_ Enclosed_ Partially Enclosed _)C Open Building Risk Category: _I �C,II _ III _P IV Exposure Category: _B X C _D Adjustment coefficient NZ I Architectonic I n e 4. Design Wind Velocity mph _ASD LRFD End Zone Width 4 ft. 5. Mean Roof Height: 14 ft. Roof Pitch: 40 � 12 Parapet 6. `ft r Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 3a 'MRH (worst case) Zone 1: Zone 2:-4g. one 3:-72.6Zone g06 DELAWARE AVENUE 7. 4:33_8 Zone 5:-LI Garage: _ Design Loads: Floor: 7r PSF Roof/Dead: /Y PSF Roof/Live � PSF Balcony: _PSF FORT PIERCE, FLORIDA 34950 T: 772 460 7751 Dock: _PSF Deck: -PSF Stairs: -PSF Fence: ` PSF Railing: _PSF F: 772 460 4244 B. 9. Were Shear Walls Considered for Structure? � Yes_NotApplicable Explain Why Not: Is a Continuous Load Path provided? Yes WWW.ARCHITECTONICINC.COM LC -,_,Not applicable Explain Why Not: 10. Soil boring Test required _ Yes �No (based upon section 1803.2 exception) STATE REG # AA26003348 STRUCTURAL NOTES: 1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE. COPYRIGHT 2017 2. CONCRETE TO BE 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND PROJECT FOOTINGS TO 2500 P.S.I. MIN. 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETER WITH 30' MIN. LAP, 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3° BENNS 1-1/2° P ALLAS CARPORT COLUMNS 1-1/2" 5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12' AND COMPACTED TO A MINIMUM OF 95% ST. LUCIE COUNTY, FLORIDA MODIFIED PROCTOR DENSITY. 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2017 EDITION 7. DOOR AN WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. e. PRECAST/PRESTRESSED CONCRETE LINTELS TO HAVE e" MINIMUM BEARING. SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. 9. FOR METHOD OF ATTACHEMENT OF DOORS & WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT. "NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM ' CLIENT Z-MAX COATING OR BETTER. - _ _-__.______-_ _ 'r•�4�- �(�EL/,B.'rlQh� .brr-e 1 L AGi=, i14., ICoSc;<. Cole, %.L.00-1C CoL j '" %F tv/ ',.N stS Avs 0 T�BI. zxlz, ri '1 SIL+�PSo1J i+i1C.Z101 - W��1QJ%�/a y:2314� 1-tT€05 4 to-tod I VA Z A'- 4-" FC_oO r-- Pos-"ti " f CONSULTANTS REGISTRATION REVISIONS NO DATE y 1ZE9 tO�n�C� AR96898 KEY PLAN ST. LUCIE COUNTY REVIEWED FOR COMPS L N G VISI N REVIEWED By te DATEPLANS AND C SITE OR NOINSPIT M S 8E K t S'r QyNAV' c,/, I 13E MADE THESE PLANS AND ALL PROPOSED WORX ARE SUDJECTTO ANY CORRECTIONS MAY REQUIRED ffF1ELpINSPECTORS ORDER TO FILE COPY. MAY BE NECESQfiRY IN OIIDER TO COMPLY WITH ALL APPLICABLE CODES. CONCEALED FASTENERS OR ATTACHMENT SHEET TITLE / SHEET NUMBER ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD, RECEIVED A- or- � JAN 2 9 2019 I ST. Lucie County, ParmlttinR yrT PROJECT NUMBER 8 ( I o DATE \\ c 1 % 12 /7 / a '(�u5/6ry PBB�'tIT LEGAL DESCRIPTION PARCEL 1: THE NORTH Y2 OF LOT 9 OF THE SUBDIVISION OF SECTION 29, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, AS PER PLAT THEREOF RECORDED IN PLAT BOOK 3, PAGE 23, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. PARCEL 2: THE SOUTH % OF LOT 9 OF THE SUBDIVISION OF SECTION 29, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST, LUCIE COUNTY, FL, LESS THE EAST 15 FEET FOR CANAL RIGHT—OF—WAY AND SUBJECT TO A NON—EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS OVER THE SOUTH 60 FEET OF THE SUBJECT PROPERTY. EXISTING SINGLE STORY RESIDENCE m SYMBOLOGY (L CENTERLINE ® TELEPHONE UTILITY 0 ELECTRIC BOX D4 VALVE ® SANITARY MANHOLE CONCRETE ® PAVERS AREA LIGHTING ® WATER METER --� 4' BARBED WIRE FENCE ASPHALT �— SIGN -0� WOOD POWER POLE DIRT ROAD — — OVERHEAD UTILITY MAILBOX VICINITY MAP GRAPHIC SCALE 30 60 120 ( IN FEET ) 1 inch = 60 ft. ABBREVIATIONS (C) CALCULATED (M) MEASURED (P) PLAT DATA C&G CONCRETE CURB & GUTTER CH.B CHORD BEARING CH.D CHORD DISTANCE CM CONCRETE MONUMENT A DELTA ANGLE D.E. DRAINAGE EASEMENT FFE FINISHED FLOOR ELEVATION IRC IRON ROD & CAP L ARC LENGTH L.E. LANDSCAPE EASEMENT LB LICENSED BUSINESS M&D HAG & DISC N/D NAIL AND DISK 240 NAVD NORTH AMERICAN VERTICAL DATUM NGVD NATIONAL GEODETIC VERTICAL DATUM NR NON RADIAL ORB OFFICIAL RECORDS BOOK P.U.E. PRIVATE UTILITY EASEMENT PC POINT OF CURVATURE PG PAGE PI POINT OF INTERSECTION PLS PROFESSIONAL LAND SURVEYOR POD POINT OF BEGINNING POC POINT OF COMMENCEMENT POT POINT OF TERMINUS PRM PERMANENT REFERENCE MONUMENT PT POINT OF TANGENCY R RADIUS R/W RIGHT OF WAY WV WATER VALVE fpStt uca F deaTwM,ke na �'-` RPw" Fort Pierce North _ Anglev,11" - S O Fort Pierce rl ecro� m o® 4 PROJECT _ Indian Ft"(!, AREA 0 state Coiled -_ Fort Pierce U Sntdh While city li �y Indian RI Eetate5 NOTES 1. THIS DOCUMENT IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. ANY REVISIONS MADE TO THIS DOCUMENT OR ASSOCIATED REPORTS WITHOUT THE WRITTEN CONSENT OF THE UNDERSIGNED WILL VOID THE SEAL WHICH HAS BEEN PLACED HEREON. 3. NO ABSTRACT WAS MADE BY THE UNDERSIGNED TO VERIFY ACTUAL LEGAL OWNERSHIP, RIGHTS —OF —WAY, EASEMENTS OR OTHER BURDENS ON THE SUBJECT PROPERTY OTHER THAN THOSE FURNISHED BY THE CLIENT OR THEIR REPRESENTATIVE. DESCRIPTION SHOWN HEREON IS BASED ON INFORMATION RECORDED IN OFFICIAL RECORDS BOOK 3232, PAGE 117 AND BOOK 2027, PAGE 1004, ST. LUCIE COUNTY, FLORIDA. 4. SUBJECT PROPERTY CONTAINS 20.43 ACRES, MORE OR LESS (890,030.62 SQUARE FEET). 5. THE LAST DATE OF FIELD WORK WAS NOVEMBER 14, 2018. 6. REVISIONS SHOWN HEREON DO NOT REPRESENT A "FIELD SURVEY UPDATE" UNLESS OTHERWISE NOTED. 7. THE NORTH LINE OF THE SUBJECT TRACT IS ASSUMED TO BEAR N89"29'31"E; ALL OTHER BEARINGS SHOWN ARE RELATIVE THERETO. 8. UNDERGROUND UTILITIES, UTILITY SERVICES, FOUNDATIONS AND IMPROVEMENTS WERE NOT LOCATED AS A PART OF THIS SURVEY. 9. IMPROVEMENTS, OTHER THAN THOSE SHOWN HEREON, WERE NOT LOCATED AS PART OF THIS SURVEY. 10. IN SOME INSTANCES, GRAPHIC REPRESENTATIONS AND SYMBOLS SHOWN HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE THE RELATIONSHIP BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOT LINES. THE _ DIMENSIONS SHOWN SHALL CONTROL THE LOCATION, OF THE IMPROVEMENTS, OVER THE SCALED POSITIONS. 11. SUBJECT PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION "X", BASED ON FLOODINSURANCE RATE MAP J. DATED ARY CARE SREFERENCED 12. ALL ELEVATIONS S OH WNNo. HEREON TOUNORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 0 _s Approve AND ARE BASED ON GLOBAL NAVIGATION SATELLITE SYSTEM (GNSS) MEASUREMENTS. CERTIFICATION THIS MAP REPRESENTS AN ACTUAL ON THE GROUND SURVEY PERFORMED BY ME OR UNDER MY DIRECT SUPERVISION. THIS MAP AND SURVEY IS ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. THIS MAP AND SURVEY COMPLIES WITH THE STANDARDS OF PRACTICE AS CODIFIED IN CHAPTER 472, FLORIDA STATUTES, AND IN CHAPTER 5J-17 OF THE FLORIDA ADMINISTRATIVE CODE. DETAIL "A" (NOT TO SCALE) i PjSI - e ,T► m, r �F = MAXWELL GEOSPATIAL, INC. �; '1 ' •• r = ```,' 565 39th Court SW, Vero Beach, FL 32968 web: maxwellgeospatial.com, email: chad@maxweligeospatial.com ==11Y1 i 'tAt PdCHAD MAXWELL, FLORIDA REGISTRATION #7070 SIGNATURE DATE Certificate of Authorization #LBE758 P: (772) 925-1060, M: (337) 356-2643 PROFESSIONAL SURVEYOR AND MAPPER 0 o o c;t I.EIfr GftiPtY, PBY4w� f)%IR9 , A BOUNDARY SURVEY FOR: BILL PALLAS 3233 HATTAE" ROAD FORT PIERCE, FL 34M SECTION 29, TOWNSHIP 35 SOUTH, RANGE 39 EAST FORT PIERCE, FLORIDA, ST. LUCIE COUNTY DATE 11/21/2018 CREATED BY PCM SCALE 1" = 60' CHECKED BY PCM FILENAME 18109 3233 MATTHEWS_FB.DWG N W 1/29/2019 ADD DIMENSION 3/12/2019 FORMBOARD NE CORNER SECTION 29 er'FOUND %" IRC LB 4108 E n z SHEET 2 a OF LEGAL DESCRIPTION PARCEL 1: THE NORTH 1J OF LOT 9 OF THE SUBDIVISION OF SECTION 29, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, AS PER PLAT THEREOF RECORDED IN PLAT BOOK 3, PAGE 23, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. PARCEL 2: THE SOUTH } OF LOT 9 OF THE SUBDIVISION OF SECTION 29, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST, LUCIE COUNTY, FL, LESS THE EAST 15 FEET FOR CANAL RIGHT-OF-WAY AND SUBJECT TO A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS OVER THE SOUTH 60 FEET OF THE SUBJECT PROPERTY. MIN. SETBACK REQ, FRONT ci�Q SIDES CNR SIDES REAR ZNG. TECH. GRAPHIC SCALE ( IN FEET ) 1 inch = 60 ft. SYMBOLOGY ABBREVIATIONS CENTERLINE (C) CALCULATED ® TELEPHONE UTILITY (M) MEASURED PLAT DATA Q ELECTRIC BOX C&)G CONCRETE CURB & GUTTER D4 VALVE CH.B CHORD BEARING Q SANITARY MANHOLE CH.D CHORD DISTANCE CONCRETE CM CONCRETE MONUMENT A DELTA ANGLE ® PAVERS D.E. DRAINAGE EASEMENT -�} AREA LIGHTING FFE FINISHED FLOOR ELEVATION ® WATER METER IRC IRON ROD & CAP L ARC LENGTH �°— 4' BARBED WIRE FENCE L.E. LANDSCAPE EASEMENT ASPHALT LB LICENSED BUSINESS SIGN M&D MAG & DISC N/D NAIL AND DISK cO� WOOD POWER POLE 0 DIRT ROAD — — OVERHEAD UTILITY MAILBOX VICINITY MAP NOTES NAVD NORTH AMERICAN VERTICAL DATUM NGVD NATIONAL GEODETIC VERTICAL DATUM NR NON RADIAL ORB OFFICIAL RECORDS BOOK P.U.E. PRIVATE UTILITY EASEMENT PC POINT OF CURVATURE PG PAGE PI POINT OF INTERSECTION PIS PROFESSIONAL LAND SURVEYOR POB POINT OF BEGINNING POC POINT OF COMMENCEMENT POT POINT OF TERMINUS PRM PERMANENT REFERENCE MONUMENT PT POINT OF TANGENCY R RADIUS R/W RIGHT OF WAY WV WATER VALVE 1. THIS DOCUMENT IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. ANY REVISIONS MADE TO THIS DOCUMENT OR ASSOCIATED REPORTS WITHOUT THE WRITTEN CONSENT OF THE UNDERSIGNED WILL VOID THE SEAL WHICH HAS BEEN PLACED HEREON. 3. NO ABSTRACT WAS MADE BY THE UNDERSIGNED TO VERIFY ACTUAL LEGAL OWNERSHIP, RIGHTS -OF -WAY, EASEMENTS OR OTHER BURDENS ON THE SUBJECT PROPERTY OTHER THAN THOSE FURNISHED BY THE CLIENT OR THEIR REPRESENTATIVE. DESCRIPTION SHOWN HEREON IS BASED ON INFORMATION RECORDED IN OFFICIAL RECORDS BOOK 3232, PAGE 117 AND BOOK 2027, PAGE 1004, ST. LUCIE COUNTY, FLORIDA. 4. SUBJECT PROPERTY CONTAINS 20.43 ACRES, MORE OR LESS (890,030.62 SQUARE FEET). 5. THE LAST DATE OF FIELD WORK WAS NOVEMBER 14, 2018. 6. REVISIONS SHOWN HEREON DO NOT REPRESENT A "FIELD SURVEY UPDATE" UNLESS OTHERWISE NOTED. 7. THE NORTH LINE OF THE SUBJECT TRACT IS ASSUMED TO BEAR N89"29'31"E; ALL OTHER BEARINGS SHOWN ARE RELATIVE THERETO. 8. UNDERGROUND UTILITIES, UTILITY SERVICES, FOUNDATIONS AND IMPROVEMENTS WERE NOT LOCATED AS A PART OF THIS SURVEY. 9. IMPROVEMENTS, OTHER THAN THOSE SHOWN HEREON, WERE NOT LOCATED AS PART OF THIS SURVEY. 10. IN SOME INSTANCES, GRAPHIC REPRESENTATIONS AND SYMBOLS SHOWN HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE THE RELATIONSHIP BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOT LINES. THE DIMENSIONS SHOWN SHALL CONTROL THE LOCATION, OF THE IMPROVEMENTS, OVER THE SCALED POSITIONS. 11. SUBJECT PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION "X", BASED ON FLOOD INSURANCE RATE MAP No. 12111CO165 J, DATED FEBRUARY 16, 2012. 12. ALL ELEVATIONS SHOWN HEREON ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). CERTIFICATION THIS MAP REPRESENTS AN ACTUAL ON THE GROUND SURVEY PERFORMED BY ME OR UNDER MY DIRECT SUPERVISION. THIS MAP AND SURVEY IS ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. THIS MAP AND SURVEY COMPLIES WITH THE STANDARDS OF PRACTICE AS CODIFIED IN CHAPTER 472, FLORIDA STATUTES, AND IN CHAPTER 5J-17 OF THE FLORIDA ADMINISTRATIVE CODE. A � / + t ✓F+ �n rp i, s P.'61AD MAXWELL, FLORIDA REGISTRATION #7070 'SIGNATURE DATE PROFESSIONAL SURVEYOR AND MAPPER 56.3, EXISTING SINGLE STORY RESIDENCE DETAIL "A" (NOT TO SCALE) , "• ' � (fir. 49 r � „n MAXWELL GEOSPATIAL, INC. 565 39th Court SW, Vero Beach, FL 32968 web: maxwellgeospatial.com, email: Chad@maxwellgeospatial.com Certificate of Authorization #La8158 P: (772) 925-1060, M: (337) 356-2643 A BOUNDARY SURVEY FOR BILL PALLAS 3233 MATTHEWS ROAD FORT PIERCE, FL 34945 SECTION 29, TOWNSHIP 35 SOUTH, RANGE 39 EAST FORT PIERCE, FLORIDA, ST. LUCIE COUNTY DATE 11/21/2018 CREATED BY PCM SCALE 1" = 60' CHECKED BY PCM FILENAME 18109 3233 MATTHEWS.DWG N NE CORNER SECTION 29 p�--� FOUND' IRC LB 4108 i� m M SHEET O a OF =LIFE1 SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses dare to be set 2'-0" on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE l SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. A A DO 'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' SDdn or less 30. ° pa' 60 degrees or less <— 1/2 span i Ta9lina approx. REFER TO BCSI Truss must be set this way if crane is used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. Tag line ��Pprox 2/3 to 112 of Span. REFER TO BCSI Truss must be set this way if crane is used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses A area installed. A V • ! • V AIR HANDLER NOTE Unless noted elsewhere on this layout, these trusses are not designed for air handles in the roof or for any other A/C requirements. This may be in conflict with building code and A/C Design requirements. Consult with Building Department and A/C Contractor. RN/NG The size of these trusses makes it necessary that they a set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. The builder and erector should consult with an engineer licensed in Florida specializing in wood roof trusses about the safel*ection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. SEAT PLATES BY CHAMBERS TRUSS Hatch Legend BRG WALL I@ 91- 411 &Do not stand) on trusses until they are braced per BCSI & properly nailed to straps and hangers !I METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. IMPORTANT NOTE IT IS THE RESPONSIBILITY OF THE PERSON SIGNING THIS LAYOUT TO FIELD VERIFY THAT THE ROOF PITCH, HEEL CONDITIONS, OVERHANGS, TRUSS SPANS, AND OTHER CONDITIONS SHOWN IN THIS LAYOUT MATCH THE EXISTING STRUCTURE. TRUSSES WILL BE BUILT PER THE LAYOUT ONLY. ALL BEAMS BY OTHERS. FILE CLOUDED AREAS ARE OF SPECIAL CONCERN &MUST BE CHECKED CAREFULLY& MAY INDICATE DEVIATION FROM PLANS. Isss W D U U) �1 Iss— U) X W 6r SQUARE CUT END 2X4 TOP CHORD WALL HEIGHT 9'-4" END DETAIL: TYPICAL FABRICATION AGREEMENT - a TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED T 'he undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout which is the sole authority for letermining successful fabrication of the trusses. 2. All dimensions in this layout have been verified by the undersigned. 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the mdersgned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss ihall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. after 10 days of delivery remedy will be according to Florida statute 558. 4. The undersigned acknowledges receipt of 'BCSI' summary sheet by TPI & WTCA. 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss has he sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will x: responsible for dump delivery only. The buyer is responsible for additional delivery expenses 9 Chambers Truss has o redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is esponsible to Chambers Truss for lowing costs due to site conditions. 6. Price as shown in paragraph 7 below is subject to change 0 any changes are made in this layout A $50 per hour ee for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price, nvoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of ielivery 8 buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss easonable attorneys fee for collections in event of payment not timely made. 1-1/2 % per month service charge will bE added for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees payment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the ndersgned agrees to pay such indebtedness including attorneys fees, If default in payment for material be made by the ecipient. 10. In the event of any litigation concerning this agreement the items furnished hereunder or payments referred tc Stein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11. Design responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities Fa onstruction Using Metal Plate Connected Wood Trusses ANSI/TPIrWTCA 4 - 2002'"' 12. Warranty is per Chambers Truss Warranty attached. A spreader bar may be required per "BCSI" to prevent injury & damage. Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. Temporary and permanent bracing arerequired and can save life and property and is the responsibility of the truss erector. Study the contents of the information packet included on delivery before setting trusses. Trusses must be set and braced per design to prevent injury & damage. Trusses must be set plumb and square Isigbi Do not set bunks or stack of pld, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS 1rRUSS INC Uleancier Avenue Fort Pierce, Florida 34982-6423 800-551.5932 Fort Pierce 772.465-2012 Fax 772-465-8711 Vero Beach 772-569.2012 Stuart 772-286.3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM LOAOING/DESIGN CRITERIA REDUCIBLE PER CODE SUCH AS SBC 160d.6.1 DESIGN CRITERIA County Saint Lucie County Building Department Saint Lucie County Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Roofing Material Metal Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 4.2 0 Bottom Chord Live `10-Non Conocurent 0 Bottom Chord Dead 10 3 0 Total Load 47 7.2 0 Duration Factor 1.25 0 Wind Speed 160mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 15, Building Type Enclosed Building Category II: Non Restrictive Exposure Category C>Open Terrain with scattered obstructions Miles from Ocean 5 Conforms to Florida Building Code 2017 R.D.L =Restraining Dead Load C.B =Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: 75639 SCALE: 3/8"" = 1'-011 24 total trusses, 7 unique designs Designer: BLW Reviewed by: _ 2 Date:11/16/18 is m € FOR ;, B & C Land Development UJI DESCRIPTION: LU CARPORT Page 1 of 1 CUSTOMER INITIALS EACH PAGE 75639 t #01 LEGAL DESCRIPTION PARCEL 1: THE NORTH % OF LOT 9 OF THE SUBDIVISION OF SECTION 29, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST, LUCIE COUNTY, FLORIDA, AS PER PLAT THEREOF RECORDED IN PLAT BOOK 3, PAGE 23, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. PARCEL 2: THE SOUTH Y2 OF LOT 9 OF THE SUBDIVISION OF SECTION 29, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST, LUCIE COUNTY, FL, LESS THE EAST 15 FEET FOR CANAL RIGHT—OF—WAY AND SUBJECT TO A NON—EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS OVER THE SOUTH 60 FEET OF THE SUBJECT PROPERTY. SYMBOLOGY (L CENTERLINE ® TELEPHONE UTILITY Q ELECTRIC BOX D4 VALVE ® SANITARY MANHOLE 0 CONCRETE ® PAVERS AREA LIGHTING ® WATER METER —� 4' BARBED WIRE FENCE ASPHALT �— SIGN CQ� WOOD POWER POLE DIRT ROAD — — OVERHEAD UTILITY MAHBOx VICINITY MAP GRAPHIC SCALE ( IN FEET ) 1 inch = 60 ft. ABBREVIATIONS (C) CALCULATED (M) MEASURED (P) PLAT DATA C&G CONCRETE CURB & GUTTER CH.B CHORD BEARING CH.D CHORD DISTANCE CM CONCRETE MONUMENT o DELTA ANGLE D.E. DRAINAGE EASEMENT FFE FINISHED FLOOR ELEVATION IRC IRON ROD & CAP L ARC LENGTH L.E. LANDSCAPE EASEMENT LB LICENSED BUSINESS M&D MAG & DISC N/D NAIL AND DISK NAVD NORTH AMERICAN VERTICAL DATUM NGVD NATIONAL GEODETIC VERTICAL DATUM NR NON RADIAL ORB OFFICIAL RECORDS BOOK P.U.E. PRIVATE UTILITY EASEMENT PC POINT OF CURVATURE PG PAGE PI POINT OF INTERSECTION PLS PROFESSIONAL LAND SURVEYOR POB POINT OF BEGINNING POC POINT OF COMMENCEMENT POT POINT OF TERMINUS PRM PERMANENT REFERENCE MONUMENT PT POINT OF TANGENCY R RADIUS R/W RIGHT OF WAY WV WATER VALVE NOTES 1. THIS DOCUMENT IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. ANY REVISIONS MADE TO THIS DOCUMENT OR ASSOCIATED REPORTS WITHOUT THE WRITTEN CONSENT OF THE UNDERSIGNED WILL VOID THE SEAL WHICH HAS BEEN PLACED HEREON. 3. NO ABSTRACT WAS MADE BY THE UNDERSIGNED TO VERIFY ACTUAL LEGAL OWNERSHIP, RIGHTS —OF —WAY, EASEMENTS OR OTHER BURDENS ON THE SUBJECT PROPERTY OTHER THAN THOSE FURNISHED BY THE CLIENT OR THEIR REPRESENTATIVE. DESCRIPTION SHOWN HEREON IS BASED ON INFORMATION RECORDED IN OFFICIAL RECORDS BOOK 3232, PAGE 117 AND BOOK 2027, PAGE 1004, ST. LUCIE COUNTY, FLORIDA. 4. SUBJECT PROPERTY CONTAINS 20.43 ACRES, MORE OR LESS (890,030.62 SQUARE FEET). 5. THE LAST DATE OF FIELD WORK WAS NOVEMBER 14, 2018. S. REVISIONS SHOWN HEREON DO NOT REPRESENT A "FIELD SURVEY UPDATE" UNLESS OTHERWISE NOTED. 7. THE NORTH LINE OF THE SUBJECT TRACT IS ASSUMED TO BEAR N89'29'31"E; ALL OTHER BEARINGS SHOWN ARE RELATIVE THERETO. 8. UNDERGROUND UTILITIES, UTILITY SERVICES, FOUNDATIONS AND IMPROVEMENTS WERE NOT LOCATED AS A PART OF THIS SURVEY. 9. IMPROVEMENTS, OTHER THAN THOSE SHOWN HEREON, WERE NOT LOCATED AS PART OF THIS SURVEY• 10. IN SOME INSTANCES, GRAPHIC REPRESENTATIONS AND SYMBOLS SHOWN HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE THE RELATIONSHIP BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOT LINES. THE DIMENSIONS SHOWN SHALL CONTROL THE LOCATION, OF THE IMPROVEMENTS, OVER THE SCALED POSITIONS. 11. SUBJECT PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION "X", BASED ON FLOOD NSURANCE RATE MAP No. 12111CO165 J, DATED FEBRUARY 16, 2012. 12. AL ELEVATIONS SHOWN HEREON ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1985 (NAVD88) AID ARE BASED ON GLOBAL NAVIGATION SATELLITE SYSTEM (GNSS) MEASUREMENTS. CERTIFICATON THIS MAP REPREENTS AN ACTUAL ON THE GROUND SURVEY PERFORMED BY ME OR UNDER MY DIRECT SUPERVISION. THIS MAP AND SURVEY IS ACCUATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. THIS MAP AND SURVEY COMPLIES WITH THE STANDARDS OF PRACTICE AS CODt(ED IN CHAPTER 472, FLORIDA STATUTES, AND IN CHAPTER 5J-17 OF THE FLORIDA ADMINISTRATIVE CODE. P. CHAD MAXWELL, FLOhA REGISTRATION #7070 PROFESSIONAL SURVEYOIAND MAPPER DATE FOUND Yz" IRON ROD NO ED DETAIL "A" (NOT TO SCALE) LOT 15 SUBDMSION OF S'. TOWNSHIP 35 SOUTH,I (PB. 3, PG. Al�� RECEIVED APR 10 1119 P¢rtnR6ng Department St. Lucie County A BOUNDARY SURVEY FOR BILL PALLAS 3233 MATTHEWS ROAD FORT PIERCE, FL 34945 SECTION 29, TOWNSHIP 35 SOUTH, RANGE 39 EAST FORT PIERCE, FLORIDA, ST. LUCIE COUNTY DATE 11/21/2018 CREATED BY PCM SCALE 1" = 60' CHECKED BY PCM 3/1 19 19 l9 ADD DIMENSION FORMBOARD AS -BUILT NE CORNER SECTION 29 FOUND S¢" IRC LB 4108 9 0 W. E-, U' M A wC U : I (t qy.y 0 IV ' .-. , � o P"; vl SHEET I OF 1 FILENAME 18109 3233 MATTHEWS-IB.DWG