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1827 Tierra Verde Dr POOL21-0021OWNER:ADDRESS:CITY:STATE:ZIP: COSGROVE CARY S 1827 TIERRA VERDE DR ATLANTIC BEACH FL 32233 COMPANY:ADDRESS:CITY:STATE:ZIP: ISLAND POOLS,LLC 1546 LINKSIDE DR ATLANTIC BEACH FL 32233 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 169542 5088 SELVA TIERRA JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 1827 TIERRA VERDE DR SWIMMING POOL SWIMMING POOL RESIDENTIAL SWIMMING POOL $64515.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (904-247- 5814) to request an Erosion and Sediment Control Inspection prior to start of construction. 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 8/3/2021 PERMIT NUMBER POOL21-0021 ISSUED: 8/3/2021 EXPIRES: 1/30/2022 SWIMMING POOL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $340.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $170.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $7.65 STATE DCA SURCHARGE 455-0000-208-0600 0 $5.10 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $722.75 3 PUBLIC WORKS POOL WELLPOINT INFORMATIONAL Notes: Pool Wellpoint (if used) must discharge into vegetated area 10 foot minimum from street or drainage feature (swale, structure or lagoon). 4 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container cannot be placed on City right-of-way. 5 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 6 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 7 PUBLIC WORKS MAXIMUM DRIVEWAY INFORMATIONAL Notes: Maximum driveway width within the City right-of-way is 20 feet. 8 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking and debris must be removed from job site by Contractor. 9 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL Notes: Any damage done to infrastructure must be repaired by Contractor. 10 PUBLIC WORKS OTHER PUBLIC WORKS CONDITION INFORMATIONAL Notes: A Revocable Encroachment Agreement must be submitted for the driveway. 2 of 2Issued Date: 8/3/2021 PERMIT NUMBER POOL21-0021 ISSUED: 8/3/2021 EXPIRES: 1/30/2022 SWIMMING POOL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $722.75 POOL21-0021 Address: 1827 TIERRA VERDE DR APN: 169542 5088 $722.75 BUILDING $340.00 BUILDING PERMIT 455-0000-322-1000 0 $340.00 BUILDING PLAN REVIEW $170.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $170.00 PUBLIC WORKS PLAN REVIEW $100.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE SURCHARGES $12.75 STATE DBPR SURCHARGE 455-0000-208-0700 0 $7.65 STATE DCA SURCHARGE 455-0000-208-0600 0 $5.10 ZONING PLAN REVIEW $100.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL FEES PAID BY RECEIPT: R16505 $722.75 Printed: Tuesday, August 3, 2021 4:15 PM Date Paid: Tuesday, August 03, 2021 Paid By: ISLAND POOLS,LLC Pay Method: CREDIT CARD 491696589 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R16505 ~+; CENTRALSQUARE Final Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing In Progress Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In-Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: _____________________________________________________ Permit Type ____________________________________________________ Permit No. __________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department Public Works/Utilities Fire Department Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789 Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION IN fE'1r l@N l lN E~ ~I@ ~1-iM Musr CAIi. BY 4PM PREVIOUS DAY FOR NIEXI' DAY INSPECIION POOL21-0021 Building Permit Applitcation g City of Atlantic Beach Building Department 800 Seminole Road, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: E~uilding-Dept@coab.us Updated 10/9/18 **AU INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. Job Address: \({,Z..1 :Uo«c Vu-de ,])(. ,t{:!dttbc:..fea:::½S·L~ermit Number:--------- Legal Description "3~2.q CA.-'2..S-2'3E S=,:11<'2 \te«d Lof: 4t RE# )(tf2±2 ... ,m Valuation of Work (Replacement Cost) $ lP11 515:, 00 Heated/Cooled SF _____ Non-Heated/Cooled ____ _ • Class of Work: ~w □Addition □Alte ration []Repair □Move □Demo □P ool □Window/Door • Use of existing/proposed structure(s): □Commercial ~sidential • If an existing structure, is a fire sprinkler system installed?: □Yes ~ • Will r be removed ·n a ociation with ro·ect? □Yes must sub arate Tree Removal Permi ~o Describe in detail the type of work to be performed: tV\ rt)t,tvJ ?t,l)1 Mvt1 i ~ Florida Product Approval#, ___________________ for multiple prod ucts use product approval form Own rney or Agency Lett1~r Required) ___________________ _ Contractor Info · Name of Company .±~:2'l..Y::.~.LJJl,21~~.-L.------Qualifying Age~t --!::~""""'c.=""d,..,__,c;,v,=-"-"!!<2;;..N.:i----____,,-~--- Address · V\ Citv ~c. J?e;::¥-J ,aState BL Zip 822-3:;? Office Phon Joib Site Cont~ct ~~~\ State Certification/Registration# E--Mail C<:~15\~ '3 ,org Architect Name & Phone# ______________________ ..) ____________ _ Engineer's Name & Phone#--------------------~~------------ Workers Compensation Insurer _______________ OR Exem pt r/ Expiration Date _______ _ Application is hereby made to obtain a permit to do the work and installations as indicated . I certify that no work or installation has commenced prior to the iss uance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, W ELLS, POOLS, FURNACES, BOILERS, HEATERS, TAN KS, and AIR CONDITIONERS, etc. NOTICE : In addition to the requirements of t his permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits requi red from other governmental entities such as water management districts, state agencies, or federal agencies. OWNER'S AFF IDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance w ith all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LEN.DER OR AN ATTORNEY BEFORE RE~~CEMENT. ~ (Signature of Owner or Agent) ~ ~nally Known OR [ ] Produced Identification Type of Identification: _____________ _ POOL21-0021 Simplified Total Dynamic Head {TOH) Calculation Worksheet CALCULATIONS MUST BE PER ANSI/APSP/ICC 7-13 & FBC-R R4501.6 The Contractor is responsible the accuracy of the Worksheet Determine Maximum System Flow Rate Minimum Flow Rate Required: 35gpm per skimmer (required: 1 skimmer per 800 sq ft of surf. area) 1. Calculate Pool Volume 4 50 X L-1, 5 X 7.48 (gal./cubic foot)= J 55 DC> (Surface Area) (Avg Depth) / _ (Volume in Gallons) 2. Determine preferred Turnover Time in Hours: __ \.P..c,...__X 60 (min/ hour)= 3(p.O (Hours) [fumove: min) 3. Determine Max Flow Rate I 5 SDC> / 3 lsi-D + Q = ½ 1::1 hl_PfY\ i_ (Volume in Gallons) (Turnover in Min) (Pool Flow Rate) (System Flow Rate] 4. Spa Jets: .......;:LO~_ X ID GPM per jet= (9 0 flow rate (No of Jets) QetFlow) (Total Jet Flow Rate) (For Single Pump pool/spa combo, use the higher of No. 3 or No. 4 in the following calculations for the pool & Spa) Determine Pipe Sizes: 11 Branch Piping to be 3 inch to keep velocity @ 6 fps max. at / 00 gpm Maximum System Flow Rate ~·· 0 Suction Piping to be _.d:,,.....,__ inch to keep velocity @ 8 fps max. at J..QQ_ gpm Maximum System Flow Rate I'\ I' 0 Return Piping to be _.,(A.........__ inch to keep velocity @ IO fps max. at J.QQ... gpm Maximum System Flow Rate Determine Simplified TDH: 1 1. Distance from pool, to pump in Ft: ~0 2 . Friction loss (i n s ucti on pipe) in 3 1 1 inch pipe per I t.@ gpm = J CO (from pipe flow/friction loss chart) ""'I'' t~· 3. Friction loss (i n return pipe) in ~°''----inch pipe per I t.@ gpm = lidL_(from pipe flow/friction loss chart) 4. a-.o x ,al.\ = o .~ (Length of Suction Pipe) (Ft of head/I ft of Pipe) (TOH Suction Pipe) ~o x---L.-. \ ........ O ____ =-c&~-5. (Length of Suction Pipe) (Ft of head/I ft of Pipe) (TOH Suction Pipe) Flow and Friction Loss Per Foot (Schedule 40 pvc Pipe) Vall'w".ifv. ~ Per Second Pipe-Site 6Fl'S 8 FPS 10 FPS u · 37apm o.oa· SOtpm .1•· 621Pm 2· •-•m 0.06' Slopm .10· 103•= 15" aacpm 0.05' 117cpm -08' 1A81pm 3" U61mm 0.04' 18JRDm .or 227apm Selected Pump and Main Drain Cover: .21 ' .16' .u· .10' TOH in Piping d • g Filter loss in TOH (from filter data sheet)_~i ~5"=-_ Heater loss in TOH (from heater data sheet)_.._} __ 5'---_ Total all other loss _ _,Q........._ __ Total Dynamic Head (TDH) 3a · '6 Pump selection ~e,/ Ii -+lo VS F-30SD using pump curve for TOH & System Flow Rate (Pump model and size in HP) Main Drain Cover CM P /vQ VA (System Flow Rate must not exceed approved cover flow rates) (Pump model and size in HP) Notes: Minimum system flow based on minimum flow per skimmer of 35 gpm. Determine the Number and Type of Required In-floor Suction Outlets: (Check all that apply) ', ~0 -3 '-+ 0 7 ¾ suction outlets@ / DO gpm max. flow (see note 2) □ 0 0 0 _____ suction outlets @ _____ gpm max. flow (see note 3) o ._ _____ __, ______ channel drain @ gpm w/ ___ ports (see note 4) TOH Calculation Options (For each Pump) Check one ~ Simplified Total Dynamic Head (STDH) Complete STDH Worksheet -Fi ll in all blanks □ Total Dynamic Head (TOH) □ Complete Program or other calcs. Fill in required blanks on worksheet & attach calculations Maximum Flow Capacity of the new or replacement pump Notes: 1. If a variable speed pump is used, use the max pump low in calculations 2. For side wall drains, use appropriate side wall drain flow as published by manufacturer 3. Insert manufacturer's name and approved maximum flow 4. See installation instructions for number of ports to be used 5. In-Floor suction outlet cover/grate must conform to most recent edition of ASME/ ANSI A112.19.8 and be embossed with that edition approval 6 . Pump, Filter and Heater make and model cannot change, and equipment location cannot be move closer the pool without submitting a revised plan and TDH calculation worksheet for aooroval Pipe Size 1.5" 2" 2.5" 3• 4• 6" Velocity -Feet Per Second 6 FPS 8 FPS 37gpm 0.08' 50gpm .14' 62gpm 0.06' 82 gpm .10" 88gpm o.os· 117 gpm .08' 13611pm 0.04' 181 i;(pm .07' 234gpm 0.03' 313 gpm .OS' 534gpm 0.02' 712 gpm .03' 7 Print Name LP~ \ vl s J Y ~ 9 Telephone Number 10 FPS 62Rpm .21' 103 gpm .16' 148 gpm .13' 227 RPm .10' 392gpm .07' ANSI/ APSP /ICC Worksheet Swimming Pool Energy Efficiency Compliance Information Note: These Requirements Apply ONLY to the Filtration Pump Maximum Filtration Flow Rate Calcutlations Pool Water Voume 1656(:>+ 360 = --1i,_ gpm = filtration flow rate Is there an Auxiliary load on the filtration pump? Yes_ No__QS_ If so, what is the a uxiliary flow rate gpm Maximum Flow Rate L--\:\ gpm (maximum auxiliary pool loads or the filtration flow rate, whichever is greater. The poolfiltratio11flow rate shall not be greater than the rate needed to turn over the pool water volume in 6 hours or 36 gpm whichever is greater. Th is means that for pools of less than 13000 gallons, the pump shall be sized to have a flow rate of 36 gpm or less. It Suction Pipe size @ 6 fps 3 inch Return P ipe size @ 8 FPS ;),'' inch Filter Factors: (Cartridge .375) or (D.E 2) or (Sand 15) )00 . ~l S ~¼0 (flow rate) !lter fa~tor)~um filter size) Filter Make/Size ~,Jtt>, I t nm Backwash valve? Yes __ No ()(.._ (if yes, must be 2 inch min) Pump Selection from APSP database on Curv~ gallons) or C (greater than 17000 gallons) (circle one) Mode1:Lt--Jkl) ;f\ 0 VS f 3D SD Aow Rate (low speed) / 0 gpm @ / 0110 rpm Aow Rate (high speed) / OD gpm@ :t(()rpm ~ if no auxiliary load on filtration pump Pump Controls / Standard time clock / 2 speed time clock_/_ nor other __ _ Heater Model _______________ _ Notes: suction piping in front of pump inlet must be 4 pipe diameters in length. Must have 18" of straight pipe after the filter for solar. Swimming Pool Specifications for: Owner: ___________________ _ Address ___________________ _ City, State,Zip ________________ _ p s 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 3 1 32 33 34 35 0 0 2.3 4 .6 6 .9 9 .2 11 .5 13.9 16.2 18.5 20.8 23.1 25.4 27.7 30 32.3 34.6 37 39.3 41 .6 43.9 46.2 48.5 50.8 53.1 55.4 57.8 60.1 62.4 64.7 67 69.3 71 .6 73.9 76.2 78.5 80.9 Total Head In Feet Conversion Chart Inches Me rcury (Vacuum Gauge) 2 4 6 8 10 12 14 16 2 .3 4 .5 6.8 9 11 .3 13.6 15.8 18.1 4 .6 5 .8 9.1 11 .4 13.6 15.9 18.1 20.4 6.9 6.1 11 .4 13.7 15.9 18.2 20.4 22.7 9.2 11 .5 13.7 16 18.2 20.5 22.8 25 11.5 13.8 16 18.3 20.5 22.8 25.1 27.3 13.8 16.1 18.3 20 .6 22.8 25.1 27.4 29.6 16.1 18.4 20.6 22.9 25.2 27.4 29.7 31 .9 18.4 20.7 23 25.2 27.5 29.7 32 34.3 20.7 23 25.3 27.5 29.8 32 34.4 36.6 23.1 25.3 27.6 29.8 32.1 34.3 36.6 38.9 25.4 27.6 29.9 32.1 34.4 36.7 38.9 41.2 27.7 29.9 32.2 34.5 36.7 39 41 .2 43.5 30 32.2 34.5 36.8 39 41 .3 43.5 45.8 32.3 34.5 36.8 39.1 41 .3 43.6 45.9 48.1 34.6 36.9 39.1 41 .4 43.6 45.9 48.2 50.4 36.9 39.2 41 .4 43.7 4 5.9 48.2 50.5 52.7 39.2 41 .5 43.7 46 48.3 50.5 52.8 55 41 .5 43.8 46.1 48.3 50.6 52.8 55.1 57.4 43.8 46.1 48.4 50.6 52.9 55.1 57.4 59.7 46.2 4 8.4 50.7 52.9 55.2 57.4 59.7 62 48.5 50.7 53 55.2 57.5 59.8 62 64.3 50.8 53 55 .3 57.6 59.8 62.1 64.3 66.6 53.1 5 5 .3 57.6 59.9 62.1 64.4 66.6 68.9 55.4 57.7 59.9 62.2 64.4 66.7 69 71 .2 57.7 60 62.5 64.5 66.7 69 71.3 73.5 60 62.3 64.5 66.8 69.1 71 .3 73.6 75.8 62.3 64.6 66 .8 69.1 71 .4 73.6 75 .9 78.1 64.6 66.9 69.2 71 .4 73.7 75.9 78.2 90.5 66.9 69.2 71 .5 73.7 76 78.2 80.5 82.8 69.3 71 .5 73.8 76 78.3 80.5 82.8 85.1 71 .6 73.8 76.1 78.3 80.6 82.9 85.1 87.4 73.9 76.1 78.4 80.7 82.9 85.2 87.4 89.7 76.2 78.4 80.7 83.1 85.2 87.5 89.7 92 78.5 80.7 83 85.3 87.5 89.8 92 94.3 80.8 83.1 85.3 87.6 89.8 92.1 94.4 96.6 83.1 85.4 87.6 89.9 92.2 94.4 96.7 98.9 18 20.3 22.7 25 27.3 29.6 31 .9 34.2 36.5 38.8 41 .1 43.4 45.8 48.1 50.4 52.7 55 57.3 59.6 61 .9 64.2 66.5 58.9 71 .2 73.5 75.8 78 80.4 82.7 85 87.3 89.6 92 94.3 96.6 98.9 101 .2 ,. NOTE: F IELD TOH MU ST BE EQUAL T O OR HI GHER THAN T HE CALCULATED T OH . ..., GAGES TO B E INSTALLED AT TH E T IME OF F INAL INSPECTION FOR V ERI FICATI ON. POOL21-0021 TREE &VEGETATION AFFIDAVIT City of Atlantic Beach Community Development Department 800 Seminole Road Atlantic Beach, FL 32233 (P) 904-247-5800 SITE INFORMATION ADDRESS 1827 Tierra Verde Dr Atlantic Beach, FL 32233 SUBDIVISION 38-28 09-2S-29E SELVA TIERRA FOR INTERNAL OFFICE USE ONLY PERMIT# ______ _ BLOCK LOT 44 RE # !xi RESIDENTIAL 0 COMMERCIAL 0 OTHER APPLICANT INFORMATION NAME Cary Cosgrove PHONE# ADDRESS 1827 Tierra Verde Dr CELL # (904)334-5421 CITY Atlantic Beach STATE FL ZIP CODE 32233 ------------- EMAIL rd@islandpools.org !xi OWNER □ LEGAL AUTHORIZED AGENT I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation", of the Municipal Code of Ordinances for the City of Atlantic Beach Florida and/or I have participated in a pre- application meeting with the Administrator of those regulations. Subsequently, I affirm that no regulated trees and no regulated vegetation will be damaged, destroyed and/or removed from the above-described property and/or adjacent properties including right-of-way. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED IS CORRECT: Signature of Property Owner(s) or Authorized Agent ~---t-------Cary Cosgrove SGNATURfoF APPLICANT PRINT OR TYPE NAME SIGNATURE OF APPLICANT (2) PRINT OR TYPE NAME Signed and sworn before me on this day of--+-J\.....,_fv...d-=---., ___ '"?t)__,, Y-\ 1 by Identification verified: ______________________ _ Oath Sworn~ D No 04 TREE AND VEGETATIONAFFIDAVIT 03.0 1.2018 DATE DATE Stateof Fl County of ~c/ / J , Cover page 1827 Tierra Verde Atlantic Beach FL 32233 Occupancy class R-3 FBC 2020 NEC 2020 1.Impervious calculations (Please refer to the Topo survey attached) 2.Building Permit Application 3.Proof of ownership 4.Notice of Commencement (to be filed) 5.Site survey 6.Site management plan 7.Site plan 8.TDH worksheet 9.Drain and entrapment prevention 10.Pool steel drawings 11.a-g equipment cut sheets 12. Alarm specifications 13. Architectural drawings referencing pre and post impervious breakdown POOL21-0021 ~ fool~ LLC POOL21-0021 CLEAR & CLEAR® RP CARTRIDGE FILTER Efficient and carefree ... by design The Clean & Clear RP f i lter's innovative s ide entry desi g n opti m i zes f low for greater en er g y effic iency. It features an easily-clea n ed cartridge for the u ltimate i n carefr ee pool fi ltration . T he f iber g l ass-reinforc ed tank h alves a r e se cured with a low-force c lam p r i ng-just l oosen the r in g and r emove the top hal f f o r easi er cartridge access and r i nsing. Fil ter mainten ance doesn't get any easi er. KEY FEATURES Single-piece base and tank Constructed of fiberglass-reinforced po ly propyl ene for strength, chem ical r es istance and max imum durabili ty. High Flowr" manual air relief valve Rel ief valve and continuous internal air relief work together to maintain optimum filtration efficiency. 1-1/2" drain cap and washout For quick and conven ient mai ntenance and winterization. Innovative lock-ring Requ i res onl y an easy half of a revolution for a leak-proof seal. Easy access 1-1/2" drain 2" x 2-1/2" plumbing For maximum f low; innovative side ent ry maximizes energy effici ency. Low-force clamp ring Opens and closes easily for quick access to cartridge. Easy to remove and rinse cartridge Fo r near effortless clea ning. Quick-connect union Qu ick-connect union with diamond seal assures easy installation and servicing. Unmatched hydraulic efficiency Nearly 50 % more energy efficient than other singl e cartridge filters. Model Filter Area Vertical Filter Flow Rate Turnover Capacity (Gallons) Number Sq. Ft. Clearance* Diameter CCR P 100 100 61' 15.5" l;CRP 150 150 CC RP 200 200 76" 15.5" ♦PENTAIR GPM 100 150 150 8 hrs. 10 hrs. 12 hrs. 48 ,000 60,000 72,000 72,000 90,000 108,000 72,000 90,000 108,000 "Requ ired clearance to remove filter elements The Clean & Cloa,. .. Cartridge Filter has ear"le•:1 the Eco Se ect• brand distinction as one of lhE" green est and most efficient choices :rom Pentair. 1620 Hawkins Ave I Sanford, NC 27330 I United States I 800.831.7133 I pentair.com All Pentair tradcm~rks and logos are owned by Penta:r pie, or one of its global affili ate s. Clean & Clear~. High -Flow111 and Eco Select$ vre trademark~ and/or registered trademar ks of Pen ta;rWater Pool and Spa, inc. and/or 'ts a~:liated co mpa'lies in the un:ted States and/or other countries. Because we are continuo1..c.ly moroving ou.- orooucts and services Penta r rese.-v es the rigtit to change soecification~ without prior notice. Penta ·r ·s an equa opportunity enployer. Pl-109 6/19 ©2019 Pentair Water Pool aod Spa. Inc. All rights reserved INTELLIFLO ®VSF VAR IABLE SPEED AND FLOW PUMP PRECISE FLOW CONTROL FOR THE HIGHEST ENERGY SAVINGS AND ULTIMATE SYSTE M PERFOR MANCE. PERFORMANCE CURVE S 100 I 90 Mox.SpHd @31.S0rpm 80 0 r.~ 70 0 S/ittd4 @ 110,pm u'. 60 E .,, "' "' 50 r. u '1§ 40 "' C: ,_ Speed3 - @Z350rpm C .. 30 ~ 20 • ... ··!,. t . I I Speed 2 @IS00rpm 10 I SpMd 1 @750rpm 0 I 0 20 40 ♦PENTAIR ---I I -.... .... I OPERATING RANGE FOR I r-.... FLOW CONTROL "-,...... r--.... ~ ...... r-... "-"- "-...... .......... ........ I"... .......... to-... ......... ""1.. ,, 1;;;_, • "'-. ./ ....... V 1, ......... .,,,. ----~ I .· i..---....- 60 80 100 120 140 160 Volumetric Flow Rate in GPM Oselect· The 1n1el'<Flo VSF Variable Speed and Flow Pump tias ea~ned ~he c.co Select• or and d s t 1nction as one-of the greenest and most effic·ent cho ces from Pentair. 1620 Hawkins Ave I Sa nford , N C 27330 I United St ates I 800.831.7133 I pentair.com TRADEGRA DE The TradcGrade taml'y c' prooucts ·s exct1,,slve.y rnaou for and sold by triP.worfd's most d emanding pool professionals. ENERGY STAR" Cert fed lntelliF O vs~ pumps <&ram Pentair meet strict energy-efficie'lcy cnerla set by t"e l:.S. Env:ronmental Pro1ection Agency acd :he U.S. Department of Energy. These pumps save money. raduce energy use a-id p~atcc: the environment. All Penta·, trade.arks aid logos ar~ owned oy Pentair pie. Intel 'Flo~ EasyT01,;ch" lnte liTouch~ Screen .. ogic2•ond ~co Se,ect• are ~egi'>tered uaoernarks of Penta r Water 0 001 and Spa ,re. and/or its atti iated compan·es in the Uriteo Sta:es anclor otrier covntries. Because we a~e co,tin..io..is yilY'pfov·ng OU" producrsa'"td serv·ce~ Penta·r r~servcs tlie right to ct-ange specif cations wi;:houi prior no:ice Pentair is an equal opportunity employer. Pl-413 2/19 ©20"9 Penu:"r Water Pool and Spa . Inc. A1 rights reserved. 8 c®• 7-3/4" NOVA POOL DRAINS :MP 25513-26X, 25513-4XX, 25513-SXX, 25513-6XX, 25515-S)(X, 25516-26X l5516-4XX,25516-SXX, 25517-SXX,25539-SXX,25539-6XX, 25548-SXX Read and keep these instructions for future reference. for Muttiplt: Or.vtl Us. Only '"~ 1.S":a 118 GPM(W.J0 /140GPM(.Flocw) r•111(if>M~/ISOGPM(Aoof) Life::1Yffl'S Aoo,c,wal \tGB:2008 COMPLJANT ~lways plumb and install all suction fittings according to all building codes that apply in your area. NARNING: The suction fitting and fasteners should be inspected for damage or tampering before each use of the faci lity. If the fitting/cover breaks, is damaged, or is 11issing, shut the system down immediately. Missing, broken, or cracked suction fittings must be replaced before using this facil ity. Use of the system w ith damaged, oose, or missing covers may resu l t in serious injury or death. NARNING: Never exceed the maximum allowable flow rate stated on the suction fitting. In the event that one suction outlet is completely blocked, the rema ining ;uction outlet(s) serving that system MUST have a flow ra ting capable of the ful l flow of the pump(s) for the specific suction system. :AUTIO N: Children should never be left unattended at any time i n a swimmin~i pool, spa, or bathtub. Be sure the temperature of the water never exceeds the nanufactu rer's recommendations. -he maximum flow rating for this suction fitting with 1.s• plumbing is 118 GPM (Wall) and 140 GPM (Floor). The maximum flow rating for this suction fitting with 2· )lumbing is 118 GPM (Wall) and 1 SO GPM (F loor). This suction fitting is 40 ,----------------------------~ fosigned for installation on side wall or floor of hot tubs or pools in conjunc-~;:~ ~is~ :ion with at least one other suction fitting per pump. DO NOT adapt suction itting to any pipe size smaller than ASTM 1.s• SCH 40 PVC. Fiel d built sumps 20 ;hould be constructed per ANSI/APSP-16 Figure 2 (see below) found on page ; of the Standard. Contact your local pool and spa professional for all vi£terizing instructions and recommendations. Open area of cover is 14.57 n . -ools Needed: Ph illips Head Screwdriver NSTALLATION INSTRUCTIONS Install sump provided or construct sump per ANSI/APSP-16 Figure 2 (see below} If mounting frame is provided, secure it in concrete or plaster. Use mounting screws to secure cover to frame or sump. Omit\. Omln. A 8 0 GEICElALMOTtS: (# D • lnsktt cl.,,tttr ot plpt. (bl N I dimtltSi00$ ihown .,. mlN"nUlll'I.S. (c) A brob-111 •• L _ J kl«leal~ s"llf:S,ltd sump ~fon. JSTALLATION NOTES: Mount suction outlets on the wall or floor. DO NOT locate suction outlets on Results may vary• this data Is provided for reference only. REPLACEMENT PARTS '"Replace within 7 installed years or immediately upon evidence of degradation or damage. •x• indicates color using digits 0-9, see catalog for color reference 25513-26X 25513-4XX 25513-SXX Sump 2S513 -250-010 Sump 25513-300-010 Sump 25513-010-010 Plug 25513-250-020 Plug 25513-300-020 Plug 25520-050-010 Cover 25539-7XX-011 Cover 25539-7XX-011 Cover 25539-i'.XX-011 Screw 6 1004-083-212 Screw 61004-083-212 O -Ring 26100-580-355 Screw 61 004-083-212 255 13-6XX 25515-SXX 25516-26X Sump 25513-110-010 Sump 25515-010-010 Sump 25516-250-010 Plug 25520-050-010 Plug 25520-040-010 Extension 25516-000-020 Cover 25539-7XX-011 Cover 25539-7XX-011 Pl ug 25513-250-020 O-Ring 26100-580-355 Ring 25532-70X-000 Cover 25539-7)()(-011 Screw 61004-083-212 Gasket 2551 S-000-011 Screw 61004-083-212 Reducer 25520-020-000 Screw 61051-0S2-028 2 5516-4XX 25516-SXX 25517-SXX Sump 25516 -300-010 Sump 25516-000-010 Sump 25518-000-010 Extension 25516-000-020 Extension 2S516-000-020 Cover 25539-7XX-011 Plug 25513 -300-020 Plug 25520-050 -010 Screw 610S0 -048-025 Cover 25539-7XX-011 Cover 25539-7)()(-01 1 Screw 61004 -083-212 O-Ring 26100-580 -355 Screw 61004-083-212 25539-SXX 25539-6XX 25548-SXX Frame Cover !ating areas or on backrests for seating areas. Screw Always use multiple suction outlets. DO NOT use with single drain applications. 25539-000-020 Frame 25539-7XX-011 Cover 61004-083-212 Screw 25539-100-010 Ring 25539-7XX-011 Cover 61054-048-019 Screw 25532-70X-000 25539 -7XX-011 61004-083-212 se w ith single drain applications will void any and all warranties. When using two or more suction fittings on a common suction line, suctions must be separated by a minimum of 3 ft or they must be loca ted on two different anes (i.e. one on floor and one on the wall). To reduce the risk of drowning from hair and body entrapment, i nstall suction fittings with a marked flow rate i n gallons per m inute that exceeds the flow rate of >Ur system by at least 25%. Increasing size of the pump may increase flow rate of suction beyond rated safety limits causing entrapment or death. CMP drain covers are only certified for use with CMP sumps and frames. Do not mismatch with parts from other manufacturers. &D NGER Hair or body parts blocking the spa or pool suctions may become trapped and held against the suction fitting. Keep hair and clothing a minimum of 12 inches from all suction fittings and drains at all times. Entrapment against the suction fittings can result in drowning or other severe injury. Never sit on or lean up against suction fittings. ·713sb CUSTOM MOLDED PRODUCTS I 36 HERRING ROAD, NEWNAN, GA 30265 I WWW.C-M -P.COtv MASTERTEMP ® HIGH PERFORMANCE HEATER Make the move toward greater comfort and efficiency. Learn more from your Pentair dealer or visit pentair.com. POOL SIZING" Heater Size OF Temperature Model Model Model Model Change/ 175 200 250/250HD 300 24 Hrs. Pool Capacity in Gallons 5 85,210 97,383 121,729 146,075 10 42,605 48,691 60,864 73 ,037 15 28,403 32,461 40,576 48 ,692 20 21,303 24.~6 30,433 36,519 25 17,042 19.477 24 ,346 J 9,216 30 14,201 16,230 20,288 24 ,345 35 12,173 13,912 17,390 20,868 40 10,651 12,173 15,216 18,260 *ASME models ava ilable. See you r Penta ir represe nt at ive for details. SPA SIZING" Model Model 400/400HD 175 194,766 2,0 69 97,383 1,034 64 ,922 690 48 ,691 517 38 ,953 414 32 ,461 345 27,824 296 24 .346 259 Spa Volume (Gallons) Model 200 300 400 500 600 700 Heater Size Model Mode l Model Model 200 250/250HD 300 400/400HD Pool Surface Are a in Sq. Ft. at 5.5' Depth 2,364 2,955 3,546 4,727 1,182 1,478 1,773 2,364 788 985 1,182 1,576 591 739 887 1. 182 473 591 710 945 394 493 591 788 338 423 507 675 295 369 443 591 800 900 1,000 Minutes for 30°F Temperature Rise (Heater Input in 1,000 BTU/HR) 175 21 31 40 50 61 200 18 27 35 44 53 250/250HD 16 24 31 39 47 300 14 20 27 33 40 13 18 22 2 *N ote ; The chart is base d on a 30°f (16.6°G ) temperoture rise, discounting losses and only based on heat require d to raise temperature in mi nutes. Two-year limi te d warranty. Se e warranty for details. ♦PENTAIR 71 62 54 47 1620 Hawkins Ave I Sa nford , NC 27330 I United States I 800.831.71 33 I pentair.com 81 91 10 2 71 80 89 62 70 78 53 60 67 35 ~ Th e MasterTemp ffqh Performance Heater has earned tne Eco Select• brand distinction as one of the greenest and most eHicient choices from Pentai r. TRADEGRADE The TradeGrade family of products is exclusively made for and sold by the \'/Orlds most de:nanding pool professionals. All Penta:r trademarks and logos are owned oy Pentair pie, or one of its global affiliates. MasterTemp• and Eco Select" are registered trademarr<s of Pentair Water Pool and Spa Inc. and/or its affiliated compc:nics in the United Sta:cs and/or other countries. Because we are continuously improving our products and services. Pentair reserves the right to change specifications without prior notice. Pentair is an equal opportunity employer. Pl-00410/19 ©2019 Pentair Water Pool and Spa. Inc. All r,ghts reserved. @• ® oolguard® IMPORTANT OPERATING INSTRUCTIONS MANUAL HELPFUL HINTS & TIPS "MEETS REQUIREMENTS OF ASTM SAFETY SPECIFICATION F 2208" CE@;) MODEL PGRM -2 85dB Horn at 10 Feet This product has been designed to aid in the detection of unwanted intrusions into unsupervised pools. POOLGUARD IS A SAFETY ALARM SYSTEM AND NOT A LIFE SAVING DEVICE. ''This device is not intended to replace any other safety consideration -i.e., adult supervision , lifeguards , fences, gates, pool covers , locks , etc., and some devices may not detect gradual entry." DESIGN SPECIFICATIONS G E N E R A L N O T E S a C O N S T R U C T I O N S P E C I F I C A T I O N S DESIGN CODE: COMPONENTS & CLA D D I N G R O O F S H E A T H I N G S P E C I F I C A T I O N S : 2020 FLORIDA BUILDING CODE -RESIDENTIAL ALLOWABLE DESIGN PR E S S U R E S S H I N G L E - M I N . ~ " . 3 2 / 1 6 , A P A R A T E D O S B O R P L Y W O O D S H E A T H I N G , N A I L E D w / 0 . 1 3 1 x 2 ! R I N G S H A N K N A I L S @ 6 " O . C . E D G E & 6 " O . C . F I E L D ( A T G A B L E E N D S D E C R E A S E E D G E N A I L S P A C I N G T O 4 " O . C . W I T H I N TRIBUTARY INTERIOR E D G E S T R I P ( P S F ) : 4 ' - 0 " O F R O O F E D G E ) . DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, AREA (sf) ZONE (PSF) UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. • • = 4 ' - 6 " a W A L L S H E A T H I N G S P E C I F I C A T I O N S : DESIGN LOADS: ACTUAL AND UNIFORM 10 +25.6 -27.7 + 2 5 . 6 - 3 4 . 2 F L E X I B L E F I N I S H - M I N . 7 / 1 6 " , 2 4 / 1 6 , A P A R A T E D O S B O R P L Y W O O D S H E A T H I N G , F A S T E N E D w / 8 d @ 6 " O . C . E D G E A N D 6 " O . C . F I E L D . S H E A T H I N G M A Y B E I N S T A L L E D H O R I Z O N T A L L Y O R V E R T I C A L L Y . F L E X I B L E F I N I S H W A L L S I N C L U D E : W O O D , C E M E N T , O R V I N Y L S I D I N G , H A R D I P A N E L & B R I C K . A L L O T H E R W A L L S H A L L B E C O N S I D E R E D B R I T T L E F I N I S H . ROOF 50 +22.9 -25.0 + 2 2 . 9 - 2 8 . 8 ROOF LOADING (cd=1.25) S T U C C O F I N I S H , - M I N . 7 / 1 6 " , 2 4 / 1 6 , A P A R A T E D O S B O R P L Y W O O D S H E A T H I N G , F A S T E N E D w / 8 d @ 6 " O . C . E D G E A N D 6 " O . C . F I E L D . I N S T A L L S H E A T H I N G W I T H T H E L O N G D I M E N S I O N P E R P E N D I C U L A R T O T H E W A L L TOP CHORD LIVE LOAD 20 psf 100 +21.8 -23.9 + 2 1 . 8 - 2 6 . 6 S T U D S TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) BOTTOM CHORD LIVE LOAD 1 0 psf C L A Y M A S O N R Y ( B R I C K ) : BOTTOM CHORD DEAD LOAD 5 psf • THE VALUES ABOVE ARE ALLOWABLE WIND P R E S S U R E V A L U E S ( A S D ) . T H E B R I C K S H A L L B E I N A C C O R D A N C E W I T H A S T M C 6 2 , C 2 1 6 , O R C 6 5 2 F O R B U I L D I N G B R I C K , F A C I N G B R I C K , & H O L L O W B R I C K , R E S P E C T F U L L Y . ABOVE WIND PRESSURES HAVE BEEN REDUC E B Y 0 . 6 0 A S P E R M I T T E D B Y THE ALLOWABLE STRESS DESIGN METHODOLO G Y . N O F U R T H E R R E D U C T I O N C O N C R E T E S P E C I F I C A T I O N S : DEFLECTION CRITERIA: SHALL BE PERMITTED A L L C O N C R E T E H A S B E E N D E S I G N E D I N A C C O R D A N C E W I T H A C I 3 1 8 - 0 8 , A N D S H A L L B E C O N S T R U C T E D I N A C C O R D A N C E W I T H A C I 3 0 1 . A L L C O N C R E T E S H A L L H A V E A M I N I M U M C O M P R E S S I V E S T R E N G T H O F 2 5 0 0 P S I ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 A T 2 8 D A Y S C O N C R E T E A T G A R A G E A N D P O R C H S L A B S S H A L L H A V E A C O M P R E S S I V E S T R E N G T H O F 3 0 0 0 P S I . FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 • COMPONENT & CLADDING WALL ELEMENTS S H A L L B E D E S I G N E D F O R B O T H POSITIVE AND NEGATIVE PRESSURES SHOWN I N T A B L E A B O V E . G E N E R A L N O T E S : WIND LOADING: ASCE 7 /16 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A • LINEAR INTERPOLATION IS PERMISSIBLE . F O O T I N G A N D F O U N D A T I O N S : MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF F O O T I N G S A N D F O U N D A T I O N S S H A L L B E I N A C C O R D A N C E W I T H L O C A L B U I L D I N G C O D E S . F O O T I N G H A V E B E E N D E S I G N E D W I T H A S O I L B E A R I N G ( D E S I G N M A X I M U M ) O F 2 0 0 0 P S F . A S O I L S I N V E S T I G A T I O N R E P O R T I S BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS • PLUS = PRESSURE AND MINUS = SUCTION. OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR R E C O M M E N D E D T O V E R I F Y S U I T A B L E S U B S U R F A C E C O N D I T I O N S . I F T H E F O O T I N G E L E V A T I O N S S H O W N O C C U R I N A D I S T U R B E D O R U N S T A B L E S O I L , T H E E N G I N E E R S H A L L B E N O T I F I E D . S O I L S H A L L B E F R E E O F LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED • DESIGN OF WINDOWS/DOORS FASTENING TO T H E W A L L F R A M I N G I S T H E O R G A N I C M A T E R I A L A N D C O H E S I V E ( C L A Y ) S O I L S . S O I L C O M P A C T I O N A N D F I L L S H A L L B E C O M P A C T E D T O A M I N . O F 9 5 % M O D I F I E D P R O C T O R I N A C C O R D A N C E W I T H A S T M D 1 5 5 7 . BY 0.75 WHEN COMBINED w/ DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MAN U F . / S U P P L I E R & S H A L L M E E T F O U N D A T I O N P L A N O N L Y C O N V E Y S S T R U C T U R A L I N F O R M A T I O N . F O R G E N E R A L F E A T U R E S , C O N D U I T S , E L E C T R I C A L E M B E D S , S T E P H E I G H T S , E T C . , S E E A R C H I T E C T U R A L P L A N S . D O N O T S C A L E F O O T I N G D I M E N S I O N S A N D BASIC WIND SPEED (ASCE 7-10) --------------130 MPH THE ABOVE NOTED POSITIVE AND NEGATIVE P R E S S U R E S . L O C A T I O N F R O M T H E F O U N D A T I O N P L A N S H O W N O N S 1 . 0 . D O N O T D E T E R M I N E F O O T I N G L O C A T I O N B A S E D O N E I T H E R T H E A R C H I T E C T U R A L P L A N O R F R A M I N G P L A N , B U T B Y D I M E N S I O N S P R O V I D E D O N F O U N D A T I O N IMPORTANCE FACTOR - - - - - - - - - - - - - - --------1.00 P L A N . I F F O O T I N G S I Z E O R L O C A T I O N I S N O T D E T E R M I N E D O N P L A N T H E N C O N T A C T E N G I N E E R O F R E C O R D ( E O R ) MEAN ROOF HEIGHT -----------------------15.0 ~ ~a ~ DENOTES EDGE STRIP. ~A~ U N L E S S O T H E R W I S E N O T E D O N D R A W I N G S , M I N I M U M C O N C R E T E C O V E R F O R R E I N F O R C I N G S H A L L B E 3 " I N F O O T I N G S A N D M E S H S H A L L B E C E N T E R E D I N S L A B O N G R A D E . I N A L L C O N T I N U O U S F O O T I N G S P R O V I D E # 3 SEE C & C CHART ROOF PITCH ----------------------------8~2 ABOVE FOR 'a' DIMENSION @ 4 8 " O . C . O R R O D C H A I R S . P R O V I D E C O N T I N U I T Y O F R E I N F O R C I N G A T I N T E R S E C T I O N S O F P E R P E N D I C U L A R C O N C R E T E E L E M E N T S B Y I N S T A L L I N G C O R N E R B A R S , M I N I M U M O F 4 0 B A R D I A M E T E R S I N T O E A C H BUILDING CATEGORY -----------------------II E L E M E N T . S P L I C E S I N R E I N F O R C I N G , W H E R E P E R M I T T E D , S H A L L B E 4 8 B A R D I A M E T E R S EXPOSURE CATEGORY ----------------------C C Q N C B E I E S L A B S Q N G B A Q E ; ENCLOSURE CLASSIFICATION -----------------ENCLOSED S H A L L B E I N S T A L L E D O V E R M I N I M U M 6 M I L P O L Y E T H Y L E N E V A P O R R E T A R D E R W I T H J O I N T S L A P P E D 6 " A N D S E A L E D O V E R C L E A N , C O M P A C T E D E A R T H O R F I L L W I T H A P P R O V E D C H E M I C A L S O I L T R E A T M E N T F O R INTERNAL PRESSURE COEFFICIENT --------------± .18 - P R E V E N T I O N O F S U B T E R R A N E A N T E R M I T E S . S A W C U T S : F O R C O N T R O L L E D C R A C K I N G C U T A 1 " S A W C U T I N T O S L A B I N A 1 2 ' x 1 2 ' G R I D W I T H I N 1 2 H O U R S O F C O N C R E T E P L A C E M E N T , P R O V I D E S A W C U T S T H R O U G H O U T S L A B C A L L E O R F O R A L T E R N A T I V E MATERIAL SPECIFICATIONS - M E T H O D S . W Q Q Q F B A M I N G S P E C I F I C A J I Q N S ; HARDWARE AND ANCHORS: A L L W O O D F R A M I N G H A S B E E N D E S I G N E D I N A C C O R D A N C E W I T H N A T I O N A L D E S I G N S P E C I F I C A T I O N S ( N D S ) F O R W O O D C O N S T R U C T I O N , L A T E S T E D I T I O N . A L L W O O D M E M B E R S E X P O S E D T O W E A T H E R O R I N C O N T A C T ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH W I T H M A S O N R Y , C O N C R E T E O R S O I L S H A L L B E P R E S S U R E - T R E A T E D . I F , A C Q O R N O N - D O T B O R A T E P R E S E R V A T I V E T R E A T M E N T I S U S E D , A L L A T T A C H E D F A S T E N E R S S H A L L B E H O T D I P P E D G A L V A N I Z E D . I F A C Z A ASTM A 307 OR ASTM F 1554 GRADE 36. [NOT ACTUAL PLAN] P R E S E R V A T I V E I S U S E D , A L L A T T A C H E D F A S T E N E R S S H A L L B E S T A I N L E S S S T E E L . WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). R O O F C O V E R I N G S P E C I F I C A T I O N S : NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. T H E C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R T H E D E S I G N A N D I N S T A L L A T I O N O F T H E R O O F C O V E R I N G S Y S T E M . A S P H A L T S H I N G L E S S H A L L C O M P L Y W I T H A S T M D 3 1 6 1 A N D B E I N S T A L L E D A C C O R D I N G T O T H E METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO M A N U F A C T U R E R ' S R E Q U I R E M E N T S . C L A Y A N D T I L E R O O F S S H A L L B E I N S T A L L E D P E R T H E " C O N C R E T E A N D C L A Y R O O F T I L E I N S T A L L A T I O N M A N U A L . " A N D T H E M A N U F A C T U R E R ' S R E Q U I R E M E N T S . S T A N D I N G S E A M EXTERIOR SHALL BE GALVANIZED. SCOPE OF SER V I C E M E T A L R O O F S S H A L L C O M P L Y W I T H A S T M E 1 5 1 4 A N D B E I N S T A L L E D A C C O R D I N G T O T H E M A N U F A C T U R E R ' S R E Q U I R E M E N T S . T H E C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R T H E D E S I G N A N D I N S T A L L A T I O N O F A L L RETIROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR M E T A L F L A S H I N G A N D V A L L E Y M A T E R I A L S . DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SH ALL BE ¼" LARGER THAN REBAR SIX AND 1/8" LARGER THAN THREADED ROD SIZE. MEANS ANQ MEJl::!QQS: W A T E R P R O O F I N G : (U.O.N.) THE STRUCTURAL ENGINEER SHALL NOT HAVE C O N T R O L O R B E R E S P O N S I B L E T H E C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R T H E D E S I G N / I N S T A L L A T I O N O F A L L W A T E R P R O O F I N G . ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS FOR CONSTRUCTION MEANS, METHODS, TECHNIQ U E S , P R O C E D U R E S , O R (DUAL CARTRIDGE INSTALLATION ONLY): SEQUENCES; FOR THE ACTS OR OMISSIONS OF T H E C O N T R A C T O R O R A N Y EPOXY: ITW RED HEAD A7 OTHER PERSONS PERFORMING THE WORK OR F O R T H E F A I L U R E F O R A N Y O F REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THEM TO CONSTRUCT THE WORK IN ACCORDAN C E W I T H T H E C O N T R A C T STIRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. DOCUMENTS. WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. LIMITS QF SJBUCJUBAL ENGINEEBING DESIGN B E S P Q N S I E l l L I T I E S : LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER THE ITEMS SPECIFICALLY DESIGNED BY THE STR U C T U R A L E N G I N E E R A R E SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES -ELASTIC LIMITED TO THE FOLLOWING: CONTINUOUS LOAD P A T H F O R W I N D U P L I F T , MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi WOOD PANEL SHEARWALLS, WALL FRAMING AND R E Q U I R E D S H E A T H I N G A N D HEADERS DIRECTLY SUPPORTING ROOF FRAMING. I T E M S N O T D E S I G N E D PRE-ENGINEERED WOOD FLOOR AND ROOF TRU S S E S , F L O O R F R A M I N G N O T SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS C O N N E C T I O N , A N D A N Y ARCHITECTURAL, MECHANICAL OR ELECTRICAL S Y S T E M . SIMPSON CONNECTORS WOOD FAS T E N I N G S C H E D U L E P L A N L E G E N D A N D A B B R E V I A T I O N S B R I C K N O T E S / L I N T E L S C H □ UPLIFT C O N N E C T I O N MEMBERS T Y P E F A S T E N E R V Z Z Z 7 A I N T E R I O R L O A D B E A R I N G W A L L ~ B U i l T - U P P O S T I N T H E W A L L L I N T E L D I M E N S I O N M I N . B R G . M A X . S P A N CONNECTOR FASTENERS FL# CODE SYP SPF TOP PLATE TO TOP PLATE F A C E N A I L 2 - G U N N A I L S @ 1 2 " S T A G . A35 450 450 12-8dx1 ½" 10446.4 > < G A B L E X - B R A C E L 3 ½ x 3 1 / 2 x ¼ 4 " 6 ' - 0 " TOP PLATE, LAPS/INTERSECTI O N F A C E N A I L ( 2 - 1 6 d ) 3 - G U N N A I L S ( 2 ) 2 X 8 - 1 / 2 H E A D E R S I Z E , J A C K A N D L 4 x 3 ½ " x 1 / 4 6 " 8 ' - Q " H2.5T 600 520 5-8d EA. END 11478.3 D E S I G N A T E S S H E A R W A L L . T H E K I N G S T U D Q U A N T I T Y . 5-1 Odx1 ½" EA. DBL. TOP PLATE TO STUD F A C E N A I L ( 2 - 1 6 d ) 3 - G U N N A I L S H I D D E N L I N E D E S I G N A T E S S I D E O F L 5 x 3 ½ " x ' / • 6 " 1 0 ' - 0 " H8 620 530 END 11470.3 RIM JOIST TO TOP PLATE T O E N A I L ( 8 d @ 6 " ) G U N N A I L @ 6 " W A L L T H E S H E A R W A L L S H E A T H I N G MTS12 1000 860 7-10dx1½" EA. END 10456.3 J S W 3 " / 6 " J T O B E A P P L I E D . B d @ 3 / 6 L 6 x 3 ½ " x 1 / 4 6 " 1 2 ' - 0 " 24-1 Odx1 ½" EA. CEILING JOIST TO TOP PLATE T O E N A I L ( 3 - 8 d ) 5 - G U N N A I L S D E S I G N A T E S B d C O M M O N S @ 3 " L 7 x 3 ½ " x ' / • HTS20 1450 1245 END 13872.3 O . C . E D G E & 6 " O . C . " I N T H E 6 " 1 6 ' - o " MSTA24 1765 1270 9-10d EA. END 13872.4 CEILING JOIST, OVER PARTITIO N S F A C E N A I L ( 3 - 1 6 d ) 4 - G U N N A I L S F I E L D " 1 . S T E E L L I N T E L S T O B E M I N I M A L 3 6 " CEILING JOIST TO ROOF RAFT E R F A C E N A I L ( 6 - 1 6 d ) 8 - G U N N A I L S L I N T E L M U S T H A V E C O R R O S I O N ' B R I C K MSTA36 2050 1870 1 3-1 Od EA. END 13872.8 A D J - A D J A C E N T L G - L o n g R E S I S T A N T C O A T I N G O F E P O X Y B A S E D ' I V E N E E R 18-16d TO TRUSS/BEAM JOIST/TRUSS TO PLATE T O E N A I L ( 2 - 1 6 d ) 3 - G U N N A I L S B M - B E A M M A N U F - M a n u f a c t u r e P A I N T . I HTT4 3480 3080 11496.2 ( 3 - 8 d ) 3 - G U N N A I L S B O T - B O T T O M M O N O - M o n o l i t h i c . . W E A T H E R 1-5/8 "¢ ROD TO FTG. RAFTER TO PLATE T O E N A I L B R G - B E A R I N G O C - O n C e n t e r I B A R R I E R ( 3 - 1 O d ) 4 - G U N N A I L S C M U - C O N C R E T E M A S O N R Y U N I T O S B - O r i e n t e d S t r a n d B o a r d 2 . L I N T E L M O R E T H A N 8 ' - 0 " . S H O U L D I I = = = = = = = 32-16d TO TRUSS/BEAM JACK RAFTER TO HIP T O E N A I L B E L A T E R A L L Y S U P P O R T E D N O T T O - - I HTT5 5250 4670 11496.2 D B L - D O U B L E P E R P - P e r p e n d i c u l a r E X C E E D 6 F T . O . C . w / 2 - ¼ x 3 " W D . I I = = = = = = = 1-5/a "¢ ROD TO FTG. ROOF RAFTER TO 2x_ RIDGE B M . T O E N A I L ( 2 - 1 6 d ) 3 - G U N N A I L S D I A - D I A M E T E R P R E E N G - P r e E n g i n e e r e d I 6-10d TO HEADER E A - E A C H P S F - P o u n d s p e r S q u a r e F o o t S C R E W S I N T O H E A D E R P R O V I D E A ½ " L I N T E L CONT. HEADER, TWO PIECES F A C E N A I L 1 6 d @ 1 6 " O . C . @ E D G E LUS28 930 780 10655.113 E E - E A C H E N D P S I - P o u n d s p e r S q u a r e I n c h V E R T I C A L S L O T T E D H O L E F O R S C R E W . A T T A C H M E N T 4-1 Od TO JOIST I S E E N O T E 2 CONT. HEADER TO STUD T O E N A I L ( 3 - 1 6 d ) 4 - G U N N A I L S E O R - E N G I N E E R O F R E C O R D P T - P R E S S U R E T R E A T E D I 14-16d TO HEADER ( 3 - 1 6 d ) 4 - G U N N A I L S E Q - E Q U A L Q T - Q u i c k T i e 3 . B R I C K V E N E E R A T T A C H M E N T : ~ o 1 1 STUD TO SOLE PLATE T O E N A I L HU410 905 785 10531.36 E X T - E X T E R I O R R E I N F - R e i n f o r c e H O R I Z O N T A L T I E S @ 2 4 " O . C . , V E R T . 6-16d TO JOIST SOLE PLATE TO JOIST/BLOCKI N G F A C E N A I L ( 1 6 d @ 1 6 " ) G U N N A I L @ 8 " F B C - F L O R I D A B U I L D I N G C O D E S F - S q u a r e F o o t T I E S @ 1 2 " O . C . . ( F O R 1 1 0 m p h H E A D E R , _ F L A S H I N G ABU44 2200 5/8"¢ ROD w/ 12-16d 10849.6 F D N - F O U N D A T I O N S P F - S p r u c e P i n e F u r W I N D - Z O N E V E R T . T I E S @ 1 6 " o . c . ) . S E E P L A N B R I C K L I N T E L , F T - F O O T S Y P - S o u t h e r n Y e l l o w P i n e A T A L L O P E N I N G S S P A C E T I E S W I T H I N - S E E S C H E D U L E ABU66 2300 5/8"¢ ROD w/ 12-16d 10849.6 NAIL S P E C I F I C A T I O N S F T G - F O O T I N G T H R U - T h r o u g h 1 2 " O F O P E N I N G S . P R O V I D E 3 / , 6 " ¢ W E E P SET N/A N/A SIMPSON EPOXY-TIE 11506.4 3"x0.131"¢ = GUN NA I L S 2 " x 0 . 1 1 3 " ¢ = R I N K S H A N K H D R - H E A D E R T Y P - T y p i c a l H O L E S @ 3 3 " O . C . I M M E D I A T E L Y A B O V E S E C T I O N V I E W 2"x0.113"¢ = 6d 2 ½ " x 0 . 1 3 1 " ¢ = 8 d H O R I Z - H O R I Z O N T A L U O N - U n l e s s O t h e r w i s e N o t e d F L A S H I N G . 10-16d TO STUD/BEAM/POST L B S - P O U N D S V E R T - V e r t i c a l O F B R I C K L I N T E L 1675 1675 3"x0.148"¢ = 10d 3 ½ " x 0 . 1 6 2 " ¢ = 1 6 d LTT20B 11496.3 W W F - W e l d e d W i r e F a b r i c 1-½"¢ ROD TO FTG. 1 ½ "x0.148"¢ = 1 Odx1 ½ " 1 ½ " x 0 . 1 3 1 " ¢ = 8 d x 1 ½ " LSTA12 805 695 10-10d 13872.5 CS16 1705 1705 13-8d 10852.1 0 4 . 0 6 . 2 1 C h r i s t o p h e r J S a b o u r i n P E F L P E # 7 1 4 6 1 P L A N N A M E C O S G R O V R E S I D E N C E S S E N o . 2 1 - 0 1 4 0 I S S U E D A T E P E R M I T 0 4 . 0 6 . 2 1 R E V I S I O N S D A T E F I E L D A L T E R A T I O N C O N T R A C T O R S H A U L C O N T A C T C H R I S T O P H E R S A B O U R I N P E P R I O R T O M A K I N G A N Y S T R U C T U R A L F I E L D M O D I F I C A T I O N S W H D - l M A Y V A R Y F R a \ 1 1 T H E I N T E N T O F T H E O R I G I N A L C O N S T R U C T I O N D O C L . M E N T S . A N Y R E L □ A L T E R A T I O N S M A D E P R I O R T O B E I N G A P P R O V E D B Y C H R I S T O P H E R S A B C U R J N M A Y R E S U L T I N A I X l l T I O N A L E N G I N E E R I N G O R I N S P E C T I O N F E E S . S C A L I N G 0 0 N O T S C A L E D I M E N S I O N S F R O M T I - E S E D R A W I N : 3 5 . I F A D I M E N S I O N I S U N C L E A R R E F E R T O T H E A R C H I T E C T U R A L D R A W I N G S O R C O N T A C T T H E E . O . R D E S I G N C R I T E R I A A N D G E N E R A L N O T E S S H E E T 5 0 . 0 S H E E T 1 O F 5 9'-0" 13'-2" 4" CONCRETE SLAB w/ OF CONCRETE OR 6x6 W1 .4xW1 .4 WWF ON 6MIL VAPOR BARRIER IN PREPARED GRADE. ' 0 9'-0" I I I " I I 61 1 5 ' - 0 " S A W C U T . < 1 1 5 ' - o " 6x6 W/5/8" F2.0 -~XISTING ]--F2.0 STEM WALL EPOXIED w /6" E FOUNDATION PLAN SCALE: 1/2" = 1'-0" 1. THIS FOUNDATION PLAN ONLY CONVEYS S1RUCTIURAL INFO. RELATED T O T H E FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CON QUITS, ELEC1RI C A L E M B E D S , STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTIURAL PLAN SHOWN H E R E I N F O R REFERENCE ONLY. 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95 % M O D I F I E D PROCTOR IN ACCORDANCE WITH ASTM D 1557. STRAP EACH END OF BEAM w/2-MSTA24 STRAPS (TYP) ( 3 ) 2 x 1 2 HUC210-3 HANGER '-------'1111 II N ~ X N ~ n ~ II HUC210-3 II HANGER = = STRAP EACH END OF BEAM ____________________ __, 2x6 SYP#2 POST 6x6 W/5/8" w/1-MSTA24 STRAPS (TYP) (3)2x12 == == == EPOXIED w /6" E (3)2x12 == == EXISTING COLUMNS TO BE REMOVED STRAP EACH END OF BEAM w/2-MSTA24 STRAPS (TYP) (3)2x12 == == 2x 6 S Y P # 2 PO S T FRAMING PLAN SCALE: 1 /2" = r-o· < 1 . = = N 2 ' - 8 " < 1 8 " B R I C K E D G E 6 x 6 P . T . Y P # 2 P O S T E M B E D D E D I N C O N C R E T E P I E R S E E D E T A I L 7 / 2 . 0 E M B E D D E D I N C O N C R E T E P I E R S E D E T A I L 7 / S 2 . 0 ~ 6 x 6 P . T . S Y P # 2 P O S T E M B E D D E D I N C O N C R E T E P I E R S E D E T A I L 7 / S 2 . 0 E X I S T I N G R O O F R I D G E T O H I P L S E A C i S I D E ( H I P T O B E A M C O N N E C T I O N : C U S T O M B U i l T S T E E L L - B R A C K E T S E E D E T A I L 4 S 2 . 0 4 P L A C E S 2 . 3 . T Y P E F 2 . 0 F 2 . 5 F 3 . 0 F 3 . 5 F 4 . 0 F 4 . 5 S W : 3 / 6 ( 2 ) 2 , 8 - 1 / 2 S Y M B O L S L E G E N D D E S I G N A T E S S H E A R W A L L . T H E H I D D E N L I N E D E S I G N A T E S S I D E O F W A L L T H E S H E A R W A L L S H E A T H I N G T O B E A P P L I E D . B d C i D E S I G N A T E S B d C O M M O N S @ 3 " O . C . E D G E & 6 " O . C . " I N T H E F I E L D " D E S I G N A T E S T H E H E A D E R S I Z E , N U M B E R O F P L Y ' S & J A C K / K I N G S T U D S N E E D E D F O R S U P P O R T H E A D E R . B E A M O R T R U S S , S E E P L A N A N C H O R L E G E N D F O O T I N G S C H E D U L E A N D N O T E S L E N G T H W I D T H D E P T H B O T T O M B A R S 2 ' - 0 " 2 ' - 0 " 1 ' - 0 " 3 - # 5 E A . W A Y B O T . 2 ' - 6 " 2 ' - 6 . . 1 ' - 0 " 3 - # 5 E A . W A Y B O T . 3 ' - 0 " 3 ' - 0 " 1 ' - 0 " ' 3 - # 5 E A . W A Y B O T . 3 ' - 6 " 3 ' - 6 " 1 ' - 0 " 4 - # 5 E A . W A Y B O T . 4 ' - 0 " 4 ' - 0 " 1 ' - 0 " 4 - # 5 E A . W A Y B O T . 4 ' - 6 " 4 ' - 6 " 1 ' - 0 " 4 - # 5 E A . W A Y B O T . 1 . T H I S F O U N D A T I O N P L A N O N L Y C O N V E Y S S 1 R U C T I U R A L I N F O . R E L A T E D T O T H E F O U N D A T I O N . F O R G E N E R A L F E A T U R E S , D I M E N S I O N S , C O N D U I T S , E L E C T R I C A L E M B E D S , S T E P H E I G H T S , E C T . , S E E A R C H . P L A N . A R C H I T E C T I U R A L P L A N S H O W N H E R E I N F O R R E F E R E N C E O N L Y . 2 . F T G S . & F N D . S H A L L B E I N A C C O R D A N C E w / L O C A L B U I L D I N G C O D E S . 3 . S O I L C O M P A C T I O N A N D F I L L S H A L L B E C O M P A C T E D T O A M I N . O F 9 5 % M O D I F I E D P R O C T O R I N A C C O R D A N C E 1 ' 1 1 T H A S T M D 1 5 5 7 . 0 4 . 0 6 . 2 1 ~ - - - - - - - - - - - - - - - - - - - - - - - - ' C h r i s t o p h e r J S a b o u r i n P E S Y M B O L S L E G E N D - - - - - D E S I G N A T E S F O O T I N G L I N E ( 2 ) 2 x 1 0 R I D G E - 1 1 - ~ ( ) ' . \ , + & , D E S I G N A T E S S A W C U T L I N E I N T E R I O R L O A D B E A R I N G W A L L D E S I G N A T E S S L A P R E C E S S B E A M O R T R U S S , S E E P L A N # 2 x 6 L E D G E R F S T E N T O C M U W / ~ x 6 " T I T E N H D 2 x 6 R A F T E R S @ 2 4 " O . C . ( T Y P ) O F R A F T E R N O T E S : S T R A P P I N N O T E S R A F T E S S H A L L B E S Y P # 2 . S T R A P R O O F T R U S S E S A N D R O O F R A F T E S T O W O O D F R A M E B E A R I N G W I T H 2 - 1 2 d T O E N A I L S & 1 - S I M P S O N H 2 . 5 S T R A P S U N L E S S O T H E R W I S E N O T E D . F A S T E N R A F T E R S T O R I D G E / H I P S w / 6 - 0 . 3 x 3 " T O E N A I L S U N L E S S O T H E R W I S E N O T E D . F L P E # 7 1 4 6 1 P L A N N A M E C O S G R O V R E S I D E N C E S S E N o . 2 1 - 0 1 4 0 I S S U E D A T E P E R M I T 0 4 . 0 6 . 2 1 R E V I S I O N S D A T E C ! f - 0 < ( ( " ( ' ) L L ( " ( ' ) l 9 Q C ! N z f - 0 N c 2 < ( U J ( " ( ' ) Q . _ J U J O O L L U J C ! z U J U J ~ - e ! > I l 9 U J u z > ~ < ( U J O U J _ j U C ! C C l ~ □ ~ ~ : : : , W [ ' z f - I N : ' . 5 U U 0 0 : : : , < C - f - C ! f - < ( f - U J l / ) 0 R O O F F R A M I N G P L A N S C A L E : 1 / 2 " = 1 ' - 0 " M A S O N R Y N O T E S : 1 . M A S O N R Y W A L L S S H A L L B E R E I N F O R C E W I T H 1 - # 5 V E R T I C A L @ 4 8 " O . C . , A T C O R N E R S , J A M B S , A N D W A L L I N T E R S E C T I O N S . S E E S 2 . 2 F O R A D D I T I O N A L R E I N F O R C E M E N T A T J A M B S O V E R 4 ' - 4 " 2 . P R O V I D E H O R I Z O N T A L J O I N T R E I N F O R C I N G A T 1 6 " O . C . 3 . G R O U T A L L C E L L S C O N T A I N I N G V E R T I C A L R E I N F O R C E M E N T A N D A L L C E L L S B E L O W G R A D E . S E E S O . O F O R G R O U T I N G N O T E S . 4 . W A L L C O U R S I N G S H A L L B E R U N N I N G B O N D S , S T A C K B O N D S H A L L N O T B E U S E D 5 . A T W A L L C O R N E R S A N D I N T E R S E C T I O N S , W A L L C O U R S I N G S H A L L I N T E R L O C K , E V E R Y O T H E R C O A R S E . 6 . S E E S O . O F O R M A S O N R Y B L O C K A N D G R O U T I N G S P E C I F I C A T I O N S 7 . L I N T E L S O V E R W I N D O W O P E N I N G S S H A L L H A V E 2 " R E C E S S ( C A S T C R E T E R E C E S S E D L I N T E L ) F I E L D A L T E R A T I D N C O N T R A C T O R S H A L I _ C O N T A C T C H R I S T O P H E R S A B O U R I N P E P R I O R T O M A K I N G A N Y S T R U C T U R A L F I E L D M O D I F I C A T I O N S W H D - l M A Y V A R Y F R a \ 1 1 T H E I N T E N T O F T H E O R I G I N A L C O N S T R U C T I O N D O C L . M E N T S . A N Y R E L D A L T E R A T I O N S M A D E P R I O R T O B E I N G A P P R O V E D B Y C H R I S T O P H E R S A B C U R J N M A Y R E S U L T I N A I X l l T I O N A L E N G I N E E R I N G O R I N S P E C T I O N F E E S . S C A L I N G 0 0 N O T S C A L E D I M E N S I O N S F R O M T I - E S E D R A W I N 3 S . I F A D I M E N S I O N I S U N C L E A R R E F E R T O T H E A R C H I T E C T U R A L D R A W I N G S O R C O N T A C T T H E E . O . R F O U N D A T I O N & F R A M I N G P L A N S H E E T S 1 . 0 S H E E T 2 O F 5 RIDGE BEAM SEE PLAN ROOF SHEATHING, 2x6 SYP#2 ROOF RAFTERS @ 24" o.c. RAFTER TO BEARING w/ 2-12d TOENAIL & H2.5T BEAM PER PLAN @ ~-~~EMA TIC SECTION BOUNDARY OF SHEATHING=--------. RATED SHEATHING, SEE GENERAL NOTES EXAMPLE OF PANEL EDGE w/ BLOCKING WHERE REQUIRED BY GENERAL NOTES NAIL SPACING AT SUPPORTED EDGES, GENERAL NOTES __ 4-----,1 EXAMPLE OF UNSUPPORTED (UNBLOCKED) PANEL EDGE 0 (TYPICAL)------+.-----;._____,,....:::::t:::::_--'------,;,.-----''----Ji NAILING TO INTERMEDIATE SUPPORT IS 6"o.c MAX. (UON) 3 SHEA THING NAILING DETAIL SCALE: 3/4" = 1'-0" S2.0 . BRICK VEN EER\ ' e-aaaa e-aaaa --,..... . . t 8"x1 O" EXTEN FOR BRICK L ADD 1-#4 C SION _/ EDGE ONT. e-aaaa ----. ;. • -. / 8" t:. • 4 . .. •• •-• . 1 2" • t • .o· I -.. : • 4" . ~ . " ... w/(2)#4 CONT. @ MONOLITHIC BRICK LEDGE .0 <, i----+-+--STUDS, ROOF TRUSSES, OR FLOOR JOISTS 2 P L Y 2 x 2 R O W S 1 0 d O @ 1 2 " O . C . E A . S I D E . 2 - R O W S 1 0 d @ 8 " o . c . ' ~ N 0 - - 1 - - 1 - - - 1 ¼ " @ 2 x 6 1 ½ " @ 2 x 8 0 ' c o 0 0 - - - 1 ½ " l . - - + - - - - - - - + - I t ' 0 . . ' l O ~ ~ o N 0 0 2 - R O W S 1 0 d 3 - R O W S 1 0 d @ 1 2 " o . c . 2 - P L Y L V L B E A M F A S T E N I N G S T A G G E R E D @ 6 " O . C . S T A G G E R E D R A F T E R T O B E A R I N G w / 2 - 1 2 d T O E N A I L & H 2 . 5 T 3 R O W S 1 0 d @ 1 2 " o . c . E A . S I D E . 3 P L Y 2 x M U L T I P L Y N O M I N A L L U M B E R 2 x 6 o r 2 x 8 N A I L I N G P A T T E R N 2 x 2 x 2 x 4 N A I L I N G P A T T E R N A D D 3 r d 2 x S E C T I O N V I E W 2 B U i l T - U P M E M B E R F A S T E N I N G B U i l T - U P B U C K E T W E L D T O L - B R A C K E T w / ¼ " F I L L E T W E L D S A T A L L I N E T E R S E C T I N G S U R F A C E S . A T T A C H T O W O O D B E A M w / 6 - 1 / 2 " ¢ x 6 " L A G S C R E W S A T T A C H T O H I P w / 4 - 3 / 4 " ¢ T H R U B O L T S . H I P , S E E P L A N S C A L E : 3 / 4 " = 1 ' - 0 " S 2 . 0 ¼ " l e S T E E L L - B R A C K E T P L A T E I N E A . C O R N E R O F C O N V E N T I O N A L L Y F R A M E D R O O F . ( T Y P ) : 1 - - ' k - - - - - - + + B E A M , S E E _ _ _ . . , . , _ _ _ 1 p L A N . . . . . . - ' - - J l l ' L - L 1 ' - 4 " A - A P L A N V I E W / 4 \ H I P C O N N E C T I O N T O B E A M D E T A I L \ .. s2 . o , , ' S C A L E : 3 / 4 " = 1 ' - 0 " P O S T P E R P L A N . . S L A B O N G R A D E W R A P P O R T I O N O F P O S T E M B E D D E D B E L O W G R A D E W / S E L F - A D H E S I V E R U B B E R I Z E D A S P H A L T I C W A T E R P R O O F I N G M E M B R A N E 4 -1 , ' = = I - : : : - 1 I I ~ I - I I ~ . . , . . + , - ~ - - , ~ _ ~ . l - - - 1 I I I - - = 1 1 - 1 _ : . . . , . - • - : ' . . , - " " ' v - ; - - ; - 7 1 . _ , , . ~ · • · I i , . • - . . • • . . ' t . . . ' . · . . . . - . . . I - · • • ; 1 ~ - - . . . . . . _ _ _ _ , _ 2 4 " ¢ x 3 6 " L O N G C O N C R E T E P I E R ., 0 I 1 - # 4 ·t0 CO N T I N U O U S - . . - . i · · . , , f • · ' " o l O I I 6 x 6 - W 1 . 4 x W 1 . 4 WELDE D W I R E F A B R I C " t ' ) ~ 1 E M B E D D E D P O S T D E T A I L S C A L E : 3 / 4 " = 1 ' - 0 " S 2 . 0 2 - # 5 x 1 6 " R E B A R D R I L L E D T H R O U G H P O S T P R O V I D E 6 " O F G R A V E L F O R D R A I N A G E B U i l T - U P B U C K E T W E L D T O L - B R A C K E T w / ¼ " F I L L E T W E L D S A T A L L I N E T E R S E C T I N G S U R F A C E S . A T T A C H T O W O O D B E A M w / 6 - 1 / 2 ' ' ¢ x 6 " L A G S C R E W S A T T A C H T O H I P w / 4 - 3 / 4 " ¢ T H R U B O L T S . H I P , S E E P L A N ~ ~ 3 - P L Y L V L B E A M F A S T E N I N G 1 # 4 C O N T . T H I C K E N E D E D G E w / 1 - # 5 C O N T . 3 - R O W S 1 O d @ 8 " O . C . E A . S I D E . • 4 - ' - - - " - . : : I . . _ . , , B " x B " @ T H I C K E N E D S L A B . 0 + S L A B O N G R A D E , S E E P L A N . 0 4 . 0 6 . 2 1 C h r i s t o p h e r J S a b o u r i n P E F L P E # 7 1 4 6 1 P L A N N A M E C O S G R O V R E S I D E N C E S S E N o . 2 1 - 0 1 4 0 I S S U E D A T E P E R M I T 0 4 . 0 6 . 2 1 R E V I S I O N S D A T E C ! f - 0 < ( ( " ( ' ) L L ( " ( ' ) l 9 Q C ! N z f - 0 N c 2 < ( U J ( " ( ' ) Q . _ J U J O O L L U J C ! z U J U J ~ - e ! > I l 9 U J u z > ~ < ( U J O U J _ j U C ! C C l ~ □ ~ ~ : : : , W [ ' z f - I N : ' . 5 U U 0 0 : : : , < C - f - C ! f - < ( f - U J l / ) 0 F I E L D A L T E R A T I O N C O N T R A C T O R S H A L I _ C O N T A C T C H R I S T O P H E R S A B O U R I N P E P R I O R T O M A K I N G A N Y S T R U C T U R A L F I E L D M O D I F I C A T I O N S W H D - l M A Y V A R Y F R a \ 1 1 T H E I N T E N T O F T H E O R I G I N A L C O N S T R U C T I O N D O C L . M E N T S . A N Y R E L □ A L T E R A T I O N S M A D E P R I O R T O B E I N G A P P R O V E D B Y C H R I S T O P H E R S A B C U R J N M A Y R E S U L T I N A I X l l T I O N A L E N G I N E E R I N G O R I N S P E C T I O N F E E S . S C A L I N G 0 0 N O T S C A L E D I M E N S I O N S F R O M T I - E S E D R A W I N 3 S . I F A D I M E N S I O N I S U N C L E A R R E F E R T O T H E A R C H I T E C T U R A L D R A W I N G S O R C O N T A C T T H E E . O . R T Y P I C A L W O O D F R A M E D E T A I L S S H E E T S 2 . 0 S H E E T 3 O F 5 CMU/CONC. BOND BEAM AT TOP OF WALL, SEE 6/S2.0 JAMB REINF. SEE 2/S2.0 8x8 PRE-CAST LINTEL, SEE 4/S2.0 FOR OVERALL LINTEL DEPTH AND REINFORCING TYPICAL WALL REINF. SEE SCHED. ON PLAN. MOTORIZED ROLLDOWN SHUTTER PER MANUFACTURER,~-r-1 0 a w 0:: VJ <( (_'.) z f-:::) 0 0:: (_'.) f-:r: 3: 0 _J (_'.) z f-:::) 0 0:: (_'.) f-:r: 3: 0 _J WALL ELEVATION _J H OOK VERTICAL WALL REINF. AT WALL INTO CONC. TIE TOP OF _J <( 3: z u... <( _J BEAM 0 R CMU BOND BEAM. IF ERMINATES AT STAB, EINF. INTO SLAB. WALL T HOOK R (l_ <( _J 0 (l_ (l_ w 0 w f-VJ i--: (/) I/ WVJU wzw VJ O (l_ UVJ • (l_ <( _J i-= ui WVJU wzw VJQ u (l_ VJ lrJ0INT AT 16" REINF. o.c D._!W ~ <(WZ _JVJQ u vi u w (l_ VJ DWLS. TO MATCH CAL REINF. I/VERTI (TYP. U.N.O.) VCLEA AS R N OUT HOLE EQUIRED v WALL FOOTING SEE PLAN •/ WALL SECTION LOW HL GROUTING NOTES; 1. USE 5'-0" GROUT POUR HEIGHT FOR BAR SIZES #3 THRU #5. 2. USE 5'-0" GROUT POUR HEIGHT FOR BAR SIZES #7 AND ABOVE. 3. SEE SPECIFICATIONS AND STRUCTURAL NOTES FOR GROUT TYPE AND GROUTED CELL SIZE. FILL ALL CELLS SOLID WITH GROUT THAT REQUIRE VERTICAL REINFORCING AND ALL CELLS BELOW GRADE. □ □ □ □ VJ z zo <( -_J f-(l_ u w w VJ ~~ <( VJ z zo <( -_J f-(l_ u w w VJ WO VJ z <( PLAN SECTION HIGH HT, GROUTING NOTES; 1. MAXIMUM GROUT POUR HEIGHT SHALL BE 12'-0". 2. IF HIGH LIFT GROUTING IS USED, REINF. SHALL BE FULL HEIGHT AND A CLEANOUT HOLE IS REQ'D AT CELLS WITH REBAR. 3. GROUT SHALL BE PLACED IN 5' LIFTS TO PREVENT BLOWOUTS. 4. SEE SPECIFICATIONS AND STRUCTURAL NOTES FOR GROUT TYPE AND GROUTED CELL SIZE. TYPICAL WALL REINFORCEMENT S2.1 SCALE: N. T.S 2 F O R O P E N I N G O V E R 4 ' - 4 " T O 9 ' - 4 " W I D E , P R O V I D E 2 - # 5 V E R T I C A L E A C H S I D E O F O P E N I N G . T Y P I C A L W A L L R E I N F . S E E S C H E D . O N P L A N . F O R O P E N I N G T O 4 ' - 4 " W I D E , P R O V I D E 1 - # 5 V E R T I C A L E A C H S I D E O F O P E N I N G . O P E N I N G , S E E P L A N P L A N V I E W A T T Y P I C A L W I N D O W / D O O R O P E N I N G C M U J A M B R E I N F O R C I N G S2.1 S C A L E : 3 / 4 " = 1 ' - 0 " 2 5 " L A P M I N I • w · : . J • 1 I ' • ~ I 1 . . . . . . . . • I C : · , . I L . · ; I , • • : · • : 1 1 4 · • " : • ~ I I • . ' . . • . I . t . . , ' , - - , , ' . . . . . . . . . . . ~ - ~ - = . • . · • . . . ~ - - C O R 1 - # 5 V E R T I C A L E A C H N E R , I N T E R S E C T I O N , P A C I N G I N D I C A T E D P L A N O R S C H E D . V - @ s O N ~ ~ ~ - ~ ~ - ~ . . . . . . • ' • · V E R T . z : : : . ( l _ < ( _ J ' i n N C " " e ; # 5 H " ~ E I N F O R I Z O N T A L T l E B E A M . . - ~ ~ t · " - ' - ~ · - r , - - ' - O R C I N G ( O N L Y O N E - . , " : ; : _ - B A R - . ; ' . . . . . . • . . S H O W N F O R C L A R I T Y ) . " . . · : I - - ! . . . . . . . . : . L - , , . . . . . . . . , . . . 3 T Y P I C A L H O R Z O N T A U C O R N E R S P L I C E S2.1 S C A L E : 3 / 4 " = 1 ' - 0 " . . . ~ . O P E N L I N T E L B O N D • • • ; B E A M W I T H 1 - # 5 - - - - 1 : 1 . . , , . . 4 S 2 . 1 ; , . I . . ~ . . . . . - . . . . , ; - ~ 1 6 " L I N T E L A T 1 6 " L I N T E L A T 2 N D L E V E L 1 S T L E V E L T O P L I N T E L B L O C K O P E N B O T T O M L I N T E L B L O C K , w / 2 - # 5 T O P C O N T . N O T E S : B O T T O M L I N T E L B L O C K P R E - C A S T L I N T E L B L O C K , w / 1 - # 5 C O N T . 1 . U S E T H E S E L I N T E L D E T A I L S U . O . N . O N P L A N S . 2 . F O R O P E N I N G L O C A T I O N S , S E E A R C H . P L A N S . 3 . P R O V I D E 8 " B E A R I N G E A C H S I D E O F O P E N I N G . 4 . G R O U T L I N T E L S O L I D . 5 . B O T T O M S H A L L B E A S O L I D P R E C A S T L I N T E L . T Y P I C A L C M U L I N T E L S C A L E : 3 / 4 " = 1 ' - 0 " L I N T E L B O N D W I T H 1 - # 5 0 4 . 0 6 . 2 1 C h r i s t o p h e r J S a b o u r i n P E F L P E # 7 1 4 6 1 P L A N N A M E C O S G R O V R E S I D E N C E S S E N o . 2 1 - 0 1 4 0 I S S U E P E R M I T R E V I S I O N S D A T E 0 4 . 0 6 . 2 1 D A T E F I E L D A L T E R A T I D N C O N T R A C T O R S H A L I _ C O N T A C T C H R I S T O P H E R S A B O U R I N P E P R I O R T O M A K I N G A N Y S T R U C T U R A L F I E L D M O D I F I C A T I O N S W H D - l M A Y V A R Y F R a \ 1 1 T H E I N T E N T O F T H E O R I G I N A L C O N S T R U C T I O N D O C L . M E N T S . A N Y R E L □ A L T E R A T I O N S M A D E P R I O R T O B E I N G A P P R O V E D B Y C H R I S T O P H E R S A B C U R J N M A Y R E S U L T I N A I X l l T I O N A L E N G I N E E R I N G O R I N S P E C T I O N F E E S . S C A L I N G 0 0 N O T S C A L E D I M E N S I O N S F R O M T I - E S E D R A W I N 3 S . I F A D I M E N S I O N I S U N C L E A R R E F E R T O T H E A R C H I T E C T U R A L D R A W I N G S O R C O N T A C T T H E E . O . R M A S O N R Y D E T A I L S S H E E T S 2 . 1 S H E E T 4 O F 5 1 S2.2 8" MASONRY WIT 1 VERTICAL IN GR FILLED CELLS @ C RN AND 8" CHIMNEY ELEVATION SCALE: 3/ 4" = 1'-0" • • C H I M N E Y C A P B Y O T H E R S 8 x 1 6 B O N D B E A M W I T H 1 - # 5 8 " P R E C A S T L I N T E L 1::!--...J.._--,-----'-- ~ - - - 1 : : J . . . F O O T I N G S E E P L A N I C K V E N E E R P E R A C H 8 " A S N R Y W I T H 1 - # 5 V E R I C A L I N G R O U T F I L L E D C E L S C O R N E R S A N D 4 8 " . U : . . " - " ' 1 . 0 4 . 0 6 . 2 1 C h r i s t o p h e r J S a b o u r i n P E F L P E # 7 1 4 6 1 P L A N N A M E C O S G R O V R E S I D E N C E S S E N o . 2 1 - 0 1 4 0 I S S U E D A T E P E R M I T 0 4 . 0 6 . 2 1 R E V I S I O N S D A T E C ! f - 0 < ( ( " ( ' ) L L ( " ( ' ) l 9 Q C ! N z f - 0 N c 2 < ( U J ( " ( ' ) Q . _ J U J O O L L U J C ! z U J U J ~ - e ! > I l 9 U J u z > ~ < ( U J O U J _ j U C ! C C l ~ □ ~ ~ : : : , W [ ' z f - I N : ' . 5 U U 0 0 : : J < ( - f - C ! f - < ( f - U J l / ) 0 F I E L D A L T E R A T I D N C O N T R A C T O R S H A L I _ C O N T A C T C H R I S T O P H E R S A B O U R I N P E P R I O R T O M A K I N G A N Y S T R U C T U R A L F I E L D M O D I F I C A T I O N S W H D - l M A Y V A R Y F R a \ 1 1 T H E I N T E N T O F T H E O R I G I N A L C O N S T R U C T I O N D O C L . M E N T S . A N Y R E L □ A L T E R A T I O N S M A D E P R I O R T O B E I N G A P P R O V E D B Y C H R I S T O P H E R S A B C U R J N M A Y R E S U L T I N A I X l l T I O N A L E N G I N E E R I N G O R I N S P E C T I O N F E E S . S C A L I N G 0 0 N O T S C A L E D I M E N S I O N S F R O M T I - E S E D R A W I N : 3 5 . I F A D I M E N S I O N I S U N C L E A R R E F E R T O T H E A R C H I T E C T U R A L D R A W I N G S O R C O N T A C T T H E E . O . R S E C T I O N S H E E T S 2 . 2 S H E E T 6 O F 5 -6' 7" -6' 7" -6' 7" -6' 7"0'0' 0' 0' 1 0 ' Access this side 3.5ft 5ft Barriers per FBC 2020 7th Edition water alarms and fencing Light Light Prescriptive design details per FBC 7th edition Pool beam is 8"-9" elevation is minus 12" from existing patio decking will be 23/8" paver declking and will cover existing 6x12ft flush spa 6 therapy jets with 10" beam 2hp blower and 399K BTU gas heater IC40 with easy touch LED pool and spa 120v lights. VErify pool equipment location before setting 6therapy jets and horseshoe bench please mark air and water lines 31' 7 ' 1 " 4 ' 21' 4' 7' 1 " 1 2 ' 28' 11 ' 8' 1 5 ' 53' 16 ' 17' 1' 8' 1 6 ' 1' 15 ' 7' 2 ' 1 0 " 1 ' 9 " 17' 11" 5 ' 3 " 6' 3 " 10 ' 19' 1 0 ' 19'6' 10 ' 6' 1 0 ' 3' 3' 3 ' 3' 3' 3 ' 1' 4' 4' 1 '4' 4 ' 1' 5' 5' 1 ' 1' 1' 1 ' 1' Owner:Cary Cosgrove Address:1827 Tierra Verde Ln City:Atlantic Beach FL 32233 Phone:772-4169 State: Zip: POOL SPECS SIZE:12x24 SQFT:280sft DEPTH:3.5-5ft EST TOTAL GALLONS: PERIMETER:90 lft SPA SPECS DEPTH: SIZE:6x12 EST TOTAL GALLONS: PERIMETER: SQFT:72sft RAISED HEIGHT: RETURNS:3 SKIMMERS:1 SPECIAL: NOTES: SPILLWAY: SKIMMERS: RETURNS: SPECIAL: NOTES: PLUMBING RETURNS:3 SKIMMERS:1 POOL MAIN DRAINS:2 SPA MAIN DRAINS: CLEANING SYSTEM:suction HEADS: VAC LINES:ROBOT VAC: WATER FEATURES:SPA SPILLWAY: LIGHTS IN POOL:LIGHTS IN SPA: TOTAL PIPE: DECK DECK TYPE:Brick pavers ELEVATION: INTERIOR MATERIAL: TILE: INTERIOR MATERIAL: TILE: TOTAL DECK SQFT:500 sft PERIMETER: RAISED BEAM:LIP STYLE: MATERIAL 1:MATERIAL 2: NOTES: SPECIAL: NOTES: SPECIAL: EQUIPMENT POOL PUMP:Intelliflo VS3050 2ND PUMP: FILTRATION:Cartridge FILTER SIZE:RP 150 HEATER:INLINE: TIMER:Easy Touch 4 Function GAS: NOTES: SPECIAL:IC 40 RD GRAY 334-5421 Owner:Cary Cosgrove Address:1827 Tierra Verde Ln City:Atlantic Beach FL 32233 Phone:772-4169 State: Zip: POOL SPECS SIZE:12x24 SQFT:280sft DEPTH:3.5-5ft EST TOTAL GALLONS: PERIMETER:90 lft SPA SPECS DEPTH: SIZE:6x12 EST TOTAL GALLONS: PERIMETER: SQFT:72sft RAISED HEIGHT: RETURNS:3 SKIMMERS:1 SPECIAL: NOTES: SPILLWAY: SKIMMERS: RETURNS: SPECIAL: NOTES: PLUMBING RETURNS:3 SKIMMERS:1 POOL MAIN DRAINS:2 SPA MAIN DRAINS: CLEANING SYSTEM:suction HEADS: VAC LINES:ROBOT VAC: WATER FEATURES:SPA SPILLWAY: LIGHTS IN POOL:LIGHTS IN SPA: TOTAL PIPE: DECK DECK TYPE:Brick pavers ELEVATION: INTERIOR MATERIAL: TILE: INTERIOR MATERIAL: TILE: TOTAL DECK SQFT:500 sft PERIMETER: RAISED BEAM:LIP STYLE: MATERIAL 1:MATERIAL 2: NOTES: SPECIAL: NOTES: SPECIAL: EQUIPMENT POOL PUMP:Intelliflo VS3050 2ND PUMP: FILTRATION:Cartridge FILTER SIZE:RP 150 HEATER:INLINE: TIMER:Easy Touch 4 Function GAS: NOTES: SPECIAL:IC 40 RD GRAY 334-5421 POOL21-0021 COMC HOJ\\E l O f>A llADISE. FL O W TI - I R U SP A NO SK I M M E R SK I M M E R TY r l C A L GR . FO R # 3 RE B A R , 2' OU T WI T H #8 C U T O P U M P ~ - - - - - .. L . . . - - - l ' - - - - - - - . . L . . . - > - - - - - ~ ' - - - - - - , OP T l ON A L D EC K W / I ~ • rl T C H IN 10 ' OP T l O N A L 1 2V L I GH T W/ T R A N S , ¾" BR A S S OR PV C (S E E NO T E S ) SW I M- O U T OR LA D D E R RE Q U I RE D (G R / # 8 CU ) WH E R E DE P T I I OY E R 5 ' DE E r (S E E NO T E S ) NO LI M I TA T I ON S TO SH A P E EX C E P T FO R D I VI N G BN T R Y RE Q U I R E D (S E E NO T E S ) RA I L OP T I O N A L G E N E RA L PO O L P L AN WA T E R LI N E EX C E P T I ON : RO P E AN D FL O A T S I NS T A L L E D IF I. E S S TH A N 4' - o " N. T. S . 2' -9" Mi n ,, EX C E PT FO R SL O P I N G EN T R J E S . 4' - 0 " Ma x . SE E NS P I 5 RE : HA N D H O L D S 8 ' Mi n . TO SL O P E CH A N G E PO O L S EC T IO N D E TA I L N . T .S. 11 . 0 " M B l l , SB 2 8 3 6 , 6- 2 0 - 0 7 FO R BO N D C N O AN D GR O U N D I N G SY S T E M S FO R S\ V I M M J N G PO O L S , TH E US E OF AN UN D E R G R O U N D BO N D I N G CO N D U C T O R MA D E OF #8 AW G . BA R E SO L I D CO P P E R WI R E BU R J E D T O A MJ N I M U M DE P T H OF 4 IN C H E S TO 6 L NC H E S BE W W SU B G R A D E , AN D 18 TO 24 I NC H ES FR O M JN S I D E WA L L OF A SW I M M I N G PO O L OR SP A , I S DE E M E D A PE R M I S S I B L E AL T E R N A T I VE OR EQ U I V A L E N T TO CO M P U A N C E W I T H s. 68 0 . 2 6 ( c ) OF T H E NA T I O N A L EL E C T R I C A L CO D E . PA V E R S O R 4" DE C K . 2, 5 0 0 ps i (M i n .) CO N C . W/ F I B E R ME S H DE C K . Fr N I S H P ER CO N T R A C T (N O N -SU P ) 8 " . . . . . J ' - - - - 1 - - 1 - - - P OO L FI N I SH 1 - - L + - - 8" X 8" FO O T I N G W /( 2 ) #3 BA R S BE A M & "7 " BA R OP T I O N A L O R ( ) ) #5 B A R 6 1 1 . - , 1 ' - f = - I 6" Mi n . \V A L L & FL O O R TH I C K . N E S S . 3, 5 0 0 ps i (M r N . ) CO N C . #3 BA R S O N _ j , 12 " C E N T E R S EI T H E R WA Y , TI E AL T . IN T E R S EC Tl O N S 15 " MJ N . OV E R L A P . 2" MI N . C O V E R A G E ON ST E E L W/ C O N C . TO AS T M A l 5. A l 6. AS T M A3 0 . 5 S t ru c t u r a l su b j e c t to su i ta b l e so il co nd i t i on s . PE R CO N T R A C T FI N I S H ¾ " MA R C IT E O R EX P O S E D AG G R E G A T E PO O L / SP A, D EC K , BE A M , WA L L , FL OO R N .T. S. RA I L OP T I O N A L > MA I N DR A I N RE Q U I R E (T A M P E R PR O O P / S E E N O T ES ) > L I GH T I N G & BO N D I N G SA M E AS rO O L > NO LI M I TA T I ON S ON SH A P E FLO RID A B UIL D ING CODE R4501 THE POOL CONTRACTOR I S RESPONSIBLE FOR FURNISHING ALL D E TAIL D ES IGN REQUIRE M E NTS FOR EAC H INDIVIDUAL POOL IN ACCORDANCE WIT H T H E FLORIDA BUILDING CODE, AND ALL CONSTRUCTION SHALL MEET ALL APPLICABLE CODES I NCLUDING PLUMB I NG, ELECTRJCAL AND GAS. PIPING SHALL BE SCH. 40 PVC , NSFpw, MAX. PRESSURE VELOCITY 10 FPS, SUCTION 6 FPS. THE POOL P LAN SHALL SHOW THE DES I GN PLUMBING AS PER THE SAM PL E W I TH THE INFORMATION REQUIRED SHOWN. MAIN DRAIN PLUMBING SHALL BE TWO DRAINS SE P ARATED BY 3' WITH APPROVED ANSI/ASME Al 12.19.8.2009 COVERS. AS AN AL TERNA TE THE APPROVED DRAINS MAY BE PLACED ON DIFFERENT PLANES. THE T WO DRAINS SHAL L HA VE A COMMON SUC TI ON LINE. SUCTION ORA TES MAY BE USED IF APPROVED AT A MAXIMUM OF I ½ FPS AND THE SUCTION PIPING I S RECESSED FROM THE ORA TE THE DISTANCE EQUAL TO TH E SUCTION P I PE SIZE. SKJMMERS DO NO T REQUIRE PROTECT I ON AND MUST BE DESIGNED FOR A MINIMU M 25 gpm. G E NE R A L S P A PL A N N. T. S . THE FOLLOWING SHALL BE LABELED WITl-1 LABEL MARKER TAPE AT THE FILTER LOCATION: PIPES, VAL YES, PUMP(S) OFF S WIT CH. EL ECTRIC A L RE Q UIREMENTS: . \V L R l N G AND BONDCNO AND ALL ELECTRICAL TO COMPLY WITH CHAPTER 42, FLORJDA BU I LDING CODE 6T H E DI T I ON -RESIDENTIAL AND NEC 201 4 . -N O OUTLET OR OVERHEAD POWER W I TI U N 10' lF WITHIN 15 ' PROTECT BY G FI , TRANSFORMER MJN. 10' FROM POOL, 8" ABOVE WATER, JBOX 4' FROM POOL, BRASS TO J BOX OR TRANSFORMER WHICH EVER I S FTRST EXCEPT W H ERE P VC I S APP R OVED. SA M P L E ON L Y . EA C H AP P LI C A T I O N FOR P ERM I T SHALL BE BA S E D ON A TO T AL DY N A M I C HEAD OF 60 ft. De t e r m i ne Sy s t e m F l ow Ra t e : Mi n i m u m F l ow Ra t e Re q u i r e d : 35 g p m pe r sk i mm e r (R e q u i r e d : I Sk i mm e r pe r 800 st) Po o l Vo l u me : _2 Q Q _ _ sq . fi ><_4 _ _ a v e de p t h x 7. 4 8 1 ga l / c f = 1 5, 0 0 0 Tu r n o v e r Ti m e in Ho u r s : ~ ho u r s x 60 mi n / b r = _1 6 . Q _ _ mi n u te s ga ll o n s F l ow Ra t e: 1 5. 0 0 0 ga ll o n s / .. . . J . f i l L _ mi n u t e s = _ A 2 _ gp m P l PE SI Z I N G CH A R T (M A X J M U ! : ! l PI P E SU C T I O N ~ I½ " 35 G r M 65 G P M 2" 60 10 5 2 ~ 90 14 7 3" 1 35 23 0 4" 23 5 39 6 FO R PO O L S WI T H VO L U M E - I 5, 0 0 0 GA L S . PU M P : ST A R L TE P6 E 6 D L OR HA Y W A R D SU P E R I I ¾ HP 4 2 GP M 60 ' TU R N TU R N O V E R RA T E - 6 HO l J R S - 36 0 MI N S . F I LT E R : ST A R I T E P T M 50 , 5 0 G P M OR HA Y W A R D C7 5 1 , 75 GP M C A P A C I TY MA I N DR A I N : HA Y W A R D W6 1 0 4 8 E C LE A N E R : HA Y W A R D VA C LO C MA I N SU C T I O N P I PE SI Z E .. . . 2 . . : SK I M M E R SU C T I O N PI P E SI Z E _2 ' . ' . . . . CL E A N E R / V A C P I PE S I ZE .. . ! t . RE TU RN SU C T I O N PI P E S I ZE Jf ' . _ EQ U I P M E NT LO C A T I ON • MAIN DRAINS AS OF 12 -l 9-08 ANSVASME Al 12. I 9.8-2007 POOL M I N. GRATE OPEN AREA -FLOW/17 .8 FOR VELOCITY 6'/SEC C L E ANER UNE RESID E NCE SPEC IA L SP A REQ UIREMENTS : -MAX I MUM WAT E R DEPTH 4', MAXIMUM SEAT DEPTH 28",MAX. -FLO OR SLOPE 1 :12 -STEPS: MIN. TREAD 10 " X 12 ", 7" MIN. RJSER, 12" MAX. R I SER EXCEPT THE BOTTOM STEP MAY BE 1 4" lF IT J S THE SEAT. INTERMEDIATE TREADS AND RISERS TO BE UNIFORM . IF THE SPA I S OPERATED INTERM I TTENTLY IT SHALL HA VE A ONE HOUR T U RNOVER , IF CONTINUOUS A SIX HOUR TURNOVER. -MAXIMUM TEMP E RATURE 104 DEGREES. -MEET ANSI/NS PI ART I CLE XVII, SAFETY INSTRUCTION/SAFETY S I GNS. -PRESSURE T EST P IP ING AT 35 PSI FOR 1 5 MINUTES OR MEET LOCAL CODE I F GR.EATER. GENERAL D ES I G N REQUIREME NTS -D ESIGN, CONSTRUCTION AND WORKMANSHIP S H ALL BE l N CONFORMITY WITH THE REQUIREMENTS OF APSPnCC 3, APSP/ICC 4 , APSP/ICC 5, AND APSP /JCC 6 AND APSP/ICC 7 BASED ON THE POOL TYP E. -SEE NSP I FOR DIVING WATER ENVELOPES. -S LIDES SHALL MEET THE MANUFACTURE'S INSTALLATION REQUlREMENTS . -ALL POOLS WHETHER P UBLIC OR PRJV A TE SHALL BE PROVIDED WITH A LADDER OR STEPS IN THE SHALLOW END WHERE THE WATER DEPTH EXCEEDS 24 INCHES (6 I 0 MM). IN PRJ VA TE POOLS WHERE~ AT E R DEPTH EXCEEDS 5 FE E T ( I 524 MM) THERE SHALL BE LADDERS, ST AJRS OR UNDERWATER BENCHES/ SW I M-OUTS IN THE DEEP END. WHERE MANUFACTURED D I VING EQUIPMENT I S TO BE USED, BENCHES OR SWIM-OUTS SHALL BE RECESSED OR LOCATED IN A CORNER. -C IRCULATION SYSTEMS, COMPONENTS AND EQUIPMENT SHALL COMPLY WJTH N SF 50. . THE MAXIMUM TURNOVER RA TE lS 1 2 H OURS . -FI L TERS SHALL HA VE AN AIR RELEASE AND PRESSURE GAGE. -PUMPS 3 HP AND LESS SHALL MEET ANS I /U U0 8 1 CORROSION RES I ST ANT WITH STRAINER AND MEET THE REQUIRED FLOW. -SURFACE SK I MMERS SHALL M EET NSF 50 AND THERE SHALL BE ONE FOR EVERY 800 SQUARE FEET O F SURFACE AREA. -APPROVED MANUFACUTRED I NLET F I TTNGS F OR THE RETURN OF REC I RCULA TEO POOL WATER SHALL BE P ROVIDED ON T HE BAS I S OF AT LEAST ONE PER 300 SQUARE FEE T (28 m2) OF SURF ACE AREA. SUCH I NLET F I TTINGS SHA LL BE DES I GNED AND CONSTRUCTED TO INSURE AN ADEQUATE SEAL TO THE POOL STRUCTURE AND S H ALL INCORPORATE A CONVEN I ENT MEANS OF SEALING FOR PRESSURE TESTING OF THE POOL C l RCULA T l ON P I P I NG. WHEN MORE THAN ONE INLET I S REQU I RED , T HE SHORTEST DISTANCE B E TWEEN ANY TWO REQUIRED INLETS S H ALL BE AT LEAST I O FEET (3048 MM). -H E ATER SHALL MEET ANSJ-221.56 OR UL 1261 OR U L 559 . -Dl SINFECT ANT EQUIPMENT SHALL COMPLY WI TH NSF 50. -P RESSURE T EST P I PING AT 35 PSI FOR 15 M1NUT ES OR M EET L OCAL CODE lF GREATER. -RESIDENTIAL SWIMMING BARRIER REQUIREMENTS TO MEE T SECTONS 454.2 .1 7 -WASTE DISPOSAL TO CO MP L Y WITH SECTION 454.2 .1 0 IT HAS BEEN CERTIFIED THAT TH ESE DES I GN REQUIREMENTS ARE IN COMPLIANCE WITH THE FLORIDA BUILD I NG CODE R4501, 6TH ED IT ON 454 .2-20 1 7, ANSVAPSP/ICC 3, A N S l /APSP/ICC 4, ANS I /APSP/ICC 5, AND ANSI/APSP /ICC 6 AND A N SI/APSP/lCC 7 , ANS I IAPSP/lCC 14, ANSI /APSP/I CC 15. ISLANDP EXISTING PATIO REl.40VED NEW STEPPING STONES PAYERS VERIFY & MATCH EXIST. DRAINAGE PATTERN NOTE: CONSTRUCTION FENCE 0 PROPERTY LINES, TO BE INSTALLED PRIOR TO CONSTRUCTION, AS APPLICABLE. NEW 6FT H WOOD FENCE & SELF CLOSING/LATCHING GATE REPLACE EXISTING CONCRETE DRIVE W/ NEW PERMEABLE TURF BLOCK SYSTEM & PAVER BORDER ~ "It 00 . ..... 0 ..... w = ...... 0 ~ LO ...,., • m 00 z w ~ 0 0 0 "' ~ ~ AC [lil] SELF-LATCHING GATE cov, ENTRY soo•24's3"E /11827 2-STORY FRAME RESIDENCE 8 0 . 0 0 ' COV E R E D E N T R Y --,.-- 1 - - - - - - . J 2 5 F T B . R . L EXIST. WALK [ l i l ] [ l i l ] A C S E L F - L A T C H I N G G A T E N o 1 • 3 1 ' 2 9 " W 3 1 . 1 o ' TIERRA VERDE D R I V E 50' RIGHT -OF-WAY w u ~ 0 0 0 " ' ~ ' : 1 i i i ~ s • - 1 • D I S T A N C E F R O M P R O P E R T Y L I N E M A S O N R Y F I R E P L A C E V E R I F Y & : M A T C H E X I S T . D R A I N A G E P A T T E R N ~ L O N . N 0 . . . . . w = . . . . . . 0 ~ L O . . . , . , • m 0 0 z N E W 6 F T H W O O D F E N C E & S E L F C L O S I N G / L A T C H I N G G A T E S I T E P L A N S C A L E : 1 " = 1 0 ' C H E C K S E T 2 . , i C : C ) C ) - = g . 2 . 5 G E t : I E B A L O E S I G t : I l t : I E Q B M A ] Q t : I B i l l . D I N G C O D E R E S I D E N T I A L - 2 0 2 0 F B C W I N D S P E E D 1 3 0 C A l E O O R Y I I Z O N N G A R - S M F L O O D Z O N E X I I A X . R O O F H E I G H T ( N O T 1 0 E X C E E D J B F 1 ) + / - - - . D m l l l l , I I O T I I P l ' I C ' I I D ( M E A S U R E D F R 0 I I G R A D E , F I E L D V E R I F Y ) + / - 1 4 ' - 1 ' D E T A C H E D - F I N I S H E D F L O O R E L E V A T I O N A I I O \ £ G R A D E : ( D I S T A N C E A B O I I E G R A D E V A R I E S P E R + / - 2 0 ' - 2 4 " H O U S E E X I S T I N G G R A D E E L E V A 1 1 0 N S ) + / - 4 " - 8 " D E T A Q I E D C A B A N A S E E S T R U C l U R A L E N G I N E E R I N G S H E E T S ( B Y O l H E R S ) F O R : 1 . E X P O S U R E C A l E G O R Y , W B D R a . A S S I F I C A T I O N I : P R 0 1 E C 1 1 0 N R E Q U I R E I I E N l S . 2 . D E S I G N P R E S S U R E S ; W I N D O W I : D O O R H E A D E R S ; B E A i i S P E O F I C A T I O N S . 3 . D E T A L S , S P E a F I C A l l O N S I : F O U N D A 1 1 0 N P L A N : R O O F , W A i l . , I : F O U N D A T I O N C O N N E C l l O N S / T I E D O W N S ; N E W T D E X I S T I N G C O N N E C T I O N S . A S R E Q . T Y P E O F C O N S T R U C T I O N : I O C C U P A N C Y C L A S S : V - B I R - 3 L E V E L O F A L l E R A T I O N : F B C 2 0 2 0 - N I A S C O P E O F W O R K : 1 . R E P L A C E E X I S T I N G C O N C R E l E D R I I I E W / N E W P E R I I E A I I . E 1 \ l R F B L O C K S Y S l E I I . 2 . A C C E S S O R Y S l R U C T U R E : N E W D E T A Q I E D C A B A N A ( C O ' I E R E D P A T I O ) W / F I R E P L A C E . 3 . R E P L A C E E X I S 1 1 N G R E A R P A V E R P A T I O W / N E W l R A V E R T I N E P A T I O I : S I E P P I N G S T D N E S / P A V E R s , P E R L A N D S C A P E P L A N . 4 . N E W P O O L ( D E S I G N I : S P E C I F I C A T I O N S B Y O l H E R S ) . ! i . A C O N T I N U O U S I I F T H W D O D F E N C E W / S E I F - Q . O S I N G , S E L F " - L A T Q I I N G G A l E S S H A U . S E R I I E A S P O O L B A R R I E R . e . A R T I F I C I A L T U R F G R A S S T D B E S P E O F I E D / I N S T A L ! . E D B Y O l H E R S . S l l E C A L C U L A T I O N S : L O T S I Z E 8 1 8 0 S F C U R R E N " f . H O U S E ( U . R . F 0 0 1 P R N 1 ) C O V E R A C E 3 1 3 7 S F - C O N C . D R I I I E C O V E R A C E 4 8 4 S F O U W A L K S I : A C P A D S C O I I E R A C E 9 7 S F 0 1 • O P E N P A V E R P A T I O C O V E R A G E 2 7 0 S F 0 3 " S H E D C O I I E R A C E 4 8 S F 0 1 • T O T A L I I I P E R \ ' I O U S C O V E R A I E 4 0 4 7 S F - N E W : H O U S E ( U . R . F 0 0 1 P R N 1 ) C O V E R A C E 3 1 3 7 S F - 1 U R F . _ D A M C I M I W l E ( ! O S r , - S , : 2 4 7 S F ( ) 3 l l ( M l , l l l 1 D l f ] I M U I , A C P A D - . l o F I I I E P I A C E C I M I W l E 1 1 1 S F 0 1 l l l ( M l , l l l 1 D l f ] O P E N S T D I E P A V E R S / P A T I O C O V E R A G E 2 1 8 S F 0 3 " ( M l , l l l 1 D l f ] P O O L C O V E R A I E ( ! I O S r , 2 I I O ! F ) 1 3 0 S F 0 1 • - N E W D E T A Q I E D C A B A N A C O I I E R A O E 1 4 7 S F 0 2 " - S H E D C O V E R A I E 4 9 S F 0 1 • T O T A L I I I P E R \ ' I O U S C O V E R A I E 4 0 3 7 S F - D R I I I E I N R I G H T - O F - W A Y - 2 4 0 S F R E P L A C E C C N C R E 1 E W / N E W P A I O S S Q U A R E F O O T A G E C A L C U L A T I O N S : 2 - S T D R Y H O U S E - T D T A L E X . S P A C E 4 0 ! 5 5 S F ( N O T A F F E C 1 E D ) U N D E R R O O F ( A P P R O X . ) N E W S P A C E U N D E R R O O F . . D E T A Q I E D 1 4 7 S F S l R U C l l l R E 6 D D I I I C t : 1 6 L l l l l E l l B M 6 ] Q l : , I A S A P P L I C A B L E T O P R O . E C T F O U N D A T I O N S U R V E Y : A F O U N D A T I O N S U R \ £ Y S H A L L B E P E R F l l R I I E D A N D A C O P Y O F l H E S U R V E Y S H A U . B E O N l H E S l ' I E F D R l H E B U I L D I N G I N S P E C 1 0 R S U S E P R I O R T D F R A M I N G I N S P E C l l O N . O l H E R I N F O R M A T I O N : P E R C O A B S E C . 2 4 - 1 0 1 1 I : 2 4 - 1 5 1 , A C C E S S O R Y S l R U C l U R E S ( U N E N W I S E D C O I I E R E D P A T I O ) S H A L L N O T E X C E E D 1 l 5 0 S F O R E X C E E D 1 ! 1 F T I N H G T A N D S H A U . M A I N T A I N A D I S T A N C E O F ! F T F R 0 I I l H E R E A R I : S l l E I D T L I N E S A N D H O U S E . C O N S T R U C T I O N F E N C E P R O l E C T I O N [ F E N C E S ' I I I B O L 1 C 0 N S 1 R U C 1 1 0 N F E N C E T D B E S T A K E D A N D L O C A l E D O A R E A S O F N E W C O N S l R U C I T D N / I I I P R O I I E I I E N l S , P R I O R T D A N Y C O N S 1 R U C 1 1 0 N , A S R E Q U I R E D , I N O R D E R T D C O N l R O I . E R O S I O N I : E N S U R E N O S I L T I I I G R A l l O N O N T D A D J A C E N T P R O P E R 1 1 E S . F I L L R E M O V E / A D D & F O U N D A T I O N I N F O R M A T I O N : 1 . N E W D E T A C H E D C A B A N A S H A U . B E C O N S l R U C T E D O N A I I O N O U l H I C S L A B F O U N D A T I O N W / P A D F O O T I N G S O E A Q i P O S T I : A N Y S O I L R E I I O V E D S H A L L B E U S E D A S F i l l . U N D E R S L A B . S l l E D R A I N A G E I N F O R M A T I O N : [ D I R E C T I O N O F D R A I N A G E - - - - - - - - 1 ( S T A l E I I E N l S B E L O W T D B E A P P L I E D , A S I T P E R T A I N S . T D l H E C U R R E N T C O N S l R U C T I O N P R O . E C T / S l l l l A T I O N . ) 1 • G U T T E R S T D B E I N S T A L ! . E D W / D O W N S P O U l S . 2 . D O W N S P O U l S T D D R A I N T D C O N C R E l E S P L A S H B L . O a < . 3 . D O W N S P O U l S T I E D I N T D F L E X P I P I N G l H A T R U N S T D 1 H E S l R E E T F R O N T P R O P E R T Y L I N E I : T I E D I N T D P O P - U P S l H A T D I S C H A R G E I N T D l H E S 1 R E E T R I G H T O F W A Y • 4 . G R A D E T D D R A I N A W A Y F R 0 I I S l R U C l l l R E T D D R A I N A C E E A S E M E N T A N D / O R S W A L E , A S A P P L I C A B L E . P O O L I N F O R M A T I O N : 1 . H O I I E O W N E R I S R E S P O N S I B L E F D R S W I I I I I I N O B A R R I E R 0 N E W P O O L . 2 . E X I S T I N G H O U S E I : I I F T H P R I V A C Y F E N C E S H A L L S E R I I E A S B A R R I E R O P O O L . E X l E R I O R D O O R S W / D I R E C T A C C E S S T D P O O L S H A L L B E S E I F - a . D S I N G , S E I F - L A ' I O I N G . G A l E S S H A U . B E S E I F - Q . O S I N G , S E I F - L A T Q I I N G . 3 . S E E S W I i i B A R R I E R I N F O R I I A 1 1 0 N O N S H E E T A 2 . F D R A D D l l l O N A L P O O L I N F O R I I A T I O N . L A N D S C A P E & T R E E I N F O R M A T I O N : 1 . T R E E R E M O V A L I S N O T R E Q U I R E D F D R R E A R Y A R D I I I P R O I I E I I E N l S I : C O N S 1 R U C 1 1 0 N . S U R V E Y I N F O R M A T I O N : 1 . S l l E P L A N I N F O R I I A l l O N O B T A I N E D F R 0 I I S U R V E Y D A l E D 1 1 - 0 7 - 2 0 1 1 1 , P R O I I I D E D B Y H O M E O W N E R . S H E E T I N D E X : A 1 I S l l E P L A N . . C O V E R I N F O A 2 I L A N D S C A P E / F L O O R P L A N J L E C T R I C A L P I A N . . . N O l E S A 3 I C A B A N A E L E V A T I O N L S E C T I O N w _ J < ( ( ) ( J ) 0 r r 0 z I l L 0 a . " " " ' " " > < " ' " " " ' " " z • = a ~ " a , - 0 2 a , = I l l a , - C : : : : , c : - U ) - - . 0 0 0 C : " ' a , : E i . . . a 8 i l : i " ' - 0 a , C : C : G ) • • 5 8 - ~ , § ~ ~ - 0 a , C : - 0 . , : : : , . J : : J " ' ~ C : - 0 0 I l l a , 0 0 ~ ~ ~ . E C : : c . g ~ U ) . Q ~ i i . ~ ~ a ~ - : t E f a - 1 l g ~ = c ~ . 9 ~ $ . ; ~ l 4 > ; i : i " 5 5 f f i . 5 c : ~ . C > m ~ a , C : ~ ' a l . ! : . ~ i ~ = a _ . c : g > ~ ~ , ; ; E C . ~ W · o O : = § ~ O ~ C : - u , c , 1 , : , : , G l m ~ a s : ! : ~ g ~ - ~ - 6 1 i j E ' E - c u i = ~ i 8 . 8 f f i : S ( , ) z < ' ) z < ' ) N 0 N < ' ) ( / ) e n c § : : i : 1 i : : w < 0 C l : : : i . . . J . . . J u . ( / ) § : : i : : ~ : i : : : ( . ) ~ < ~ 0 c c _ J : : : i ( . ) < j : : _ J z ~ : 5 ~ < ( a l l ( , ) D A T E : 0 3 - 0 3 - 2 0 2 1 E 0 - 3 · ; ; ; E " ' © ) C : " ' " i i i . , - 0 I l l E ~ i B . : . ; < ( : . w C " l : ; . ; , s t ~ C ) w z 0 I 0 . . ~ 1 - - - - - - - - 1 Q . S H E E T w V V O R K I N G D R A V V I N G S ~ A 1 D r a w i n g s t o s c a l e , o n l y i f p r i n t e d f r o m 2 4 X 3 6 P D F f o r m a t . 0 , 3 TBM ~1 M 1\C N •\IL W /ELEV DISK Ftrv , 6.!>2 [NAVD-88] LI.I > .. ~ ~ C ~ LIJ IL Co ~ I-Li.i I > ~ < ~ It 0 a: U) LI.I .. I-L __ TOTAL AREA 815'.28 EXISTING llv'Pc.RVIOUS PROPOS[D IMPERV'OUS 4046 14 49 6% 4012.14 49 2% ---------' 9.7 N89"35'07"E 101.84 (P) ICO : ... #1827 2-STORY F.F.E.=11.39' ssg· 35•07"w 102.25 (P ) CURVE DATA ! NUMBER I RADIUS I DELTA I LENGTH I CHORD I CHORD BEARING C1 i 116e.s6· 1,·3r2e· I 31.09• I 31.09• I N00"20'51 "E P C O L B E A i ' E l £ V , . 1 1 0 N - 1 2 " S [ X I S T I J G P A n o ' o q , - ~ , , ' \ q , , ? t ~ - b 9 . < / 8 . 9 , , , . - - - . ( l _ . . . _ _ , , - 5 . I J 0 0 0 O ' . ) w I " ) L [ ) ~ N ~ , b 0 ( / ) - s ~ I I I I 0 1 " = 2 0 G R A P H I C S C A L E 1 0 · 2 0 · ! J O ' S P E C I F I C P U R P O S E S U R V E Y O F : L O T 4 4 , S E L V A T I E R R A , A C C O R D I N G T O T H E P L A T T H E R E O F , R E C O R D E D I N P L A T B O O K 3 8 , P A G E 2 8 A N D 2 8 A O F T H E C U R R E N T P U B L I C R E C O R D S O F D U V A L C O U N T Y , F L O R I D A B R L C O R E L E V w F F E N A V O p F O R : C A R Y C O S G R O V E L E G E N D B U I L D I N G R E S T R I C T I O N L I N E C O R N E R E L E V A T I O N N O R T H W E S T F I N A L F L O O R E L E V A T I O N N O R T H A M E R I C A N V E R T I C A L D A T U M P L A T L . . . . l . ! , : ! l l _ _ _ T . ! . . ! , ! . ! J M P Q 8 A f i l ' . _ ~ M ~ R K G E N E R A L N O T E S : 1 . T H I S I S N O T A B O U N D A R Y S U R V E Y . 2 . E L E V A T I O N S S H O W N H E R E O N A R E R E F E R E N C E D T O T H E N O R T H A M E R I C A N V E R T I C A L D A T U M O F 1 9 8 8 ( N A V D _ 8 8 ) , A N D A R E 5 / 8 " I R O N R E B A R W / C L A R Y T R A V E R S E C A P R E F E R E N C E M A R K E R A S G P S 2 , W E S T S I D E O F S E M N O L E R O A D , S O U T H O F G A R D E N L A N E , H A V I N G A N E L E V A T I O N 1 0 . 0 7 ( N A V D - 8 8 ) . 3 . U N D E R G R O U N D I M P R O V E M E N T S A N D U T I L I T I E S W E R E N O T L O C A T E D A S P A R T O F T H I S S U R V E Y , E X C E P T A S S H O W N H E R E O N . 4 . M E A S U R E M E N T M E T H O D S U S E D F O R T H I S S U R V E Y M E E T S T A N D A R D S O F P R A C T I C E F O R L A N D S U R V E Y I N G A S S E T F O R T H I N F L O R I D A A D M I N I S T R A T I V E C O D E C H A P T E R 5 J - 1 7 . 0 5 0 - . 0 5 2 R E Q U I R E M E N T S . 5 . A L L D A T A S H O W N H E R E O N A R E F I E L D M E A S U R E D U N L E S S O T H E R W I S E N O T E D . 6 . B E A R I N G S S H O W N H E R E O N , A R E B A S E D O N P L A T O F S E L V A T I E R R A , R E C O R D E D A S P L A T B O O K 3 8 . P A G E 2 8 & 2 8 A . 7 . T H E P U R P O S E O F T H E S U R V E Y I S T O S H O W T H E S I T E I M P R O V E M E N T S A N D I M P E R V I O U S M A T E R I A L S P E R C E N T A G E , A N D S H O W P R O P O S E D P O O L A N D D E C K A N D A S S O C I A T E D E L E V A T I O N S F O R D R A I N A G E P U R P O S E S . J O B N o . 2 1 - 0 6 2 F I L E : N o . A - 2 8 4 P A R T Y C H I E F . J . J Q , i - l N S C N F B . 9 2 8 / 8 2 O R A V ✓ N B Y : 7 H O O G F C f - l C C K E D B Y : J . T H O M / I S S U R V E Y D A T E 0 5 / 1 5 / 2 0 2 1 R E V I S I O N : D A T C : B Y : C A D F I L E · P · \ 2 I \ 2 1 0 6 2 C 0 / , 8 1 8 2 7 f l E R R A \ ! E D R A L N I P \ 0 W G \ 2 I - 0 6 2 T I E R R A V E R D E D R I V £ . D W G G H I O T T O d H S S O C l f f l E S C H / O T T O & A S S O C I A T E S , 1 / v r C . N A T I G N A L L ' r C [ R 7 7 F l [ D S U R V £ Y O R S & M A P P [ R 5 C [ R T ! r J C A T £ O F A U T H O R I Z A T I O N N o . L B 6 5 0 8 2 4 2 6 P H I L I P S H I G H W A r ' J A C l < S O N V I L L E , r L O R I D 1 i 3 2 2 0 7 ( 9 0 , 1 ) 8 8 6 - 0 0 7 1 ( 9 0 4 ) 8 8 C 7 i 7 4 F A X w w w G H I O T T O . c o m L 5 . L J O ~ I N ? ~ T H O M A S P . S . M N o . 6 2 2 . . f N O T V A L I D ~ H ~ 1 0 T 7 - 1 £ S I G N A T U R E A N D I H [ O R I G I N A L . ' ? A ! 5 E O l ! C E N S [ D S U R V £ \ ' O R A N D M A P r > [ R