The URL can be used to link to this page

Home My WebLink AboutBOUNDARY TOPOGRAPHIC & SITE PLAN_ --— PUTER _ F� ELD 'BK./PG. COM FILE REF.>_. CULIPEPPER a. _ ..,. $� 2TrERPENING"i INC 960 SOUTH 25th STREET •FORT PIERCE, FLORIDA 34981 THOMAS P. KIERNAN , . SIGNATURE DATE. PHONE 772-464-3537 s FAX 772.464-9497 s www.et-eng.com PROFESSIONAL SURVEYOR & MAPPER STATE OF FLORIDA BOARD OF PROFESSIONAL FLORIDA CERTIFICATE NO. 6-199 ENGINEERS AUTHORIZATION N0.4286 --REVI5I0Nc— BY DATE REVISE DRAINFIELD LOCATION PER CLIENT'S REQUEST JDJ &e28/ 21 BY DATE FIELD SG 5/24/2021 CALCS. DRAWN JEB 6/3/2021 DETAILED CHECKED JDJ 673/2021 APPROVED TPK Boundary, � t � -Plan • • t 'Parcel . i r. r r DATE:6/3/2021 HORIZ. SCALE:1"=30' VERT. SCALE: JOB No. 20-147.033 SHEET ®f 1 ' SUMMARY OF WORK: 1. Project Description: New 1-story residence. 2. Work Involved: a. Roof: 5V Crimp Roof over Peel & Stick roof underlayment, exterior sheathing, pre-engineered trusses, R-20 Spray Foam Insulation, NOT over garage. b. Walls: i. Exterior: 8" CMU walls with exterior stucco finish and min. 1" Thk rigid board insulation, 1X P.T. furring and 1/2" drywall at the interior side if. Interior: Metal studs, batt insulation, with 1/2" drywall each side c. Ceiling: L 5/8" drywall - see plans for trays and vaults (if required) if. Exterior ceiling finish shall at rear covered patio shall be 1/21' thick stucco on high rib lath attached per note on wall sections. d. Foundation: Concrete thickened slab edge and 4" concrete floor slab e. Mechanical: f. Provide (1) unit per plans ii. Exhaust all bathrooms and dryer f. Electrical: I. Provide power and fighting per plans if. Provide 200 amp service and 40 slot panel g. Plumbing: i. Provide water heater per plans H. Provide sanitary lines per plans and risers !if. Provide plumbing fixtures per plan h. Work completed shall meet all local and state building code requirements. cOORDINATION: I. Contractor shall verify existing site conditions of project location prior to commencement of work. 2. Contractor shall coordinate and verify all utility requirements, compatibility and location of projected utilities of project, as shown on the drawings. 3. Contractor shall verify space requirements and location of project utilities. 4. Contractor shall field verify all dimensions of project. Do not scale drawings. 5, Contractor shall notify Architect of any discrepancies in drawings and/or specifications of project. Commencement of the work without proper notification to the Architect, the contractor will assume responsibility of work performed. 6. Contractor shall notify the Architect, when the full intent of the drawings and/or specifications is not clear. Commencement of the work without proper notification to the Architect, the contractor will assume responsibility of work performed. 7. Owner and Contractor shall coordinate Schedule of Values, Application of Payment, Construction Cost and any other fees related to this project. 1. Architect will submit Supplemental Instructions for minor changes. 2. Contractor may propose changes by submitting a request for change to Architect. Architect and Owner shall give written approval for all changes made by the Contractor. Commencement of the work without written approval from Architect and Owner, the contractor will assume responsibility of work performed. J.* 1. Prior to construction Architect and Owner shall submit a list, to the Contractor of required shop drawings submittals for this project. 2. Prior to construction Architect and Owner shall submit a list, to the Contractor of all required testing for this project. Contractor shall be responsible for the cost of any testing requested by the Owner. TEMPOIRARY FACILITI9S�" 1. Contractor shall provide and maintain access to the site of the project. 2. Contractor shall coordinate with Owner for temporary facilities requirements, if required for this project. 3. Contractor shall be responsible for maintaining a clean and safe construction site. 4. Contractor is responsible for the removal of all construction debris. MATERIALS: 1. Store and protect all project products and materials in accordance with manufacturer instructions. Products and materials of this project shall be installed free of damage. DESIGN PARAMETERS: Florida Building Code (6th Edition, 2017) Florida Residential Code (6th Edition, 2017) Florida Existing Building Cade (6th Edition, 2017) Florida Plumbing Code (6th Edition, 2017) Florida Mechanical Code (6th Edition, 2017 Florida Fuel Gas Code (6th Edition, 2017) 2014 National Electric Code 2012 Florida Accessibility Code (6th Edition, 2017) Florida Energy Code (6th Edition, 2017) Florida Fire Prevention Code (7th Edition) 2002 National Fire Alarm Code - (NFPA-72) 2002 Fire Sprinkler Code - (NFPA-13/13R/13D) 2002 Standard for Automatic Fire Suppression Systems (NFPA-17/17A) 2000 Standard for Safeguarding Const., Alterations, & Demo Operations (NFPA-241) Building Design: Ultimate Wind Speed: Nominal Wind Speed: Building Category: Wind Importance/Use Factor: Internal Pressure Coefficient: Building Mean Height: Roof Overhang: Roof Pitch: Garage Design Pressure: 120 sqft. Door Design Pressure: 50 sqft. Window Design Pressure: 20 sqft. Exposure: Design Loads: Enclosed 160 mph 3 second gust 124 mph II 1,0 +/-0.18 15'-611 V-4a 5/12 Int. Zone (+17.6/-19.4) Ext. Zone (+17.6/-21.3) Int. Zone (+18.8/-20.5) Ext. Zone (+18.8/-23.6) Int. Zone (+20.0/-21.8) Ext. Zone (+20.8/-26.1) B Roof Dead Load/Uve Load: 15/40 psf Floor Dead Load/Live Load: 15/30 psf Impact Resistant Windows and Doors OCCUPANCY: R3 One -Family Residence CONSTRUCTION: Type V Unprotected, Unsprinklered Ext. brg walls - CMU Pre -fabricated wood roof trusses Int walls -metal stds & drywall AREA TABULATIONS: (include exterior walls A/C space: 2,051.5 gross sqft. Garage: 627 gross sqft. Front Entry: 150 gross sqft. Side Patio: 490 gross sqft. Rear Patio: 322 gross sqft. Total New Bldg. Area: 3,640.5 gross sqft. FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supercedes All Previous Site Plans for OSTDS # it{-_ well # Date: t�Reviewer: Product Approval Submittal Affidavit Bldg Address: Lewis Street Contractor: Homecrete Homes Opening Schedule: Swing Doors, overhead Doors, Sliding Doors, Fixed Glass, Windows, & Skylights: FL# or Product Model # Manufacturer Glass Attachment Method Type, Building Design Product Design Miami -Dade Description Size, Spacing, & Embedment Pressure Pressure FL# 5823.1 SINGLE -HUNG 8100 Vinyl Custom Windows Impact Resistant Installation shall stdcty adhere to product approval See Cover Sheet +67.5 / -67.5 WINDOW SH LOW E and Doors 7/8" ark Type'A' FL# 5823.1 into IX P.T. wood buck 366 Impact Anchors: 3/16" anchors 0 Head, Sill and Jamb Attachment: Head/Sill - 6" max from corners Head/Sill - 12" max O.C. Jamb - 6" max from comers Jamb - to" max O.C. Jamb - 4" either side from center Embedment: 1-1/4" min into concrete thru 1X Use 3/16" dla, Elm Ultracon Anchors FL# 16177.1 SINGLE -HUNG 8100 Vinyl Custom Windows Impact Rasistant Installation shall stricty adhere to product approval See Cover Sheet +70.0 J -70.0 WINDOW SH LOW E and Doors 7/8" thk Type'A' FL# 16177.1 into Ix P.T. wood buck 366 Impact Anchors: 3/16" anchors kill Head, SIR and Jamb Attachment: Head - W max from comers Head - 17" max O.C. Sill - Not Required Jamb - W max from top corners Jamb - (2) at a D.C. from bot corners Jamb - lill max O.C. Jamb - a" either side from center Embedment: 1-1/4" min into concrete thru IX Use 3/16" did. Elm Uhramn Anchors FL # 7347A FIBERGLASS Smooth Star Thermatru Corp. Impact Resistant Glass Tapcons shall be spaced as per product approval See Cover Sheet +50.0 ! -50.0 ENTRY DOOR Opaque Assembly per Product on Sheet 7 of 9 Approval Anchors: 1/4" X 3' Tapmns 0 Head and Jamb Buck Attachment: Head . 4" max from comers Jamb - 4" max from comers Jamb - 19.00" max D.C. Frame Attachment: Head - 6" max from corners Jamb - 6" max from corners Jamb-13.75" max O.C. Embedment: 1.1/2" min Into mncrebe FL# 11103.1 S.G.D. 8900 PVC Custom Windows Impact Resistant Installation shall shlcty adhere to product approval See Cover Sheet +60.0 J -60.0 IMPACT SGD and Doors 1" Overall FL# 11103.1 Into 2X P.T. wood buck Anchors: 3/16" anchors C Head, Sill and Jamb Attachment: Head/Sill - 6" max from amass Head/Sili - 12-7/8" max O.C. Head/Sill - 4" either side from center Jamb - W max from corners Jamb - 15-3/4" max D.C. Embedment: i-9/4" min Into conchate Use 3116' dia. n W Tapmns Embedment: 1-3/8" min Into 2X Use #10 wood screw anchors FL# 16107.3 GARAGE R CLOPAY#73 CLOPAY NIA Attach track as per Product Approval and Track See Cover Sheet +36.0 / -42.0 Supplement Guide - Attach Buck wJ ""e x 6" sleeve anchors 0 18" O.C. FL# 11602-R70 ROOF TITANIUM Owens Corning N/A Installation shall strictly adhere to product approval See Cover Sheet -45.0 UNDERIAYMENT ROOF Roofing and Asphalt FL# 11602-R10 UNDERWYMENT PSU-30 Self -Adhered and back nailed 6" D.C. max with 12 ga. galvanized annular ring shank nails through 32 ga. 1-5/6"0 tin caps in accordance with Owens Corning Roofing and Asphalt, LLC published Installation requirements. Product Model # Manufacturer Attachment Method Type, Building Deslgn Product Design Size, Spacing, & Embedment Pressure Pressure Mullions Tube Mullion Custom Windows 3" Tube Mullion - Installation shall strictly adhere See Cover Sheet +65.0 J -65.0 FL # 9520A and Doors to Product Approval FL# 9520.1 Use 3/16' did. ITW Topcons at each hole Provide a minimum of 1-1/4" embedment Roof 26 GA Extreme Provide *10 x 1-1/2" Hex -Washer Head wood screw See Cover Sheet N/A SV-Crimp Metal Fabricators to penetrate 3/16" min, thru deck or 5/8" embedment Panel into wood plank FL # 17022.1 Siding Stucco - 5/8' Thick Light Textured Stucco on Typical Concrete Block Const. See Cover Sheet N/A soffit Stucco _ Stucco finish over high rib lathe See Cover Sheet N/A provide 7' x 24" sotto vents - refer to sheet S1 I have reviewed the above product approval information and and approved it. Name: Nicole L. Norton/N2 architecture + design Signature: Certification Number: AR 91827/ AA26002853 Date: INDEX DPAWINGS Revised 70, Sheet Sheet Title 0 4'0 Al Floor Plan,, Door + Windows Schedules Mal Roof . • -Pi Plumbing Plan, Schedules + Notes TIN== A 1 .- -.1.•, i ys ulgaaiiy signed i SYMBOLS Norton O Window Ax. Wall Section ## Door �-- Ax. Building Section xx. xxx Room Name XX. OWNER/CONTRACTOR: Homecrete Homes Robert 2162 NW Reserve Park Tra •.• St Lucie, Florida ♦ a: ARCHITECT: n2 Architecture + Design Niki L. Norton, R.A. 2081 SE Ocean Blvd. Suite lA Stuart, Florida 34996 (772)220-4411 • FITM7.11 2021.06.1 16:46:52-04'00' ` w 9 W; a G o c s BE a,s�cE fsy a,c L'poHs$ to o o C W ' Ig g > o E� a0 �y °L cc£a+m ro my Q03: w � i 0= N 3 a9 ® v'phpi- 0ycp U Asaj ('r3 4pCCi Q R7 Qr a c + c1 tai io a N LU 12 U i fvrkod anAg�wow by by NORADNe RA, LEED AP Wng a i �t� ewe ��1f lad Cooke, are PINY conOdered s Sed 4 StAled nki e t re mwst be, vekfatd on shy a ctr , mpl%' 1 1' R W • A 1 • • • r sac / / 1 / 1 Co LLJ IIY 1 Rev. # Date Project Number 21-0740 Status CD Issue date 16-Jun-21 Sheet C i Cover Sheet SCREEN ENCLOSURE UNDER SEPARATE PERMIT - - COORDINATE LOCATION WITH OWNER PRIOR TO INSTALLATION 60'-0" 14'-0" 17'-10" 32'-2 ° W-7 6'-1" 11'-9" 7'-9" 8'-0 318" 8'-0 3/8" 7-11 1/4" ° EGRESS ! I lJ HB I ( OPEN -- -- - I (i --- 5'-0 I- CONCRETE TUB 6" X 6" P.T. WOOD PATIO ( ! �� BEDROOM #2 � � o — COLUMN (TYP.) 19 I j -5------- ---- -- 7---- ---- - 3 2 m i! - = M' !' 11Q W �o, o; M1I o m l -- BATH 2 s m� 1 9 —� CON RETCOVERED � � - 09B COVERED PATIO i PATIO j ��,',- - =� b, QO i, TEMP. :I l j m� lQ6 tip -. YO _ ---- ° I w, --- 10'6" ! 4'-4" ( , 19'-6" '-4° ' B - x a � W/C Ioc j N SO S, GREAT ROOM SA a - +�'� l R & 5 N� 16A m Ili - -� o� - - -i NA 111 9I I 06 80I 42"1HI H- , - NkLL SCREEN ENCLOSURE -42" COUNTER HEIGHT , .,:. •..„ C _ - _ 1 I I j � UNDER SEPAtATE PERMIT c 36" COUNTER HEIGHT 3 X I : - COORDINATE LOCATION i WITH OWN RPRIOR TO IN STALLATION OD ! h;i16,_6„ - — -._8„ en 1T z" -- --- ----- iQ' 3,_ „ SO„ x v rn it BEDROOM #3 - ' ® EGRESSEN I,i1 I I i lli �I CR \e R&5 -HALL l L'I - 116' W 12B i I w S I u7 m' SINK W/ - - --- I - " oD 6' 0" 3'-10°0 0 i 'd 14'-10" DISPOSAL i� 4 _4" f \\ - -- —t I I OATH 3 V4/C 0 i i W.I.C. TT INSULATIONa C 0BETWEE MASTER SUITE/BATH 13 00 0V0, AND LI NG SPACES I 00 u SH W O i FOYER x o <r1 N G KITCHEN > 108 101 a � I ROILS I i �----�-6" X 6" P.T. WOOD (TY ) COLUMN P. o r I, rf _ COVERED PORCH N 14A s �, r. -MASTER SUITEI 002 �I 166 — iQ2 III -'I< I i I ! I, 7,_8„ 2,_4°, 10._0„ �--# 2 0 3'-6° c' 2 4 f-----12 -6°, --- 4 4--- 12'-0" ----- — ' flit IIII EGRE S /\/'LQ.1��f H01 - I IntO DINING NOOK " 1 - HB 15 ' 107 In �I 14Bto Nov, i p1+A5 am_ j BEDROOM #4 n I U Y l I n 114 115 DRY I � 1 1 EGRESS I I (IIII 1�7B j 5'-5" 9' S" 91-01, 6'-2" Q f a- --- - — - ;y COVERED ENTRY "v to QQS YSB WH _--------'� r 22X54 `l j ( ATTIC ACCESS _J —_ a CRASH POST I ( 6" X 6" P.T. WOOD >I ( I COLUMN (IYP.) E I j GARAGE , I , I I ! I I I I I CDU #1 I I HB I I i 17 I i I i I i I 7'-0" 16"-0" 7'-0" '-o' 10°-B" 6°-4" 10'-8° ii'-4° 30'-0" 30'-0" 60'-0" 1 - FLOUR PLAN SCALE: 1/4" = V-0" WALL LEGEND 10 If ! • ► • INTERIOR NON -BEARING WALL PARTITIONS - PROVIDE 25 GA METALS STUDS AT 16" O.C. MAX WITH 1/2" DRYWALL FINISH EACH SIDE WITH BATT INSULATION WHERE APPLICABLE. ATTACH DRYWALL WITH #12 X 1-1/4" DRYWALL SCREWS @ 8" D.C. MAX AT SIDES AND 12" O.C. MAX IN FIELD INSULATED WALL BETWEEN A/C SPACE AND GARAGE PROVIDE R-11 BATT INSULATION Q DOOR SCHEDULE DOOR NO. SIZE DOOR FRAME NOTES: (SEE NOTES BELOW) WIDTH HEIGHT THICK MAT. FINISH NOW. TYPE ELEV. MDL# MAT. FINISH THOLD 101 T-0" 8'-0" 1.75 VIN FAC 1 FRENCH - - VIN PAC AL 2,3,4 102 T-8" 6'-S" 1.375 HCW PTO 2 6-PANEL - - WD PTO - 4 103 5'-0" 6'-8" 1.00 WD Pro - EI-FOLD - - - - - 104- 105A T_6" 6'-8" 1.375 HCW PTD 2 6-PANEL - - WD PTO - 4 1058 2'-0" 6'-S" 1.00 WD PTO - BI-FOLD - - - - - - 106 (2)3'-0" 8'-0" 1.75 YIN FAC 1 FRENCH - - VIN FAC AL 1,2,4 109A T-8" EI 1.375 HCW Pro 2 6-PANEL - - WD PTO - 4 109B T-O" EI 1.75 FBR FAC 1 6-PANEL - - FOR FAC AL 2,3,4 110A X-8" V-8" 1.375 HCW PTO 2 6-PANEL - - WD PTO - 4 110B 4'-0" 6'-8" 1,00 WD PTD - BI-FOLD - - - - - - 110C 4'-0" V-S" LOO WD PTO - BI-FOLD - - - - - - III T-8" 6'-8" 1.375 HCW PTD 2 6-PANEL - - WD PTO - 4 112A T-8" 6'-8" 1.375 HCW PTO 2 6-PANEL - - WD PTO - 4 112E T-0" W-O" 1.75 FOR FAC 1 6-PANEL - - FBR FAC AL 2,3,4 113 2'-S" V-8" 1 1.375 HCW Fro 3 6-PANEL - - WD PTO - 4 114A V-8" V-8" 1.375 HCW PTO 2 6-PANEL - - WD PTO - 4 114B 5'-0" V-8" 1.DO WO PTo - BI-FOLD - - 115A T-8" 6'-8" 1.375 HCW PTo 3 6-PANEL - - WD PTO - 4 115B X-8" 6'-8" 1.375 SCW Pro 1 6-PANEL - - WD PTD AL 4,5 116A T-W 6'-8" 1.00 WD PTO - BI-FOLD - - _ _ _ - 116B X-O" 6'-8" 1.00 WD Fro - BI-FOLD - - - - - - 117A IV-0- 8'-O" 1.75 AL FAC - SECTIONAL - - AL FAC - 2 117E 3'-0" 8'-D" 1.375 FBR FAC 1 6-PANEL - - FOR FAC - 2,3,4 HARDWARE LEGEND SCW SCM OIL HCW SOLID CORE WOOD SOLID CORE METAL TEMPERED GLASS DOOR HOLLOW CORE WOOD FBR MTL WD AL VIN FIBERGLASS METAL DOORIFRAME WOOD DOORFRAME ALUMINUM DOORIFRAME VINYL DOORFRAME PTD PWD FAC MFR PAINTED FINISH PAINTED WOOD FACTORY FINISH MANUFACTURER RECOMMENDED HARDWARE NO, 1 NO. 2 EXT, DEADBOLT LOCKSET LEVER HANDLES LEVER/PULL HANDLES THUMB LOCK WEATHER STRIP BB HINGES NO. 3 LEVER HANDLES BB HINGES 1. NEW GLASS DOORS SHALL BE BY CUSTOM WINDOWS AND DOORS 2. INSTALL ALL EXTERIOR DOORS AS PER PRODUCT APPROVAL AND MANUFACTURER SPECIFICATIONS. 3. ENTRY DOOR SHALL BE BY THERMA-TRU. 4. HARDWARE SHALL BE BY KWIKSET. 5. 20 MINUTE RATED SOLID CORE DOOR WITH WEATHERSTRIP AND SELF CLOSING HINGES. WINDOW SCHEDULE WIN SIZE ROUGH OPENING MUTTINS FINISH MANUFACTURER MODEL #/SERIES TYPE NOTES: TYPE (STYLE) (SEE NOTES BELOW) WIDTH HEIGHT WIDTH HEIGHT COLOR ELEV. WINDOW HARDWARE OX A 6'-0" 5'-4" VERIFY VERIFY - - WHITE WHITE STOM WINDOWS CUANDOOORS 8100 VINYL HUNG SINGLE 1: 2, 3, 4, 5 B T-0" 5'-4" VERIFY VERIFY - - WHITE WHITE AND DOOR 5 8100 VINYL SHUNG 1, 2, 3, 4, 5 T-0" V-0" VERIFY VERIFY - - WHITE WHITE TIOC Du AND DO RS 8100 VINYL SHUNG 1 1, 2, 3, 4, 5, 6, 7 NOTES: 1. NEW WINDOWS SHALL BE BY CUSTOM WINDOWS AND DOORS 2. TYPICAL WINDOW HEAD HEIGHTS SHALL BE 6'-B" A.F.F. UNLESS OTHERWISE NOTED, REFER TO ELEVATIONS SHEET A3. 3. 5.7 SQFT FOR EGRESS FOR ALL BEDROOMS AND LIVING AREAS. 4, VERIFY WINDOW ROUGH OPENINGS WITH WINDOW MANUFACTURER. 5. INSTALL ALL WINDOWS AS PER PRODUCT APPROVAL AND MANUFACTURER SPECIFICATIONS. 6. AS PER FBC R308.4.5 PROVIDE TEMPERED GLASS AT HAZARDOUS LOCATIONS. 7. PROVIDE OBSCURE GLASS AT ALL BATHROOM LOCATIONS. FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supercedes All Previous Site Plans for OSMS#ffiro —:5r—R3:'12nIC-) 421wwllp_ 00_ e} rn r1FAM M i A ON �0 SCALE: 1/4" = V-0" I .dz°Croa�mm .ac °5 rucs�c �E Q18 e O 9 e 3R 15 9 v�� co�3 e� eyy by eeH8 c C m,u�� as ��'ME v;cL � CW-010N Y W = w ; MaWID E .., K vc=as c�a�Ea< LL i ,. op • • • 5, d seMed by RME NI fd, RR, LUD AP wq R D` t awea Ike, Minted gwhweN51� oX d �Od yftw, and fuse Mon Et tY, 1 • t♦ # + • rt w • ' I ♦,, # 1 � • ON Rev. * Date Project Number 21-0740 Status CD Issue date 16-]un-21 A 1 Floor ie..