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Home My WebLink AboutSewageSTATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Michael Smith PROPERTY ADDRESS: 6129 Carlton Rd Port Saint Lucie, FL 34987 PERMIT #: 56-SF-2218767 APPLICATION # : AP 1611174 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #-. PR1517445 LOT: 8 BLOCK: SUBDIVISION: Montoya 2 Estates i PROPERTY ID #: 3207-700-0008-000-5 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND. CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE - FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED ,AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT• EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 900 ] GALLONS / GPD Sentic new CAPACITY A E ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @E ]DOSES PER 24 HRS i #Pumps D [ 500 ] SQUARE FEE! R [ ] SQUARE FEE! A TYPE SYSTEM: [ ] I CONFIGURATION: [ ] N Drainfield new SYSTEM N/A SYSTEM STANDARD [ ] FILLED pt] MOUND TRENCH EX] BED E 1 I F LOCATION OF BENCHMARK: Site BM, nail in tree, I ELEVATION OF PROPOSED SYSTEM SITE [ 36.001E INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 25.001E INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT L D FILL REQUIRED: [29.003 INCHES EXCAVATION REQUIRED: [ ] INCHES 0 T H E R system is sized for 2 bedrooms with a maximum occupancy of 4 persons (2 per bedroom), for a total estimated flow of gpd. SPECIFICATIONS BY: Brian J Ingram TITLE: Environmental Specialist III APPROVED BY: nI am TITLE: Environmental Specialist III St. Lucie CHD Brian IT gram DATE ISSUED: 02/26/2021 EXPIRATION DATE: 08/26/2022 DR 4016, 08/09 (Obsoletes all previous editions which may not be used) incorporated: 64E-6.003, PAC Page 1 of 3 v 1.1.4 AP1611174 SE1484895 NOTICE OF RIGHTS A party whose substantial interest is affected by this order may petition for an administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for administrative hearing must be in writing and must be received by the Agency Clerk for the Department, within twenty-one (21) days from the receipt of this order. The address'of the Agency Clerk is 4052 Bald Cypress Way, BIN A 02, Tallahassee, Florida 32399. The Agency Clerk's facsimile number is 850-413-8743. Mediation is not available as an alternative remedy. Your failure to submit a petition for, hearing within 21 days from receipt of this order will constitute a waiver of your right to an administrative hearing, and this order shall become a 'final order. Should this order become a final order, a party who is adversely affected by it is entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a second copy, accompanied by the filing fees required by law, with the Court of Appeal in the appropriate District Court. The notice must be filed within 30 days of rendition of the final order. STATE OF FLORIDA APPLICATION # AP1611174 DEPARTMENT OF HEALTH PERMIT # 56-SF-2218767 ONSITE SEWAGE TREATMENT AND DISPOSAL, SYSTEM DOCUMENT # SE1484895 SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Michael Smith - CONTRACTOR / AGENT: Nancy Armstrong LOT: 8 BLOCK: SUBDIVISION: Montoya 2 Estates ID#: 3207-700-0008-000-5 TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS• PROPERTY SIZE CONFORMS TO SITE PLAN: [X]YES [ ]NO NET USABLE AREA AVAILABLE: 8.72 ACRES TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY [ RESIDENCES -TABLET 1/ OTHER -TABLE 2 ] AUTHORIZED SEWAGE -FLOW; 13079.99 GALLONS PER DAY I 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 2000.00 SQFT UNOBSTRUCTED AREA REQUIRED: 750.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: Site BM, nail in tree, ELEVATION OF PROPOSED SYSTEM SITE 36.00 [ INCHE3 / FT ] [ ABOVE / BELOW ] SENCi,RK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE -WATER: 100+ "FT DITCHES/SWALES: FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: 100+ FT NON -POTABLE: FT ----- BUILDING FOUNDATIONS: 50 _ FT PROPERTY LINES: 86 FT POTABLE WATER LINES: 50 FT 10 YEAR FLOODING? [ ]YES [X]NO] SITE SUBJECT TO FREQUENT FLOODING? [ ]YES [X]NO FT [ MSL / NGVD 10 YEAR FLOOD ELEVATION FOR SITE: FT[ MSL / NGVD ] SITE ELEVATION: SV1L- USDA SOIL SERIES: Munsell #/Color Texture- Depth 10YR 4/2 Sandy Loam 0 To 8 10YR 4/2 Sand 8 To 24 1 OYR 6/3 Sand 24 To 33 1 OYR 4/2 Sand 33 To 36 1OYR 4/3 Sandy Clay Loam 36 To 45 REFUSAL Refusal 45 To 45 USDA SOIL SERIES: Munsell #/Color Texture Depth 10YR 4/2 Sandy Loam 0 To 10 10YR 4/2 Loamy Sand 10 To 25 10YR 5/8 CMN/PRM RF 13 To 19 10YR 6/2 Sand 25 To 34 1OYR 413 Sandy Clay Loam 34 To 48 REFUSAL Refusal 48 To 48 OBSERVED WATER TABLE: 40.00 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: ESTIMATED WET SEASON WATER TABLE ELEVATION: 13 INCHES [ ABOVE / BELOW ] HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING DRAINFIELD CONFIGURATION: [ ] TRENCH r- REMARKS/ADDITIONAL CRITERIA [ PERCHED / APPARENT ] EXISTING GRADE DEPTH: 13.00 INCHES Sandy Loam/0.60 DEPTH OF EXCAVATION: INCHES EX ] BED [ ],, OTHER (SPECIFY) WSWT determined using USDA WSS and soil borings. 10YR518 CMN PROM RF mottling in a 10YR4/2 matrix > 2% starting at 13" in SB2. SI31 37' below SM. SB2 36" below BM. SITE EVALUATED BY: Ingram, Brian DH 4015, 06/09 (obsoletes previous editions r Environmental Specialist III) (ENVIRONMENTAL HEALTH) may not be used) Incorporated: 64E-6.001, FAC DATE". 02/24/2021 Page 3 of 4 AP1611174 - EID2218767 v1.0.2 Michelle Franklin, CFA — Saint Lucie County Property Appraiser — All rights reserved. Property Identification Site Address: 6129 Carlton RD Sec/Town/Range: 09/36SI38B Parcel ID: 3209-700-0008-000-5 Jurisdiction: Saint Lucie County ownership Michael Smith Inc 390 Lott ST Fort Pierce, FL 34947-1542 Legal Description MONTOYA 2 ESTATES (PH 41.15) LOT 8 (8.723 AC) (OR 3871-413) Current Values Just/Markct Value: $169,100 Assessed Value: $144,449 Exemptions: $0 Taxable Value: $144,449 Property taxes are subject to change upon change of 4 ownership. 9 • Past taxes are not a reliable projection of future taxes. • The sale of a property will prompt the removal of all exemptions, 5 assessment caps, and special classiticadons. Taxes for this parcel: SLC Tax Collectoes office C Download TRIM for this parcel: Download PDF ❑ Use Type: 9900 Account #: 149056 Map ID: 32109X Zoning: AG-5 Count Total Areas Finished/Under Air (SF): 0 Gross Sketched Area (SF): 2,320 Land Size (acres): 8.72 Land Size (SF): 379,974 Building Design Wind Speed Occupancy Category I II III & IV Speed 140 150 160 Sources/links: Ail inforniation is believed to be correct at this time, but is subject to change and is provided without any warranty. m Copyright 2020 Saint Lucie County Property Appraiser. All rights reserved. we R �X .stt *fir Custom Soil Resource Report St. Lucie.County, Florida 32—Pineda sand, 0 to 2 percent slopes Map Unit Setting National map'unit symbol: 2xl nb Elevation: 0 to 100 feet Mean. annual precipitation: 47 to 58 inches Mean annual air temperature: 70 to 77 degrees F Frost -free period: 355 to 365 days Farmland classification: Farmland of unique importance Map Unit Composition Pineda and similar soils: 85 percent Minor components. 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Pineda Setting Landform: Drainageways on marine terraces, flats on marine terraces Landform position (three-dimensional): Tread, dip, talf Down -slope shape: Linear Across -slope shape: Concave, linear Parent material. Sandy and loamy marine deposits Typical profile A - 0 to 5 inches: sand E - 5 to 99 inches. sand Bw - 99 to 35 inches. sand Btg/E - 35 to 38 inches. sandy loam Btg - 38 to 60 inches: sandy loam Cg - 60 to 80 inches: loamy sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Drainage class: Poorly drained Runoff class: Very high Capacity of the most limiting layer to transmit water (Ksat): Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table: About 3 to 18 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 4 percent Maximum salinity. Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum: 4.0 Available water capacity. Low (about 4.6 inches) Interpretive groups Land capability classification (irrigated). None specified Land capability classification (nonirrigated): 3w Hydrologic Soil Group: C/D Forage suitability group: Sandy over loamy soils on flats of hydric or mesic lowlands (G165XB241 FL) 10 Custom Soil Resource Report Other vegetative classification: Slough (RI 55XY011 FL), Sandy over loamy soils on flats of hydric or mesic lowlands (GI 55XB241FL) Hydric soil rating: Yes Minor Components Malabar Percent of map unit: 6 percent Landform: — error in exists on — Landform position (three-dimensional): Tread, dip, talf Down -slope shape: Linear, concave Across -slope shape: Linear, concave Ecological site: R155XY011 FL - Slough Other vegetative classification: Slough (R155XY011 FL), Sandy soils on flats of mesic or hydric lowlands (G155XB141 FL) Hydric soil rating: Yes Wabasso Percent of map unit: 5 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Tread, talf Down -slope shape: Linear Across -slope shape: Linear Other vegetative classification: South Florida Flatwoods (R155XY003FL), Sandy soils on flats of mesic or hydric lowlands (G155XB141 FL) Hydric soil rating: No Valkaria Percent of map unit: 2 percent Landform: Drainageways on flatwoods on marine terraces Landform position (three-dimensional): Tread, dip, talf Down -slope shape: Linear Across -slope shape: Linear, concave Other vegetative classification: Slough (R155XY011 FL), Sandy soils on flats of mesic or hydric lowlands (G 1 55XB 141 FL) Hydric soil rating: Yes Hallandale Percent of map unit: 2 percent Landform: Flatwoods on marine terraces Landform position (three-dimensional): Tread, talf Down -slope shape: Linear Across -slope shape: Linear - Other vegetative classification: South Florida Flatwoods (R155XY003FL), Sandy soils on flats of mesic or hydric lowlands (G155XB141 FL) Hydric soil rating: Yes 48—Wabasso sand, 0 to 2 percent slopes Map Unit Setting National map unit symbol: 2svyr 11 Custom Soil Resource Report Elevation: 0 to 70 feet Mean annual precipitation: 46 to 55 inches Mean annual air temperature: 70 to 77 degrees F Frost -free period. 355 to 365 days Farmland classiication: Farmland of unique importance Map Unit Composition Wabasso and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Wabasso Setting Landform: Flatwoods on marine terraces Landform position (three-dimensional): Tread, talf Down -slope shape: Linear Across -slope shape: Linear Parent material. Sandy and loamy marine deposits Typical profile A - 0 to 6 inches: sand E - 6 to 25 inches: sand Bh - 25 to 30 inches: sand Big - 30 to 58 inches: sandy clay loam Cg - 58 to 80 inches., loamy sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: 9 to 50 inches to strongly contrasting textural stratification Drainage class. Poorly drained Runoff class: Very high Capacity of the most limiting layer to transmit water (Ksat): Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table: About 6 to 18 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 5 percent Maximum salinity: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum: 4.0 Available water capacity: Very low (about 1.4 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (noninigated): 3w Hydrologic Soil Group: C/D Forage suitability group: Sandy soils on flats of mesic or hydric lowlands (G155XB141 FL) Other vegetative classification: South Florida Flatwoods (R155XY003FL), Sandy soils on flats of mesic or hydric lowlands (G155XB141 FL) Hydric soil rating: No Minor Components Hallandale Percent of map unit. 6 percent 12 Custom Soil Resource Report Landform: Flatwoods on marine terraces Landform position (three-dimensional): Tread, talf Down -slope shape: Linear Across -slope shape: Linear Other vegetative classification: South Florida Flatwoods (R155XY003FL), Sandy ` soils on flats of mesic or hydric lowlands (G155XB141 FL) Hydric soil rating: Yes Boca Percent of map unit: 5 percent Landform: Drainageways on marine terraces, flats on marine terraces Landform position (three-dimensional): Tread, dip, talf Down -slope shape: Linear, convex Across -slope shape: Linear, concave Ecological site: R155XY003FL - South Florida Flatwoods Other vegetative classification: South Florida Flatwoods (R 1 55XY003FL), Sandy over loamy soils on flats of hydric or mesic lowlands (G155XB241 FL) Hydric soil rating: Yes Pineda Percent of map unit: 4 percent Landform: Drainageways on marine terraces, flats on marine terraces Landform position (three-dimensional): Tread, dip, talf Down -slope shape: Linear Across -slope shape: Linear, concave Other vegetative classification: Slough (R155XY011 FL), Sandy over loamy soils on flats of hydric or mesic lowlands (GI 55XB241FL) Hydric soil rating: Yes 99—Water Map Unit Composition Water. 100 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Water Interpretive groups Land capability classification (irrigated): None specified Forage suitability group: Forage suitability group not assigned (G156BC999FL) Other vegetative classification: Forage suitability group not assigned (G156BC999FL) Hydric soil rating: Unranked 13 1 .riFa St. Lucie County Health Department ill 5150 NW Milner Dr Port Saint Lucie, FL 34983 HEALTH PAYING ON: #: 56-SF-2218767 BILL DOC #:56-BID-5148364 CONSTRUCTION APPLICATION #: AP1611174 RECEIVED FROM: Nancv Armstronq AMOUNT PAID: $ 545.00 PAYMENT FORM: CHECK 5884 PAYMENT DATE: 01/06/2021 MAIL TO: Michael Smith FACILITY NAME: PROPERTY LOCATION: 6129 Carlton Rd Port Saint Lucie, FL 34987 8 Lot: Block: Property ID: 3207-700-0008-000-5 EXPLANATION or DESCRIPTION: 128 - OSTDS Construction System Inspection Research Fee -1 - Surcharge (All) -1 - OSTDS New Permit Surcharge -1 - OSTDS Construction Application and Plan Review,New 123 - OSTDS Construction Site Evaluation 126 - OSTDS Construction Permit (New or Mod, Amendment) 127 - OSTDS Construction System Inspection 133 - OSTDS Construction Reinspection QUANTITY FEE 1 $ 5.00 1 $ 45.00 1 $ 100.00 1 $ 100.00 1 $ 115.00 1 $ 55.00 1 $ 75.00 1 $ 50.00 RECEIVED BY: AdamsC AUDIT CONTROL NO. 56-PID-4851883 H STATE OF FLORIDA DEPARTMENT OF HEALTH a ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: ' New System [ ] Existing System [ ] Holding Tank [ ] Repair [ ] Abandonment [ ] Temporary APPLICANT: MICHAEL SMITH PERMIT NO. DATE PAID: / V, / FEE PAID: RECEIPT #: [ ] Innovative AGENT: NANCY ARMSTRONG TELEPHONE:. 863-529-2370 MAILING ADDRESS: 707 LAKE BETTY DRIVE LAKE PLACID, FLORIDA 33852 nancyarmstrong6l@gmail.com TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUANT TO 489.105(3)(m) OR 489.552, FLORIDA STATUTES. IT IS THE APPLICANT'S RESPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR PLATTED (MM/DD/YY) IF REQUESTING CONSIDERATION -OF STATUTORY GRANDFATHER PROVISIONS. PROPERTY INFORMATION LOT: 8 BLOCK: SUBDIVISION: MONTOYA 2 ESTATES PLATTED: PROPERTY ID # : 3207-700-0008-000-5 ZONING: AG 5 I /M OR EQUIVALENT: [ Y / N ] PROPERTY SIZE: 8.72 ACRES WATER SUPPLY. PRIVATE PUBLIC [ ]<=2000GPD [ ]>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ Y/N ] DISTANCE TO SEWER: FT PROPERTY ADDRESS: 6129 CARLTON RD PSL, FL 34987 DIRECTIONS TO PROPERTY: SEE ATTACHED BUILDING INFORMATION Unit Type of No Establishment 1 NEW 2 3 4 [,/] RESIDENTIAL [ ] COMMERCIAL No. of Building Commercial/Institutional System Design Bedrooms Area Sqft Table 1, Chapter 64E-6, PAC 2 1710 f l Floor/Equipment Drains [ ] Other (Specify) SIGNATURE: DATE: 12-5-2020 DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated 64E-6.001, PAC Page 1 of 4 1 FOUND 1/2' IRON ROD (NO a) I I hNCE CORNER 1.0' N. 19.8' E. I W1TN SS CORNER W I SET 5/8' IRON ROD & CAP 'PSM'6024' 20.00' OFFSET AST -a r N �Ca-11 V 5 Z W J [Q . I m " a (� gT i a w °• 33 coo: {_• � � (-IOOO i W I� G n N x Cn a In IRE I 1000. 3^? I61 y I , 9 (� I I' LOT 7 I N B9° 5'33" E 11 39.B V WIRE FE 3 LEGAL DESCRIPTION, -LOT B, M-ONTOYA'2 ESTATES, AS PER PLAT THEREOF RECORDED N I.PLAT B❑OK. 41 , PAGES 1 5-•1 5A, ST. LUCIE COUNTY, FLORIDA. PARCEL ID: 32❑9-700-OODB-D❑O-5. SITE ADDRESS: 66D0CAin RLTO'N RD, FT PIERCE, FL._.. ~ UTILITY POLE . _ r Ir FENCE CORNER + 2.0' N. 32.0' W. I = SET 5/8' IRON ROD40.0 & CAP 'PSM 6024' I C-X I f10AQ �p w Q .SURVEY NOTES: ' 1. SURVEY OF DESCRIPTION A8 FURNISHED BY CLIENT; LANDS SHOWN HEREON WERE in � �1 0 NOT ABSTRACTED FOR EASEMENTSANDIOR RIGHT-ORWAYS OF RECORD. . I _t ,. 2• THIS SURVEY DOES NOT MAKE ANYATTEMPT TO DELINEATE OR DEFINE AREAS' OF ` L , l— _- -I ��G U1 Z�g ENVIRONMENTAL CONCERN OTHER THAN PROVIDED AND SHOWN HEREON, THERE N z MAYBE AREAS OF ENVIRONMENTAL CONCERN ON THIS SITE NOT NOTED OR MAPPED �' ^ r ON THIS SURVEY. • O N J1 z 3. UNLESS OTHERWISE STATED THE BASIS OF BEARINGS AND DISTANCES ARE IN L' O T B -- �� ; r, T O a ACCORDANCE WITH THE RECORD PLAT AND HAVE SEEN VERIFIED BY FIELD (VACANT) FOUND 4'X4' CONCRETE MONUMENT 'LB 7391' -\ DELTA = 04°42'53" RADIUS = 1392.39' vQ LENGTH =.1 14.58 KIM1{S�1W Ili [i lg. `mob I = } + f�►V woa-tao,FeNCE-\ --_TOP-OF--BANK-- t'I(L�-I(KLci i7QlY-`'` aC CANAL 1' _TOP -OF-RANK — - ` -- -- -- -T— -- -- — S B9°56'33" W 1 1 36.43' FOUND 4'X4' CONCRETE MONUMENT (NO I.D.) UNPLATTED UTILITY POLE I � I FDOH in St. Lucie County ��"� EnvironmentaC Health �Uacuaae °ran? ,s Q Rcm191tu�I+J Site Plan Approved for -Construction g Supersedes TAXI'Previous Site Plans for - 6101 0 'I ki OSTDS #56'5jC'7,Z1S-7(o7 & Well # Date: Z ZG Z Reviewer: LEGEND L -ARC LENGTH CM -CONCRETE MONUMENT ELEV -ELEVATION -CHIN- -OVERHEAD WIRE IR -IRON R00 FFE -FINISH FLOOR ELEVATION -0- -POSTING HIRE FENCE IP -IRON PIPE B -BENCHMARK . -X- -EXISTING CHAINUNK FENCE LID -NAIL fe DISK ORB -OFFICIAL RECORD SOCK -.• -EXISTING WOOD FENCE CM _CONCRETE MONUMENT P OF COMMENCEMENT PB OB PLAT BOOK •BOOK (j O- -Q081TNG PLASTIC FENCE -CENTER UHE POC -POINT OF BEGINNING PG -DEED -PAGE ),hq) to R/W -RIGHT OF WAY PAM Pa -PERMANENT REFERENCE MONUMENT' FND -FOUND CONO -CONCRETE PCP -PERMANENT CONM POINT TYP -TYPICAL , MARK W. TEEPE- TAF PT -WOOD FRAME -POINT OF TANGENCY M P -MFASUREO DISTANCE & ,BEARING -PLATTED DISTANCE do SEMNO WM� M„ -WATER METER -WATER N PROFESSIONAL LAND SURVEYOR PC -POINT OF CURVATURE -CALCIILATEO DISTANCE & BEARING � -UF RANT 1 FLORIDA REGISTRATION NUMBER # 4811 PRO CH -POINT OF REVERSE CURVATURE 0 -CHORD -DEEDED DIBTYtNCE &BEARING UP -PRROFEESIONAL SURVEYOR AND MAPPER RLS -LIIUJTY POLE ' -Rl'GISTEflEO LAND SURVEYOR CB. -CHORD BEARING LB -LAENSED BUSINESS A -OE47A ANGLE MEASUREMENTS, Q ✓ 4. ALL MEASUREMENTS SHOWN HEREON ARE IN FEET, U B. ALL ELEVATIONS SHOWN HEREON ARE BASED ON I THE NORTH AMERIQAN VERTICAL DATUM OF 1988 (NAVD86). 8. THIS SURVEY MEETS OR EXCEEDS APPLICABLE ACCURACY REQUIREMENTS AND IS PREPARED ACCORDING TO THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA ADMINISTRATIVE CHAPTER 6J-17 A8 CODE, ADOPTED BY'THE BOARD OF PROFESSIONAL SURVEYOR AND MAPPERS. 7. WRITTEN DIMENSIONS TAKE PRECEDENT OVER SCALED DIMEN81ONS AND SYMBOLS OF FEATURES ARE NOT TO SCALE AND ARE ONLY A REPRESENTATION OF LOCATION IN THE FIELD, N 6. THIS SURVEY IS NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND EMBE&ED BEAL OF THE SURVEYOR IN RESPONSIBLE CHARGE, THIS SURVEY CANNOT BE ,gyp TRANSFERRED OR ASSIGNED WITHOUT THE SPECIFIC WRITTEN PERMISSION OF THE V SURVEYOR HEREON, AND IT IS A VIOLATION OF CHAPTER 6J-17, FLORIDA ADMINISTRATIVE CODE TO ALTER THIS SURVEY WITHOUT THE EXPRESS PRIOR , r WRITTEN CONSENT OF THE SURVEYOR. ADDITIONS AND/OR DELETIONS MADE TO -+ THIS SURVEY IN ANY FORM RENDERS T1418 SURVEY INVALID, 4 8, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED A8 PART OF THE SURVEY. d 10, BYACCEP.TING THIS SURVEY, ALL PARTIES,AGREE THAT THE SIGNING SURVEYOR'S LIABILITY 18 LIMITED TO THE AMOUNT PAID FOR SAID SURVEY, 11. NO OWNERSHIP OFFENCE LINES HAS BEEN DETERMINED AS PART OF THIS SURVEY, 12. THIS SURVEY 18 INCOMPLETE WHEN ALL SHEETS IN THE SET ARE NOT SHOWN IN 3� THEIR ENTIRETY, ' 13. THE LAST FIELD DATE OF THISSURVEY WAS; III � 14,. FLOOD ZONE INFORMATION; FLOOD ZONE: "X", MAP: 12111CO250J DATED: 2/16/12 CERTIFIED TO: NI Irr_- 17 0 Tq� r CQRNERSTONE SURVEYING LB# 7941 325 SW SOUTH QUICK CIRCLE PORT ST. ,LUCIE, FLORIDA 34953 TEL: 7-12418-2376 CORNERSTONESURVEVING@HOTMAII -COM BOUNDARY SURVEY ' PREPARED ON THE ft lE DR= O{ ' 0 1 1<15 1� SCp�I I IL [Ire) Ire) DRAWNBY R-1 1 � G.- BER .. - ,,I :, .. I I REINFORCED CONCRETE - MASONRY WOOD TRUSSES GENERAL HVAC NOTES: 4 KITCHEN NOTES: T HEN IA LLATION OF KI C N CRITERIA IV RY AND INSTA DESIGN C ARRANGE FOR TH SELECTION, DELIVERY, , �� NICAL ODE 1. THE GENERAL CONTRACTOR SHALLARRA G - PREFABRICATED, METAL PLATE ALL CONFORM TO THE LATEST EDITION OF THE MECH N C C IN ODE SECTION DEFINES PRE ENGINEERED; PREFABRICAT 1. ALL WORK OF THIS SECTION SHALL 1 MASONRY CONSTRUCTION SHALL CONFORM TO ACI +BUILD G C 1.. THIS SEC O . - ' L ALL CONCRETE DESIGN AND PLACE MENT SHALL BE IN STRICT E OWNER HALL INSTALL NEW CABINET WORK AND N _ AND ALL APPLICABLE STATE LOCAL AND ORDIN -CES. ALL WORK CABINET$, A SEPARATE CABINET SUPPLIER AS SELECTED BY THE O S 1. CODES: FLORIDA BUILDING CODE, BUILDING REQUIREMENTS FOR MASONRY STRUCTURES ACl/ASCE530 02(AND. CONNECTED WOOD ROOF TRUSSES AS WOOD TRUSSES". ASHRAE, ASME, NFPA, SMACNA MANUALS A ACCORDANCE CONCRETE," E ACI "BUILDING CODE REQUIREMENTS FOR Q (, DE RESIDENTIAL - �, L ASCE 530.1-02 'r. SHALL BE SUBJECT TO INSPECTION BY LOCAL AND COUNTY INSPECTORS AND MUST MEET WITH THEIR FPROVAL. APPLIANCES. 2014. FLORIDA BUILDING CO STRUCTURAL CONCRETE, ACI 3T8-LATEST EDITION. SPECIFICATIONS FOR MASONRY STRUCTURES (AC / ) 'EXCEPT AS AMENDED BELOW. - - 2. DESIGN OF METAL CONNECTED ROOF TRUSSES TO COMPLY WITH: .. ` ABLE BUILDING CODE SEE NOTE DESIGN CRITERIA NOTE 1). ALL PERMITS AND INSPECTIONS. PROVIDE OWN 2. KITCHEN CABINET LAYOUT SHOWN ON DRAWINGS IS I SCHEMATIC ONLY AND FINAL LAYOUT SHALL BE 2. DESIGN SUPERIMPOSED DEAD LOADS. APPLICABLE U VIDE. 4 TEST CYLINDERS FOR EACH 50 C.Y. OF CONCRETE 2. THE MECHANICAL OFINSPECTONSHALL APPLY FOR : ROOF 30PSF 2. PRO O 'SPECIFICATION FOR STRESS GRADED WITH CERTIFICATE OF INSPECTIONS. COORDINATED BETWEEN THE OWNER AND THE CABINET CONTRACTOR. . PLACED OR FRACTION THEREOF. 2. - CONTRACTOR SHALL OBTAIN COPY OF MASONRY CODE AND NFPA'S 'NATIONAL DESIGN 25 PSF - FOR REFERENCE THE JOBSITE LUMBER AND ITS FASTENINGS.,.. FLOOR SPECIFICATIONS O LIGHT L : E IPMENT 3: THE GENERAL SHALL PROVIDE ALL PLUMBING AND ELECTRICAL CONNECTIONS TO ALL KITCHEN 3, AND ALL DEVELOP THE TOLL CONFORM IM ACI 301 COMPRESSIVE SPECIFICATIONS TRUSS PLATE INSTITUTE'$ "DESIGN SPECIFICATIONS FOR3. UNLESS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS QU DESIGN LIVE LOADS. AND SHALL DEVELOP THE FOLLOWING MINIMUM COMPRESSIVE �'., 3. STRUCTURE HAS BEEN DESIGNED AS A BEARING WALL STRUCTURE. METAL PLATE CONNECTED'ROOF TRUSSES:' APPARATUS, TOOLS, STORAGE,AND ALL OTHER ITEMS OR WORK NECESSARY OR REQUIRED TO INSTA�.CAND EQUIPMENT AS SUPPLIED BY THE OWNER (COORDINA E WITHfOWNER IN FIELD FINAL LOCATION OF ALL EQUIPMENT). O ROOF 20 PSF STRENGTH AT 28 DAYS: ALL MASONRY UNITS SHALL BE LAID PRIOR TO CONCRETE 3, WOOD TRUSSES SHALL BE DESIGNED AND FABRICATED IN ACCORDANCE WITH COMPLETE THE MECHANICAL WORK SHOWN ON THE DRAWINGS AND SPECIFIED. t: WITHOUT STORAGE 10 PSF' PLACEMENT OF COLUMNS, BEAMS AND SLABS FOR THE SAME STORY. THE "NATIONAL DESIGN SPECIFICATION FOR WOOD: CONSTRUCTION' 198E FINISH NOTES: ROOF (UNINHABITABLE ATTIC O ) SPREAD AND WALL FOOTINGS 3000 PSI ROOF JUNINHABITABLE ATTIC WITH STORAGE) 20 PSF BEAMS AND SLABS WALLS 5000 PSI EDITION, PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION, 4, THE MECHANICAL CONTRACTOR SHALL BEFORE SUBMITTING HIS PROPOSAL FOR WORK, VISIT THE SIT AND/OR PSI ABOVE GRADE APPLICATIONS "DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES, PREMISES AND OBTAIN ALL INFORMATION THAT WILL AFFECT HIS BID. FAILURE TO DO SO WILL NOT R EVE THE 1. STUCCO FINISH TO BE UNIFORM COLOR THROUGHOUT.: FLOOR 40 PSF ALL OTH R SLABS 5000 4. USE TYPE M MORTAR FOR AB L ALL OTHER CONCRETE 5000 PSI " " R FOR BELOW GRADE APPLICATIONS. TPI-85"; PUBLISHED BT THE TRUSS PLATE INSTITUTE, AND THE APPLICABLE CONTRACTOR FROM THE RESPONSIBILITY FOR CONFORMING TO THE REQUIREMENTS OF CONSTRUC N AND TYPE S MORTAR :GUST PROPERTY BUILDING CODE LISTED IN THE MISCELLANEOUS SECTION OF THESE DOCUMENTS. 3. ULTIMATE DESIGN WIND SPEED, Vult. 160 MPH (3 SECOND) HALL CONFORM TO ACI 301 SPECIFICATIONS MORTAR SHALL CONFORM TO C270 (PROPORTION OR O - 2. ROOFING: ' 4. STRUCTURAL CONCRETES. SPECIFICATIONS, i4 ALL NEW ROOFING SHALL BE METAL STANDING SEAM ROOPSYSTEM OVER APPROVED NOMINAL DESIGN WIND SPEED, Vasd::124. MPH (3 SECOND GUST) - SPECIFICATION) - - AND SEALED SHOP DRAWINGS SHOWING TRUSS 5. THE MECHANICAL CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR IN WRITING PRIOR TO,H� BID OF UNDERLAYMENT MEMBRANE ON APA SPAN RATED PLYWOOD SHEATHING.INSTALL IN STRICT ACCORDANCE WITH ` 11 - - USE REGULAR WEIGHT CONCRETE. : 4. SIGNED A RISK CATEGORY. 5 TRUSS LAYOUT DRAWINGS THAT DO NOT REFLECT ACTUAL CONDITIONS. `' MANUFACTURER'S WRITTEN INSTRUCTION. VENTS AS INDICATED ON THE DRAWING SHALL BE MANUFACTURED BY'AIR - MASONRY UNITS SHALL CONFORM TO ASTM C9QNORMAL WEIGHT, CONFIGURATION WITH ME AND CONNECTIONS, T US DISCREPANCIES SHOWN THE G WIND EXPOSURE CATEGORY: C 5 ' HAVE THE :"' PSI WITH PIECE MARKS, .REQUIRED TRUSS TO TRUSS CONNECTIONS. DESIGN � VENT, INC:' ORAPPROVED EQUAL. .MEAN ROOF HEIGHT,.H. 18.1 FT" b. STRUCTURAL SLUMPS CONCRETE GGR CONFORM tR ACI 301 AND TYPE II. MINIMUM NET COMPRESSIVE U� IT STRENGTH OF 2000 S NT : N,. LOADS, DURATION FACTORS AND ERECTION DETAILS MUST BE 6. CONTRACTOR SHALL PROVIDE A HEATING, VENTILATING AND AIR CONDITIONING SYSTEM AS REQUIRED TO MEET FOLLOWING SLUMPS &AGGREGATE REQUIRBlv1E S TO PROVIDE NET AREA COMPRESSIVE S1 RENGH OF MASONRY (Ern ) ROOF PITCH: 3:12 AND5:12 �� SUBMITTED FOR REVIEW PRIOR TO FABRICATION. IF REQ., SUBMIT THE FOLLOWING DESIGN CONDITIONS: 3. ALUMINUM: LOCATION SLUMP MAX. AGGREGATE OF 1500 PSI. BUILDING DEPARTMENT AT TIME OF. PERMITTING. ENCLOSED BUILDING COPIES TO THE U .HEATING :OUTSIDE 0 DEG. F. -INSIDE 70 DEG. F. GUTTER, LEADERS; SOFFITS; FACIA$, RAKE BOARDS, LOUVERS, ETC. TO BE PAINTED WHITE. PROVIDE CONCRETE SPLASH =+ - „ - - +- AND INSTALL GUTTER GUARD SYSTEM. COLOR TO MATCH - 'INTERNAL PRESSURE COEFFICIENT. GCpI / 0.18 FOOTINGS 4 tl ASTM #57 FOR ALL COOLING .OUTSIDE 95 DEG. F. DB/78 DEG. WB. INSIDE 78 DEG. DB/65 DEG. WB ,. BLOCKS AT THE BASE OF EACH LEADER. ALTERNATE.F' FURNISH S G COLUMNS 5"tl"' ASTM #57 $ 6. COARSE GROUT SHALL CONFORM TO ASTM C476:' 5. WOOD TRUSS MEMBERS AND CONNECTIONS SHALL BE DESIGNED O ASSUMPTIONS:. " " / - 2 DAYS'. LOADS SHOWN ON THE CONTRACT DOCUMENTS INCLUDING: LIVE, DEAD, WIND, .GUTTER. BEAMS SLABS 5±1 ASTM #57 i a.) 2500 PSI AT 8 ASSUMED BE ENCLOSED DEFINED BY 7. COORDINATE CONTROL AND POWER WIRING REQUIREMENTS WITH ELECTRICAL CONTRACTOR IN.FIEI`D... A. BUILDING IS ASSU b.) 1(4" MAXIMUM AGGREGATE SIZE AND CONCENTRATED. SEE STRUCTURAL DESIGN CRITERIA SECTION FOR LIVE I SECTION .1606.1.5'.FBC 7. MAXIMUM WATER TO CEMENT RATIO WHEN SACK -UP DATA IS AVAILABLE: „ - LOADS:: , ,. 4. WINDOWS: '' c. 8" TO 11. SLUMP - COORDINATE LOCATION OF ANY AND ALL EQUIPMENT WITH OWNER IN FIELD. x; ALL WINDOWS SHOWN ON THE DRAWINGS SHALL BE"PGT' IMPACT SERIES WINDOWS WITH HIGH PERFORMANCE SUBJECT TO WIND LOADINGS, a 3000 PSI, 28 DAY COMPRESSIVE.STRENGTH, , JC RATIO 0.58 MAXIMUM ) °I 8. " B. ALL COMPONENTS AND CLADDING ) .. MINIMUM DURATION OF LOAD FACTORS : • INSULATING GLASS. COLOR TO BE WHITE. ALL OPERA LE WINDOWS SHALL BE SUPPLIED WITH INSECT SCREENS. WINDOWS, JAMBS, ROOFING, ETC, SHALL BE DESIGNED (NON -AIR ENTRAINED), 0.47 MAXIMUM (AIR E RAINED) 6 _ LEDOORS, W _ L + + 9. ALL EXHAUST FANS SHOULD BE DUCTED TO THE EXTERIOR OF THE BUILDING. BEDROOM WiNDOWS SHALL COMPLY WITH EGRESS EQUIREMENTS AS PERIIRC. CODE. ,. AND FASTENED TO RESIST DESIGN WIND PRESSURES FOR COMPONENTS b 5000 PSI, 28 DAY COMPRESSIVE STRENGTH /GRATIO 0.40 MAXIMUM 7. A REINFORCED CONCRETE TIE BEAM O MASONRY TIE BEAMROOF DL LL WL 1.33 ADDING AS SHOWN ON PLAN. ) SHALL BE PROVIDED IN ALL WALLS SHOWN ON THE. STRUCTURAL F ' AND CLADDING, (NON -AIR ENTRAINED), 0.35 MAXIMUM (AIR E, TJRAINED) E H ROOF DL+LL 1.25 W H EFFICIENCY HEATING AIR CONDITIONING UNIT 13 SEER OR HIGHER) WITH 5.. DOORS: :% DRAWINGS AT EACH FLOOR AND THE ROOF. USE GALVANIZED MESH 10.FURNISH AND INSTALL A NEW HIGH C ( ( Sx`FIE ) ' C. ALL PRE -MANUFACTURED MAIN FORCE RESISTING COMPONENTS, - M 7. NO WANE, SKIPS OR OTHER DEFECTS SHALL THE - 'T ALL CORNERS ALL PIPING, WIRING, ETC. FOR A COMPLETE INSTALLATION. UNIT TO BE MANUFACTURED BY CARRIER {3R APPROVED : A. EXTERIOR BOORS: �'I HALL BE DESIGNED TO RESIST MAIN WIND FORCE: 8. FLYASH, WHEN USED, BE. LIMITED TO 0 N THE TYPE CELL CAPS. PROVIDE CORNER A ED'AREA OF WEB MEMBERS. PLATES - I LETRUSSES S _ CCI�FF I, PLATE CONTACT AREA OR SCARF r' N AND ITT US MATERIAL. DO NOT USE FOR.EC3'SED SLABS TO MATCH HORIZONTAL BARS. EQUAL. ",.. - 9: DOOR SIZES SHALL AS INDICATED THE DR WINGS. RESISTING DESIGN FORCES, NS SPECIFIED ON PLA CEMENT O ACCORDANCE WITH " 1 " SHALL BE CONNECTED WITH ONE REQUIRED EACH SIDE OF TRUSS. SHALL BE:IN ANDSHALL'BE INSTALLED IN CCO - � �. 2, FRONT AND SIDE DOORS TO BE 1-j' THICK. EXTE TOR DOOR IN PONDEROSA PINE WITH CLEAR ' CONCRETE MIX DESIGN T CONTRACTOR FOR APPROVAL 9. SUBMIT COPIES OF ,, � TIE BEAMS SHALL BE EITHER HANDLING,ERECTION AND BRACING OF WOOD TRUSSES SHALL 1 (.LOCATE THE AIR HANDLING UNIT IN THE UTILITY ROOM, AND THE CONDENSING UNIT OUTSIDE , s i ",; TEMPERED INSULATED GLASS,' MANUFACTURERS SPECIFICATIONS8. UNLESS NOTED:OTHERWISE, 8. INFORMATION SHALL INCLUDE:- GLAZING OR BE : ��. - - BE IN ACCORDANCE WITH "HANDLING ERECTING WOOD B. INTERIOR DOORS: �',,. D. PALL ROTECTED I TO HAVE CT RE ISTANT RESISTANT a. 8 X16 CONCRETE TIE BEAM ' a INTENDED USAGE AND LOCATION FOR E`A H TYPE "''I " - COMMENTARY AND ALL DUCTWORK SHALL GALVANIZED SHEET METALCONSTRUCTION IN ACCORDANCE WITH THE.tsNEST ASHRAE IMPACT RESISTANT COVERING: ) -� (RIB-91) AND BRACING WOOD TRUSSES: COMMENTA 12. 1; DOOR SIZES SHALL BE AS INDICATED ON THE DR WINGS. PROTECTED WITH AN I DESIGN FOR EACH TYPE ,. REINFORCED WITH (2) #5 LOP AND;,BOTTOM AND b) MIX DES RECOMMENDATIONS" BY THE INSTITUTE; LATEST REQUIREMENTS. FLEXIBLE DUCTWORK i0 BE USED FOR VERTICAL PROPS FROM METAL: ALL DUCTWORK TO BE 1. GLAZED OPENINGS LOCATED WITHIN 30 FT OF GRADE SHALL ;. _ ,: I CONTENT IN POUNDS -PER -CUB( D- #3 STIRRUPS @ 18 OC I -2. ALL WOOD DOORS TO BE 1�' THICK, 6 P NEL INTERIOR DOOR IN PONDEROSA PINE. MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST c) CEMENT CO EDITIONS. CONCEALED: d COARSE AND FINE AGGREGATE IN POUND /QUBIC YARD MASONRY U-BLOCK � '3.ALTERNATE: PROVIDE ALTERNATE PRICE TO OWNER FOR'MASONITE' MOLDED PANEL SERIES SIX PANEL FT ABOVE GRADE ) b. (2) COURSES $ MASO . DEFLECTION LIMITATIONS: UNLESS. NOTED OTHERWISE) - - PRERNISHED.SAFE'N SOUND: SOLID CORE DOORS. 2. GLAZED OPENINGS LOCATED MORE THAN 30 e .WATER CEMENT: RATIO BY WEIGHT " `F FULLY GROUTED 9 ( INSULATED WITH DUCT LINER AS MANUFACTURED BY OWEN-CORNING ORI. SHALL MEET THE REQUIREMENTS OF THE SMALL IMPACT TEST. ) ,: REINFORCED WITH #SPA COURSE U _ I MANUFACTURER ROOF LIVE LOAD - L/360 13.ALL DUCTWORK TO BE SU I) CEMENT TYPE AND C. LOCKS AND HARDWARE. N _ APPROVED EQUAL. DUCT LINER TO BE FASTENED TO DUCTWORK IN ACCORDANCE WITH MANUFACTURER'S E. OWNER OR CONTRACTOR SHALL OBTAIN NECESSARY INSTALLATION 'ILLSHALL CONFORM TO - SLUMP RANGE 9. VERTICAL REINFORCING "FOR FILLED CELLS S ROOF TOTAL LOAD - L/240 RECOMMENDATIONS. 1. DOOR HARDWARE AND LOCKSETS TO BE SUPPL ED AND INSTALLED BY THE GENERAL CONTRACTOR AS SPECIFICATIONS AND INSPECTIONS REQUIRED TO COMPLY. WITH: 9) :. X:< RECOMMENDATIONS FOR INSTALLATION OF. h)AIR CONTENT , ASTM 615 SELECTED BY THE OWNER.. MANUFACTURERS'RECO - 10. SUPPORTS: WOOD TRUSSES BE DESIGNED WITH AT LEAST ONE TYPE AND MANUFACTURER...., :. HORIZONTAL ACCESSORIES, FLEXIBLE CONNECTORS, VIBRO ISOLATERSi SUPPORTS, ETC: TQ.ASSURE NOISELESS I AND CLADDING FOR HURRICANE. PRONE REGIONS. _ I) ADMIXTURE ,B. CELLS: HORIZONTAL ROLLER CONNECTION PER SPAN SO THAT NO O 14.PROVID I ALL-0U E OMMENDE $, 6. WALLS AND CEILINGS. COMPONENTS.I, 10. PROVIDE VERTICAL REINFORCEMENT IN GROUT FILLED CEL I) PERCENTADMIXTURE TEST DATA R WEIGHT q- REACTIONS ARE INDUCED ON SUPPORT$ UNDER DEAD OR LIVE LOADS. OPERATION AS RECOMMENDED BY ASHRAE AND SMACNA MANUALS. - E WITH RECOMMENDATION OF , . : k: STRENGTH TEST DATA REQUIRED TO ESTABLIS4i'T;AIX DESIGN A. AS SHOWN ON THE DRAWINGS ', _ A. PROVIDE GYPSUM WALLBOARD MATERIALS AND CCESSORIES IN ACCORDANCE �, 4. SEISMIC. ZONE 0. ) I AND PLACING SHOP DR "WINGS FOR ALL REINFORCING 1 T.- WOOD TRUSS DESIGN SHOP DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED ' 1) COMPLETE DETAIL A, B. MAXIMUM 32 OC - GYPSUM ASSOCIATION 216. 15.PROVIDE AUTOMATIC CONTROL Of HEATING AND AIR CONDITIONING UNIT. ` FACT G LAYERS OF PARTITIONS AND CEILINGS. 48" WIDE AND ' - D TAMPED TO THE FOLLOWING INFORMATION. ` B. STANDARD GYPSUM WALLBOARD USED FORC '� 5. FLOOD DESIGN DATA: REFER TO SURVEY STEEL INCLUDING ACCESSORIES THAT HAVEN REVIEWED AN 5 C. AT ALL CORNERS AND INTERSECTIONS EQUIPMENT NEEDED, HEATING/COOLING THERMOSTATS WITH AUTOMATIC CHANGEOVER PER UNIT,THERMOSTATS GENERAL CONTRACTOR : �';` !`: E AND SPACING THICK WITH TAPERED CORNER BED EDGES BY THE GENE OR BEARING OF BEAMS a) SPAN LENGTH, OVERHANG AND EAVE DIMENSIONS, SLOP -�- �� D. AT ANCHORAGE CONNECTIONSTO BE PROGRAMMABLE ELECTRIC OPERATED WIRED (BATTERY TYPE NOT ACCEPTABLE). 6. GEOTECHNICAL REPORT EMENTSHALL BEFASTENED... SECURED TOGETHER OF THE WOOD TRUSSES. - ' C. PROVIDESTANDARDCORNER BEADS ON ALL 90°INTERSECTIONS 10. ALL REINFORCEMENT D ATIb AND AN NGLE OTHER THAN 90° OCCUR, THE JOINT SHALL BE. FINISHED CONDITIONS THEIR POINTS OF APPLICATION, VALLEY AND D. WHERE WALLS AND/OR CEILINGS MEET A ASSUMED ALLOWABLE SOIL BEARING CAPACITY 2,000 PSF. IF CO PREVENT DISPLACEMENT BY CONSTRUCTIO LOADS OR THE PLACING b) ALL DESIGN LOADS AND THE PO TO PREVE M_ 16.THE MECHANICAL CONTRACTOR SHALL PROVIDE TEST AND OF ENTIRE SYSTEM. - VED E IVALENT. IN CAPACITY, CONTRACTOR TO ADVISE 11. REINFORCING BARS SHALL BE LAPPED 4$ BAR DIAMETERS WHERE. DO NOTALLOW FOR THIS BEARING C OF CONCRETE -_ CONVENTIONAL FRAMING MUST BE CONSIDERED: WITH BEADEX B-1 FLEX BEAD OR IT S APPRO U t l PATCHED AREAS SHALL RECEIVE A 3 COAT SPACKLE -. » D HALL BE WIRED TOGETHER. LAP VERTICAL ALLOWABLE VALUES DURATION OF LOAD FACTORS, ETC. E. ALL NEW GYPSUM WALLS ANDCEI CEILINGS, AS WELL AS. ATC F RECORD PRIOR TO COMMENCEMTN OF CONSTRUCTION SPLICED AN S c). ADJUSTMENTS TO A O ( ME HANICAL CONTRACTOR ELATION, REVIEW WITH AND SUBMIT TO THE OWNER A SCHEMATIC SUPPLY AND RETURN AIR O C 11. THE USE OF JITTERBUGS TO CONSOLIDATE 6QN�RETE WILL NOT BE ` EACH FLOOR LOCATIONS. - 17. C :. FINISHES. ALL SPACKLE WORK SHALL BE FINE SAN EO SMOOTH AND LEVEL. ,, REINFORCEMENT ABOVE BEAM AND ABOVE E C 00 d) REACTIVE FORCES AND THEIR LOC DUCT. LAYOUT PRIOR TO INSTALLATION: STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH REQUIREMENTS.. PERMITTED. e' BEARING TYPE AND MINIMUM BEARING LENGTH. 7 THIS ECTINUNLESS NOTED OTHERWISE.) NTAIN A HIGH :,� F. ALL NEW WALLS, CEILINGS,. AND PATCHED AREAS SHALL RECEIVE A PRIME COAT OF WHITE PAINT. FINISHES SHALL BUILDING CODE, BUILDING. 12. ALL PUMPED CONCRETE WITH #57AGGREGATEIS TO CONTAIN f), DEFLECTIONS, SPAN AND REACTION.. OFSECTION 3109 OF THE 2070 FLORIDA U - BE AS DIRECTED BY THE OWNER, UNDER A SEPARATE CONTRACT. RANGE WATER AGENT: MINIMUM SSE OF DISCHARGE TO FILLED CELLS WITH METAL CONNECTOR PLATE TYPE, SIZE AND LOCATION: „ _ .. 12:. PROVIDE FULL MORTAR BEDDING AROUND L 9) GENERAL ELECTRICAL NOTES : G. BATHS: WALLS AROUND BATH AND SHOWER TO B TILE AS SELECTED BY THE OWNER AND SUPPLIED AND INSTALLED GENERAL NOTES BE 4 J.D. VERTICAL REINFORCING. h' LUMBER SIZE, SPECIES, GRADE AND MOISTURE CONTENT: .) BY THE GENERAL CONTRACTOR. WALLS AND CEILINGS TO BEj" WATERPROOF GYPSUM BOARD AND RECEIVE A LATERALNTRACT. DESIGN OFREQUIREDCONTINUOUS'. TI NAL ELECTRICAL CODE AND ALL THE OWNER, UNDER A SEPARATE CO 1. REVIEW ALL PCTION..REPO DOCUMENTS PRIOR TO FABRICATION AND START 13. A 2 I.D. DISCHARGE MAY BE USED WITH #8 AGGREGATE. USE I) LOCATION AND CONNECTION1. ALL WORK OF THIS SECTION CONFORM TO THE LATEST OF THE NATIONAL PRIME OF WHITE.PAINT. FINISHES BE ' STJIRECTED BY O GENERAL CONTRACTORPLASTICIZER ADMIXTURE IF NECESSARY TO INCREASE SLUMPS 13. PLACE ALL MASONRY IN RUNNING BOND WITH 3/8" MORTAR JOINTS. BRACING. APPLICABLE STATE AND LOCAL CODES AND ORDINANCES. ALL WORK SHALL BE SUBJECT TO INSPECTION BY LOCAL - O 10R TO PROCEEDING REPORT WORK. DISCREPANCIES TO GENE C DIN WITH WORK. : BEYOND THAT NOTED ABOVE. : , - I 'I '. j) TRUSS SPLICES MUST BE DETAILED. THIS INCLUDES "PIGGY BACK" - PRIOR TO PROCEE G AND CITY INSPECTORS MUST MEET THEIR APPROVAL. - ' 7. TRIM:. M T 14. PROVIDE HORIZONTAL WALL REINFORCEMENT 9.GA. LADDER TYPE TRUSSES: ING STEEL SHALL IT DETAILED, FABRICATED AND 3-1/2" HIGH COLONIAL WOOD BASE 14. ALL REINFORCING TRUSS 'TO TRUSS TRUSS TO '� _ _ IN AT 16 O.C.9MEASURED k CONNECTION DETAILS. U55 INSPECTIONS. PROVIDE THE OWNER _ D TEMPORARY - DUR O WALL OR EQUAL) IN BED JOINTS SU ) .THE ELECTRICAL CONTRACTOR SHALL APPLY FOR ALL PERMITS AND2.1 /4 WIDE COLONIAL WOOD CASING 2. THE MASONRY WALLS ARE NOT DESIGNED TO WITHSTAND ACCORDANCE WITH 318 AND DETAILING ( INSTALLED IN I TRUSS GIRDER, PIGGY BACK TO TRUSS, ETC. 2.' 'I VERTICALLY. WITH CERTIFICATE OF INSPECTIONS.. - +' PRIM€®Fj PINE WITH MITERED"JOINTS, CAULK ALL S MS AND INSTALL SEALANT BE1 WEENWOOD AND WALL CONSTRUCTION LOADS. IT IS THE CONTRACTORS RESPONSIBILITYMANUALACi-315 LATEST EDITION'. IN THE - I) BRACING NOTE MINIMUM REQUIREMENTS WT-12 - TIIv1E- TO MAINTAIN WALL STABILITY DURING ,L AT ALL S " SURFACE.. FILL ALL NAIL HOLES WITH EPDXY WOOD LEER. FINE SAND SMOOTH, WIPE CLEAN AND PREPARE TO I i AT A N COMBINATION P ED AT LEAST b THE BUILDING. ALE R A -OMB ALL BE LA SPLICES VI E ENTERING T. ENT WITH RUST, MILL SC O C 1 JOINT REINFORCEMENT SHALL S C $ CONTRACTOR T R HALL VERIFY WITH THE UTILITY COMPANY OF ALL SER C S G BE PA HE W ER UNDER SEPARATE CONTRACT. CONSTRUCTION PHASE OF THIS PROJECT. 15. REINFORCEMENT SHALL EM 5 q MINIMUM S. THE ELECTRICAL CON R C O S PAINTED. FINISHES BE DIRECTED BY T O A E CONSIDERED SATISFACTORY; PROVIDED THE MINIMUM AT LEAST ONE QROSS WIRE OF EACH PIECE 12. CONTINUOUS BOTTOM CHORD LATERAL IS REQUIRED AT A U ." BOTH SHALE B AND SHALL CONTAIN NOTED OTHERWISE. BOTTOM. CHORD BRACING - SPACING Of 70 O.C. UNLESS.NO AN "' IN. LUDING HEIGHT OF DEFORMATIONS)- :... NT �. : C_ : T NCE. -- LE TRI AL TOR`SHALL-F. FURNISH ALL LABOR MATERIAL$,EGIUIPME 3: IT IS THE CONTRACTORS RESPONSIBILITY TO PROTECT EXISTING DIMENSIONS IOF REINFORCEMENT IN THE LAPPED DISTANCE. .UNLESS OTHERWISE NOTE�rD TEE E C C GQI�.,�g.., ,. ,U 8. FLOORS! : _ • IS CONTINUOUS FROM ONE END OF THE BUILDING TO OTHER END. � SPECIMEN ENTS I NOT TESTSP G HAND -WIRE -BRUSHED WEI HT F A' : I "'..�.LL - INSTALL AND 'ND ' G OAND ALL OTHER ITEM$ Z�R'tMOR ECESSARY.O REQUIRED TO .ELE TED BYTHE OWNER A Y LINES FROM ALL DAMAGEM F APPARATUS, TOOLS, STORAGE, K1�,,RA.-BATHS. FLOOR SHALL BE TILESWITH ALL NECESSA Y TRIM: COLOR TO BE S C FACILITIES, STRUCTURES AND: UTILITY L ENT IN THE CONTINUOUS BRACING A7 LEAST ONE TRUSS SPACE. USE AMINIMU O U..,, APPLICABLE SPECIFICATION REQUIREMENTS LESS THAN AP .. . F AND SP IFIED �^<:::. BY;AMERICAN GLEAN �. PLETE THE ELECTRICAL WORK SHOWN ON THE DRAY) NGS EC ..�. __ SUPPLIED INSTALLED BY THE GENERAL CONTRACTOR. ALL TILES TO BE MANUFACTURED DURING CONSTRUCTION. - AT E GRADE MARKED LUMBER AT LEAST 10 LONG; WITH SIMPSON H2.5 ,,,,,,_. ,: , ti. PPLIED AND INSTALL ASTM STANDARDS REFERENCE IN ACI 316 INTERSECTING WALLS FIFTY PERCENT OF THE SHALL 16. AT IN S AT EACH TRUSS ' ' -�-- '-TIC ' APPROVED EQUAL PROVIDE A "THICK MARBLE SADDLE WITH A HONED FINISH. COLOR TO BE WHITE. GRADE SHALL REINFORCED WITH: 16.. ALL SLABS ON LAID IN OVERLAPPING MASONRY BONDING PATTERN N STRUCTURAL MEMBER SHALL IT CUT, NOTCHED OR OTHERWISE BE g, PROVIDE TEMPORARY LIGHTING AND POWER AS REQUIRED. `'-'+ E OR APPM, 4. O .:..FIB R. FIBER LENGTHS SHALL BE 1(2 TO 2 'I 'e: B. LIVING ROOM, DINING ROOM, AND HALL $HALL. E TILED FLOOR WITH ALL NECESSARY TRIM. COLOR TO BE APPROVAL IN SYNTHETIC E ERECTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING OF TRUSS REDUCED IN SIZE OR STRENGTH PRIOR D PER SIC YARD 13. TRUSS AMOUNTS SHALL BE 0.75 TO 1.5 POUNDS CUBIC SECTIONS FOR MAXIMUM CONSTRUCTION SELECTED THE OWNER AND SUPPLIED AND INS PPULEDRO BY GENERAL CONTRACTOR. ALL TILES TO BE OU 17. REFER TO TYPICAL WALL S C SYSTEM DURING CONSTRUCTION. - ELECTRICAL CONTRACTOR SHALL BEFORE SUBMITTING PROPOSAL FOR WORK', VISIT THE SITE AND/OR PREMISES WRITING FROM THE STRUCTURAL ENGINEER. IN WITH MANUFACTURERS RECOMMENDATION. � CLEAN -OUT HOLES AT BASE 5 - 6. THE ELEC C MANUFACTURED BY 'AMERICAN GLEAN TILE' OR PPROVED EQUAL. - HEIGHT D MASONRY WALLS. PROVIDE CL INFORMATION THAT WILL AFFECT HIS BID, FAILURE TO,DO SO Wl LINOT RELIEVE THE -CONTRACTOR L. THE CONCRETE POUR EXCEEDS 5 FEET IN AND OBTAIN ALLiNFO ,..,•. C. KITCHEN. FINISHED FLOOR SHALL BE SHEET VINYL $ MANUFACTURED BY ARMSTRONG OR APPROVED EQUAL. AP PLIC REDUCE OR OF FILLED CELL WHEN H US REINF. AS NOTED IN L 5 FSC SHALL BE _� . -� PART OF 17: LAP CONTINUO LESS WOOD CONNECTORS EXPOSED CONNECTORS IN ONTA T WITH TREATS 5:. COORDINATE STRUCTURAL AND OTHER DRAWINGS THAT ARE 14. ALL M FROM RESPONSIBILITY FOR CONFORMING TO THEREQUIREMENTS OF THECONSTRTLON DOCUMENTS. . BOTTOM STEEL OVER SUPPORT AND :. HEIGHT. k :, : COLOR SELECTION SHALL BE BY THE OWNER, INSTALLED'.BY THE GENERAL CONTRACTOR: MIN 40 BAR DIA. LAP CONT.HE G ALL OTHER CONNECTORS IN CONTACT WITH TREATED THE CONTRACT DOCUMENTS FOR ANCHORED, EMBEDDED OR CSUPPORTEDSTAINLESS STEEL TYPE 316. O " .;H -�» :T BE FURNISHED AND. INSTALLED BY HE OWNER. THE GENERAL CONTRACTOR SHALL PREPARE ALL T. T O P STEEL AT MIDSPAN UNLESS OTHERWISE SPECIFIED. '. �': CON O , ,.... R STAINLESS STEEL TYPE 316 T R IN WRITING PRd.. - F A e ,�.- �-^'Q G+4RPETING. O MAY AFFECT THE STRUCTURAL DRAWINGS LE: MECHANICAL, ., --- LUMBER SHALL BE HOT DIPPED O • ITEMS WHICH( IN 7. THE ELECTRICAL CONTRACTOR SHALL NOTIFY.THE GENERAL CONTRAC O :TO WLS BID O K , ,:�, , - ORS TO ,BE CARPETED. . .:.�z, 9 18. GROUT FOR FILLED CELLS SHALL BE VIBRATED DURING - _ -- _...... TEE H ALL DISCONTINUOUS TOP BARS --WITH TANDARD 0 „ 18:: TERM � ;, ;,, .TIE CO. OR APPROVED EQUAL E DRAWINGS THAT DO NOT REFLECT ACTUAL FIELD CONDITIO '- ;. � .: +-`'!_ :.'. ELECTRICAL, PLUMBNG, DUCTWORK, ETC.) MANUFACTURED BY STRONG C DISCREPANCIES SHOWN ON THE N� DEGREE HOOK (PLACED VERTICALLY) UNLES304' WI PLACEMENT USING A PENGL, YPE VIBRATOR„ CONDITIONS.,,,., . , 110"+� ""= s`4. I 15: ALL :CONNECTION HARDWA 'CBE FULLY FASTENED PER MANUFACTURER'S "' 9. CLOSETS: 1 .., , 'RS.LS EA MPE _. ND APPLIAN ES IN ORDER TO PRODUC CO PE F WORK. FURNISH ALL LABOR, MATERIALS A C INTENDED TO BE FOLLOWING CONCRETE COVE R REINFORCING. TI N AT THE TOP 8. SCO O ...,_ . SHED WITH A FINISHEDCOD AND A WOOD POLE.. DETAILS AND SECTIONS ON THE DRAWINGS ARE INTEN 19. PROVIDE THE A ,,,. 19. VERTICAL REINFORCEMENTSH�tL BEHELD IN POST O UNLESS NOTED OTHERWISE ,. ALL CLOSETS SHALL BE FURNIS 6. ALL �-._ Y REQUIREMENTS UN $ ITEMS F WORK: e ' ELECTRICAL SYSTEM. CONTRACT SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING PRINCIPLE T S O O TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR FOOTINGS /GRADE BEAMS. BOTTOM kt.9' ,. D EDGES AND BOTTOM OF BAR AND AT 8-0 OC:MAXIMUM WITH A MINIMUM . :- - AMP ERVICE I I - THE LINEN CLOSET. T., WHERE ON THE EXCEPT WHERE - - 1'T -.L.. 3 CLR. E FJ 2 FROM MASONR.'. THE CLEAR DISTANCE BETWEEN A. PROVIDENEW 200 S PROVIDE FIVE 5 ADJUSTABLE FINISHED WOOD SHELVES IN �_ SITUATION ELSEWHERE DIRECT CONTAG 9N CLEARANC O / Y ", � � �„ , DETAIL IS SHOWN. W Y 1S`ARRIER. 2",CLR: N NErBAR DIAMETER OR T". CENTER GENERAL PLUMBING NOTES, B. ELECTRICAL MAIN AND BRANCH PANELS AS REQUIRED. lO:VANITIE$: '' ITH ..BARS SHALL BE LESS THAN O - 7; ! C. WORK IN CONNECTION WITH OTHER TRADES. . 'ALLVANITIES SHALL BE SUPPLIED BY THE OWNER AN INSTALLED BY THE GENERAL CONTRACTOR. I TO PROVIDE BEAMS &COLUMNS. „ BARS IN WALLS UNLESS NOTED OTHERWISE. 1. ALL WORK ON SECTION SHALL CONFORM:TO:THE LATEST EDITION OF THE NATIONAL D. INSTALLATION.OF LIGHT FIXTURES AND LAMPS - 7. THE INTENTION OF THE PLANS AND SPECIFICATIONS S INTERIOR 1 1(2 CLR.' TAIL TO CONSTRUCT A COMPLETE STRUCTURE ANY FOREIGN STANDARD PLUMBING CODE AS ADOPTED AND AMENDED BY THE FLORIDA UNIFORM , ALL NECESSARY DETAILS .EXTERIOR 2 CLR. 20. ALL REINFORCED CELLS ARE TO BE CLEAN AND FREE OF E. DEVICES PLATES. � 11.TOILET ACCESSORIES: : R IS'IN CONFLICT. THE :�- CONSTRUCTION CODE, OSHA ASHRAEASME, BOLA: NFPA AND ALL APPLICABLE STATE F. TEMPORARY LIGHTING AND POWER., TOWEL HOLDERS, TOILET PAPER HOLDERS, TOOTHBRUSH HOLDERS, ETC. WHEN IS O SLABS: - - MATERIAL OR DEBRIS;' ALL MEDICINE CABINETS,AL E O CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE �� AND LOCAL CODES AND ORDINANCES. ALL WORK BE SUBJECT TO INSPECTION BY G. TAGGING OF FEEDERS. GENERAL CONTRACTOR. INTERIOR : 3/4 CLR. TO BE SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR, AS SELECTED BY THE OWNER. - G EXTERIOR 1 1/2"CLR, S LOCAL AND COUNTY INSPECTORS AND MUST MEET .THEIR APPROVAL - DRILL -IN BOLTS, SCREWS AND DOWELS 9. THE ELECTRICAL CONTRACTOR SHALL APPLY FOR ELECTRICAL SERVICE AND INSTALL SERVICE IN ACCORDANCE WITH 12 CO.I ND RAILING SYSTEM RAILS, POS S, BALLUSTERS, ETC. TO BE SELECTED BY THE --: „• � � MPOSITE DECKA ( _,.. ) T AND INSPECTIONS.. .1 2 LR. R ALL PERM( S A- THAN T C ALL APPLY FO T N LESS / CONTRACTOR SHALL N 7 ELATION. R HALL NOT BE RESPONSIBLE LAYOUT, CONC. WALLS:.. A5 NOTED BUT O .., 2. THE PLUMBING CONT CCOMPANY REQUIREMENTS, INCLUDE ANY UTILITY COMPANY COST ASSOCIATED WITH THE I S A 8. THE GENERAL CONTRALTO S 1: WEDGE BOLTS SHALL BE ITW RAMSET/REDHEAD BOLTS OR APPROVED UTILITY Q E PROVIDE. OWNER WITH CERTIFICATES OF INSPECTIONS, MA OWNER AND MANUFACTURER'S ET AN, INSTALLED BY THEWRIT RAL CONTRACTOR ACCORDING TO THE DIMENSIONAL ERRORS OR DISCREPANCIES RESULTING FROM THE • w EQUIVALENT INSTALLED IN ACCORDANCE. WITH MANUFACTURERS - TI N AND OF CONTRACT DRAWINGS FOR ERECTION AND : THROUGH BEAMS AN SLABS EQU MANUFACTURER'S DETAILS,GUIDELINES,AND WRITT N SPECIFICATIONS. REPRODUCTION DRAWINGS, R C O SLEEVE ALL PENETRATIONS IN WILL D T EXISTING REINFORCING T 1 O.ALL WIRING SHALL BE COPPER, TYPE D (ARMORED CABLE) OR NM (NON-METALLIC CABLE). OUTLET BOXES SHALL BE 20. $ RECOMMENDATIONS. DO NOT CUT S G O REPRODUCED IN PERMITTED: SUBMIT ' 3.. THE PLUMBING CONTRACTOR SHALL VERIFY WITH THE UTILITY COMPANY OF ALL DED ' SHOP OR NY P PART IN SH P DRAWINGS DRAWINGSINDIVIDUALLY. CORE DRILLING WILL NOT BE VE THE � AM TO CONTRACTOR FOR INSTALL SERVICES ENTERING THE BUILDING. OF TYPE AND SIZE FOR LOCATION AND USE INTENDED. 13.ATTIC ACCESS: PROVIDE A'BESSLER'.SPACE-SAVER F LDING STAIRWAY TO THE ATTIC (25-}' x 54") WHOLE OR ANYPARTIIN SHOP DRAWINGS SHALL NOT RELIEVE LOCATION AND SIZE OF SLEEVES THROUGH BEAMS S FROM THEIR RESPONSIBILITY TO TCTCASTING CONCRETE. 2, MASONRY AND CONCRETE SCREWS SHALL BE MANUFACTURED BY REQUIREMENTS FOR HVAC EQUIPMENT WITH MECHANICAL SEE DRAWING FOR LOCATION. CONTRACTOR NORSUBCONTRACTORST, CRINREVIEW PRIOR : � R APPROVED EQUAL INSTALLED IN 4. UNLESS OTHERWISE NOTED, THE PLUMBING CONTRACTOR SHALL BURNISH ALL LABOR, 11,COORDINATE CONTROL AND POWER WIRING ACCURATELY LAYOUT, COORDINATE, DETAIL, FABRICATE AND ACCORDANCE E W TAPCONS O Q AND ALL OTHER ITEMS OF CONTRACTOR, INSTALL A:COMPLETE STRUCTURE. ATE THE ACCORDANCE WITH MANUFACTURER$' RECOMMENDATIONS. MATERIALS, EQUIPMENT, APPARATUS, TOOLS, STORAGE, 21. NO REINFORCING BAR$ SHALL BECUT TO ACCQIv�MOD EMBEDS OR OTHER ITEMS. '. WORK NECESSARY OR REQUIRED TO INSTALL AND COMPLETE THE PLUMBING WORK INSTALLATION OF ANCHORS, .. SPECIFIED. - 12.WIRING:DEVICES: I'I 9. REVIEW ALL $HOP DRAWINGS FOR CONFORMANCE WITH THE CONTRACT 3. ANCHORING ADHESIVE SHALL BE A TWO -COMPONENT SOLID EPDXY -BASED SHOWN ON THE DRAWING AND SPEC E - LE' SUPPLIED BY THE SINGLE POLE SWITCH SLATER#2270-WH DOCUMENTS AND FOR AMP AND INITIAL ANSWER ALL CONTRACTORF CHANGES O DIRECTION OF WALLS=.BEAMS & STRIP DISPENSED THROUGH E STATIC SUPPLIED IN N NUZ 22.. C : q.. THE PLUMBING CONTRACTOR SHALL BEFORE SUBMITTING HIS PROPOSAL FOR THE WORK - 3WAYSWITCH SLATER#2273-WH PDSTAMP AND INITIAL ALL SHEETS PRIOR TO CORNER BARS OF SAME SIZEAND QUANTITY MANUFACTURER. SYSTEM SUPPLIED IN MANUFACTURER'S STANDARD _ 5. RELATED QUESTIONS.FOOTINGS, CO E ITS AND/OR PREMISES ALL INFORMATION THAT WILL AFFECT HIS - 4WAY SWITCH SLATER #2274-WH - - EP XY SHALL MEET THE MINIMUM VISIT THE S / SUBMITTING SHOP DRAWINGS IT GENERAL R REQUIREMENT WILL FOR UNLESS NOTED OTHERWISE AS HORIZONTAL STEEL.:; SIDE BY SIDE CARTRIDGE AND O REVIEW. NON-COMPLIANCE WITH THIS REQUIREMENT WILL RESULT IN _ REQUIREMENTS OF AND CAN SPECIFICATION FOR MINIM I, IL IV AND V, .. .BID: FAILURE TO DO SO. WILL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR - DIMMER LUTRON SKYLARK $-103P ' CONFORMING TO THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS. - DIMMER (FLUORESCENT) LUTRON SKYLARK SF-103P �'- REJECTION OF SUBMITTAL 23. ALL EMBEDDED ITEMS SHALL BE SECURELY TIED IN. P°uACE PRIOR TO GRADE 3, CLASS B AND.CAND MUST DEVELOP A MINIMUM 10,560:PSI ' - CONCRETE PLACEMENT. ' COMPRESSIVE YIELD STRENGTH AFTER? DAY CURE. - DUPLEX RECEPTACLE SLATER #6252 AC WH SHALLOW FOUNDATIONS 6. THE PLUMBING CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR IN WRITING - GFI SLATER #6252 GFI WH PRIOR TOHISBID OF ANY DISCREPANCIES SHOWN ON THE DRAWINGS THAT DO NOT - SMOKE DETECTOR SQUARED' EDG 55 (HARDWIRED AND INTERCONNECTED) SHALL BE SIMPSO EPDXY -TIE ADHESIVE - - I AND TESTED IN ACCORDANCE WITH 24. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR FOR PROVIIDING THE 4. GROUTED ANCHORS N REFLECT ACTUAL FIELD CONDITIONS. _. - EXHAUST FAN. BROAN OR EQUAL 1. SOIL ECO STRIPPED, ONSCOMPACTED INSTALLEDI.IN A ACCORDANCE WITH ' � ' ' WITH ACI 7. V. EQUIVALENT C. T O FALL FORMWORK IN ACCO RDANCE WI C 34 OR APPROVED D PROJECT CONSTRUCTION L ENGINEER AN CONET U N OF THE SOILS�. THE RECOMMENDATIONS S O E :SPECIFICATIONS. MANUFACTURERS' RECOMMENDATIONS 7, ALL WATER SUPPLY. LINES TO BE COPPER; MAIN WATER SUPPLY TO BE MINIMUM 3/4' : 13:DEVICES AND PLATES SHALL OF COLOR AS SELECTED BY THE OWNER. - . ' TYPE L. TYPE AND ALL BRANCH LINES TO BEA MINIMUM 1/2 COPPER 25. PLACE CONCRETE PER ACI 804. USE INTERNAL MEGHANICAL 5. DRILL -IN REBAR DOWELS AND THREADED ROD ANCHORS (A307)SHALL COPPER A EE FALL DROP PEX TUBING IS ACCEPTABLE OUTLETS ARE SHOWN TO BE CONTROLLED BY SWITCHES, CONNECT SWITCH TO 1 2. CENTER ALL FOOTINGS UNDER THEIR RESPECTIVE OR WALLS VIBRATION FOR ALL CONCRETE, LIMIT MAXIMUM FR BESET USING ATWO-PART EPDXY AS DESCRIBED ABOVE. (. ) 14.WHERE OU S UNLESS OT HERWISE SHOWN ON PLANS MAXIMUM MISPLACEMENTOR OF CONCRETE TO 6'-0" FOR #57 AGGREGATE ANDIS'-0" FOR #8 - MINIMUM CONNECTION SIZES: : TOP LEG OF OUTLET ONLY. I_ C WATER CLOSET 3/8" CW 2" VENT ECCENTRICITY - 2". TOLERANCE FOR MISLOCATION OF COLUMN AGGREGATE. ALL PRECAUTIONS SHOULD BE TAKE TO AVOID VENT - STANDARDS. SEGREGATION OF CONCRETE DURING PLACEMEN WOOD LAVATORY/SINK 3/8 CW 3/8. HW 1-1 /2"VENT - DOWELS OR ANCHOR BOLTS TO BE PER ACI OR AISC S t 1 1. ALL WOOD CONSTRUCTION AND CONNECTIONS SHALL CONFORM TO.AITC BATH/SHOWER 1(2" CW 1 /2" HW9-1 /2"VENT 15.THE ELECTRICAL CONTRACTOR SHALL REVIEW OUTLET AND SWITCH LOCATIONS WITH THE OWNER : -CULT@ 3. HORIZONTAL JOINTS IN FOOTINGS WILL NOT BE PERMITTED. WNARE FOR FOOTINGS:CONSTUCTED WITH SIDE "AMERICAN INSTITUTE OF TIMBER CONSTRUCTION" MANUAL, UTILITY SINK 1/2"CW.. 1/2"HW 2" VENT IN FIELD PRIOR TO INSTALLATION. .J,... It ' 26. FOOTING SIZE$ SHA. I EDITION, AND THE DESIGN SPECIFICATIONS" FOR WOOD - WASHING MACHINE 1(2 CW '1/2' HW 2" VENT MONOXIDE DETECTORS TO BE HARD WIRED AND INTERCONNECTS EtTVIT0f11'T1E:ITtal Health : FORMS. IF SOIL MATERIAL CAN HOLD A VERTICAL SiIAPE, IT CAN. �. FLORIDABUILDING CODE CHAPTER 23, 16.SMOKE DETECTORS AND CARBONO PROVIDED FOOTING MOTH IS , , I CONSTRUCTION, 1991' EDITION, AND U INSTALL SMOKE DETECTOR IN EACH BEDROOM. INSTALL A COMBINATION SMOKE/CARBON. MONOXIDE Slt@ PI8F1 AppfOV@CI for COTI5YTUCtIOq 4. COORDINATE PLUMBING LINES WITH FOOTING LOCATIONS FOR BE USED AS AN EARTH FORM O A `L SLOUGHED T WITH CONCRETE OR MASONRY OR EXPOSED 8. ALL WATERLINES, WHETHER CONCEALED OR NOT, SHALL BE INSULATED WITH ' INTERFERENCE. INDIVIDUAL FOOTINGS CAN BE LOWERED WITH INCREASED 1. IN EACH HORIZONTAL DIRECTION.Fx 2. ALL WOOD IN CONTACT DETECTOR IN THE HALL.. LR UpCFSElfI@S ATI- PFEiVIOUS Site 1 iL:pS for I APPROVAL F THE STRUCTURAL ENGINEER. CONTINUOUS MATERIAL SHALL BE REMOVED FROM EXCAVATION BEFORE AND DURING WEATHER SHALL BE PRESSURE TREATED. ARMAFLEX OR EQUAL. INSULATE ALL WATER LINES PASSING THROUGH EXTERIOR WALLS, THE PRIOR TINGE O : WALL FOOTINGS SHOULD BE STEPPED AS DETAILED ON THE PLACEMENT OF CONCRETE: CRAWL SPACES, SOFFITS AND INACCESSIBLE SPACES. 3. DIMENSIONED LUMBER SHALL BE DRESSED S4S, AND SHALL BEAR THE 17.PROVIDE AND INSTALL DOOR CHIME AS SELECTED BY THE OWNER. i DS #5(n SF'2 � b & We1, F DRAWINGS. GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. WASTE LINES AMINIMUM OF 1 /8" PER ' `' L(E 27. PLACEMENT OFCONDUIT AND PIPES IN CONCRETE SHALL CONFORM TO. 9. ALL WASTE LINES MAY BE PVC SCHEDULE 40. PITCH WAS PROVIDE INSULATION BATTS AROUND 18.LIGHTING FIXTURE SCHEDULE:. ALL LIGHTING FIXTURES SHALL BE FURNISHED BY THE OWNER AND INSTALLED _ 5. EXCAVATING UNDER OR. NEAR IN -PLACE FOOTINGS/FOUNDATIONS ACI 318, SECTION 6.3.. 4. ALL LUMBER SHALL BE SOUND, SEASONED, AND FROM WARP. LINEAR FOOT. WHERE PVC 1S INSTALLED IN WALLS, O PIPES TO REDUCE SOUND TRANSMISSION. TIE NEW PIPING INTO EXISTING WITH ADAPTERS BY THE GENERAL CONTRACTOR. WBf: WHICH DISTURBS THE COMPACTED SOIL BENEATH THE FOOTINGS/ 28. CONSTRUCTION JOINTS NOT SHOWN ON THE DRAWINGS MUST BE 5. ALL METAL WOOD CONNECTORS SHALL BE ,• - .f FOUNDATIONS WILL NOT BE PERMITTED, AND LOCATED TO LEAST IMPAIR THE STRENGTH OF THE STRUCTURE- MANUFACTURED BY $IMPSON STRONG TIE CO. OR APPROVED EQUAL AS REQUIRED. SOIL POISONING FOR TERMITE CONTROL • , , ka aJ NO HORIZONTAL CONSTRUCTION JOINTS WILL BEPERMITTED iN L BE GALVANIZED STEEL [ IF AND SHALL G lO.PROVIDE SHUT OFF VALVES EACH FIXTURE AND SCREWSTOPS IN SHOWER FITTINGS. 1 GENERAL U D ON PADS: b.LOCAT ON OF ANY CONSTRUCTION JOINT NOT SHOWN $SUBJECT:. 71 SCOPE:FORTH FURNISH CONTROL A MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THE APPLICATION OF SOIL POISONIN . 6. REINFORCING SHALL BE SUPPORTS O ) b. ALL LUMBER SHALL BE SOUTHERN PINE NO. 2 GRADE BETTER: WITH CONTRACTOR, FOR CONTROL IO SPECIFIEDAPPLICATOR S DOWELS FOR COLUMNS AND FILLED CELLS SHALL BE SECURED IN TO REVIEW AND ACCEPTANCE BY CO 19%MAXIMUM MOISTURE CONTENT, UNLESS NOTED ON THE PLANS. 11.ADE UATELY SUPPORT SUSPEND AND ANCHOR. WATER, WASTE AND VENT SO AS 1.2 CONTRACTOR'S QuauHCAnoNs: APPLICATOR SHALL BE LICENSED IN THE STATE WHERE THE PROJECT Is LOCATED AND SH PLACE PRIOR TO POURING CONCRETE. USE TEMPLATES FOR SETTING Q COLUMN DOWELS AND ANCHOR BOLTS. 7. SHEATHING SHALL SEAS FOLLOWS UNLESS NOTED OTHERWISE: TO MINIMIZE ELIMINATE PIPE MOVEMENT, MISALIGNMENT, OR HAMMERING. t.3 GBE UARANTEE: EAuv KNOWN COMPANY. " ROOF SHEATHING SHALL BE APA RATED''. SHEATHING EXPOSURE 1, SPAN RATED AS PER THE RAFTER OR TRUSS SPACING. 12. INDIVIDUALLY VENT EACH FIXTURE. COLLECT VENTS AND RUN NEW VENT STACKS A. TERMITE PROTECTION TREATMENT SHALL BE GUARANTEED FOR PERIOD OF FIVE YEARS AGAINST TERMITE INFESTATION. ! GUARANTEE SHALL INCLUDE ANY YEARLY RENEWAL COSTS. REPAIRS FOR TERMITE DAMAGE PAID BY TERMITE COMPANY..: NFIO, HOMEC NSTRUCTION 8. PNEUMATIC NAILING DEVICES SHALL BE CALIBRATED TO AVOID COUNTER THROUGH THE ROOF, FLASH AND COUNTERFLASH VENTS WHERE THEY PENETRATE THE B. AT THE OWNER'S OPTION, AT THE TERMINATION OF THE GUARANTEE AND EXTENSION RENEWAL OF INSPECTION AND SERVICE SINKING NAILS INTO EXTERIOR WALL AND ROOF SHEATHING. ROOF; EXTENDING 12" AROUND VENT LEAVING ROOF WATERTIGHT. TREATMENT SHALL BE MADE AVAILABLE TO THE OWNER. � qg 1.4 SURETY BOND: GUARANTEE SHALL BE INSURED BY A SURETY BOND MADE OUT TO THE OWNER. LIABILITY UNDER THE BOND ALL NAV IT N B E t I ®F NI ` E 9. UNLESS NOTED OTHERWISE, HEADER BEAMS ARE TO BE PROVIDED IN 13.PROVIDE A NEW 80 GALLON HIGH RECOVERY RATE GLASS. LINED HOT. WATER HEATER BE FOR UP TO $75,000. E N `` V - ACCORDANCE WITH SECTION 2308.3 OF THE FLORIDA BUILDING CODE. 2. PRODUCTS LISTED (ELECTRIC START) BY RHEEM OR EQUAL, SEE PLANS FORLOCATION. 2.7 SOIL TREATMENT APPLIED TO THE DESIGNATED AREAS SHALL BE WATER BASED EMULSIONS CONTAINING TOXICANTS AS LIST BELOW. 6129 CARET N ROAD 10. FRAMING MEMBERS SHALL BE FASTENED TOGETHER IN ACCORDANCE WITH A. TERMITICIDES. . SECTION 23060E THESTOWFLORIDA BUILDING CODE, EXCEPT WHERE FASTENING 14.:PROVIDE WATER CONNECTION TO ICE MAKER IN THEKITCHEN. B BORATE$ STRINGENT SCHEDULES ARE MORE GENT IN THESE PLANS BAIT -STATION SYSTEMS, PORT ST LUC:I FLORIDA : 15.PLUMBING SCHEDULE: 3. EXECUTION 11. PROVIDE ADDITIONAL UPLIFT CONNECTORS TO. RESIST UPLIFT LOADS IN -ALL PLUMBING FIXTURES (WATER CLOSE, LAVATORY, TUB, AND SHOWER). SHALL BE 31 RESTRICTIONS DO NOT APPLY SOIL TREATMENT SOLUTION UNTIL EXCAVATING, FILLING AND AND GRADING OPERATIONS ARE ACCORDANCE WITH CONNECTORS SPECIFIED ON PLAN OR ON DETAILS. SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR AS APPROVED BY THE COMPLETED EXCEPT AS OTHERWISE REQUIRED IN CONSTRUCTION OPERATIONS, TO ENSURE PENETRATION, DO NOT APPLY SOIL OWNER. TREATMENT TO: EXCESSIVELY WET SOIL OR DURING INCLEMENT WEATHER. -ALL CQLQR$ELECTIQN$SHALL BE MADE BY THE OWNER PRIOR TO ORDERING 32 SURFACE PREPARATION: REMOVE FOREIGN MATTER WHICH COULD DECREASE EFFECTIVENESS OF TREATMENT ON AREAS N) DATE: PROJECT NO.: BE TREATED. LOOSEN, RAKE, AND LEVEL SOIL TO BE TREATED, EXCEPT PREVIOUSLY COMPACTED AREAS UNDER SLABS AND MATERIALS. FOUNDATIONS. TOXICANTS MAY APPLY BEFORE PLACEMENT OF COMPACTED FILL UNDER SLABS, IF ACCEPTABLE TO THE -ALL FITTING$ (FAUCETS; SHOWERHEADS, ETC.) SHALL BE SUPPLIED AND INSTALLED BY ARCHITECT.. 7- 7-2020 THE GENERAL CONTRACTOR. AS A13PROV ED BY THE OWNER. 3.3 APPLICATION: APPLY A, ATIL SEAT ON -GENT N FOLLOWINGAREAS: -FINAL HOOK-UPS OF WASHER,: DRYER. AND OTHER APPLIANCES BY THE GENERAL WITHIN BUILDING AREA, N7 FOUII N-GRADE. UNDER FOUNDATIONS AND FOOTINGS, INCLUDING HORIZONTAL AND VERTICAL SURFACES OF EXCAVATIONS. - CONTRACTOR. OUTSIDEOUTSIDEB�IMETERINASTRIP AT.LEAST 2'WIDEAND UNDER AREAWAY, APRONS, WALKS, PADS, STAIR LANDINGS OR REVISIONS: DRAWING: PAVED EXTENSIONS. ALLOW NOT LESS THAN 12 HOURS FOR DRYING AFTER APPLICATION, BEFORE BEGINNING CONCRETE PLACEMENT OR OTHER CONSTRUCTION ACTIVITIES. 3.4 POST SIGNS IN THE AREAS OF APPLICATION WARNING WORKERS THAT SOIL POISONING HAS BEEN APPLIED. REMOV E SIGNSN: WHEN AREAS ARE COVERED BY OTHER CONSTRUCTION. 3.5 RE-APPLYSOIL TREATMENT SOLUTION TO AREAS DISTRIBUTED BY SUBSEQUENT EXCAVATION OR OTHER CONSTRUCTION ACTIVITIES FOLLOWING APPLICATION. • NOTE ALL BUILDING SHALL HAVE PRECONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES. A CERTIFICATE OF A w I COMPLIANCE SHALL BE ISSUED TO THE BUILDING DIVISION BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENE"THE BUILDING HAS RECEIVED AICOMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN,' TERMITES. TREATMENT I5IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. FBC 1816.. OF FIVE 61'-4" 8., 8.. 8" 8.. 7 4" 14 1" 14' 6" C 8'-0., COVERED PORCH 45'-4" 8" ! 14' 1 17'-4" 3m I 0 M 0 co 8._0„ 45'-W' 8.-0., COVERED PORCH COVERED PORCH 7'-4" 14'-1" 14' 6" 14. 1" 8 7'-4" f 8" PROVIDE LANDING J FLOOR PLAN RAILING ANDRANITIONTRISERS/TREADS AS REQUIRED TO FINISHED GRADE TO FINISHED GRADE SCALE. 4' = 1'-011 (RIDSNOTSERS TO EXCEED IT', TREADS NOT TO EXCEED ld'( ' WINDOW NOTE: ALL MASONRY OPENINGS ARE BASED UPON PGT WINGUARD ALUMINUM FRAME SINGLE HUNG S000 SERIES WINDOWS. IF ANOTHER MANUFACTURER OR WINDOW TYPE IS SELECTED, THE CONTRACTOR WILL NEED TO ADJUST MASONRY OPENINGS BASED UPON MANUFACTURERS WRITTEN SPECIFICATIONS. 61' 4" 0 v -01 ELECTRICAL SYMBOL LEGEND $ SINGLE POLE SWITCH $' THREEPOLESWITCH 0 DUPLEX OUTLET 220 V OUTLET FOR RANGE DUPLEX OUTLET (GROUND FAULT INTERRUPT) fwo DUPLEX OUTLET (WEATHERPROOF) CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE �.-p. CEILING MOUNTED BATHROOM FIXTURE Q W/ EXHAUST FAN pOc::�EILING FAN -, GARBAGE DISPOSAL ® CABLE TV OUTLET PHONE JACK SD SMOKE/ CARBON MONOXIDE DETECTOR ELECTRICAL PANEL ELECTRICAL METER MS FIXTURE WITH MOTION SENSOR N APPLIANCE OUTLET ELECTRICAL PLAN SCALE: 16 = 1'-0" 7-7-2020 REVISIONS: NEW HOME CONSTRUCTION SMITH RESIDENCE 6129 CARLTON ROAD PORT ST LUCIE, FLORIDA PROJECT NO.: NG: A=2 ■ OF FIVE A 61'-4" 8'-4" .......... 14'-9" � 15'-2" 14'-9" 8'-4" 2x10 COMPOSITE — (TYP.) T7 F— 60 v 28 1 T. JO TS 2 LE 0 :T. GIP io v @.1 O.C. C O 8" MASONRY WALL REINFORCED WITH 9 GA LADUR TYPE REINFORCING @ 16" OC AND #5 VERTICAL REINFORCING IN. FULLY GROUTED CELLS (SEE TYPICAL SECTION FOR LOCATIONS) ON. 16" DEEP x 20 WIDE POURED CONCRETE FOOTING W/ 2 #5' REBAR REINFORCING A3 4" THICK CONC. SLAB W/ 6x6xlO W.W.M. (HOLD MESH 1 1/2" OFF BOT OF SLAB) ON .6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED C I Ep TERMITE TREATED CLEAN m SAND FILL. ( I I - ( 45'-4„ C4 C O - O U If 2xiO P.T: LEDGER 2c10 P.T. LEDGER i i °o F I _i -1 I I 2x8 f T. JOI TS L LH 2> LE 0 P.T. GER I I — b° @ 1 O.C. L — - 2X10 COMPOSITE — (TYP.) 8'-4" 14'-9" 15'-2" 14'.9" 8'.4^ - 61'.4„ J DECKI (2) #11 SCREE _FOUNDATION PLAN SCALE- 4" = V-0„ METAL STANDING SEAM'ROOF SYSTEM OVER APPROVED UNDERLAYMENT MEMBRANE ON APA SPAN RATED — PLYWOOD SHEATHING INSTALLED PER MANUFACTURER'S. INSTRUCTIONS PRE-ENGINEERED ROOF TRUSSES AT 24" O/C SEE TRUSS PLAN (BY OTHERS) FOR. ANCHORAGE SCHEDULE AND DETAILS. HI RIBBED LATHE VINYL SOFFIT W/. STUCCO FINISH - CONT. VENTS PER PLAN 7/8 STUCCO FINISH (3 COATS) OVER 8 CONC. BLOCK, VERT. BAR IN. CONC. FILLED CELL AS NOTED ON PLAN 0 eo 2x10 P.T.LEDGER BOLTED TO FOUNDATION W/ (2) ROWS %" DIA J-BOLTS (MIN 5 EMBED) @ 24" OC STAGGERED tNET SPACING 12' OC) PORCH FLOOR 2x8 P.T. JOISTS_ @ 16"O.C: _ FASTEN EACH JOIST I— LEDGER WITH SIMPS LUS2 TYPICAL WALL SE( A-3-7 SCALE: !if= 1'-0" 5 P.T. JG FASTENED W/ X3 DECK (S @ EA CROSSING 5/4" x 6" P.T. DECKING FASTENED W/ (2) # l OX3" DECK SCREWS @ EA CROSSING 2 12 3 I� TRUSS ATTACHMENT -.SEE TRI SS PLANS f(BY OTHERS) FOR ALL CONC TO WOOD > )� CONNECTIONS AND FOR TR SS TO. TRUSS CONNECTIONS (IF AN 1 X OR 2XP.T. BUCK SEE BUCK DETAILS ORMANUF SPECS. FOR FASTENING R-30 BATT INSULATION BATT INSULATION BETWEEN BOTTOM CHORD TOP OF WALL 8'-0" 1/2".GYPSUM BOARD OVER FURRING @ 16" O/C APPLIED TO UNDERSIDE OF TRUSS S;.. —(2) COURSES OF 8'MASONRY U-BLOCK REINF W/ #5 EA COURSE 1/2" GYPSUM BOARD OVER FURRING @ 16" O/C :1 till B MASONRY WALL REINF W/ 9.GA LADUR TYPE REINF @ 16' OC AND #5 VERT REINF IN. FULLY GROUTED. CELLS AT THE FOLLOWING LOCATIONS 1. ALL CORNERS AND INTERSECTIONS 2. MAX 32".00 3. ADJACENT TO OPENINGS 4.AS SHOWN ON THE PLANS .APPLIED WOOD BASE -SEE FINISH NOTES - TYP. 4" THICK CONC. SLAB W/ 6x6x10 W.W.M. (HOLD MESH 1/2" OFF BOT OF SLAB) ON .6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED TERMITE TREATED CLEAN SAND FILL. - ... —.6 MIL POLY VAPOR BARRIER - ° . 25" DEEP x 20" WIDE POURED a•. CONCRETE FOOTING W/2#5 Z. ,< REBAR REINFORCING EACH WAY _ �I METAL STANDING. SEAM ROOF SYSTEM OVER APPROVED UNDERLAYMENT MEMBRANE ON APA SPAN RATED PLYWOOD SHEATHING INSTALLED PER MANUFACTURER'S INSTRUCTIONS PRE-ENGINEERED ROOF TRUSSES AT 24 O/C SEE TRUSS PLAN (BY OTHERS) FOR ANCHORAGE SCHEDULE AND DETAILS. 6 HI RIBBED LATHE VINYL SOFFIT W/__,-� STUCCO FINISH -CONT. VENTS PER PLAN 7/8"STUCCO FINISH (3 COATS) OVER 8" CONC.: BLOCK, VERT. BAR IN CONC. FILLED CELL AS NOTED ON PLAN O �w � O N � Z O O z F E w0 J �! � w Q b 00 co d Q. D o z3 Q g0 ;E ° z w w �H 5/4" x 6" P.T. DECKING FASTENED W/ 2x10 P.T. LEDGER (2) #1 0X3" DECK BOLTED TO. SCREWS @ EA CROSSING FOUNDATION W/ (2) ROWS %" DIA J-BOLTS (MIN 5' EMBED) @ 24" OC STAGGERED (NET SPACING I Z' OC) POR N o'-4" =JOISTS I-f I I -I I _ FASTEN EACH JOIST TO ' 1 I. EDGER WITH SIMPSON� LUS28SS — TYPICAL WALL ECTION A-4 SCALE: !if= 1'-0" PRECAST LINTEL CONCRETE BE CONCRETE POUR REINF Wy WINDOWS AND DOORS SHALL BE CERTIFIED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURERSRECOMMENDATIONS TO WITHSTAND THE COMPONENT AND CLADDING DESIGN PRESSURES SPECIFIED IN THE GENERAL NOTES AND SHALL BE PROTECTED WITH AN IMPACT RESISTANT COVERING OR SHALL BE MANUFACTURED IMPACT RESISTANT. TYPICAL WALL REINFORCING AT NIN!It " TION 'all 1-011 12 METAL STANDING SEAM. ROOF SYSTEM OVER APPROVED 3 UNDERLAYMENT MEMBRANE ON APA SPAN RATED` TRUSS ATTACHMENT SEE TRUSS PLANS PLYWOOD SHEATHING INSTALLED PER MANUFACTURER'S (BY OTHERS) FOR ALL CONC. TO WOOD .i INSTRUCTIONS 12 CONNECTIONS AND FOR TRUSS TO TRUSS CONNECTIONS (IF ANY) II 6 `. 1 X OR 2X P.T. BUCK SEE BUCK. PRE-ENGINEERED ROOF TRUSSES AT DETAILS OR MANUF SPECS. FOR 24" O/C SEE TRUSS PLAN (BY :FASTENING - OTHERS) FOR ANCHORAGE SCHEDULE AND DETAILS. u+ 12 `. R-30 BATT INSULATION BATT INSULATION BETWEEN COPPER DRIP OVER ix4 3 BOTTOM CHORD P.T. NAILER ON 2x8WOOD (PAINT GRADE) FASCIA TOP OF WALL OVER 2X SUB FASCIA 1 /2" GYP�UM BOARD OVER FURRING @ I C O/C APPLIED TO UNDERSIDE OF VINYL SOFFIT ° TRUSSS,. - . 2xl0 COMPOSITE LEDGER (2) C04?SES OF 8" MASONRY 'I PRIMED AND PAINTED U-BLOCK REINF W/ WHITE #5 EA COURSE 1 /2" GYPSUM BOARD OVER FURRING @ 16" O/C :o WINDOO STOOL AND CASING PER .I FINISH NOTES - TYP. 1/2" GYPSUM BOARD OVER. FURRING@ 16" O/C APPLIED WOOD BASE - SEE FINISH NOTES - TYP. 4"THICK+CONC.SLAB W/6x6x10 ;I W.W.M.;(HOLD MESH I I/2"OFF BOT OF SLAB) ON .6. MIL VAPOR BARRIEROVER . CLEAN, WELL COMPACTED TERMITE TREATED _. CLEAN SAND .FILL. -. -2x8 P.T. HEADER 2x10 COMPOSITE LEDGER PRIMED AND PRIMED ....... .�_ WHITE d I. I _ 6;MIL POLY VAPOR BARRIER FINISH GRADE • - 25DEEP x 20" WIDE POURED `CONCRETE-FOOTINGW/2#5 ° REBAR R INFORCING EACH WAY TRUSS ATTACHMENT - SEE TRUSS: PLANS (BY OTHERS) FOR ALL CONC. TO WOOD CONNECTIONS AND FOR TRUSS TO TRUSS CONNECTIONS (IF ANY) I X OR 2X P.L. BUCK SEE BUCK DETAILS OR MANUF SPECS. FOR FASTENING R-30 BATT INSULATION BATT INSULATION BETWEEN BOTTOM CHORD _ TOP OF WALL 8.0„ 1/2" MOISTURE PROOF GYPSUM BOARD (GREEN BOARD) OVER FURRING :@ 16O/C APPLIED TO UNDERSIDE OF TRUSS'S IN AREAS THAT WILL BE EXPOSED TO MOISTURE/ HUMIDITY (2)2x10HEADER . (2) 2x4 TOP PLATE 8x8 P.T. POST 5/4" X 6' P.T. DECKING FASTENED W/ (2) # 1 OX3" DECK SCREWS @.. EA CROSSING 2x8 P.T. JOIST THRU BOLTED TO 8x8 P.T. POST WITH (2) J' DIA GALV. CARRIAGE BOLTS PORCH FLOOR N 0-4„ 0 1 O 1 _ I 8x8 P.T. POST ANCHORTO T WINDOW — FOOTING WITH H 'KERFED BRACKET ,--C6" DEEP x 29'WIDE POURED ONCRETE FOOTIING W/ 2 #5 REBAR REINFORCING (EA, WAY) TYPICAL PORCH SECTION A-4 SCALE: 4" = 1'-011 NEW HOME CC NSTRUCTION SMITH RE.SIDIFFNICE 6129 CARLT N ROAD PORT ST LUCK:., FLORIDA DATE: PROJECT NO.: 7-7-2020 REVISIONS: DRAWING: A=4 OF FIVE 0 ROOF PEAK 7 9_9 DOORS 9 CO ap FINISHED FLOOR 01-0" cm X PROVIDE LANDING, RAILING AND RISERS/TREADS AS REQUIRED TO TRANSITION TO FINISHED GRADE (RISERS NOT TO EXCEED 7", TREADS NOT TO EXCEED Ig') fRONT ELEVATION, !if 1-011 SCALE: 4 1 R�201 PEAK 179— 12 3 FINISHED CZI LING OP OF — s & DOORS O FINISHED ILFLOOR ro 70, ' N SHED GRADE L' TBD REAR ELEVATION . I I I - I w SCALE. 4 - MU 12 3 O�R20 1�4_IEAK 9 12 7 �In7ms & DOO S zo... ... t' 777= 1 9 A 'N RIGHT ELEVATK N -111 = I I -oil SCALE: 4 12 3 R2<')F PEAK I _9 12 6 iur ur WINDOWS& DOORS7: co 0 RL11 LEFT Effv"ATN'1-0-14 SCALEAII = I 4 Z�1�1 NEW HOME CONSTRUCTION SMITH RESIDENCE 6129 CARLTC N ROAD PORT ST LUCIE FLORIDA DATE: PROJECT NO.: 7-7-2020 REVISIONS: DRAWING: OF FIVE