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Home My WebLink AboutSUBMITTED PAPPERWORK1. 1 SECTION: U TOWNSHIP: :�)6 , -S ZONING: LAND USE: R-5 FLOOD ZONE: X FIRM MAP #: CST TYPE: OCCP TYPE: WATER: clentrA-SEWER: -- NI Gpr+-t LOT OF REG (befir 1/90) DECAL NUMBER REPORT LOT OF REG (aftr 1190) LIBRARY IMPACfFEE PUBLIC BLDG CODE IMPACT FEE ROAD IMPACT'ZONE 2 GROSS ROAD JIMPA FEE tip SCHOOL CREDIT IMPACT FEE FEE I ) ja_ I FIRE FEE I ADDITIONAL SPECIFY: rMMMI 11) REaD V� REVIEWS I ZO EWED BY, I PLANS EXAMINING DATE COMPLETE INITIALS RANGE: BP #: 0J'0-)—Q-3/43- MAP NO.: LOT CVG%: TAZNO.: 1ST FUR ELV: MAX. OCCP: SPRINKLERS LOT LIT REQ�Dp PARKS� IMPACTFEE HABITABALE AREA (RADON) rCREDIT �CErl1 MISC FEES: MAX HGT: # OF FLRS: STORMWATE R LOT SPLIT APPRYD PERMIT FEE RADON FEE TOTAL ROAD IMPACT -FEE IMPACT FEE TOTAL POLICE/FIRE/ MISC. FEES TOTAL ALL c.FEES GETAT60-171-TURTLE URTL,, !?FftqF� DATE FILED: L PLAN REVIEW FEE: t�4 3 RECEIPT NO.: PERAUT NUMBER: -UY CONCURRENCYFEE: O RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE 8T FILLED IN TO BE ACCEPTED' tT.rLUCIE COUNTY PUBLIC WORKS C)c BUILDING &ZONING DEPARTMENT 2300 VIRGINIA AVENUE FORT PIERCE; PL'34682-5652 561-462-1553 SCANNED BY APPLICATION for BUILDING PIEWY11T St. Lucie County CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATICV(SITE ADDRESS: ()koWjjj��PS 2. S/D NAME: So PLANNAME: 3. PROPERTY TAX ID ij 4. LEGAL DESCRIPTION (attach extra sheets if necessary): 5. j-.PLAT. 6.- -PAGE 7. BEOCK-. .,8-. LOT BOOK '43 �Nn M> Z7—Ikl> NO NO 9. PARCEL SIZE: AeRESTIZM SITS LOT DIMENSIONS 10. DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY, 'LEFT 11. SETBACKS (ACTUAL) FRONT L'��BACK: RIGHT � 6 SIDE SIDE: 6.0 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) NEW CONSTRUCTION EXPANSION/ADDITION INTERIOR RENOVATION RESIDENTIAL COMMERCIAL INDUSTRIAL OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: E. I II 14. Sq. Ft./CONSTRUCTION: 15. Sq. Ft. 1st Floor. 16. VALUE OF CONSTRUCTION: $ The value of construction Is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicatedvalue of construction I . fit la,dqmopsiratad.that the submitted figures are.not consistent vwith similar types of construction activities'; lfthievalue ls$2500 a - or more;RECORDED Notice of Commencement must be submitted with this application. 5LCCDV Form No.: 001-02 )WNER INFORMATION: IAME: ADRESS: )(cat p6RLt?.A'\- 7TY: Was-,- t2s i-LYl p��"�`'(•� f' - .. aSTATE: � ZIP 33 ,q.O ( 'HONE (DAYTIME): 1�7Z 3-9 L1 -- SGOO THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS ELOW. EE SIMPLE TITLEHOLDER: DDRESS: ITY: HONE (DAYTIME): _ IAI At STATE: ZIP ONTRACTOR INFORMATION r. of FL REGJCERT #: GRr On`t6 (D ST. LUCIE COUNTY CERT JSINESSNAME: Ken, L.TER 51GNPaTc.I.R15 H6ME5 r ltac JALIFIERS NAME: '•\C-BE RTJ YA,IL )DRESS: _ I� ln! �ti S@RV2. t� %IRK RACE rY: 7�Ibp 1bR'i' STATE: Zip 3`19 86 ONE (DAYTIME): 1772-1 Li(.S KZo3 FAX NO. `'ilo8 - qg"bS CHITIENGINEER: DRESS: Y: DNE (DAYTIME): LADING COMPANY: )RESS: r: 2TGAGE LENDER: TRESS: Scams B his H FZ _STATE: -,.ZIP 33�i'Z�p STATE: ZIP I STATE. - ZIP PORTANT NOTICE: ifr('hen a permit is issued and it, Is not picked up within 60 days ,er notification it will be voided and returned to you by mail. i CERTIFICATION: This application is hereby made to obtain a permit to do t "ork.and_installations as -indicated, -and -to -obtain -a -certificate of capacity, —if. -applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit . and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be•required for ELECTRICAL, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures. (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory use to another non- residential use. NOTICE TO OWNER: 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 LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE. AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE -PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. :4 OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construe' zoning. OWNER/CONT CT SIGNATURE CONTRALTO ATURE STATE OF FLORIDA STATE OF FLORIDA 1 COUNTY OF St ZLkc.t e COUNTY OF Sz' LLta.li= The foregoing ,�i.,n�s�tr�utIment w s acknowledge The foregoing instrument as ac before, me this .3May of A�20_&WbyA2P _iJ— before�. me is ay of .?r �/a w o Is oersona v: o m or who �.yGens%O. �..�=Q o as wentitication. or w as produced as identincetion. of Notary Sig ture of NotaC7 ry`"rr/ -L- x^We /L' AJnJe -/Ia O,2cr Type or Print Name of Notary Type of Print Name of Notary Notary Public Title Notary -Public Title Co570Q 86B Commission Number T LYNNEM(�15F/E. Inc. -(seal),...;, _ Cammgoli@232f sn.• Inc. - .. - - FXplres tl!?3 T Bonaeo thru 1800)432-4254 NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BEND Fiorlda Notar Assn.,1W' IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNE13/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF -THIS APPLICATION. ,. :. Dec 12 05 C8:44a Ga;e Insulation insulation a MA5CO Company 772 AAPF768 CERTIFICATION OF INSULATION R- I ( INSULATION INSTALLED ON EXTERIOR WALLS R- :3(D INSULATION INSTALLED IN CEILING AREAS LEGAL: Lot.<>25 Block Sub -Division Kf) 7 PERMIT #:CQ () 3/2 1013 ADDRESS: gIQO ox-Q -place, BUILDER - GALE W/O: I Lc�222 SCANNED BY St. LUC)B (nunn ATTESTED BY:�- DATE: `.I Q7 3801-A CROSSROADS PARKWAY • FT. PIERCE. FL 34945 FT. PIERCE (772) 465.9191 • VERO BEACH (772) 589.1514 • STUART (T72) 288.3151 • FAX (772) 489-6756 Dec-09-2005 02:46pm PERMIT # BUILDER T-102 St. Lucie County � peet><ons 2300 Virginia Avenue Ft. Pierce, FL 34982 (772)462-2172 CERTIFICATE OF TERMITE P.001/006 F-756 POSTED � [j DEC 1 2 2005 CONSTRUCTION SOIL TREATMENT %J V-9— JOB ADDRESS. PEST CONTROL CONTRACTOR -HANNALLF-LET-MANAaE16ENI� PEST CONTROL LICENSE# JB99118 We, the undersigned, hereby certify that we have pretreated the above -described construction for subterranean termites in accordance with the standards of the National Pest Control Association. Square feet of area treated: �O u Percentage of solution: 5 Date of treatment: S ❑ Footing ❑ 1 st Treatment ❑ Re -treat ❑ Slab rl 1st Treatment ❑ Re -treat ❑ Driveway SCANNELt BY ❑ 1st Treatment St. Lucie Coin Cl Re -treat ❑ Pools ❑ 1st Treatment ❑ Re -treat ❑ Other ❑ 1st Treatment Chemicals used: Total gallons used: Time of treatment: Fi3C104.2.6 Certificate of Protective Treatment for prevention oftetmites. Avmather lesistanrjobsite posting board shall be provided to receive duplicate Treatment Certificates as each required protective trcatntentis completed providing a copyfor the person the permit is issued to and another copy for the building permit files_ The Treatment Certificate shrill: provide the producr used, identity ofthe applicator, time and date oftlie':::: treatment; site location, area treated, chemical used, percent concentration:; and number of gallons used, to establish a verifiable record ofprorective ' ' treatmenr. rfthe soil chemical barriermedurd for termite protection is used, final exterior treatment shall be completed prior to liaa] building approval. t�t. Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on the electrical panel box cover, listing all the treatments and dates of applications. ❑ Re -treat Perimeter for Final Inspection Si ature of terminator Ivorl;: There must be a completed form for each required treatment or re -treatment and this form must be on the job site to be picked up by the inspector at time of each inspection or the scheduled inspection will fail and a re -inspection fee charged. REQUIEST FOR 30 DAY iEMPQRARY POWER RELIrASE DAYS: SL Lucie County Comm. bevel. Dept. Code Compliance Division -_ 2300 Virginia Avenue - — --- Fort ROM, FL 3480i-oo0a PeRNrr Numam, _P�h_(d31) 4e.Z- 2105 C�J✓r+�v7 ^ D 3 / �! y _ Ja urF U 1) 4E2-1735 PROPERTY AOCREss: SCABNNED St. Lucie Count, THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR APERIOD NOTTO FXCEEDTHIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARA- TION FOR FINAL INSPECTION. IN CONSIDERATiON.•OF APPROVAL OF THIS REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power release Is requested lot the above stated purpose only, and there will be no occupancy of any type, other then that permitted by construction during this time period. 2. As Witness by our signatures, we hereby agree to abide by ail terms and conditions of this agreement, including Building Division Polley, which Is Incorporated herein by reference. 3. All conditions and requirements listed in the attached document enllded 'Requiremants for 30 Day Power for Testing' have been Wiled and the premises is ready for compliance Inspection. We hereby release aria agree to hold harmleee, St. Lucie County, end their employees from an liabilities and claims M any type or nature which may artse now or In the future out .of this transaction, Including any damages which may be Incurred due to the disconnection of electrical power in the event of violation of this agreement St. Lucie County h ections 2300 Viraini Ft. Pierce, i (772)462-2172 CERTIFICATE OF CONSTRUCTION SOIL 1' SCANNED BY St. Lucie County PERMIT # OSO,Z —O 34 JOB ADDRESS Zda.?S (0 y,L;i5 cm:6/ 2- BUILDER _)n 4 C-_9_ PEST CONTROL LICENSE# JB99418 tEAT11/IENT- We, the undersigned, hereby certify that we have pretreated the above -described construction for subterranean termites in accordance with the standards of the National Pest Control Association. Square feet of area treated: 3Y9-11 Chemicals used: Yr 'iPj C Percentage of solution: • 5 Total gallons used: 34-0 Date of treatment:T Time of treatment: NOTE: - ❑ 1st Treatment ❑ Re -treat Slab (2l1 st Treatment ❑ Re -treat ❑ Driveway ❑ 1stTreatment" ❑ Re -treat ❑ Pools ❑ 1st Treatment ❑ Re -treat ❑ Other ❑ 1st Treatment ❑ Re -treat FBC104.2.6 Certificate ofProtectiveTreatmentforprevention of termites. A weather resistant jobsite posting board shall be provided to receive duplicate Treatment -Certificates as each required protective treatment is completed, providing a copyfor the person the permit is issued to and another copy for the building permit files. The Treatment Certificate shall provide the product used, identity of the applicato; time and date of the treatment, site location, area treated, chemical used, percent concentration and number ofgallons used, to establish a verifiable record ofprotective treatment. If the soil chemical barrier method for termite protection is used, final exterior treatment shall be completed prior to final building appmval. St. Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on the electrical panel box cover, listing all the treatments and dates of applications. ❑ Perimeter for Final Inspection Signature of exterminator There must be a completed form for each required treatment or re -treatment and this form must be on the job site to be picked up by the inspector at time of each inspection or the scheduled inspection will fail and a re -inspection fee charged. FEDERAL ENGINEERING & TESTING 1798 AGORA CIRCLE S.E. SUITE 5 D 250 S.W. 13TH AVENUE PALM BAY, FLORIDA 32909R POMPANO BEACH, FLORIDA 33069 APR z 6 2005 SCANNED kRD DENSITY I F C© S NELS BY St. Lucie County Public Works I St. Lucie County DATE: 03/04/04 ORDER NO: 04-1377 PERMIT NO. O Spa �3I �i CLIENT: B & D GRADING INC. ADDRESS: 2790 COOLIDGE ROAD. FORT PIERCE, FLORIDA 34945 PROJECT: PROPOSED RESIDENCE BUILDING PAD THE PRESERVE, KINGS MILL PHASE II, LOTs� ADDREssq)bq ONE PUTT PLACE PORT ST LUCIE FLORIDA MATERIAL DESCRIPTION: BROWNISH -GRAY SAND LOCATION: N.E. CORNER OF PAD LOCATION: S.W. CORNER OF PAD LOCATION: S.E. CORNER OF PAD LOCA FIELD DENSITY NIETHOD A.S.T.M. D-2922 DRY DENSITY P.C.F. IN TUE FIELD 105.8 106.2 104.2 %MOISTURE 7.7 6.9 8.3 % COMPACTION IN THE FIELD 96.8 97.1 95.3 % COMPACTION REQUIREMENT BY SPECS 95% PROCTOR VALUE, P.C.F. 109.4 OPTIMUM MOISTURE, % 10.3 LABORATORY NO. P-1495 12 PROCTOR A.S.T.MD-1557METHOD ALL TEST RESULTS COMPLY WITH SPECIFICATIONS UNLESS OTHERWISE NOTED WITH AN ASTERISK(*). REMARKS: SOIL NOT TESTED BELOW FOOTINGS TESTED BY: SL Respectfully submined, CHECKED BY: WN •(1 3 S D SSAM S. i P.E. As a mutual protection to clients, the public and ourselves, all reports FEDERAL ENGINEERING & TESTING are submitted as the confidential property of clients, and authorization FLORIDA REG. 939584 for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. EDWIN M. FRY, Jr., CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 2561931 OR BOOK PAGE 248, Recorded 02/21/2�at 09:32 AM SCANNED BY yt St. Lucie Onont% NOTICE OF COI jAMNCENIENT Permit No. Tax ED No. 333�^5pl—ntz7—m00%j State of Florida County of St. Lucie ` THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. iCIN69Mte.L.� Owner Rg-aervo HomesL Address 2209 Reserve Blvd Porta Lucie. Fr 349S6 Owner's interest in site of improvement 11)0% Fee Sifrmple Title holder (if other that owner) UA Address Contractor Address 216 Surety Amount w ¢x Cr .-'D LenderNLA Phone E ^, Address _ F":_� Persons within the State of Florida designated by Owner upon whoa-,.,otiees or other served as provided by Section 713.13 (1) (a) 7., Florida Statutes: , In addition to himself, owner designates of (Phone Fax ) to receive a copy of the provided in Section 713.13 (1) (b), Florida Statutes. Expiration date of notice of commencement is one year from the date of rewrdn specified. STATE OF FLORIDA, COUNTY OF ST. LUCIE SwoiBgand subscribed b ore me this, t , . . _ (seal) NOTARY LYNNE MOORE Comm# DD02327 Bonded ruth ( 4�32- M Florida Note Assn, Inc. -Z� Reserve Homes Ltd., L.P. 2160 Reserve Park Trace Port St. Lucie, FL 34986 Date: C�— �_CT_:_� SCANNED BY St. Lucie County Reserve Homes Ltd., L.P. hereby assigns $� from the Road Impact Fee Credit Agreement 04-02, to: K-C'L-' F_R �IGNl3TL4F�t� HOME$ for the purpose of construction: (Check One) Single -Family Dwelling Multiple -Family Dwelling (# of units: ) Commercial/Industrial (square feet ) Other This credit shall be for the following specific property: Subdivision (attach separate legal Property Tax ID# Assigned by: s�7 if necessary) )q— -Sa 1-cs iZ'1- fly TO BE COMPLETED BY ST. LUCIE COUNTY ' Building Permit Number: l` 5oa— a---)-)18 Credit Assignment Number: RIF-04-02 Date entered into Master Log: 0 eserve %4,,_ Community Development District St. Lucie County Building Department 2300 Virginia Ave. Ft. Pierce, FL 34982 Reference: Siuglc-Famity Constrnetion Address: Q I (i5i 0 ti 1 YJ . P� aC Q To Whom It May Concern: Concerning the above referenced project, this letter will serve to notify all interested parties that water & sewer service has been reserved & will be provided upon request by the Builder. Payment for reservation charges, hook-up fees, and any necessary metering equipment is required at time of service. District 2140 N.W. Reserve Park Trace + Port St. Lucie, FL 34986 t Telephone: (772) 468-4604 f (772) 467-1577 St. Lucie County Building & Zoning MGy� BUILDING PEP= RIOP SUB -CONTRACTOR SUMMARY KaL�\G1�1}lTU�YLgS will be using the following sub -contractors for the (Company/Individual Name) project located at (Street Tax ID #) . It is understood that if there is any change of status regarding the participation .of anv of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical�F��'i 00036%2 `Plumbing G.le`= C 05660 HVAC/ Mechanical Nt l5 A-IR to 3 & 3 - �P,cDyll`[ Roofing {�r�L�/�BL Root iir�Gv�s 1��56 �G UZ-95S`E Gas )FFICE USE UNLY: PE}2tvIIT I ISSUE DATE: NUMBER ST. LUCIE'COUNTY DEPARTMENT OF COMMUNrry DEnLoPMENT �c1JEC.TWfAL. COt1TRAGTlT46r has agreed to be n�h the ELVACMCAL, sub -contractor for KoLTEK Nome-s for the project located atQ1 M OLL t'C,4-, 2aO-L . It is understood 4t)at, (soom addmm or poopey fx ® e) N there Is any change of status regarding our participation with the above merrtioned Project, I will immecately advise the Community Development Department (Growth Management Division) of St. Lucie County by personally Bing a Change of Contractor FOrrn (SL=V FORM NO. W44q. BUSINASS QUALIFIER m**eo: I / AR'WR fd14fi�L,MA114 Pdm nine aaQe E ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING PERMIT SUB -CONTRACTOR AGREEMENT - St. Lucie County Contractor Certification Number: 20894 State of Florida Certification Number: (if applicable) RF11067182 ANGLER PLUMBING INC. reed to be (company / ind'nndual name) has agreed the PLUMBING sub -Contractor for RESERVE HOMES (type of construction work) (name of prime contractor) for the project at (')&Q \t xAk, P�QeO It is understood that, (street address or property tax to #) if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Community Development Department (Growth Management Division) of St. Lucie County by personally filing a Change of Contractor Form (Slccdv form no 004-00). BUSINESS QUALIFIER (original signature required): - Raymond J. Waske Jr. Signature Print Name Date business name: ANGLER PLUMBING INC. address: 1698 SE SOUTH NIEMEYER CIRCLE city, state, zip: PORT ST. LUCIE, FLORIDA 34952 phone: 772-335-5470 OFFICE USE ONLY: permit# tt SLCCDV FORM NO.002-00 01/04/2005 113:52 772-46F 735 KOLTER HOMES PAGE 02 ST, LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT BUILDING PERMIT STIR -CONTRACTOR AGREEMENT St Lucie County Contractor Gerffcabon Number. 03(03, r State of Florida Certrf'icadon Number (Irappooatrie); CA ------------------- has agreed to be the —_ 0 4,A0- sub -contractor for K61-�N KtAMWs (t va of construt that pads) (name at the prime contractor) for the project located It is understood that, (street address or property tax ID ie) if there its any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by persoially filing a Change of Contractor Forst (:SL-.CDV FORM NO.004.0p). OFFICEEFUSEfONLY: sLccDV FORM NO.: 002-01 F Rmrr • ISSUF DATE A-26-2000 8:18AM FP---\ P- I ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPAW VIENT BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St Lucie County Contractor Certificatlon"Number State of Fi:iri�la Certification Number (itappumbio)_ CCCO29554 1�_ +) Obit tJG k'% IdJ�Ihas agreed to be (mmparnylndwidual name) the h(sGP 11 sub -contractor for K4t--1i:,?R (t FM of oomtruction trade) (nanm or u+e prom r:awart0r1 for the project located aQnL hl �,_$� � It is understood that, (street address or property tax ID X) if there is any change of status regarding our participation with the above rner ,ioned project, I will immediately advise the Building and Zoning Department of St- Lucie 1 'ounty by personally fling a Change of Contractor Form (SLCCDV FORM NO- 00"0)- BUST E!iS QUALIFIER (origin sjgpatmes repu red): Arthur Franks signature Print name Date business name- Relja_ ble RgQt ne d Gutters Iuc address: 1832 Wahasno Dr Rrogs city.statexi Y. phone: OFFICE WE ONLY_ SLCCDV FORtul m_ wz.ao PERNR! ISSUE DATE ST. LUCIE COUNTY BUILDING &ZONING • 2300 VIRGINIA AVENUE '1 FORT PIERCE, 4992-5652 ��ORlO P 0 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property: - v►z for which I have applied to St. Lucie County fora Final Development Permit. In accepting this Final Development Permit, BP Number . I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not. adversely affect the immediate community. Property Owner Name Propert r Signature Date STATE OF FLORIDA, COUNTY OF SLl LACY' BY BEFORE ME THIS _jQ %e AY OF , 20 IS PERSONALLY IDENTIFICATION. WHO HAS PRODUCED TYPE OR PRINT NAME OF NOTARY (SEAL) COMMISSION NUMBER LYNNEIN E Co1232858 QD Expires232007 Bonde00)432.4284 FloridAssn. trro. Property Appraiser - St.Lucie "inty, FL Page 1 of 1 Reserve Homes Ltd Lp Record: 1 of 1 Property Identification Site Address: TBD Sec/Town/Range: 34 :36S :39E Map ID: 33134N Zoning: PROPERTY RECORD CARD <<Prev Next» Spec.Assmnt Taxes ParcellD: 3334-501-0127-000-9 Account#: 154959 Land Use: Vac Res City/Cnty: ST. LUCIE COUNTY Exemptions Permits Map kVOC1E CQ y 6�. a Gys a AMP Ownership and Mailing Legal Description Owner: Reserve Homes Ltd Lp LAKES AT PGA VILLAGE (PB 43-32) BLK C LOT 25 Address: 1601 Forum PI Ste 805 West Palm Beach FL 33401 Sales Information Assessment Final Value Total Land and Building Date Price Code Deed Book/Page 2004 Val: Land Value: Acres: 0.2 4/21/1998 2.13206E+07 04 WD 1140 / 1945 Assessed: Building Value: Ag.Credit: Finished Area: 0 SgFt Exempt: Taxable: TotalTax: BUILDING INFORMATION ro No Sketch Available Exterior Features View: - RoofCover: - RoofStruct: - ExtType: - YeafBIt: Frame: - Grade: - EffYrBlt PdmeWall: - StoryHght: - No.Units: SecWall: - Interior Features BedRooms: Electric: - PrmintWall: - FullBath: HeatType: - AvgHt/FI: 1/2Bath: HeatFuel: - Pnn.Flors: - %A/C: % Heated: % Sprinkled: Special Features and Yard Items Land Information Type Y/S Oty. Units Qual. Cond. YrBlt. No. Land Use Type Measure Depth 1 0000-Vac Res 548 -Site 1 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED http://www.paslc.org/PRC.asp?prclid=333450101270009 2/7/2005 St. Lucie County Building and Zoning Department 2300 Virginia Avenue Fort Pierce, FL 34982 561462.1553 FILE COPY BY St. Lucie Cr—vinti, Design Certification for Wind Load Ctimpliance This Certification is to be completed by the project design erchitm or engineer. This Certification must be submitted with all applications for building permits involving the construction of new residence (single or multi. family). -residential addition, env accessory structure requiring a building permit, and any nonresidential structure: This Certification shall not apply to interior n4tovations (provided that no structural walls, columns or other similar component is being effected) sod certain other minor building permits. For further assistance, please contact the Building Inspection Office at 462-1553 or 462.2172. Pro act Name Street Ad dren Yl Office 11bu Onl Permit Number O O Occpp_Wy Type Construotion Certification Statement: I certify that, to the best of my knowledge and belief, those plans and specifications have been designed to comply with the applicable structural portion of. the liuilding Codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the wind loads and forces specified by current code provisions. Delon Parameters any( At{Lq Fiot�s_ Ubedt (Please check or complete the appropriate box.) 1. Florida Building Cale 2001 &ling ASCE 7-90 2. Buildlim xkwlgm is (check one) Enclosed Y Partially Enclosed Open Buiding r 3. Building Height: 11► 64 4. Whid Speed Used in Building Designs LI:O 3 second gust S. Wind Exposure Classification (refer to exposure tables in Building Code identified la Lh a t)1); 5 _ C Average Wind Velocity Pressure on Exterior Faces of Structure 2(? PSF 7. Peak Wind Velocity Pressure on Exterior Faces of Structure 51 PSF S. Importance/Use Factor (obtain from Building code)- 1 • o 9. Loads- Floor , J5 PSF Roof/dead _ 25 PSF Roonve 3 r5F 10. Were Sbear Walls Considered for Structure (check one): Yes X No _0f No, attach explanation) 1L IS & Continuum bead Path Provided (eharlt ann)t Yes No _. (if Na, attach explanalinn) 17. Are Component and Cladding Detail Provided (check one)- Yes X Na _(iF No, attach explanaton) 13, Minitnum Soil Bearing Pressure: 2500 PSF �r r As witnessed by nay seal, I hereby certify that the information included with this certtiicatioti.is true maid' correct, to the best of my knowledge and belief. i Name: SCw* R• U-Sher AI A Certification M QOo i I S B & [Seal Here); Design F-rm:xeTrBkllCtelRG ),yiur' -A-A `i"G Date: �nvrniriao2aoo A. Equipment Schedule Unit# 1 SEER /•Z' HSPF � Make ZE-,VA%OX Tons Z Cond. Unit Mod.# 13 �'L' -OZ(4 AIH Unit Mod -#.go 9444 -21 & Heater Mod.# O 5- Sensible Cooling Latent Cooling _ Total BTU's HISAIR Air Conditioning Stuart, FL 34994 772-283-0904 l Equipment Schedule Unit# 2 SEER �2 HSPF -�" Make :22�A/O-X Tons 'iL Cond. Unit Mod.#/39ee-OS�� AIH Unit Mod.#C'B.2.riM-�( Heater Sensible Cooling .3lvfyoo Latent Cooling t//, 000 Total BTU's T /, boa 1 IQkLl1J�T—ON l�o o i E� WO/W g.s E1 y, ;a FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: THE ARLINGTON 3000 Builder: KOLTER Address: Permitting Office: City, State: PORT ST. LUCIE, FL Permit Number: b%0QL- 0 J1g Owner: KOLTER HOMES, INC. Jurisdiction Number: Climate Zone: Central I. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type a. Clear glass, default U-factor b. Default tint c. Labeled U or SHGC 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types •a: Concrete, Inrinsul, Exterior b. Frame, Wood, Adjacent C. N/A d. N/A c.'N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AM: Interior b. Sup: Unc. Ret: Unc. AM: Garage Single Pane 0.0 X 506.0 fP 0.0 IF New _ Single family _ 1 _ 4 _ Yes _ 3000 fr Double Pane _ 0.0 ft _ 0.0 ft' _ 0.0 ft' R=0.0, 278.0(p) ft _ R=4.1, 2827.0 T _ R=11.0,140.011 R=30.0, 3000.0 ft- _ Sup. R=6.0, 150.0 ft _ Sup. R=6.0, 200.0 ft 12. Cooling systems a. Central Unit Cap: 24.0 kBtu/hr _ SEER:12.00 b. Central Unit Cap: 48.0 kBtu/hr SEER: 12.00 c. N/A 13. Heatt s s ryn3 a. Ella as � p CORBY ®®® 4i'Y"555EEEtttE HSPF:7.70 _ b. Electric Heat Pump Cap: 48.0 kBtu/hr _ HSPF: 7.30 _ c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (MR -Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.17 Total as -built points: 40982 PASS Total base points: 41834 I hereby certi .1 that the plans and specificat' ns covered by this calculapur in compliance with t Flo ' a Energy Cod_ I PREPARED BY: DATE: -2(, - 2a I hereby certify that this buil ing, as signed, is in compliance with The Flo 'd ergy de. OWNER/AGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. . Before construction is completed this building will be Inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: Cap: 50.0 gallons _ EF: 0.94 _ EnergyGauge® (Version, FLRCSB v3.4) s r FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS:, PORT ST. LUCIE, FL, PERMIT #: I BASE AS -BUILT -GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points .18 3000.0 25.78 13921.2 Single, Tint SE 1.0 12.0 20.0 50.80 1.00 1015.5 Single, Tint E 1.0 2.5 9.0 53.27 0.81 386.3 Single, Tint E 1.0 4.0 6.0 53.27 0.92 292.9 Single, Tint E 1.0 4.0 16.0 53.27 0.92 781.1 Single, Tint E 1.0 9.0 36.0 53.27 0.99 1905.4 Single, Tint S 4.0 10.0 36.0 39.84 0.75 1077.9 .Single, Tint S 1.0 7.0 36.0 39.84 0.97 1388.4 Single, Tint S 1.0 3.0 12.0 39.B4 0.80 381.5 Single, Tint S 16.0 10.0 54.0 39.84 0.51 1101.5 Single, Tint S 16.0 3.0 18.0 39.84 0.48 340.8 Single, Tint N 1.0 7.0 24.0 24.46 0.98 577.8 Single, Tint N 14.0 11.5 48.0 24.46 0.69 813.9 Single, Tint N 14.0 2.5 12.0 24.46 0.61 179.4 Single, Tint E 1.0 6.0 15.0 53.27 0.97 775.4 Single, Tint W 1.0 5.0 18.0 47.90 0.95 818.9 Single, Tint W 1.0 7.0 25.0 47.90 0.98 1176.1. Single, Tint W 1.0 10.0 18.0 47.90 0.99 857.6 Single, Tint W 9.0 3.0 6.0 47.90 0.39 112.4 Single, Tint W 1.0 7.0 24.0 47.90 0.98 1129.1 Single, Tint 'SW 1.0 7.0 18.0 47.31 0.98 835.8 Single, Tint SW 1.0 3.0 6.0 47.31 0.82 232.0 Single, Tint W 20.0 12.0 20.0 47.90 0.45 426.8 Single, Tint W 20.0 3.0 5.0 47.90 0.39 93.7 Single, Tint W 1.0 7.0 18.0 47.90 0.98 846.8 Single, Tint W 1.0 3.0 6.0 47.90 0.85 245.4 As -Built Total: 606.0 17792.6 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 140.0 0.70 98.0 Concrete, Int Insul, Exterior 4.1 2827.0 1.18 3335.9 Exterior 2827.0 1.90 5371.3 Frame, Wood, Adjacent 11.0 140.0 0.70 9B.0 Base Total: 2967.0 6469.3 As -Built Total: 2967.0 3433.9 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As -Built Total: 0.0 0.0 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB Yd.30 tr FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance. Method A - Details I ADDRESS:, PORT ST. LUCIE, FL, PERMIT #: BASE AS -BUILT -CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 3000.0 2.13 6390.0 Under Attic 30.0 3000.0 2.13 X 1.00 6390.0 Base Total: 3000.0 6390.0 As -Built Total: 3000.0 6390.0 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 278.0(p) 31.8 -8840.4 Slab -On -Grade Edge Insulation 0.0 278.0(p 31.90 -8868.2 Raised 0.0 0.00 0.0 Base Total: -8840.4 As -Built Total: 278.0 -8868.2 INFILTRATION Area X BSPM = Points Area X SPM = Points 3000.0 14.31 42930.0 3000.0 14.31 42930.0 Summer Base Points: 59870.1 Summer As -Built Points: 61678.1 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 61678.1 0.333 (1.079 x 1.150 x 0.90) 0.284 1.000 6969.4 61678.1 0.667 (1.087 x 1.150 x 1.00) 0.284 1.000 13938.9 69870.1 0.4266 25540.E 1 61678.1 1.00 1.193 0.284 1.000 20908.3 EnergyGaugeTM DCA Form 600A-2001 EnergyGauge81FIaREV2001 FLRCSB v3.30 1 FORM 60OA-2001 1 1 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:, PORT ST. LUCIE, FL, PERMIT #: I BASE AS -BUILT -GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Point .19 3000.0 5.86 3184A Single, Tint SE 1.0 120 20.0 11.49 1.01 231.3 Single, Tint E 1.0 25 9.0 13.04 1.04 122.2 Single, Tint E 1.0 4.0 6.0 13.04 1.02 79.6 Single, Tint E 1.0 4.0 16.0 13.04 1.02 212.3 Single, Tint E 1.0 9.0 35.0 13.04 1.00 471.3 Single, Tint S 4.0 10.0 36.0 10.88 1.18 463.9 Single, Tint S 1.0 7.0 36.0 10.88 1.00 392.0 Single, Tint S 1.0 3.0 12.0 10.88 1.12 145.8 Single, Tint S 16.0 10.0 54.0 10.88 2.14 1259.9 Single, Tint S 16.0 3.0 18.0 1o.8B 2.29 448.7 Single, Tint N 1.0 7.0 24.0 15.38 1.00 368.4 Single, Tint N 14.0 11.5 48.0 15.38 0.99 _ 729.4 Single, Tint N 14.0 2.5 12.0 15.38 0.98 181.6 Single, Tint E 1.0 6.0 15.0 13.04 1.01 197.2 Single, Tint W 1.0 5.0 18.0 13.80 1.01 249.7 Single, Tint W 1.0 7.0 25.0 13.80 1.00 345.2. Single, Tint W 1.0 10.0 18.0 13.80 1.00 248.2. Single, Tint W 9.0 3.0 6.0 13.80 1.12 92.4 Single, Tint W 1.0 7.0 24.0 13.80 1.00 331.3 Single, Tint SW 1.0 7.0 18.0 12.36 1.01 223.9 Single, Tint SW 1.0 3.0 6.0 1236 1.06 78.7 Single, Tint W 20.0 12.0 20.0 13.80 1.11 305.2 Single, Tint W 20.0 3.0 5.0 13.80 1.12 77.0 Single, Tint W 1.0 7.0 18.0 13.80 1.00 248.5 Single, Tint W 1.0 3.0 6.0 13.80 1.02 84.5 As -Built Total: 506.0 7588.3 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 140.0 1.80 2520 Concrete, Int Insul, E:dedor 4.1 2827.0 3.31 9343.2 E)dedor 2827.0 200 5654.0 Frame, Wood, Adjacent 11.0 140.0 1.80 252.0 Base Total: 2967.0 6906.0 As.Built Total: 2967.0 95952 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.01) 0.0 Extedor 0.0 0.0D 0.0 Base Total: 0.0 0.0 As -Built Total: 0.0 0.0 t t EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:, PORT ST. LUCIE, FL, PERMIT #: BASE AS -BUILT -CEILING TYPESArea X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 3000.0 0.64 1920.0 Under Attic 30.0 3000.0 0.64X 1.00 1920.0 Base Total: 3000.0 1920.0 As -Built Total: 3000.0 1920.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 278.0(p) -1.9 528.2 Slab -On -Grade Edge Insulation 0.0 278.0(p 2.50 695.0 Raised 0.0 0.00 0.0 Base Total: 528.2 As -Built Total: 279.0 695.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 3000.0 -0.28 -840.0 3000.0 -0.28 -840.0 Winter Base Points: 9622.2 Winter As -Built Points: 18958.5 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM xAHU) 18958.5 0.333 (1.068 x 1.160 x 0.92) 0.443 1.000 3369.8 18958.5 0.657 (1.078 x 1.160 x 1.00) 0.468 1.000 7108.9 9622.2 0.6274 6037.0 1 18958.5 1.00 1.203 0.459 1.000 10472.1 EnergyGauge^ DCA Form 60DA-2001 EnergyGaugeSiFlaRE52001 FLRCSB v3.30 A, J 1 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS:, PORT ST. LUCIE, FL, PERMIT #: BASE AS -BUILT -WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.94 4 1.00 2400.34 1.00 9601.4 As43uilt Total: 9601A CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water = Total Points Points Cooling Points + Heating + Hot Water = Total Points Points Points 25541 6037 10256 41834 20908 10472 9601 40982 PASS EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB Y3.30 k ar FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS:, PORT ST. LUCIE, FL, PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior& Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sin plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame Floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with c 2.0 cfm from conditioned space, tested. Mufti-storyHouses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration refits 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. RA_99 r%TLICD DDCCfTDIDTIVC n11CACI IDFC fmnc4 hn mn4 nr nvrnnrinri hi, nil rocidnnrnc I COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Noncommercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 25 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Se rate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeT°" DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 IL "I The Arlington 'A" Model Zn 9 HVAC Load Calculations p 4 SiYT A l4Frr Prepared By: Jose Nisair Air Conditioning 1501 Decker Avenue -D404 Stuart, FI 34994 772-283-0904 Tuesday, August 31, 2004 Project Report Project Title: Project Date: Client Name: Client Address: Client City: Company Name: Company Representative: Company Address: Company City: Company Phone: The Arlington "A" Model Zn1 Thursday, April 08, 2004 Koper Signature Homes, Inc. 2160 Reserve Park Trace Port St. Lucie, FI Nisair Air Conditioning Jose 1501 Decker Avenue - D404 Stuart, FI 34994 772-283-0904 Daily Temperature Range: Medium Latitude: 27 Degrees Elevation: 25 ft. Altitude Factor: 0.999 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Dry Bulb Difference Winter: 42 0 0 72 0 Summer: 90 78 50 75 61 Square ft. of Room Area: 932 Square ft Per Ton: 525 Total Latent Gain: 6,914 Btuh 32 "% Total Cooling Required With Outside Air: 21,304 Btuh 1.78 Tons (Based On Sensible + Latent) Calculations are based on Sth edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meats both sensible and latent loads. ., r Miscellaneous Deport Summer: 90 78 50 75 61.09 Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wgJ100 ft. 0.1000 in.wgJ100 ft. Minimum Velocity: 650 ft./min 450 ft./min Mapmum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Mabmum Height: 0 in. 0 in. Infiltration: 0:700 AC/hr 0.400 AC/hr Volume of Conditioned Space: X 10664 Cu.fL X 10664 Cu.ft. 7,465 Cu.ft./hr 4,266 Cu.ftJhr X 0.0167 X 0.0167 Total Building Infiltration: 124 CFM 71 CFM Total Building Ventilation: 0 CFM 0 CFM —System 1— Infiltration & Ventilation Sensible Gain Multiplier: 16.49 = (1.10 X 0.999 X 15.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier. 41.50 = (0.68 X 0.999 X 61.09 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 32.97 = (1.10 X 0.999 X 30.00 Winter Temp. Difference) e Coad Rrewiew Report Zone 1 932 14,390 6,914 21,304 22,980 299 655 655 1-Toilet 24 28 707 735 452 6 1 1 1-4 2-Hall 112 130 207 337 1,319 17 6 6 1-4 3-Pdr Rm 30 35 707 742 502 7 2 2 1-4 4-WIC #3 25 280 334 614 712 9 13 13 1-4 5-WIC #2 . 30 35 207 242 502 7 2 2 1-4 6-WIC #1 49 407 385 792 1,012 13 19 19 14 7-Mstr Bth 150 4,558 1,089 5,647 2,629 34 207 207 2-6 8-Den 224 2,906 1,475 4,381 6,797 88 132 132 2-5 9-MstrSte 288 6,011 1,803 7,814 9,055 118 273 273 2-7 w Rhxac Reysrifeufia134ghk Gflmmemiat H37ALu_ads t"Gte Softvrgary�atlaxe%p{riTii�efit.iae/; : G JL:tlll{NLJSµ 1VY_UYC�1` Total Building Summary Loads 7A-1: Glazing -Glass or plastic block, smooth or wide ribs 25 450 0 3,107 3,107 or flutes, no screen, no coating, ground reflectance = 0.32 1A-hb-o: Glazing -Single pane, operable window, heat- 60 1,944 0 2,249 2,249 absorbing, metal frame with break, ground reflectance = 0.32, outdoor insect screen with 50% coverage, dark color drapes with loose weave with 25% coverage 10A-m: Glazing -French door, single pane clear glass, 20 1,002 0 1,482 1,482 metal frame no break, ground reflectance = 0.32, dark color drapes with loose weave with 25% coverage 13A-4ocs: Wall -Block, board insulation only, R-4 board 1055 4,526 0 2,394 2,394 insulation, open core, siding finish 16D-30: Roof/Ceiling-Under attic or knee wall, Vented 932 895 0 895 895 Attic, No Radiant Barrier, Dark Tile, Slate or Concrete, R-30insulation 22A-pm: Floor -Slab on grade, No edge insulation, no 176 6,230 0 0 0 insulation below floor, any floor cover, passive, heavy dry or light wet soil Subtotals for structure: 15,047 0 10,127 10,127 People: 3 600 690 1,290 Equipment 1,500 0 1,500 Lighting: 0 0 0 Ductwork: 3,831 1,863 2,400 4,263 Infiltration: Winter CFM: 124, Summer CFM:71 4,102 2,051 1,173 4,124 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Total Building Load Totals: 22,980 6,914 14,390 21,304 p� p .......... .....:.:.,.. Total Building Supply CFM: 655 (3.7 AClhr) CFM Per Square ft.: 0.702 Square ft. of Room Area: 932 Square it. Per Ton: 525 .<.,.22960BtuhY::r `MBIT Total HealingRequired T- - - - -- -- -22.980-" ---- With�Outsic e� Air: Total Sensible Gain: 14,390 Btuh 68 % Total Latent Gain: 6,914 Btuh 32 % Total Cooling Required With Outside Air: 21,304 Btuh 1.78 Tons (Based On Sensible + Latent) Calculations are based on 8th edition ofACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. System 1 ArfingtonA'V�odel Summary Loads (peak Method) /A-i: Glazing -Glass or plastic block, smooth or wide ribs 25 450 0 3,107 3,107 or flutes, no screen, no coating, ground reflectance 0.32 1A-hb-o: Glazing -Single pane, operable window, heat- 60 1,944 0 2,249 2,249 absorbing, metal frame with break, ground reflectance = 0.32, outdoor insect screen with 50% coverage, dark color drapes with loose weave with 25% coverage 1 OA-m: Glazing -French door, single pane clear glass, 20 1,002 0 1,482 1,482 metal frame no break, ground reflectance = 0.32, dark color drapes with loose weave with 25% coverage 13A-flocs: Wall -Block, board insulation only, R-4 board 1055 4,526 0 2,394 2,394 insulation, open core, siding finish I BD-30: Roof/Ceiling-Under attic or knee wall, Vented 932 895 0 895 895 Attic, No Radiant Barrier, Dark Tile, Slate or Concrete, R-30 insulation 22A-pm: Floor -Slab on grade, No edge insulation, no 176 6,230 0 0 0 insulation below floor, any floor cover, passive, heavy dry or light wet soil Subtotals for structure: 15,047 0 10,127 10,127 People: 3 600 690 1,290 Equipment: 1,500 0 1,500 Lighting: 0 0 0 Ductwork: 3,831 1,863 2,400 4,263 Infiltration: Winter CFM: 124, Summer CFM: 71 4,102 2,951 1,173 4,124 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 System 1 Arlington"A!'Model Load Totals: 22,980 6,914 14,390 21,304 Supply CFM: 655 (3.7 AC/hr) CFM Per Square ft.: 0.702 Square ft. of Room Area: 932 Square ft. Per Ton: 525 Total Heating Required With Outside Air: 22,980 Btuh 22.980 MBH Total Sensible Gain: 14,390 Btuh 68 % Total Latent Gain: 6,914 Btuh 32 % Total Cooling Required With Outside Air: 21,304 Btuh 1.78 Tons (Based On Sensible + Latent) Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. t2hvac Residential lght£Qmiaaa HVACLaads M E taSafbva- Dow ,1�,�erstinelazd5emce3ne E \ s < . � a�. > .. 'TteArlinyyon"A"lufar�etc�n4 System 9, Zone 1 Summary Loads (Peak Method) <.n-•>az,;ia.:xiiixie>:i :::.�::•a::<.!:.,..i: ,;..>:!:. :........:.......:..>¢a:is: :e<.:. .�s::::i:.e:.>x•; � �:.: L'i4�C :� ,., w,..>.: ..,[. .:: .�. .>.• ..,,:`:,.:sQ,:, .w,;�t .Qil�l�. , 3:itssi. � :?t:�1�f> :Ca.�irr�."?;:;;"�Et<: 7A-1: Glazing -Glass or plastic block, smooth or wide ribs 25 450 0 3,107 3,107 or flutes, no screen, no coating, ground reflectance = 0.32 1A-hb-o: Glazing -Single pane, operable window, heat- 60 1,944 0 2,249 2,249 absorbing, metal frame with break, ground reflectance = 0.32, outdoor insect screen with 50% coverage, dark color drapes with loose weave with 25% coverage 10A-m: Glazing -French door, single pane clear glass, 20 1,002 0 1,482 1,482 metal frame no break, ground reflectance = 0.32, dark color drapes with loose weave with 25% coverage 13A-4ocs: Wall -Block, board insulation only, R-4 board 1055 4,526 0 2,394 2,394 insulation, open core, siding finish 16D-30: Roof/Ceiling-Under attic or knee wall, Vented 932 895 0 895 895 Attic, No Radiant Barrier, Dark Tile, Slate or Concrete, R-30insulation 22A-pm: Floor -Slab on grade, No edge insulation, no 176 6,230 0 0 0 insulation below floor, any floor cover, passive, heavy dry or light wet soil Subtotals for structure: 15,047 0 10,127 10,127 People: 3 600 690 1,290 Equipment: 1,500 0 1,500 Lighting: 0 0 0 Ductwork: 3,831 1,863 2,400 4,263 Infiltration: Winter CFM: 124, Summer CFM: 71 4,102 2,951 1,173 4,124 System 1, Zone 1 Load Totals: 22,980 6,914 14,390 21,304 ,l.%I FTlSiR..: .....,m. ... ........................:.,.: T..,,. ♦ .. , n.n....,.... .,..i.C::..:..>... 5.:.::[..[... >.>..:)C.:.::.:, noi:�i....C:OJ!wJn:<N. .:._...... .......... ...)Q�u_.:.. ..,.w.w.w..M....<..w w, .u....:....r.... ......_.........,........:..<>.:...........:.....:,..,.:...•a:...... .. 3.. .... ... .a.>.. ... ..@ r "i \'i'�'i..... Supply CFM: 655 (3.7 AC/hr) CFM Per Square R.: 0.702 Square ft. of Room Area: 932 Square ft. Per Ton: 525 .::a.....!..x:a>:e:•:>,;:a.:::%>.:i::ia,::i:.x::.!. ....... ,<:::<::}. o::::N::n:w:,o,v:<:<.,.}», w:: ......: !....:::>:::.>:>.... Total Heating Required: 22,980 Btuh 22.980 MBH Total Sensible Gain: 14,390 Btuh 68 % Total Latent Gain: 6,914 Btuh 32 % Total Cooling Required: 21,304 Btuh 1.78 Tons (Based On Sensible + Latent) LNUd.,.w..._. .:>:.. ..a .:. b..::.ziixw,:w,•,».v<w:w.:,,..<... o'"..`Ao �!:w:;'y. .....,...... o..w.:... :..w..: ...... .....n..,...v........<.:.... ..,,., .........:. .........:..:... ,.........uv<....:..>.!.>.::<..,.o,xwv:.,.r..!.x<:`<s,:. Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. va50 L >iN6[t,.:tt- Detailed Room Loads - Room 1 - Toilet (Peak Method) ... T......�8......>..c....:<.v..<.....zc..:oo,,:«.:.u..1'.:..c.D,A:.>:»•...aa.�:....,-:';:y<>:.,>..: `:>'c�.,...::':.;:........ Calculation Mode: Htg. & c1g. Occurrences: 1 Room Length: 6.0 ft. System Number: 1 Room Width: 4.0 ft. Zone Number: 1 Area: 24.0 sq.ft. Supply Air: 1 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 0.3 AC/hr Volume: 240.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 6 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 67 ftJmin. Percent of Supply: 0 % Design Loss: 0.100 in.wg./l00 ft. Actual Winter Infil.: 0 CFM Actual Loss: 0.005 00 ft. Actual Summer Infill.y 0 CFM }in.wg./l 4p UP-Ceil-1613-30 6 X 4 24 0.032 1.0 23 1.0 0 23 Floor-22A-pm 10 ft..Per. 10 1.180 35.4 354 0.0 0 0 Subtotals for Structure: 377 0 23 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork: 0.200 75 0.200 207 5 Equipment: 500 0 Room Totals: 452 707 28 R}�hvda�yyRe�ys�d♦ey_at-ial}}8i19hk�9aunerctaiEl4AC1a zrz •_ c£GteSofhs�arpeDauetop`m`_eai.iac :yCyyy,��ntlMlQv S !^� - SR S C'i. Y. LP :\ ff1 W:lii}�.��'yyyUGII p:y�{.fi�rn k mSSo....5, Detailed Room Loads - Room 2 - Hall (Peak Method) Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 28.0 ft. System Number: 1 Room Width: 4.0 ft. Zone Number: 1 Area: 112.0 sq.ft. Supply Air: 6 CFM Ceiling Height 10.0 ft. Supply Air Changes: 0.3 AC/hr Volume: 1,120.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM RunoutAir: 17 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 196 Umin. Percent of Supply: 0 % Design Loss: 0.100 in.wgJ100 ft. Actual Winter Infil.: 0 CFM Actual Loss: 0.039 in.wg./100 ft. Actual Summer Infil.: 0 CFM R%�1 $n.::.,�kt�Lt@..?:„ T;f�1...,,..:�.�,:tJ�$:. `w,�`al►f:. .:. UP-Ceil-16D-30 28 X 4 .<,,.,<...:t « .,., <...c, ...fv1 112 0.032 1.0 108 1.0 .�'`ttilfi..a� 0 108 Floor-22A-pm 28 ft..Per. 28 1.180 35.4 991 0.0 0 0 Subtotals for Structure: 1,099 0 108 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork: 0.200 220 0.200 207 22 Room Totals: 1,319 207 130 Detailed Room Loads - Room 3 - Pdr Rm (Peak Method) Room Length: 6.0 ft. System Number. 1 Room Width: 5.0 ft. Zone Number: 1 Area: 30.0 sq.ft. Supply Air: 2 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 0.3 AC/hr Volume: 300.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air -- 7 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 75 ft./min. Percent of Supply: 0 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 0 CFM Actual Loss: 0.006 in.wgJ100 ft. Actual Summer Infil.: 0 CFM Floor-22A-pm 11 ft..Per. 11 1.180 35.4 389 0.0 0 0 Subtotals for Structure: 418 0 29 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork: 0.200 84 0.200 207 6 Equipment: 500 0 Room Totals: 502 707 35 i3hsao ReSiiiaetiatRil9ht>rammeraiatHYAGLaads � `M. s Y- £Gt�6aih�*at�lSakefvpmeint.ine Y rx r � ,�\ r r lia�Arlin�vn "Jt"Model Fnf - i�?et`snrmy�irzed-_�eyym�yyliczinyy� ; � Detailed Room Loads - Room 4 - WIC #3 (Peak Method) >.�+riiifpA.H:>..:....c..............,.:x.: \i .. .. ........ Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 5.0 ft. System Number: 1 Room Width: 5.0 ft. Zone Number: 1 Area: 25.0 sq.ft. Supply Air: 13 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 3.1 AC/hr Volume: 250.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM RunoutAir: 13 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocdy: 146 ft./min. Percent of Supply: 0 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 5 CFM Actual Loss: 0.026 ft. Actual Summer Infil.: 3 CFM hipn.wg./100 Sp pAyy,. W -Wall-13A-flocs 5 X 10 50 0.143 4.3 215 3.2 0 158 UP-Ceil-I6D-30 5 X 5 25 0.032 1.0 24 1.0 0 24 Floor-22A-pm 5 ft..Per. 5 1.180 35.4 177 0.0 0 0 Subtotals for Structure: 416 0 182 Infil.: Win.: 5.4, Sum.: 3.1 50 3.540 177 1.020 127 51 Ductwork: 0.200 119 0.200 207 47 Room Totals: 712 334 280 Rhunc ikftside�af�1•�4hE�nmmedccattt3lACLaads EGts�ulL�var�t7euefoprirenf,lnc: Persona%cT Sem , thG y' t# el4tl hen A tdadel Z[44.; Detailed Room Loads - Room 5 - WIC #2 (Peak Method) Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 6.0 ft. System Number: 1 Room Width: 5.0 ft. Zone Number: 1 Area: 30.0 sq.ft. Supply Air: 2 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 0.3 AC/hr Volume: 300.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 7 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 75 ft./min. Percent of Supply: 0 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 0 CFM Actual Loss: 0.006 in.wgJ100 ft. Actual Summer Infil.: 0 CFM i I eil-16D-30 6 X 5 30 0.032 1.0 29 1.0 0 29 Floor-22A-pm 11 ft..Per. 11 1.180 35.4 389 0.0 0 0 Subtotals for Structure: 418 0 29 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork: 0.200 84 0.200 207 6 Room Totals: 502 207 35 Detailed Room Loads - Room 6 - WIC #1 (Peak Method) Room Length: 7.0 ft. System Number: 1 Room Width: 7.0 ft. Zone Number: 1 Area: 49.0 sq.ft. Supply Air: 19 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 2.3 AC/hr Volume: 490.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 19 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 212 Umin. Percent of Supply: 0 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 8 CFM Actual Loss: 0.053 in.wgJ100 ft. Actual Summer Infil.: 4 CFM UP-Ceil-16D-30 7 X 7 49 0.032 1.0 47 1.0 0 47 Floor-22A-pm 7 ft..Per. 7 1.180 35.4 248 0.0 0 0 Subtotals for Structure: 595 0 268 Infil.: Win.: 7.5, Sum.: 4.3 70 3.543 248 1.014 178 71 Ductwork: 0.200 169 0.200 207 68 Room Totals: 1,012 385 407 Detailed Room Loads - Room 7 - Mstr Bth (Peak Method) 771 Room Length: 15.0 ft. System Number. 1 Room Width: 10.0 ft. Zone Number: 1 Area: 150.0 sq.ft. Supply Air: 207 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 8.3 AC/hr Volume: 1,500.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 104 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 528 ft./min. Percent of Supply: 0 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 16 CFM Actual Loss: 0.179 in.wgJ100 ft Actual Summer Infil.: 9 CFM W -Wall-13A-4ocs 15 X 10 125 0.143 4.3 536 3.2 0 395 W -GIs-7A-1 shgc-0.65 0%S 25 0.600 18.0 450 124.3 0 3,107 UP-Ceil-1613-30 15 X 10 150 0.032 1.0 144 1.0 0 144 Floor-22A-pm 15 ft..Per. 15 1.180 35.4 531 0.0 0 0 Subtotals for Structure: 1,661 0 3,646 Infil.: Win.:16.1, Sum.: 9.2 150 3.533 530 1.013 382 152 Ductwork: 0.200 438 0.206 207 760 Room Totals: 2,629 1,089 4,558 �RhVaaYi2esldeatrat�3.1yht4bmmtircwfFll/ACLoads � 1:GtesaifwareAetlalcpmenf,lne; Rersanalrzevliiemc� inns �, s � . -�. s � �_ '1,iaaAr�n�vtr�A" M4de(7ni -BtuaF[ � " .Fi"3ti99d :.: ...:..> .....::.:, a ..::a:. ,..:: >;.�..-, .t .,.,:,. r�•a:, ....; Detailed Room Loads - Room 8 - Den (Peak Method) ..nn.. ..........:.0..:.:.:.:.:::::::....... _ �, C...a.,:[an.>..r.............:..>......ra.�::..aa..C..,..o..,..:,.n...n... >.......... <:�:..a:....y. d.<e... . ,::.y.:.... ..., :...a:.: ka.,.::...::.,..:.<.>::<..C:e .V�� Ir..:..:.>...a.....:.,..._...>.:..a;.+..:A.>.,.,......�}.._>:....rx.:..:...._. :. ..... ...>..aay,.,n8,b...;.•�.w.>.. .... m a�V.wra..r..o..<...>".......:.:....... ..�r..�a,. :evyt•.' Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 16.0 ft. System Number: 1 Room Width: 14.0 ft. Zone Number: 1 Area: 224.0 sq.ft. Supply Air: 132 CFM Ceiling Height: 16.0 ft. Supply Air Changes: 2.2 AC/hr Volume: 3,584.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 66 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 485 ft./min. Percent of Supply: 0 % Design Loss: 0.100 in.wgJ100 ft. Actual Winter Infil.: 45 CFM Actual Loss: 0.194 in.wgJ100 ft. Actual Summer Infil.: 26 CFM U. .. .:..:,..,....... N -Wall-13A-4ocs 16 X 10 136 0.143 4.3 583 1.6 0 224 E -Wall-13A-4ocs 12 X 10 120 0.143 4.3 515 0.9 0 110 W -Wall-I3A-flocs 14 X 10 140 0.143 4.3 601 3.2 0 442 N-GIs-1A-hb-oshge-0.52100%S 24 1.080 32.4 778 32.4 0 777 UP-Ceil-1613-30 16 X 14 224 0.032 1.0 215 1.0 0 215 Floor-22A-pm 42 ft..Per. 42 1.180 35.4 1,487 0.0 0 0 Subtotals for Structure: 4,179 0 1,768 Infil.: Win.:45.0, Sum.:25.7 420 3.536 1,485 1.010 1,068 424 Ductwork: 0.200 1,133 0.200 207 484 People: 200 lat/per, 230 sen/per: 1 200 230 Room Totals: 6,797 1,475 2,906 Detailed Room Loads - Room 9 - Mstr Ste (Peak Method) 771 Room Length: 18.0 ft. System Number: 1 Room Width: 16.0 ft. Zone Number: 1 Area: 288.0 sq.ft. Supply Air: 273 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 5.7 AC/hr Volume: 2,880.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 137 CFM Percent of Supply.: 0 % Runout Duct Size: 7 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 512 ft./min. Percent of Supply: 0 % Design Loss: 0.100 in.wgJ100 ft. Actual Winter Infil.: 50 CFM Actual Loss: 0.136 in.wgJ100 ft. Actual Summer Infil.: 29 CFM W -Wall-l3A-flocs 18 X 10 180 0.143 4.3 772 3.2 0 569 SE-Wall-13A-4ocs 11 X 10 90 0.143 4.3 386 1.5 0 139 S -Wall-13A-4ocs 8 X 10 44 0.143 4.3 189 1.0 0 44 SE-GIs-10A-mshga0.5361%S 20 1.670 50.1 1,002 74.1 0 1,482 S-Gls-1A-hb-oshgc-0.5270%S(2) 36 1.080 32.4 1,166 40.9 0 1,472 UP-Ceil-1613-30 18 X 16 288 0.032 1.0 276 1.0 0 276 Floor-22A-pm 47 ft..Per. 47 1.180 35.4 1,664 0.0 0 0 Subtotals for Structure: 5,884 0 4,074 Infil.: Win.: 50.4, Sum.:28.8 470 3.536 1,662 1.011 1,196 475 Ductwork: 0.200 1,509 0.200 207 1,002 PeoDle: 200 latIDer. 230 sen/Der: 2 400 460 Room Totals: 9,055 1,803 6,011' Rhyac� ReS7ttenktal&Li9hkCpmmpzciaikitCAC,oads x,° � 3_. $:;f.Et'its8afttxai�Dauetoprrtent,i�; i�'ye,r�srrne7¢ed $ennr� tns - :. <� '1'�A�ngton "A" iWtadel2n n,f 3 � i � y System 1 Room Load Summary �4f r,:.�y... .._..,.........>._.,>..k. .. �./�((......... �'lC_......_...........>�{...,.r_. .. ...... :...��....{{..,. ,-[.x.:..,.,.<..a,`:ah[x.,...a„mcRi.�'^.:5•<?`::.:::..�."5.ai::'2":: ;:<.::ws..: :...`.; <��f��.+;+B�Rrq': 5 a'. —Zone 1- 1 Toilet 24 452 6 1-4 67 28 707 1 1 2 Hall 112 1,319 17 1-4 196 130 207 6 6 3 Pdr Rm 30 502 7 1-4 75 35 707 2 2 4 WIC #3 25 712 9 1-4 146 280 334 13 13 5 WIC #2 30 502 7 1-4 75 35 207 2 2 6 WIC #1 49 1,012 13 1-4 212 407 385 19 19 7 Mstr Bth 150 2,629 34 2-6 528 4,558 1,089 207 207 8 Den 224 6,797 88 2-5 485 2,906 1,475 132 132 9 Mstr Ste 288 9,055 118 2-7 512 6,011 1,803 273 273 System 1 total 932 22,980 299 14,390 6,914 655 655 System 1 Main Trunk Size: 10x12 in. Velocity: 834 ftJmin Loss per 100 ft.: 0.123 in.wg . !'.r,Y ip ..:<.y'.. R.; �) .:>...n;:.u.✓�... .. :., vN....:.<..... AM!4'./A:...y...... .......:.<>,:<.�.,f. 3. ., ..\, k:, :.>:574i1�i'i Net Required: 1.78 68%/32% 14,390 6,914 21,304 .. ......................: .:::: y.;':::::.:::.:::..::::.:: i: R,>ii!"' e:;;.<c,::.•r.,'ccfp::[<.`:::..,:w:<.:.u,:�:w[s:;:.'<:u.c[.:n y.,;k;.::...::f':<.:>,n:....i:R.:.>ini>: �:..a::e a":T:•::,ia>; .:u>:.Lf:.i:f.,_f, rix�iJ^::'O:Sai: diCu.. ,F: ..n...>:'�Fs Heating System Cooling System Type: Model: Brand: Efficiency: Sound: Capacity: Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh The Arlington Mod.A - Zn2 HVAC Load Calculations for Prepared By: Jose Nisair Air Conditioning 1501 Decker Avenue - D404 Stuart, R 34994 772-283-0904 Tuesday, August 31, 2004 Project Report Project Title: Project Date: Company Name: Company Representative: Company Address: Company City: Company Phone: The Arlington Mod.A - Zn2 Thursday, April 22, 2004 Nisair Air Conditioning Jose 1501 Decker Avenue - D404 Stuart, FI 34994 772-283-0904 Daily Temperature Range: Medium Latitude: 27 Degrees Elevation: 25 ft. Altitude Factor: 0.999 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Dry Bulb Wet Bulb Rel.Hum Winter: 42 0 0 Summer: 90 78 50 Total Building Supply CFM: 1,634 Square ft. of Room Area: 2,070 Indoor Dry Bulb 72 75 Grains Difference 0 61 CFM Per Square ft.: Square ft. Per Ton: 532 I otal Heating Required With Outside Air: 48,754 Btuh 48.754 MBH Total Sensible Gain: 35,909 Btuh 77 % Total Latent Gain: 10,739 Btuh 23 % Total Cooling Required With Outside Air: 46,648 Btuh 3.89 Tons (Based On Sensible + Latent) . ................ e'.:<.iw:<..e>:.::.....y. ..a.:..e.. vim..: .. ....... _... �:e.'a. .'<::i�:>kpy^:^::i'�:.y:...:.....�r..::..y _. .a. r? �pW,.pr..::>::>:<.>5.'. _i:Da.............w.a...:....w .. � •.^ Y'aw...cn :..<:ii':..R.:..c <>:1.>w?.....x<.. �;x:�.Zan.. .. ... ....._<.a.�....n Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary Be sure to select a unit that meets both sensible and latent loads. Miscellaneous Report Summer: 90 78 50 75 61.09 Use.Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wgJ100 ft. Minimum Velocity: 650 ft./min 450 Umin Maximum Velocity: 900 Umin 750 ft./min Minimum Height: 0 in. 0 in. Mabmum Height: 0 in. 0 in. Infiltration: 0.700 ACRv 0.400 AC/hr Volume of Conditioned Space: X 23002 Cu.ft. X 23002 Cu.ft. 16,101 Cu.ft./hr 9,201 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 268 CFM 153 CFM Total Building Ventilation: 0 CFM 0 CFM —System 1— Infiltration & Ventilation Sensible Gain Multiplier: 16.49 = (1.10 X 0.999 X 15.00 Summer Temp. Difference) infiltration & Ventilation Latent Gain Multiplier: 41.50 = (0.68 X 0.999 X 61.09 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 32.97 = (1.10 X 0.999 X 30.00 Winter Temp. Difference) Load Preview Report 48, Zone 2,070 35,909 10,739 46,648 48,754 634 1,634 1,634 1-Din 204 2,047 508 2,555 3,419 44 93 93 16 2-Bdrm #3 168 3,518 640 4,158 2,624 34 160 160 1-8 3-Laundry 94 955 1,724 2,679 2,350 31 43 43 1-4 4-Bdrm#2 156 1,998 949 2,947 3,764 49 91 91 1-6 5-WIC #2 36 42 41 83 552 7 2 2 1-4 6-Bth #2 60 70 541 611 749 10 3 3 1-4 7-WIC #3 35 41 41 82 551 7 2 2 1-4 8-Bth#3 72 1,218 940 2,158 2,041 27 55 55 1-4 9-Brk 125 2,666 593 3,259 4,073 53 121 121 1-7 10-Hall 124 143 41 184 3,116 41 7 7 1-4 11-Foyer 112 5,077 466 5,543 4,838 63 231 231 2-6 12-Fam Rm 320 13,565 1,868 15,433 13,820 180 617 617 4-7 13-Liv Rm 390 2,444 636 3,080 4,115 53 111 111 1-6 14-Kitchen 174 2,125 1,751 3,876 2,742 36 97 97 1-6 absoming, metal trame with break, ground reflectance = 0.32, outdoor insect screen with 50% coverage, dark color drapes with loose weave with 25% coverage 10A-m: Glazing -French door, single pane clear glass, 68 3,406 0 4,256 4,256 metal frame no break, ground reflectance = 0.32, dark color drapes with loose weave with 25% coverage 1A-hb-o: Glazing -Single pane, operable window, heat- 181 5,865 0 9,916 9,916 absorbing, metal frame with break, ground reflectance = 0.32, dark color drapes with loose weave with 25% coverage 1A-hb-o: Glazing -Single pane, operable window, heat- 5 162 0 165 165 absorbing, metal frame with break, ground reflectance = 0.32, dark color drapes with loose weave with 100% coverage 11D: Door -Solid Core 17 199 0 172 172 13A-4ocs: Wall -Block, board insulation only, R-4 board 1297 5,563 0 2,223 2,223 insulation, open core, siding finish 12B-Osw: Wall -Frame, R-11 insulation in 2 x 4 stud cavity, 82.9 242 0 151 151 no board insulation, siding finish, wood studs 16D-30: Roof/Ceiling-Under attic or knee wall, Vented 2069 1,988 0 1,988 1,988 Attic, No Radiant Barrier, Dark Tile, Slate or Concrete, R-30insulation 22A-pm: Floor -Slab on grade, No edge insulation, no 271 9,594 0 0 0 insulation below floor, any floor cover, passive, heavy Subtotals for structure: 31,780 0 26,936 26,936 People: 2 400 460 860 Equipment: 3,400 0 3,400 Lighting: 0 0 0 Ductwork: 8,125 574 5,984 6,558 Infiltration: Winter CFM: 268, Summer CFM:153 8,849 6,365 2,529 8,894 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Total Building Load Totals: 48,754 10,739 35,909 46,648 i mai tsuuamg juppiy CrM: 1,634 (4.3 AC/hr) CFM Per Square ft.: 0.789 Square ft. of Room Area: 2,070 Square ft. Per Ton: 532 Total Heating Required With Outside Air: 48,754 Btuh 48.754 MBH Total Sensible Gain: 35,909 Btuh 77 % Total Latent Gain: 10,739 Btuh 23 % Total Cooling Required With Outside Air: 46,648 Btuh 3.89 Tons (Based On Sensible + Latent) Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Rhvac�Resitleotial&L1gbtGommererat`HVttCC,aads r..� i EGteSathvaist7earefapmenf�in P`ersQnat¢el'�ervieetno. .�� t 4i .. The/4rlmgtnnN&uili 2h�' ,,. ri System 9 Arlington Zn2 Summary Loads (Peak Method) ... 'n.: :v..: n,, .: ..:.v..n.•: n:. ... .. \m['<.�.:....\n ..4...wC.:.: c:[.»i:1 ..... \..w..\.. x<.... a...>....... > ....... v:....an ... 2:>:i3: ...::2:>v<>wn>,>:<.,ua..::..... :...,.>:.::.>::..::........ .......:...... >.'.:".`,::.:e�<'x>:x<b>'y.::'<..:"•C'C:x.>'..<.yi..n.o,...<>:.,:o,>aa>:axs>,:avh..< .;: .._.....,. ..x... :a:.»:<x.>.>:: .\�:.:i u`:.'):::::':.':`:< ::n..>�ryy..>.:.g:.. `:....x:....:..:>.:... :. ?&a. �;�.�: a .. .. .,. ..C..:.....:: :.....:.e.... xC x.... .. ...a...�. .A.Xl ... .. ...... ... y ....2 vv......::`<y...,:a!:::.):FN>A:3i'.>"v'.Yp ,:..,>.v: :.: .\a:..i.C.,....._.C:.:C:. ,`.>..y.\F:..0.....:......... .\.:...xn?.;`.q. .n.n+......�. n......a ,.. ..:... a: ...`>..C.: 1A-hb-o: Glazing -Single pane, operable window, heat- 147 4,761 0 8,065 8,065 absorbing, metal frame with break, ground reflectance = 0.32, outdoor insect screen with 50% coverage, dark color drapes with loose weave with 25% coverage 10A-m: Glazing -French door, single pane clear glass, 68 3,406 0 4,256 4,256 metal frame no break, ground reflectance = 0.32, dark color drapes with loose weave with 25% coverage 1A-hb-o: Glazing -Single pane, operable window, heat- 181 5,865 0 9,916 9,916 absorbing, metal frame with break, ground reflectance = 0.32, dark color drapes with loose weave with 25% coverage IA-hb-o: Glazing -Single pane, operable window, heat- 5 162 0 165 165 absorbing, metal frame with break, ground reflectance = 0.32, dark color drapes with loose weave with 100% coverage 11 D: Door -Solid Core 17 199 0 172 172 13A-4ocs: Wall -Block, board insulation only, R-f board 1297 5,563 0 2,223 2,223 insulation, open core, siding finish 12B-Osw: Wall -Frame, R-11 insulation in 2 x 4 stud cavity, 82.9 242 0 151 151 no board insulation, siding finish, wood studs 16D30: Roof/Ceiling-Under attic or knee wall, Vented 2069 1,988 0 1,988 1,988 Attic, No Radiant Barrier, Dark Tile, Slate or Concrete, R-30 insulation 22A-pm: Floor -Slab on grade, No edge insulation, no 271 9,594 0 0 0 insulation below floor, any floor cover, passive, heavy dry or light wet soil ' Subtotals for structure: 31,780 0 26,936 26,936 People: 2 400 460 860 Equipment: 3,400 0 3,400 Lighting: 0 0 0 Ductwork: 8,125 574 5,984 6,558 Infiltration: Winter CFM: 268, Summer CFM:153 8,849 6,365 2,529 8,894 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 System 1 Arlington Zn2 Load Totals: 48,754 10,739 35,909 46,648 o.:>:.>:::.:....:2:2%:i>1:%.C"':,r,:y.<..xc9>ix.:x;:.::�.:.�+.y:::is��.n.:::...,>.:.»xo3>:<>:.......:i::':::::. . ��?ry.. �.,�{�., ... ........,.. .n....o...u.......x.a....... .. ).� ...:.....x........,...........:.>..:........:...y,:._:x:.:.:ii:.r..<?:iy>:?Sti:�>.i. a<.,;:...<:.::>'::.S.: n..:.,..c. x.......... ............_........_.m.<.».v..:p.»,:.:::.v....n.:::,..,v.,::.v:.ox:..y..>:..R[xx.,xn..::.......»>,:ex.::>loxxa...\n..nm..:..:.�.:...:.:.:^\:.>yrr>:,`3':'r,:°:<a?Fi Supply CFM: 1,634 (4.3 AC/hr) CFM Per Square ft.: 0.789 Square ft. of Room Area: 2,070 Square it Per Ton: 532 >..;. :::f::\:s::rs!«:i;r+:��z-:<.«.a,>c>::s!z::[i:!:aax:,.x: _.. _..Alit_fttar�S........2......_c!nx_a.c.........., e[u. ,....a.:.tt:.........:<:..:..::....:....::..>:.,.... >">.i:::::::0::;:><a,:.. ...___...._........x..................................:. x[..x.:u,a,.,...... .a:'><:„»:[>,.,?:iris':»..,_:.... �?.a<:>„`�^gii>:S:i�:��F.,><.,: Total Heating Required With Outside Air: 48,754 Btuh 48.754 MBH Total Sensible Gain: 35,909 Btuh 77 % Total Latent Gain: 10,739 Btuh 23 % Total Cooling Required With Outside Air: 46,648 Btuh 3.89 Tons (Based On Sensible + Latent) .........._x.>x:..>:>n::..i..>.....a.:.c....,..a...::<.:.....::.._.......:....r......._.,.o...>].i:.>k:;`.:xC>:r,.:!Y:Y�A`:f:>:> Calculations are based on 8th edition of ACCA Manual J. :.....:.........:.._..r:..:.n..;:;u::.<::.>.,..,: rv:[n<::.:�[ All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. R'est�yid�e,�nt�iaTyB.ltgErt CommeitwI HYAC €, '.' �. ,< � Hte af�h{x.arXfiv. eEv�py,N.itenf„Inay ytlhuao O... ....... System 9, Zone 2 Summary Loads (Peak Method) €sue Q�a �•..,.,.._t.;:�>;;,,»:�:,.a::<:z::�,rt::4.<,.�.,• ,.,1h:�::~, ;._:r�z3�• ,..c>?>e4:3��.,.. ....,,.. ..,..: a .... .... .... ..... .. ..... ...... .. .........:::>»:max,., ... ...... .....a.,...... ..., „ ....tea..,u:a,,...._.o_...a..:::.C..,_:<.,..:,:..,..,a:.,4>.,,..:, 1A-hb-o: Glazing -Single pane, operable window, heat- 147 4,761 0 8,065 8,065 absorbing, metal frame with break, ground reflectance = 0.32, outdoor insect screen with 50% coverage, dark color drapes with loose weave with 25% coverage 10A-m: Glazing -French door, single pane clear glass, 68 3,406 0 4,256 4,256 metal frame no break, ground reflectance = 0.32, dark color drapes with loose weave with 25% coverage 1A-hb-o: Glazing -Single pane, operable window, heat- 181 5,865 0 9,916 9,916 absorbing, metal frame with break, ground reflectance = 0.32, dark color drapes with loose weave with 25% coverage IA-hb-o: Glazing -Single pane, operable window, heat- 5 162 0 165 165 absorbing, metal frame with break, ground reflectance = 0.32, dark color drapes with loose weave with 100% coverage 11D: Door -Solid Core 17 199 0 172 172 13A-4ocs: Wall -Block, board insulation only, R-4 board 1297 5,563 0 2,223 2,223 insulation, open core, siding finish 12B-Osw: Wall -Frame, R-11 insulation in 2 x 4 stud cavity, 82.9 242 0 151 151 no board insulation, siding finish, wood studs 16D-30: Roof/Ceiling-Under attic or knee wall, Vented 2069 1,988 0 1,988 1,988 Attic, No Radiant Barrier, Dark Tile, Slate or Concrete, R-30 insulation 22A-pm: Floor -Slab on grade, No edge insulation, no 271 9,594 0 0 0 insulation below floor, any floor cover, passive, heavy dry or light wet soil Subtotals for structure: 31,780 0 26,936 26,936 People: 2 400 460 860 Equipment: 3,400 0 3,400 Lighting: 0 0 0 Ductwork: 8,125 574 5,984 6,558 Infiltration: Winter CFM: 268, Summer CFM:153 8,849 6,365 2,529 8,894 System 1, Zone 2 Load Totals: 48,754 10,739 35,909 46,648 O Supply CFM: 1,634 (4.3 AC/hr) CFM Per Square ft.: 0.789 Square ft. of Room Area: 2,070 Square fL Per Ton: 532 M»'. Total Heating Required: 48,754 Btuh 48.754 MBH Total Sensible Gain: 35,909 Btuh 77 % Total Latent Gain: 10,739 Btuh 23 % Total Cooling Required: 46,648 Btuh 3.89 Tons (Based On Sensible + Latent) ..,.5 ....... ........ v.....,:.,>.:. :...,.s.,.,.......w:3..: ;:,......... .. .... .....a..... .w... ,.:<,..,.,.. .......::;:::s';:,:.:r>'.<::;:i4.yt:3:::,.>,:.:«..,:x:.;4. •�: e�n...... ,.. :4:.,e.......,2.�,>.a<..>:e.:....:...:.:.:>:»..:...y<...y,:...:.<,..,..4;"4>,.'.w.: ,<,......,.::.,..;r,..%.y.... u:.>::.:..>'\�ity.:. "w. Z:;a:.p .....a...,.`.. •:. ...»a...:..,ua...,.... „c M, ,. 4 ._.:.Q n, ., ,, .,. r.-0', p.:v:..:r: <f .... ........ ."..,, ,, ..._ ... .._.<.... ...,.p... .._._..,.ate.......,:.,<. >::. Calculations are based on 8th edition of ACCA Manual J. <..:.a:..>".;f.: : "QawM All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. 14itxac Rssidenfial &.1, KCommerc�al H1tACf Dads EI�tsSabt»are AeYet4pment,lnc !E[SGt�rt2fiti2MilfylC... M '. x 'if18Xili@3�f031Y1'i0tl;/i. r x":.. - .� .r(7i Detailed Room Loads - Room 9 - Din (Peak Method) tea! ,..:< Calculation Mode: Htg. & clg. Occurrences 1 Room Length: 17.0 ft. System Number: 1 Room Width: 12.0 ft. Zone Number: 2 Area: 204.0 sq.ft. Supply Air: 93 CFM Ceiling Height: 11.0 ft. Supply Air Changes: 2.5 AC/hr Volume: 2,244.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual'Winter Vent.: 0 CFM Runout Air: 93 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 474 ft./min. Percent of Supply: 0 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 20 CFM Actual Loss: 0.144 in.wg./100 ft. Actual Summer Infil.: 11 CFM .r "r.. ice` w'S+'\.C' '.. ,�.}\ \..�s�yaytl��,{R�p� a f Z .VV##. ��I��f� .. .//.++{yyn''j�jyy� � ••�{{ih ff(�M('yyyyAjnppF: N -Wall-13A-4ocs 12 X 11 96 0.143 4.3 412 1.6 0 158 N-GIs-1A-hb-oshg".52100%S 36 1.080 32.4 1,166 32.4 0 1,166 (2) UP-Ceil-1613-30 17 X 12 204 0.032 1.0 196 1.0 0 196 Floor-22A-pm 12 ft..Per. 12 1.180 35.4 425 0.0 0 0 Subtotals for Structure: 2,199 0 1,520 Infil.: Win.: 19.7, Sum.: 11.3 132 4.924 650 1.409 467 186 Ductwork: 0.200 570 0.200 41 341 Room Totals: 3,419 508 2,047 Rhuae Residerrtlal"�iightc�nmmercblHVA,�1.dacts \:� � , i. ;.a. `EBta��fi�arai7evefaFina�r#sc; Fersanalpndiervi�fnc, ,_ram � -: ,dry � � r r xx<` 1'heltHkJglorrMed.A 2ars2 Detailed Room Loads - Room 2 - Bdrm #3 (Peak Method) Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 14.0 ft. System Number. 1 Room Width: 12.0 ft. Zone Number: 2 Area: 168.0 sq.ft. Supply Air. 160 CFM Ceiling Height: 9.4 ft. Supply Air Changes: 6.1 AC/hr Volume: 1,579.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 160 CFM Percent of Supply.: 0 % Runout Duct Size: 8 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 459 ft./min. Percent of Supply: 0 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 17 CFM Actual Loss: 0.091 in.wg./100 ft. Actual Summer Infil.: 10 CFM _��.��.[�].. ../.�..�.y......_..........,...:.arm.....„....,,.... ...,..a.;.�J... ,..<....�,... ._.::.... .,. �9it....:.,. a�:.::• . c!i/.. ., ;. :\. ... d1gL. a... �.. nn. Ch: w•t+!wS�°""`°'' ...�'u'3<�i2J':4p.4Fl�irx<.�i;>S '.N�)Et E -Wall-I3A-flocs 12 X 9.4 92.8 0.143 4.3 398 0.9 0 85 E -GIs-IA-hb-o shge-0.52 0%S 20 1.080 32.4 648 114.9 0 2,297 UP-Ceit-1613-30 14 X 12 168 0.032 1.0 161 1.0 0 161 Floor-22A-pm 12 ft..Per. 12 1.180 35.4 425 0.0 0 0 Subtotals for Structure: 1,632 0 2,543 Infil.: Win.: 16.8, Sum.: 9.6 113 4.920 555 1.410 399 159 Ductwork: 0.200 437 0.200 41 586 People: 200 lat/per, 230 sen/per: 1 200 230 Room Totals: 2,624 640 3,518 RhuaF Rasrdeatia7&L�ghC�mmeraratEN,fiCLaads' EGte�oihxazeDasreftr�me�aAal� Personel¢zd 5emt�rnm t � 't't�:Krim oxt Mds1.;3 2 Detailed Room Loads - Room 3 - Laundry (Peak Method) �.......F...,.,..:.w,:<'..•.::..y.....:.o.:«.>:e»:.v :3;_: •ate? °>.:»M> ...:.e...,„:.� Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 11.0 ft. System Number. 1 Room Width: 8.5 ft. Zone Number: 2 Area: 94.0 sq.ft. Supply Air: 43 CFM Ceiling Height: 9.4 ft. Supply Air Changes: 3.0 AC/hr Volume: 879.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 43 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 498 Umin. Percent of Supply: 0 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 20 CFM Actual Loss: 0.280 in.wgJ100 ft. Actual Summer Infil.: 12 CFM .............. .... ::::..:.........:..::. it ,......e:. a.; ..:. ;e: ..:.,.. ..,.:.:..;.�:,a>e:...:.y;:«.:::::;;::&>....,...::.,a::,:::>:2J>:�.a>.y.e,..�jye..:,».:,>,;:»:>.::..>..,..< ......2........:>:...,::...,......... . ............. ..... .. ...... ..w,:.o.:>sx., .............,...,.............,.<...,,......x...,..>..::.. . '.. :o :.:.;,.:>.<»>: : PF.F.4kt: ..,...a....•.�.�e i4!/:R:s>;:::a��z^�)t`<:.. W -Wall-I3A-flocs 11 X 9.4 86.4 0.143 4.3 371 3.2 0 273 S -Wall-126-0sw 3.5 X 9.4 32.9 0.097 2.9 96 2.1 0 69 W -Door-11 D 2.5 X 6.8 17 0.390 11.7 199 10.1 0 172 LIP-Ceil-16D-30 11 X 8.5 93.5 0.032 1.0 90 1.0 0 90 Floor-22A-pm 15 ft..Per. 15 1.180 35.4 531 0.0 0 0 Subtotals for Structure: 1,287 0 604 Infil.: Win.: 20.3, Sum.: 11.6 136 4.923 671 1.409 483 192 Ductwork: 0.200 392 0.200 41 159 Equipment: 1,200 0 Room Totals: 2,350 1,724 955 Detailed Room Loads-- Room 4 - Bdrm #2 (Peak Method) Room Length: 13.0 ft. System Number: 1 Room Width: 12.0 ft. Zone Number: 2 Area: 156.0 sq.ft. Supply Air: 91 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 3.5 AC/hr Volume: 1,560.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air. 91 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 463 ft./min. Percent of Supply: 0 % Design Loss: 0.100 in.wgA00 ft. Actual Winter, Infil.: 30 CFM Actual Loss: 0.138 in.wg./100 ft. Actual Summer Infil.: 17 CFM N -Wall-1213-Osw 5 X 10 50 0.097 2.9 146 1.6 0 82 W -Wall-13A-4ocs 8 X 10 80 0.143 4.3 343 3.2 0 253 N -GIs-1A-hb-o shgc-0.52100%S 18 1.080 32.4 583 32.4 0 583 UP-Ceil-16D-3013 X 12 156 0.032 1.0 150 1.0 0 150 Floor-22A-pm 20 ft..Per. 20 1.180 35.4 708 0.0 0 0 Subtotals for Structure: 2,153 0 1,154 Infil.: Win.:29.9, Sum.: 17.1 200 4.920 984 1.405 708 281 Ductwork: 0.200 627 0.200 41 333 People: 200 lat/per, 230 sen/per: 1 200 230 Room Totals: 3,764 949 1,998 i$hvac itesideaiiai8�lagnt�ummercialHSIACLoads � :: ss� � : yt'fite�aitixarsOeuefopme�.lr�' t?L+�nflili2fi��EMCC iiIL"_.<< � �.... '- sv Ert^'c r- _ C:.: br �ff2riTl&7Jr01'1 f4klti;t�.i�rf�: Detailed Room Loads - Room 5 - WIC #2 (Peak Method) ...............:. ��all......a,.a..Ga,o...,,., ... _,...n ....\a,.. ., _,... n....,,,...,.a ..,...., n..., i.n,,, \1..::..aw.v...:...a..:.. �.:...... .... .....,�..:,w:'cab:,,....n$S,><:S:%kF✓Yi:'a,`.`•:r::,ou�,:nr\\'..i+::.'<<1j 'v�.: Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 6.0 ft. System Number. 1 Room Width: 6.0 ft. Zone Number: 2 Area: 36.0 sq.ft. Supply Air: 2 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 0.3 AC/hr Volume: 360.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 7 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 82 ft./min. Percent of Supply: 0 % Design Lass: 0.100 in.wg./100 ft. Actual Winter Infil.: 0 CFM Actual Loss: 0.008 in.wg./100 ft. Actual Summer Infil.: 0 CFM £ . .. ,n,,:::y.>::.'<:.."sue':?....... UP-Ceil-I6D-30 6 X 6 36 0.032 1.0 35 1.0 0 35 Floor-22A-pm 12 ft..Per. 12 1.180 35.4 425 0.0 0 0 Subtotals for Structure: 460 0 35 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork: 0.200 92 0.200 41 7 Room Totals: 552 41 42 Room Length: 10.0 ft. System Number. 1 Room Width: 6.0 ft. Zone Number: 2 Area: 60.0 sq.ft. Supply Air: 3 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 0.3 AC/hr Volume: 600.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 10 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 112 Umin. Percent of Supply: 0 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 0 CFM Actual Loss: 0.013 in.wg./100 ft. Actual Summer Infil.: 0 CFM Floor-22A-pm 16 It -Per. 16 1.180 35.4 566 0.0 0 0 Subtotals for Structure: 624 0 58 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork: 0.200 125 0.200 41 12 Equipment: 500 0 Room Totals: 749 541 70 i2hxac iisS3dknkiaT�ligbkt�mmeYeiatNVA>;ivads k ti 'E[iteaafhvaratYaue7r�Fmenfrinc: Persr�nalrteil8ervree fib.. k :i""" - : : r K � ' i � 'T'heltriittgtort"Aifotl:A; irs2 . . Detailed Room Loads - Room 7 - WIC #3 (Peak Method) ..A a .:. ... .,ns � .., .._.. n, ....... ...n......... ..v.[... :... ... n..... nv r.. _:... ...:.e9.. .\.':i >.tivv. V�.Pi.�.:....v......,...a..,.....A<:....1�..u>:...:.,.... .... F.a a......,..a.:.... .. ..... ...u,....... .i..,.v..n. .... ... ,.:...: ..<i.. Calculation Mode: ..ua... Htg. & clg. Occurrences: 1 Room Length: 7.0 ft. System Number: 1 Room Width: 5.0 ft. Zone Number: 2 Area: 35.0 sq.ft. Supply Air. 2 CFM Ceiling Height: 9.4 ft. Supply Air Changes: 0.3 AC/hr Volume: 329.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 7 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent: 0 CFM Runout Air Velocity: 82 Urnin. Percent of Supply: 0 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 0 CFM Actual Loss: 0.008 in.wgJ100 ft. Actual Summer Infil.: 0 CFM J'�#.inne.n.: _>.a...o.: di»:as <;e:<. .. .. .........._...... .. ....::.'......:.' � �. ., ... .. '. .....x .�'�'> R.:..u;. ..... ...>..,...,.....:-...»,....,�.. .,.,...a.\wipe.. . ,e.......v ♦::.:.....................�:n; .:e..:.r........ ... o....u... .. .... .n:..v n.n....:..v«........w.<..v,:.e.:.........>..a.n :.. Ti>¢ad.: • ....._.w:, :.:,.. .�«.:ee.:<.ea,.umxac.:n. ..".t n....,. k . ... n ..n...... ... ....a;.a>: a...,n...........i....;...<..::.»,.:<...:'<..... ,;.>)x::.>\a„b`<»)>ka: �:i:..a:y.i>. 'k n.... e., .[... :.....a:<.>'.:.;'...,> s y� p C:fu[ ,�M.W. ..... n..c..nw........ ..e.. .. .. ... n.. ..e..w.. , , .R.n a . .: �. v. n:...... UP-Ceil-1613-30 7 X 5 35 0.032 1.0 34 1.0 0 34 Floor-22A-pm 12 ft..Per. 12 1.180 35.4 425 0.0 0 0 Subtotals for Structure: 459 0 34 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork: 0.200 92 0.200 41 7 Room Totals: 551 41 41 yRlteacY,ReJsidentlal &�3�yhtlo Grad EIVAM Dads r :. Efts 5c+lf�Y'a[yye�t7aueFv��Pyym�yyenf.3ira iw:,E,�irS.Og1IWfy1YQ�1;p8ennnelnc �> l Y .-..113Nlffi�t�ri"bRi}l.x _ y.. �....'.. Detailed Room Loads - Room 8 - Bth #3 (Peak Method) Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 12.0 ft. System Number. 1 Room Width: 6.0 ft. Zone Number: 2 Area: 72.0 sq.ft. Supply Air: 55 CFM Ceiling Height: 9.4 ft. Supply Air Changes: 4.9 AC/hr Volume: 677.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM RunoutAir. 55 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 635 ft./min. Percent of Supply: 0 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 17 CFM Loss: 0.453 iiinn.wg./100 ft. Actual Summer Infil.: 10 CFM �Actual •x: �: <.' ...,.... �%�.. .,¢.r w. ��. .: ..<.: ��. .iYl'.«.;' ' - W.7::..T ,:....s <1r# � t .. '.4A.. rt ? 3.>.. ;'�'it E -Wall-l3A-flocs 12 X 9.4 106.8 0.143 4.3 458 0.9 0 98 E -GIs-1A hb-o shgc-0.52 0%S 6 1.080 32.4 194 114.8 0 689 UP-Ceil-16D-30 12 X 6 72 0.032 1.0 69 1.0 0 69 Floor-22A-pm 12 ft..Per. 12 1.180 35.4 425 0.0 0 0 Subtotals for Structure: 1,146 0 856 Infil.: Win.: 16.8, Sum.: 9.6 113 4.920 555 1.410 399 159 Ductwork: 0.200 340 0.200 41 203 Equipment: 500 0 Room Totals: 2,041 940 1,218 ?huac Rasar7eaEial�LigbtC�ripnesar...... Eva EGEaBofltYar$13euetopma . ac' ;i?ers�nalr�i?d,+,3enneel"nc: _ "The kseisaglon3u%d:A Zn� Detailed Room Loads - Room 9 - Brk (Peak Method) Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 12.5 ft. System Number: 1 Room Width: 10.0 ft. Zone Number: 2 Area: 125.0 sq.ft. Supply Air: 121 CFM Ceiling Height: 12.0 ft. Supply Air Changes: 4.9 AC/hr Volume: 1,500.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 121 CFM Percent of Supply.: 0 % Runout Duct Size: 7 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 454 ft./min. Percent of Supply: 0 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 23 CFM Actual Loss: 0.107 in.wg./100 ft. Actual Summer Infil.: 13 CFM �... �>�a:�.A�`uuJt.i ✓.S'.: vi. �i.' M? tn'�e 4�:� ��?t�� . a. -,,.....may<. ._... ......... .. Qr}Sv ,.r....'.: W -Wall-13A-flocs 8 X 12 68 0.143 4.3 292 3.2 0 215 SW-Wall-I3A-flocs 5 X 12 39 0.143 4.3 167 2.1 0 81 W -GIs-1A-hb-o shgc-0.52 1 00%S 28 1.080 32.4 907 32.4 0 907 SW-GIs-1A-hb-o shgc-0.52 100%S 21 1.080 32.4 680 32.4 0 680 UP-Ceil-I6D-30 12.5 X 10 125 0.032 1.0 120 1.0 0 120 Floor-22A-pm 13 ft..Per. 13 1.180 35.4 460 0.0 0 0 Subtotals for Structure: 2,626 0 2,003 Infil.: Win.: 23.3, Sum.: 13.3 156 4.923 768 1.404 552 219 Ductwork: 0.200 679 0200 41 444 Room Totals: 4,073 593 2,666 :Rttvao R`eJside,AtiatS,�itgEti£ommetCiaiFljTA,CCaads r:.. :.. _ ; �,EHfs6oJbxacy�ys�,{�{lsiik►o��lyyr��it��if.�iynayy <Nlt>BTI GL`..J.@'tTYLfCT...-.'.. .'fi......vv ui.. x. ,.:....<... :,...✓..,�.ryY .' >> A S Detailed Room Loads - Room 10 - Hall (Peak Method) ':.:ooP.7iil..,,,,......,..,.v„a:::.........»:.:«.>..>....:: �.vv.,..a>.::..,:..>....,.,:.a.-,.:,..,...,....:.::..,.,x.>.:<»as>•k:>:Ys>'[:.,>,.<......>.. ,.r........:.:.....<.,.,.: a,:,.,}.,,.,..>,:.:<..c:..�:a,:...,. _...., :..:..:a, ..,..:...>..<»:..,>..:•a 3.:a:[:: Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 31.0 ft. System Number: 1 Room Width: 4.0 ft. Zone Number: 2 Area: 124.0 sq.ft. Supply Air: 7 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 0.4 AC/hr Volume: 992.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 41 CFM Percent of Supply.: 0 % Runout Duct Size: — 4 in. - — Actual Summer Vent.: 0 CFM Runout Air Velocity: 464 Umin. Percent of Supply: 0 % Design Loss: 0.100 in.wgJ100 ft. Actual Winter Infil.: 0 CFM Actual Loss: 0.210 in.wg./100 ft. Actual Summer Infil.: 0 CFM x . ,,,.... v...._ ..>. .......v..a......a........ ....... ..............a ,... :TV.Y;...i. ., ........ .. ..t ...} >: :.aa.,a..<.,a.. ....:..o ,u v. V........ :... .. _.? .v, .._v .........,�,...v,.. ..v, ...«..a....v.a ....,.:.. ...5:....n.... .. Q ...R .....v.. :c. e yy}}j'�y }.;G`a>.�Y::.:::.n>> UP-Ceil-16D30 31 X 4 124 0.032 1.0 119 1.0 0 119 Floor-22A-pm 70 ft..Per. 70 1.180 35.4 2,478 0.0 0 0 Subtotals for Structure: 2,597 0 119 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork: 0.200 519 0.200 41 24 Room Totals: 3,116 41 143 i§tlVdR RBS dw`-rl I�&U'hlFe,.91 wNfi id(M/t4'w-Lk1- 'fSgx..It@uRR51Tdr%- 6Y8ttifllli'3r1('F�flft: Persar�elizEdlenAc�'fne.. ThekUmgiort14ar1.A 2etL � ..., Detailed Room Loads - Room 19 - Foyer (Peak Method) v:DiiS`::::vGx Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 14.0 ft. System Number: 1 Room Width: 8.0 ft.. Zone Number: 2 Area: 112.0 sq.ft. Supply Air: 231 CFM Ceiling Height: 15.0 ft. Supply Air Changes: 8.2 AC/hr Volume: 1,680.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM RunoutAir: 115 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 588 ft./min. Percent of Supply: 0 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 18 CFM Actual Loss: 0.221 in.wg./100 ft. Actual Summer Infil.: 10 CFM Oro..:.... , .:n. ....::..:..:.x[.n... Gay }}�� RnF.F.:: �....::::..�r...a....la.Y..... ...:.: ....'::.e...a >..5._x�, ...........> >.>.>.tiXX... ...::.... :.._...........:.... ::.....: :Z:n:u...:..![...m ::.:...!.. ..........:.:.:,,...:S:n:..,..._... ......-.... ....._..a..';:�`''>:.oar[n,<!!;!!!!!.>:;:::`::BZJ..r.>.».:.:::a.+yi.,.::.:.:i.......:....>.:.:.::.::...<.v::. :8»....,,.., .:>en:as:<•uw::^.»...:....:.x�.x..w:.....,..:... "!`::..>e:.e... ...::...:.:.x.>:.... x..lx.. W -WaIM 3A-4ocs 8 X 15 60 0.143 4.3 257 3.2 0 190 W -GIs-IDA-m shgc-0.53 76%S (2) 48 1.670 50.1 2,404 69.4 0 3,332 W -GIs-IA-hb-o shgc-0.52 1 00%S 12 1.080 32.4 389 36.0 0 432 UP-Ceil-16D-30 14 X 8 112 0.032 1.0 108 1.0 0 108 Floor-22A-pm 8 ft..Per. 8 1.180 35.4 283 0.0 0 0 Subtotals for Structure: 3,441 0 4,062 Infil.: Win.: 17.9, Sum.: 10.2 120 4.925 591 1.408 425 169 Ductwork: 0.200 806 0.200 41 846 Room Totals: 4,838 466 5,077 udc ResTaeutlalirght£�mmeseiuC#3r11t LaaasyteSonwaiaAavelssPmsii.ttic Pe2soraet¢a... - : In �i3�1994:�a Detailed Room Loads - Room 12 - Fam Rm (Peak Method) .17ri. i. ,,,:n...n... . ........._.........n .. .. . SC!!lM...<:. ... .�»......_ .. v.n....... ..................._........ .>..... .:... ,....n.....;.... q..........n. \.. :a..v..>:n,..o :.n..,,..,., .... v..o.....,.......: .:>:> u..<n.: :.:..:. s'.«.:<>„ ' n>,;:. ✓:. ....... ...a: Calculation Mode: _.,_... ..............._un .... .. Mg. & clg. Occurrences: 1 Room Length: 20.0 ft. System Number: 1 Room Width: 16.0 ft. Zone Number: 2 Area: 320.0 sq.ft. Supply Air: 617 CFM Ceiling Height: 12.0 ft. Supply Air Changes: 9.6 AC/hr Volume: 3,840.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 4 Actual Winter Vent.: 0 CFM Runout Air: 154 CFM Percent of Supply.: 0 % Runout Duct Size: 7 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 577 Umin. Percent of Supply: 0 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 77 CFM Actual Loss: 0.172 in.wg./100 ft. Actual Summer Infil.: 44 CFM E -Wall-l3A-flocs 13 X 12 156 0.143 4.3 669 0.9 0 143 W -Wall-I3A-flocs 10 X 12 77 0.143 4.3 330 3.2 0 243 SW-Wall-13A-4ocs 4 X 12 24 0.143 4.3 103 2.1 0 50 S -Wall-I3A-flocs 16 X 12 96 0.143 4.3 412 1.0 0 96 W -GIs-IA-hb-o shgc-0.52 0%S 18 1.080 32.4 583 129.0 0 2,322 W -GIs-10A-m shgc-0.53100%S 20 1.670 50.1 1,002 46.2 0 924 W -GIs-1A-hb-o shgc-0.52 1 00%S 5 1.080 32.4 162 33.0 0 165 SW-GIs-1A-hb-oshgc-0.520%S 18 1.080 32.4 583 96.8 0 1,743 SW-GIs-IA-hb-o shgc-0.52 39%S 6 1.080 32.4 194 78.8 0 473 S -GIs-IA-hb-o shgc-0.52 70%S 72 1.080 32.4 2,333 45.1 0 3,249 S -GIs-IA-hb-o shgc-0.52100%S 24 1.080 32.4 778 36.0 0 863 UP-Ceil-161330 20 X 16 320 0.032 1.0 307 1.0 0 307 Floor-22A-pm 43 ft..Per. 43 1.180 35.4 1,522 0.0 0 0 Subtotals for Structure: 8,978 0 10,578 Infil.: Win.: 77.0, Sum.:44.0 516 4.921 2,539 1A07 1,827 726 Ductwork: 0.200 2,303 0.200 41 2,261 Room Totals: 13,820 1,868 13,565 :AIAiYy,AG t2esldeNl.<Nj.9«FaiA�}m�r{[ia�i}Yf11V hAa.Wl `(S J y. - .S Oi 4T -�QIH]lHrA3lQXQ.WF�1NF�hn�Qi .i�0ISf fi �ENO in@ - ^� _- r ' x � fYE.lrBiifti 017 i . L:JI --- i —,—w ..... .r' ..t _ .fi u}E r ,- . Detailed Room Loads - Room 13 - Liv Rm (Peak Method) <>xxx .. r�era z.s::..::...................s..a,.:.._w.:...:........... .«.o.... ................:...:.: .. ..., ...ao.. r.a,:£>:^:.},�r%is<.>.T:««va%.�.:�.ac:.....a Q:c�'$�`2: Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 20.5 ft. System Number: 1 Room Width: 19.0 ft. Zone Number: 2 Area: 390.0 sq.ft. Supply Air: 111 CFM Ceiling Height: 12.0 ft. Supply Air Changes: 1.4 AC/hr Volume: 4,674.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 111 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 566 ft./min. Percent of Supply: 0 % Design Loss: 0.100 in.wgJ100 ft. Actual Winter Infil.: 25 CFM Actual Loss: 0.205 in.wg./100 ft. Actual Summer Infil.: 14 CFM < .. .: aS.:>n.::y,\:n.:.>.<:%.:F[: a:•p::.,::: .\T�. .,E, .:>::.::... .. • : :+: ry.:.. a. .v :S.W.<JTL>:e:.:.-. ':.<nN>:.n:<..:n>�:<:.5:::,:[}:5.'\a<x:9.:J t: }r ,...tEw: S -Wall-13A-4ocs 14 X 12 132 0.143 4.3 566 1.0 0 132 S-GIs-1A-hb-oshgc-0.52100%S 36 1.080 32.4 1,166 36.0 0 1,295 UP-Ceil-16D-30 20.5 X 19 389.5 0.032 1.0 374 1.0 0 374 Floor-22A-pm 14 ft..Per. 14 1.180 35.4 496 0.0 0 0 Subtotals for Structure: 2,602 0 1,801 Infil.: Win.:25.1, Sum.:14.3 168 4.923 827 1.405 595 236 Ductwork: 0.200 686 0.200 41 407 Room Totals: 4,115 636 2,444 i'thvao ReSldOrrtiafl�L3gryCs?ommerewlllY,AiCfxaads� 3 ss ass �IitBSQfAxar�i7eueCdprtisnt,ltr� Detailed Room Loads - Room 14 - Kitchen (Peak Method) Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 14.5 ft. System Number: 1 Room Width: 12.0 ft. Zone Number: 2 Area: 174.0 sq.ft. Supply Air: 97 CFM Ceiling Height: 12.0 ft. Supply Air Changes: 2.8 AC/hr Volume: 2,088.0 cu.ft. Required Vent.: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 97 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM RunoutAir Velocdy: 492 ftJmin. Percent of Supply: 0 % Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.: 21 CFM Actual Loss: 0.155 in.wg./100 ft. Actual Summer Infil.: 12 CFM .:,.......:.Y..i ..,,,.$.v::>e.:: x.,u.. ...(,,.. a u .k.y<..�...w.....a:¢.:..<,. .::«<.xq )...•Y..:R. .. .. .....v......5'....cb....aa(.�<. xaL:'L.:LN::..,.>.:,.:i <I� �n::::..4.....:...........a....$.............�.x..�..a..�,:..ct�an..:::;_;.�;�:�,_u...i...�.�_.........�t't'..a.....�,x:... v..._...;....::%:�.'1��..�:::::L:.,:.:..:.�. -t�.<............��i::':. E -Wall-13A-4ocs 12 X 12 131 0.143 4.3 562 0.9 0 120 E-Gls-1A-hb-oshgc-0.520%S 9 1.080 32.4 292 126.4 0 1,138 E-GIs-1A-hb-oshgc-0.52100%S 4 1.080 32.4 130 36.0 0 144 UP-Ceil-16D-30 14.5 X 12 174 0.032 1.0 167 1.0 0 167 Floor-22A-pm 12 ft..Per. 12 1.180 35A 425 0.0 0 0 Subtotals for Structure: 1,576 0 1,569 Infil.: Win.:21.5, Sum.:12.3 144 4.924 709 1.403 510 202 Ductwork: 0.200 457 0.200 41 354 Equipment: 1,200 0 Room Totals: 2,742 1,751 2,125 Rttvac R '0 "O tiat l i3gil[ ommamiat t#TtAt Toads z:s x £tife oJtsxare DeveFopn rent iria: Persof3et¢edSenncelnc - r. e,zrr 4 k' `�tlE�iftlQl�Y�'itltl.%S .Z1'I Fs! s . .aIQOFt LL. ��J>l�YJR .: ur M.. .:;^•'i.,L' G ...... �- ,..k..„ S ':...<..:" ., . n .ry '.. , ...:>. �.: .:I �.. ^... ,. ..:.... ai. � >.� M: , ..:.: System 1 Room Load Summary ...,...,:f,._."...,......._....._:.:....<J.:u..J.a.......:.. :. ... ._._.<...„c:... ...c.<..^.. .:.>. ,...._...w"«.<. `�R:aiS'z\£$rj. ._ s:;;.;..:.,....":. .. .. ..'-'-- . • t�rs1 J':�J:.< ltir.J:: ..............�t�a1,J �....AA.F A.x. .^..... .,..,:>.:.r...............::',.;::4>`J:<..•._..Z...our..e<,..,,.....::::::::ktv.«<Jskix;::::x.:,..x..>..,].a<:•R..:.::e,:,a,".:::.:.:.:......,......a. ;..<.".,:a":.:..... w.k: --,.:....:.a..,.^^>.<..,.....a<......n.>ycr..:.:>.:..x...:..c..:...w�e�..a�^,.; .>:.:,J. c:.¢.-...... \ �ifS,,,� J✓til „n�j. %X —Zone 2- 1 Din 204 3,419 44 1-6 474 2,047 508 93 93 2 Bdrm #3 168 2,624 34 1-8 459 3,518 640 160 160 3 Laundry 94 2,350 31 1-4 498 955 1,724 43 43 4 Bdrm #2 156 3,764 49 1-6 463 1,998 949 91 91 5 WIC #2 36 552 7 14 82 42 41 2 2 6 Bth #2 60 749 10 1-4 112 70 541 3 3 7 WIC #3 35 551 7 14 82 41 41 2 2 8 Bth#3 72 2,041 27 1-4 635 1,218 940 55 55 9 Brk 125 4,073 53 1-7 454 2,666 593 121 121 10 Hall 124 3,116 41 14 464 143 41 7 7 11 Foyer 112 4,838 63 2-6 588 5,077 466 231 231 12 Fam Rm 320 13,820 180 4-7 577 13,565 1,868 617 617 13 Liv Rm 390 4,115 53 1-6 566 2,444 636 111 111 14 Kitchen 174 2,742 36 1-6 492 2,125 1,751 97 97 System 1 total 2,070 48,754 634 35,909 10,739 1,634 1,634 System 1 Main Trunk Size: 18x19 in. Velocity: 749 ft./min Loss per 100 ft.: 0.052 in.wg ...:,.....<..:<<,._..............:..>.._....^,�<.,�<....."<." ..:.. .: s'«.,:.::,<.:f:;.Yf>:,;::;i::��kx.;,.;<>:>:;.:rk;;::»...k:.<r:::;.G:�;k:.::xieik>kn:::^>::.�:.>:J:x•:;r::.�_„:Jr:.,::.,..x:>:.xr::^;<;:k>>;.,G:�<.::x::J::.::::.::;r'::;;:kr�::. Y<rk,-4x:•:. o.W:.J'. �;i �i<a .s�,y;.. ,;,k`:.i�:':.: �y4 � :i.^:�:.YF ijOf:' �'rf � �Y'�GGr� 4 W t) �91i�'WLli•� x8� � .�' 4.iY b�>: `i�Wl�tlw ?a<.9a..: E .- � ....,.._......_:.....>:�....r:...,:......, . .. Net Required: 3.89 77%/23% ..........«M5 :il�i'�1�:::>:,..a�.:>:n,.,a::.x...>a:..>.;<c.iesa::?i•3s:::v.:.....3."....10,739 46,648 35,90 b' Y Heating System Cooling System Type: Model: Brand: Efficiency: Sound: Capacity: Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh r ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD RP* S - oa18t ESTIMATED ENERGY PERFORMANCE SCORE* = 83.9 The higher the score, the more efficient the home. KOLTER HOMES, INC., , PORT ST. LUCIE, FL, 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 24.0 kBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. Central Unit CCap kB r 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft') 3000 ft' c. .00 = 7. Glass area & type Single Pane Double Pane _ _ a. Clear - single pane 0.0 fF 0.0 fF _ 13. nems b. Clear - double pane 506.0 fF 0.0 fF _ a.Fiteit ump Cap: 24.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 fF 0.0 ft' _ HSPF: 7.70 _ d. Tintlother SHGC - double pane b. Electric Heat Pump Cap: 48.0 kBtu/hr _ 8. Floor types _ HSPF: 7.30 _ a. Slab -On -Grade Edge Insulation R=0.0, 278.0(p) ft _ c. N/A _ b. N/A _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=4.1; 2827.0 fF _ EF: 0.94 _ b. Frame, Wood, Adjacent R=I1.0, 140.0 W _ b. N/A _ c. N/A _ d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 3000.0 fF _ 15. HVAC credits _ b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, C. N/A HF-Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Con. AH: Interior Sup. R=6.0, 150.0 ft _ MZ-C-Multizone cooling, b. Sup: Unc. Ret Unc. AH: Garage Sup. R=6.0, 200.0 It MZ-H-Multizone heating) 1 certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final ins ection. Otherwise, a new EPL Display Card will be completed based on installed Cod com iant features. Builder Signature: Date: 'R I o' Address of New Home: bNF- le t -?LAtc--5-;' City/FL Zip: PAL 1 E-L , �`4 18 "NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPADOE EnergyStar"�'designation), your home may qualms for energy efficiency mortgage (EE4 incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGaugeO (Version: FLRCSB v3.30) a 11 1 rN The following products will be installed in the structure located at Y l�l'�1 l Q Q a- BuildingPermit# %X-SOQ— 031W 00 a� Owners Natne {fie,e<de 1'4ome l.-('(� Owner's Address Contractor t�oi•l-ec t)cW,a cv-c kxnopContraetor'sAddressLlUAL\,W-2l?6C( °ie PK Tcece RV Product I *Product Rated I Manufacturer (Model iiifidixg4e Cfflethod of Attachment Windows *Fill in the rated wind design pressures listed by the manufacturer for each product listed 1st Choice 1u4 4 I., ��! '. �''�� r n-t _ t .LLI.. h,.rL'� m +i35/N3tN 1 st Choice LI 5 - INoc N , deX 37 43? -repn U n.1 46ti cc 1-0 Skyk ea.'noiCQ • tib � 5t7 "5 - Sla• `t'il r,e� - a\ �, u�i.0 �•kaa. T �aC' . �• ' ,• , �, � 11 tm iu�'rn+.w`+(' min Glass (other) Butt Glass p �b0 of H o2 c yH°X3 z11 VaK( ^ mc,-"�� n _ t" cgnwi 1 t2" C- Glass Block 2 _� d' tisb�± ^ - car r,.0 Afn��s Sliding Glass Doors ' 1st Choice j5b( go.oCon uv�� ] G / -t4.t� L7ucic 1,J iJbfiavi .2 Jbb T 2nd Choicer ,e,°) ' S _ Jr � �: �' 2500 ALUM.jGSor,rc.� 1�14 h��mr.h Swing Type Doors 1stChbice fiy3 . -qS I P-em-vco c r-Ver z) Iv-71,eet orij+,7VOe 2nd Choice rr rrc ° f7U "$la ck 2 * 10 7 ° eG . nd-} aV, C Garage Doors 1 st Choice 2nd Choice rx.om ) oofing Material Asphalt/Fiberglass B.I. Ca-)4 21= cL. Other C.mvo l,6rt *fr ar :r, Shutters Wri ChoicecP7 61,e4e mt a i have reviewed the above components and clad ng, and have ap ove.d their use in the structure to provide adequate resistance to the wind loads and forces specified by current code provisions. SGo't &_ b,The1' fa I A Name: _ —Signature Design Firms:itmat 6S(tt ,s&r # AisaCCert. No._AQOOI 15 9 Date: .�,.. „,° s44 2.125' I 2B75. I 2 f25' J srA:E :.y6• _ T•.: CQXRETE ANCHORS (SEE SCNEM0 f/4' U= Ce \\\S T/4• Mac CAP ! Q ,€" 14/oz `U" 8U1 D OUT x � 9Mp,5 v/ f a A]'SS 1G X J µWC O10GAP9 v oQ STUD . 9.119- 1 Z.f25' ALF FAMEL HEADER t. SGLE: •K•- Y P?E6!ERSEQ 'F' APdGL C.K r SCALE: ;/6' ,• 3' ,AMGLE BUILD our BRACKET -1-4467: W _ ,- ALTFRNIM AEC LOG D5r ` f/G]Df SFR m s STUD TWL/FD ro ANCCE r sr{9CJ'Ta � �- _ sro6rr OR sErnwrs • . m 6 �IL.II Y q .067' sa'E: J/6-_ r. DED AMGLE J - � srAE: vD r �7L�p�� f ' ® _KEY HOLE Ar PAM 1 -QM STUD t/ DIE CAST ZWC O NlrM PLATED TYING NUT fT5' IF- 0 0 � h (4P7A ii: ..I ffi I• STORM PANEL HAS BEEN DL5ICNED W ACCORDANCE µ,,N ,HE MTAM/ DIDE COUNl7, 1995 E7XnOV Oar TUE SOUTH FLORA BURRING CODE �µOUR LOADS SHALL BE D_`7ERMINED AS PER SECTION 6 OF ASTE 7-B$ BRH IIO mp-h BASK W/NO STTRM PANELS AOEQUA4 FA4 IMPACT/ND M7=r PMSFANCE HAS S=D( VE?DFU W ACCWCAN E %TIN 0[ 011 IS TJfS RESPECf1yELT Or ]il ABOVE MENn04IEp CODE AS Pa?AVFJDCW NST IA@ REST f RAW STRLMRL GILVANRED STEEL DESIGM77OYASZJ L" (AFTEROLLO)LWJf/ASNL A653 S0. GWIDE {Q K111f F9D S ALL N-UNMM ATR=ORS SHALLL BE W&4 76 ALLOY UNLESS OIHE",SE Nora ' If. ALL SCREE' TO BE STAIRLEYS STEEL JOL OR J16 SERF S. BOLTS TO BE Z024-7-4 ALUMNUY ALlO[ a4LVAN20 UR STNNLfSS STET. µ.X J6 ksi UENUUM HELD POINT. S ANCT4RS TO HALL WqU. BE AS FM -DIM. (UNLESS OTHERIY6E NOTED). (AI TO EXISTING POURED CONCTOE- r TAPCONT k MAXI -SET y4'Cn%LS AS MANUFACTURED Br LrFVswLDE[ 1%{• / CRETE-FLEX SSf Nf 03S AS AHNUFACTURED BY ETFO TEATRM - I/f" 6 r 7/6CALK-hy NIGK{4S 1/4 ! Q.GO male # frmak PANEU147C O7 1 PAWLM47E PLUS' AS MANLRA,CR1REp BY POWER FASf¢y AM/1" f ¢LO mole - JVE- X RED HEAD DrMSMT SfiEyE AR'2L7RS AS MWVMCWED UY LT.W. BU2LEX �PECTTVctr. NOTES ¢CO PANELA(4EMS IS 2-TANTO POURED FOR RED f6O M 7TLTE 1N'CWl ANCHOR OR L:7ETE-fitX SSS 6 7 J/S: fOR A2) 710' CALK-m ANCHORS 3131E BE CNTiiEEr amM Ltt'D wo E POURED cceiaff Noa2. aeUS- 1MEMT INTO S/LCYO SHALL BE f'F7tURTEO. r/f• 0 1(T yrREn USED SMALL BE f T/2• LONG TMYMW S}TOLep STUCCO�.� AND T- iV HIRTMOY FOR WALLS KOH NO SAOCA DR)Fl.1XYL AAgKXTS SMALL BE L�O� � BETE PM OR PAVERS BE FOLA\Yl'ON'TTIE EAISTINC HALL MM BE AS WOTATED ON NOTES Af) TO W 77E .OWN S1R(CRT(E BDW'D SDCH PANELS; ANCHORAGE A2) ABOOVE (B) 70 ESISTWC CONCRETE BLOCK *ALL- - T:IFCONS t M4x7'SL'E WCONY. AS MANUFACTURED BY LT.W/BLRDEC - 1/4- f CRETE-ffLY SSf ANGi[YtS AS AENYUFACTURED BY £LCO TpUM - 1/4" I x 7/e- CAX-W ANCHORS 09 1/4' I ELM m . k /emWo TAN¢6LA7E• OR tf{• A ¢CO male PA&UAWE PLUS' AS M4ALnC` FfED BY POKER FASTEMNGS. TNC AND ELCO 7EYTRO`E REQECRV¢Y - J/B' f RED HEAD OYNABOLr MAEEW ANCUD`gS AS MANUFACTURED BY LT.W. BWLCEX NOTES D fm4actTAND CRET-R_Ex SSS, RITO T (RQ P ¢CO.mab PAAal"Ir PLUY'. RED HEAP B2) 7/B' CALK-1N AN04ORS 9H4U. Tom' ENTraLy ( TCK ND THE BE f 1/4 UMT NO EMBEIM(ENT' WO STUN STWL BE pERHTRED. [14, A-20 CONCREEW � LW May'" SHOULD STUCCO EMS[ AND f' AONMUM FOR WALLS µUN NO BUSED MALL� 1 1/Z' LONC 9 LL BELONGCE Mrq TO RE7E PANELS BE fWND ON 17i� IX67R'C TW _4 ANCLTORS 16i11 STRGC7VRE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS 1MNGTIST OR NOTED W R. r) t B7J AHT4E (C) ANCHtOrS A WAC BE pyyTNLED fOl.lDHNlC ALL OF DE RETX UV04DUC AND ¢Ea-r4 N, OF THE ANCFKYt•S WMTFACTURF7C 7. PANELS MAY ALSD BE P&7xLFD F1avwALCr FO LOWWG ROTNLADLY3 IEWLS SNOµN OR CITONS 1 THRU 6 (-%EET 2 d J OF 9) EXCEPT TMF 1 W-n Z J h f SHALL NOT BE USED. f. IT SHALL BE THE RESPONSTBRRY cr DTE CO SHUTTER [S TO BE ATTACHED TO LMgar CONTRACTOR TO LJ7lfl' ]T$Cap CONCRETE; BLOCK DR µEX7R F7WTE LAE)a M L PEAL AsRES LABEL SH9LL GLH 'C-S SMALL RFM A9 FIXLOIVS . LAKE V METAL SUPPLY, WG LAKE WIXOt( f1DR1L4 MT4m awE COUMY PRODUCT COVTTKA A9gTOVFD, SCANNED A3fp BY St. Lucie Count, t = Win..085' KEY HOLE WASHER APPROVED AS COMPLYING WITH THE SOUTH FLOR DA BUILDINGG CODE DATEOIo ZOOI BY PRODUCT NTROL DIVISION BUILDING CODE COMPLIANCE OPFlCE ACCEPTANCE NO_!� 1 fJ 24 GAGE GALVANIZED BERTHA STEEL STORM, PANELS WWI DADE COUNTY AS SHOWN S: ALE EASTERA7 — 9,FTZI WIPPI Y mE 7/10 00 F LONGIEIE .avcHORs - - f�7NCRETE AHCIKXIS (sEE scNmuLE) (sEF sr1lEDutq .1 h� PQURm POURED COAVRETE REOU/Rm oe �_ i ry� i I POUREDREQUIRED 4 I 2 CorR. (SEE saTEauLE7 I — — FORMevAruv I (sw i SEP.IRAT7gV 5" I f FOR ARlJlN .. (SFE SCREMRE) 70 GfAS;S SEG(ASS Y m TO I FOR =&VA( sY•PARATIay Y B ro rxAYS � h N I N /4Y 20 k 111456 S.SA & Jy/j/g x,7/,72 I N -20 k3 Wmc NUr a EYERY OrIIiLW a AlIASPAN . sus WMI B 1f1NC NUf a I I !/47 -20 x 1 2 )V/ 7/x]/JT" . K1AG a Or�dAp a MfaSPAN f o _ IS rz- 0_ I I I a I POURED3f4- .-..CONGRMCONCREIE CONCRETE OR CONCRETE ' _ I OR CONMIEIE ROLT5, W/ 7/8 x J/J2' WWC N(!!.p . OR.CONQ'ot � �:� BLOCK WILL BLOCK MEL fY 0. a BLOCK WAL{.'z I RECU/RED REDWRED REQUIRED116 — b O / CCNCRE7E-iWS b � h ' { 5 r--v (SEF s'CHEDULq 9 ConL (SEE SCNEDUW can, ' CONCRETEAIIC110R.5 Elm h SEC77ON o ANCHOR WALL MOU/YT-ING INSTA4L�T/ON 'OUT n- BUILD IIJSTE4LLATlON s�aLF - SGLE : 3/8- e 1 W j • I I WN% � y � oIk POUTED i I COMCREYE REWRED � i h� i i _ (SEE I. FOR mmouI t ro�� I W f Wwc Nur a EVERT i o ; a WM NW I I t I I I 9 ont 1 POURED OR TE BLOCK WmL 'REQUam I' Mk .... , � h f/t" 1-20x1/1- SSA{S R/'rrvr v rz 0. a h ('� Sr7fFDflG� 1 ConE -T ifl�SL'G43lIJN._. - . SECTION EC .. SCGLE : J%B' < 11 v-z0 OLTBx/ J/4" S APPROVEDASCOM?LYINGWUHTHE •I 7/B' x J/J2 WHONUT o w SOUTH FLORIDA BUILDING CODE. % L12' D, a z E: a EDGE nruNCE DATE fo �D 0o I . PWRrb --/ (SEE SCHEDULE oy - �, CCAycRE1E oR.cO I e sHEE7s s ,s t 7 0< B PRDOUCT C OL DMSION BLocK Wn[L II AUL NEOUTREO n •I { BUJ WING CODE COMPLWICEOFFl CE ACCEPTANCE NO.� - 919 • ) ' 9 ConL SECTION 0 STUD "' MIAMI DADS COUNTY WALL FOR COMBIM710N OF SECTIONS ; 24 GAGE CALYANIZED BERR',A AT SWJWN MoflUrING INSrALL�aTIOf kYAL1/-ELOOR/CETClNC MOUNTING-SECTONS G4l1 BE ' STEEL STORM PANELS s-uE SEQrfo COAfBIMED IK ANY WAY TO SUIT ANY yPSTAUATM (" ^ '. LED Ba py rt ra . ... —_ _ _ 7110100 CvnL 1/f' 0 20 S- S MACH/NE\BOLT W/ NUT WASHER D 71 0. C CONCRETE ANCHORS (SEE SCHEDUCQ- POURED CONCRETE REQUIRED o 4i (SEE SCHEDULE)-- FDR MIM TUOMCTION 'Y ASS ham_ I SSMS W 7 wrNc NUf D EYERY OVERLAP D MIDSPAN i0-20 x Jf4' .....— .. I BOOLTLT S w/ J/JK( Nor D 12z` 0. C ALTERPATE LEG.LCC.UION� POURED ..—> CONCRETE C4q C'ONCREIE ;kW WAU . CR. C1IX-1N CR ELCO mofe/lomole (SZE S TE ANCHORS _ - PAhELU4TE OR mole PANELVATE. PLW. (SEE SCHETXX£) _ E D. roNCRE7F ANCYiaiS _ (E D. 4. 1Y/1/4-C-20 SIDEWALK BOLT LW D \ SEF SCHmUI-E) Q9 /Q_Q W ' POURED CONCRETE _ /i/i i 20 rRUSSNFAD BOLT C REWIRED \ E D. (SEE SCHEDULE Rw SPACING)" OURED CONCRETE r CONCRETE \ _� 04 CONCRETE s \ _ BCOCJC WALL \ A REWIRED o \ h 2 IALZERMTE LEG LOCA770M h� � W \ 4 Cont I n 0DR - 20 ConL � .�/f-Beers >� I (SEE SCHEDULE) FLY? MNAW I I Tt x NU B I SIPARADqY Y 12" O- C. I I TO CLASS h I f e i-20 x t/2• . SSM.S W/ 7 8' x J/JZ `. !/4" 0-20 z 112' 1/4' 0-20 x i WING N1Tr D r' I SSA/.S W/ T/ " c J/J2• I y OVEmnP D MIDSPAA' i wore mrr D EyETrY I t SSMs W/ 7 B• x Jz OMR? P 0 14DSI-AN I )MG NDr D OVERLAP D AWSPAN� (SEE FUR uxmiUM j a (SEE scNEDULE) r I �� SE MR4770M Y FOR 70 CLASS I 1�f- 0-20 x I SARATAN! Y i J1/4- Dom f TO buss I I I WAYC NV7 a I I B 12. 0. C I T14• !-2D x I J/f" BOLTS W/ ConL / I oc1 nib WI132 NO NUT I12 R'C cS OCR 8 POURED W ConL CONCRETE OR CONCRETE •. (ANCHORS/,,;{{ ,'LOCY: WALL SON' '-� ,• I ALTERNA7hE REpU1RED i. h 1 /4 0, 20 S S MACHINE 6otr lTur wASH.R �� CRETE E 0. cvNarETE ANCHORS I I E �fcRETE.ANeti6;g521Y10.(SEE SCHEDULE) u CvnLPOUREDCONCRETEJ REQUIRED E D. OUi" INSTALLA.,lO 1.. _ _.__. CEIUNzs :�ppR f�fOUN.T.INC::._ :_.. —.0 l�[ _CfL'lNG" oC F LflVR fnV SECTON S :. SALE _ J/B r ^ /KSTALL 4 i70N —SECTION s INSTALLAT/ON — SECRON ? SCALE : 3/B• - T• E D. = EDGE DISTANCE ISEE SCHEDULE ON SSNEET 5. 6 t 7 OF 9) F FOR COUBINAT70H OF SECTIONS IfLOWCETUNG MOUNINC SE770MS CM BE INED IN ANY wAY TO SUrr ANY WSTALIATHON. r1 '-- SCALE : 3/B' - 1- APPROVED AS COMPLYING WITTITHE SOUTH FLORIDA BUILDING CODE DATE(Cor/ -O� BY r PRODUCT WNfROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCEN0.00- 0919. (� CALK-N OR ¢ W mmare PANETlAATE OR mole PANEjANIIJAAJE' PLC6 0�'(1/f i+ 20 ME)YNX BOLT OR D /� 01/4•/ 20 TRUSSNSID BOLT • n. (SEE SCHEDULE FOR SPACNC) ' WALL WOUNTIAO lNEtALLAil01� (L7_'�,�: - SECTION 8 SCALE : J/B• _ ,- r SIDE WALK BOLTS ARE V��4.OxJ/J27R�.,,N HEED MACHNE SCREW W/LER AS PER NOTES A2 k B.2 (SHEET f) 0 TRUSS HEAD BOLTS ARE 1/2 Lai/B' tXK NFAD ALACHlNE SCREW WJLFND/r! AS PER NOTES Az k B2 (SHEET 1) MWM! DADE COUA7Y 24 G4GE G4LYANlZED BERTHA AS STEEL STOP,M PANELS r-41r AAET•FRAF IJTAt Cffonpw a., 7/1000 I POURED CONCRETE OR BLOCK WA1 REWIRED CONCRETE ANCHORS fP 12' 0. C 2' x f z -125, 3L05-H14 OR 6063-T6 ALLOY 'Cons. Alum AM CASE A (Plan) SCALE r/s' = r' 2' x Jr' x .03J' 3105 H-14 OR 606.3-16 ALLOY Cont AJum. ANGLE M ANCHORS a 12' 0. C. CASE D (Plata - POURED CONCRETEOR CONCRETE LKOCK WALL WIES 53 REWIRED \\\\ E 6 POURED ;CONCRETE CONCRETE -BLOCK WALL REQUIRED 2_500' CONCRETE ANCHORS a 72' 0. C. -� } 2-z 2' z _O55' TO ALIUMIE LEC LOC417OW 2' z 5- z ,055' Cont. Nunn ANGLE OR15 f .050' J105-H754 SfiEEf MEIN Nam BEM PLATE CASE C (Plan} MAMMUM DESIGN PRESSURE RATING "W" (p.s. f 1 AND EIJD CLOSURES DETAILS CORRESPONDING MAXIMUM PANEL LENGTH '-'L" SCHEDULE .. - 'MAATMUM DESIGN Max PMLL LENGHN APPUC?BLE TO ' - PRESSURE RAZING L (a) MWW(AIH SEPAR4170N SEMMS d• . ...(SEE SECWHS). _ _.__ •. ?D GfA4_.. .. Af,D� Hail�3T1Qv..._.. .. _. _.. OF THIW. ' +66.0, -76.0 7'-6' OR LESS 3" 1,2,3,4,5 do 8 +60.0. -70.0 >7'-6' TO 8'-6' J. r,z3,4,5 h 6 POURED CONCRETE +56.0, -76.0 7'-6' OR LESS 3 3/4- ]]]16& E7. CONCRETE BLDK WALL ff MUM +60.0, -70 0 >7'-6' TO 8'-6" 3 3/4- APPROVED AS COMPLYINGIMT [ME SOM FLORIDA BUILDING CODE DATE To 0 BY PRODUCTC NTROLDINISIDN BUILDING CODE COMPLIANCE OFFICE ACCEPTANCENO.Mil}-ID AMIA40ECOUNTY 24 GAGE GALVANIZED BERTHA As sRorw STEEL STORM PANELS SCALE CAOFE-OSf v� b C t � 's rr ►es �! Eye OROOR 1l-0` 180.'F 4' z 4' z .072' Zr 0. C 3105-HIV OR 6063-76 ALLOY Wlaic" UT Cont. Alum ANGLE CASE B (Plan) ATSVKtY - R'3xN Lo1D rr fi�.rJ r2 12' i2' 12- 12' I2' 12' 12' 1z' 12� 12' WA Lr1%WMr > kw rz' r1' 12' - IZ- AIA Wb12Y( a21Crf lMO 12' 12' 12' 12' 12' 12• -61.5 12' 1r 12' 12' r2- r2- N/A 12' N/A 12' WA T2• WA 12' WA 12 WA N/A WA WA WA it, WA 1r' WA it, d• WA WA WA 1¢n ro ssE T rT' 12- T2' ^/q r2" 12- r2' WA 12' 12- 12- MIA r2- 12' Iz' N/A fZ' N/q 71' N/A WA WA LME rtt= 7 TA -Ow FED ro •A2IE i Muow ro L1w7r To u4TLW'tl• WA IZ• WA To' J2• f2• WA r2' 4/A IV' 12• 12' WA 1Z• N/A 10' ' IT' 12' WA I2- p/q 10' 12' 12' WA 72' WA 7 12 12' Wa rz WA WA fZ' Wq AAChWPS 59YJ1p fPPE0. �J!%(•i+ - .. - QW T�liCW .. crsLTr-ncr sx ' ro mvcxerE ro TKSOtWI' rs¢VrLlwe +}+�+Tr vA.r PO"rn` EUTLw,c ro �u+rYarr .ro uucmn ro L1E ro rcr.a evrc-x , Ib sLtrxrs'/ a "ucmwx nvcr-. - .. - AttrgsRr ro,cw ro r1UWdiY M' 7 Loci 1- (d,T ' - - .. . ri' rr rz N/A fz- 12" 7P. WA rz N/A r lror) MAM DESIGN PRESSURE CORP.ESPOIVDDVG RATING biI s f AI�rI) IZ• rf/A r2' WA 1r rz ` 1r f (�;11?rJ �N4XRIUId ANCHOR. SPACING SCHEDULE'EDR STALLAYTONS INTO CONCRETE rr rz' rz' t2• Iz' WA 1Z• IT' N/A 2 Oq°) AND C_B-S. STRUCTURES 12- r(/A rZ• WA TZ - rz 12' 2-pozw 11' 12' rT• 1T' _ i1 t(/A 12' WA . J (7CP) 12- WA 12' N/A_ rz' 12- TZ' J (Ba mrl) AXIMUM ANCHOR SPACINGS ARE VALID FOR 11' r2'' rz' 12 12- lz WA - 12' Ir/A a IQs _T 1/2- EDGE DISTANCE, OR E D. LESS TH4N 3 112` REDUCE ANCHOR SPACING BY ULT7PL17NG SPACING SHOWN 12' WA 1r rz' 12' 12' 4 (Barron ON SCHEDULE BY THE FOLLOWING ACTORS, (NOTE : Min_ E D. FOR F WA 12. N/A tz' WA OR THIS OPERATION TD BE POS18LEERREDU ED SPACIIS 2NG AIryrz' rz' 12' i2 5 (mP) O SING FACTOR SHALLNOT BE LESS 12' WA - f1' N/A Tz r2' I2' -5 panoo - 7HgN bgNfMUMSPACLNGrz DICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. 12' N/A I2' WA 12' f2- WA 71' WA 6 (rar') rr WA 1Z' Wq 1Z• MA WA 5 (BOTMV WA MIA r2 72' it WA 12' N/A (rorfeanrw) FACTDR ACTUAL E D. 1lRVAd(,y srAaYc rrn c a J r/r 72' 12• lr d (Tp�/130YJ!%() TAPeON/ CNJ(-IN RPANELMATES4 0-W lEt7Ng7 RED i O0 .,-SLEEVE . M r� sss w4rhwuE &Rakiwr i0 L1Y+.'RfTE 70 /ksgyYl• l0 Wnoxlc ro u1CYPn' vvE /NNfll¢rE our ro Mahrt r ro YWaytr roT� FASTD>,c 10 A^KTABt[.jo 'r 1lI�Nt iffYtQ _ `3- _BB .75 7.00 2 1 2- - IZ' r(/A _ > rm Lr-n�r fZ• WA 12- .50 1.00 >: !Z' .Wq rz' WA r liar) 2 .50 TZ' WA 12' N/A 12' 72' Jr T2- 1 po m v D 88 ' Ir 12' 72• 12' WA r2' K/A 2 DI?') 12ft WA 12- WA 11- WA' 12'i2' 2 (BOTipL( ANCHORS LEGE ; f2- 12' iZ' l2' f7• fr 12 12' WA 12.J J crap) (BOTnhyr ANCHORS ANCHOR WA 12' IT' 1T' WA (1' 12' WA . 1z• N/A s crop), 5-v ae rAs TYPE - SPACING. E A = EDGE' f2' WA t1' rz' N/A 72- 12' �Z. 12 - * ( DISTANCE .. TAPCON/PANEW4TES/ 12- 12- 12' 71• q WA CRETE FLEX SS4 3.0" - 12- WA 12" WA i2- - 12' g- fZ_' 1Y' - 5 (IXITrOl1 _. .6 IZ• ICIA 12 WA 12- WA OQ°). . _ (AiLIi :II`i 2.5" I2• WA .....f2• WA • 3%8"�`RED:HD.-._ WA 'WA !2• rr.. WA ' (r°P/e°rrzu'I - - - DYNABOLT SLEEI�E : "--': 4S' ... 1T" W%GILY ANtiTMS SAlriio rOR [ a !1' ELMTrxmen• _ 'SEE N07ES ON SHEETS 8 4-9 OF 9 asTr-rlLx lsr k r yA,�,�� cmewDr ro uWQW To mm7nr 7o uurner 17+Lr nwaxnr rcIu PVX?M rxsrtxrrc rrlu-r1 Arc Fro ' / e kit"' Ma. FOR. ANCHORS TYPE & SPACING FOR iNSTAUA77ONS INTO WOOD FRWE BUILDINGS J1' M CM'WaF ro MiusW rr ro L'oNCrE/E ro y4fn'lRr ' �ItIdi400.Y JEN+"ilr 1' (fU Cr T+lo( - WA 12• 12' 12' N/A IT' f2' 12' WA f2- r( 7 Dar) APP7(OVEDASCOMPLYINGW7(1(7piE 12' WA 12' 11' • f2 lr 2. 7 (� ) -' -SOU7 MRMABUiLDINGCODE I2' 12' N/A 12' N/A f2' K/A Z �aP) D ATE / 12' 12. WA I2' 1T' 72' 12- 72' 12' rz' 2 (orr BY _ PRODUCTC 12' IZ• . WA rz' r2' WA 7?. NIA(rorj _ 1ROLDMSION BUILDING CODE COMPLIANCEOFFlCE 12' • WA r2• IZ' K/A 12' 12- !z' !2' 12' J (BarM4 ACCEPTANCE N0.0 O 12' . 12' IV 12- WA iT' WA f POP) V� V' W Y-6 � tz" !(/A rz' 12- I2' 12' 12' S s� r2' 12' IV WA t7' WA ) ML4Ml OtDE CDUNry Tz P_ r2' B• rT- rd• s (6p7D") 24 GAGE GALVANIZED BERTHA Ar WA r� NIA 12' WA f2' WA STEEL STORM PANELS sc4e 6 . 'Iuartu and+aas .:Peovc me a a� J r/C •• . Lrx: eucoes °�ltnw AAA,,,, -err w�uta am ro xsr m. crx+cxelr m :. rxrrc-rux ss. wt�rp�E � _ - ro�r.rulo,.s .wxztK�r m . . 12• WSOY.PY ro m ,ym,. ro MYOVE ro uaspy7r ro coNo�EtE m Y4RIYRY ro 1 rom pcRryn• m N Axr mu I t Nw+rur nw¢ - . WA r2' N/q Ti Wa iz' 4 ro " " ten` v ("f tlti4KI�U DESjG1Y PRESSURE rt�x� T1� 12' .9. H/A- rY .. RAY NG ❑ -S..E l�lYL rz` rz' rz• rz•" rz- - CORRESPONDING I�AXI>tLUM .47JCHOR rz WA !z' WA 1T- rz tz 10 rz rr r emrro' SPACING SCHEDULE IOP. WA 12' WA 12' ( a0 �STZril"f770NS INTO CONCRETE AND C.B.S STRUCTURES z' r2' 9' 12' 12' 12' 12' 12" WA 1T' WA Z 12- WA rz' WA rr WA rr t2' Tz' _ 1z' lr z (scrm?K1 12" WA 1z' WA 120 12 12, - 12" i2' fT' TT' 12• #� _ _�1-O 12' WA i2• N/A ' 12• 1{/A rz- 1O� !z 12' J (B°rre�J L�AXIMUM ANCHOR SPACINGS ARE YAUD FOR 3 1 2' EDGE DISTANCE. iZ' p• N/A - 12 WA 72• Il/A FOR L D. LESS THAN 3 1/2` REDUCE ANCHOR SPACING BY 12' 12' 1.2 iz' 12' f P°'') - =o• 7v Y-s UUL77PL17NG SPACING SHOWN ON SCHEDULE U 12' !z' 10 rz' 1T' s (Borrolp FACTORS (NOTE : Mfn_ E. D. FOR THE FOLLOWING rz' Wa fT' N/A rz• WA 12' CALKiN ANCHORS IS 2 f/2'�- N/A T2 WA 1y FOR THIS OPERATION TO BE POSIBLE, REDUCED SPACING OBTAINED f2 s• WA s (1°P) USING FACTOR SHALL NOT BE LESS rz• n• !z' Iv' rz' �. 12- THAN MINlMUI,{ SPACING rz' WA Tz N/A -12WA 12' N/A 12' WA rz 1- s (Bo>1o>,rj INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. WA 12' NIA 72• WA 12• NIA 12• TZ' WA s'Dw) if, WA i2' WA 12' WA 12' WA 12' WA 5 (BOTroN) . WA NIA 12' A WA WA WA WA WA 12 1z iz. WA 2 (10P17307`1W_) ACTUAL E. D. TAPCON/ FACTOR f1¢�M1V MCH0.4S SA1(riG LAP E 4 J 1/Y H IY 6 0P%BVTIN) - RETF FLEii $S'�i - aut Lrc evuvx - / CALK -IN RED HD.. SLEEVE _ am maws ..... _.. . _.. MATES ANEL � /u+u +rr r .86 1 To mvc>avr m_�umm- ro �xF:r¢1r Iumvsr ro w}rAc7e ro lrur ro ronv�rrc >,. _ .75 1.00 • T2• PANa WA r2' N/A tz' lummrr ro 4wrnrLr ro r ro ttxvwc+r m I7mxen' Af°-� ro+;rN 1• M w 2 i/2 .71 WA l2" N/A 12' 12• WA $0 1.00 ....12. y. 'f1' IZ• 12" IT' MIA f D°P) 2' .50 _ TZ' rz" tY TZ0.88 " 1WA !2' 1D• 1Y f iZ' B• N/A IT• NIA 71' WA 2 f)'°P) . a? f2' f1' 12' r2' t2' 12_ 12' 1Z' 12C r1' WA !2' WA 12' WA 1z' NIA 12- i2• z (�rrou) _ ANCHORS LEGEND 72• =� 1z' 72' 12'WA lZ' WA J OCPJ ._ - —�_ +sv.o st N/A rz' !z i2 12'12 ANCHOR WA 72' NIA 12- i0' 12' 1Y J (1Nrr7011) ANCHORS MIN. rz_ WA 12' 12 rz rz' rz ri= WA rz WA (rcwJ 7=s' Toss 71PE SPACING E D. =EDGE DfSfANCE i''i1zi'" •. f1 22 '- W72.A•f2WA 12' NIA 12' �s.s (BMW) f2. N/A 12 TAPCON/PANEMA 5' 12' 12' ' 7FS/ 3.0' WA Tzc WA 12' W12• WA 12. - . . 5, .. _•-_ CALK -IN ' rz' • 11' WA. 1T' NIA f2' WA .- . _H/.A 7Z• _.- _.'N/A—_'-:6^(BQT�. _ _� -_• .`_ . _ .. _ . t WA RED HD,' -' -- - --^ -- N/A WA WA NIA WA z !/a°/BOY7�r)' DYNABOLT- SLEEVE • "-4'$' / WA .WA f2' 12' IT• _. .. .... .. -- - - . Wt1111J1 AhOp6.Vi10Yc 17J11 G Err. suLex nry 71a1Aar +SEE NOTES ON SHEE75 8 k 9 OF 9 sm w �a1r cmr-nu sw uuchnr &1l FAM90M Al lj A&r ro FOR ANCHORS TYPE & SPACING FOR o�'xLTr ro N�war T° Mv_% s ro M wmr tocavtnr Tolmylr roN Nro >vLr Ira � N =74a '/ t uwwuy Ill INSTALLATIONS INTO WOOD FRAME BUILDINGS 12" WA 12• ' ro w52W(ry To fzwfaLrr 7o Y4CARr ro L'OAtI✓Err To 1/45TkF/ w ! Ink'M lv 12' (/U WA 12• WA !ZN/A ' 12' - 12' WA 12' 2* 12• fz' 12' to' T2 A 12• WA 1 (Bom - �PROVEDTSCOMPLyINGppml.(HE N NIA . 12' ) MFLORIDA BUILD7 1z' a rz' rY fz' WA 12' WA I2 N/A 2 f roe) DATE / BUILDING CODE iZ' 12' 12' WA 12' to- 12" to, 12' it, 2 Z 1 WA 12" - WA a (eoT ou) 12• 12" f2- .7Z. WA I2' WA 12• NIA J �) PROD UCTC ROL DIVISION �•v lz' WA 12. N/A Iz- - 10- 1z' S. rz' r1• 5ISM70N) - BUILDING CODE COMPLIANCE OFF 12• v WA rz N/a iz' r/a rr rACCE?TANCEND. ICE Iz• 12' r2' 12' 1T' to- Wa 4 (r°P) 7=6' ro S-5 Oa i_0 rT' WA 12' NIA 12' WA IY 12' 9' 12' it, 4 (B°pDif) Tz• t• 1z' r2• s• WA tz' WA rz' WA s {roP) . M/AM! DADS COUNTY 72' Wa rr WA 1z. f2 I B' rz• <' tz' B• 5 (eorrver ?4 GAGE G4LYANfZED BERTiYA assNox,; it, WA 72" WA— 12.' STEEL STORet( PANELS scAtr WA Iz' WA r2- Al 6 fr°P, , .,. I WA IZ' rWA rz' MIA ro• .... ___ 1 }. - ...... - IJ.II�,jNTx MDM) II.00YJ- (EFFCLTNC �I��Dp LI7-r S Y Ir ' �A h- HEADER xUu,NL1T L IIS—{J-H7SI-2'I2S--I O _ PANEL sc.lLrf0/&' - r Lro.. 7.170" h h I It. CO- R 12r ( 3- Max. -U" BUILD OUT NAaCRS (SEE SCl$IJf.EE) I b I CONCRETE NCHORs rSEC SCHECULE) F x STORM PANEL TYPICAL ELEVATION AZA 1/f- A x c P r/r I. 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PMCCAST Ca CACIr PAWLLS, M PAVOCS BC fQ" by nfc DSS7D.G WALL LW FLDOIX AAOD qw SNAIL DC LLNG LTO 10 ncX !hC lltpr SraCWABODOUID SLOT PMa-1 AA IC&ICC S7 ML BC AS Vd7(. FW LN AVUS AI) A A7). 9r A 1'n1 TO P7sTYM LOOM-E7E gDp[ YALL- 1� a 2125 - 1/r • TA°C'LTV N.00RS AS AUALfACAU or LM PN6Lr M LLw 91D s J=. �— 'R 125- - I/r • (Y rAx-rJiW AwX.ws (BOUM s D-Lar)._A MV4#?(:T M or W-rAs) eRmtRb,AADgy RAYL 2A1i TNCH ;AhUVQlU AS .1f4A71AtU[D Dr jW RAWL aw ttMPIWr• B E-_/50• _r i 7/r U( RML CI-N Mo CHORS R ELOO mi. f f o-pA.QMTE AS YN1.P.1gU!tf71 T — I, 11 niE RAIL acc LD " nw ACUSUMS. ACSPfLmrtr. I!_- H076 -200 y II' 'll dlJ "MUM GY' rAACTYe N,OpgS� AAI�L rAWG R4Kn am f1V�LIlKiPSiA10 CI rM- _rar LrX+arOr Lacrx IA,br .w+c[ L+r i r/i- ; 1 R^r fl7) f DJB6tl7IT SfI.I'Y A CTIf P TTra 1'D HID DAC CC.rMIY_ 7 BLOCK IAW .. SNAIL I- R7aO 1/r /-20 SC9CXs usmWFH SHALL X I 1/Y tow NWAX N S gG D ^ -DZT,, AND I- NKIAN rtn WA115' xrH JAD-srlc% 8J) 1N CASE 71AT PRLLISr STME LN PRE(A5T .� cvdc- E AVas DC Tnu`Ua I7i WALL•_. Nxnc� svu sc Low OJOLCN TO RF Tw my 0 hlFLlD2STuT 7G c SO 3 ANGLE BUILD OUT BRACKET T lz A"ap ^� "D� •r Al) r ay () A,A}XYLS SxVT. cr 1lSrNL[D rLXLDi1.p,C AV.L O` TAA r CF rHr WgCRT UVXF nj?M H£GU�/±AFIfLNIXYa /N,Ya 70 REVERSED "EA ANGLE TRACK .Tcnr. : J/r - r ti —III_ -214 , R-2w, oh Ih 'A Tr T -r b LLs LDCTnr� $ .cDr _ 12S 11 R ZL1�Y--I T ® "F" TRACK ANGLE S :J/r- r orr �r•09Y 1 r , 7 S. STUD I- ro AvQE SHOS 7,50 O SPACMS STTOYN b �.� . ON sEcnoLTsscr � ri L �T • I--zLxAr---I T .oer-I I I 90 STUDDED ?ANGLE -I oOdJ-Se A"""''A DETAIL 1; swo k/ rtwc NUT swr: J/r•- r 7. PAWCLS IAr ASO BE X57AU-0 lj f2Z OET NTNIY FOLLOMNC-NSTAllA1XN MS ��i. �a. •.:.. 1 INRU d (S+KLT I d J D'.. a) LYClPJ 7mr T7cAae-As Z J, d: I SNAIL f T Hr- fz ON YCI)OHS - A fr STNL1 Bc 1w A£SN•ae,r r 0` TN[ CUv7AAQLW i0-K/LFY Tlir SOLNOnL1S ➢ WOW SWIMS a 70 f:Y,AmalCD W WS r P Dq I,I. SIALCII.RC ASRT�M1'AL'£ Troy SHUIIOP ,....0ar, DC ADACp4D 70 LL11CR[IC BCOCX.CN Mx)0 FTMI.E DULDµCS. =- STN,M AWRAFAA7VRVM LABEL SWU DC PLAICLD AT DOOM CY G!X-'PAA£L?:�• LA 5H Rct AS fDL M rLSTCR,I METx•SWPLr. et LvT WOMX Timm T AA C C NTr P=WT C WnWL APPROVO PRODUCT REN,EIVED 1 ACCEMNCE N.00= T qLION DATE C) O % ZOa3 APPROVED AS COIdPLYIDG V/'111 711E —It—.12s�• souru FLORIDAMCOM DN!tD;Nr f•GrLE T� CoNTROLDIVISION OATS� (9?) 9VT &IIIDINGCODECOMPLIANCE0177CE DY-�•%�J��S/ v h P6U. ^ OURNM CODE2CCp,mL "rr ufFlCF, L ACCEPTANCE NO.9 _D_-081 `1 - I_ 2" x 5" (Max.) x .125A" ANGLE �:.yr - r IL ECO,Nc. TILLT 7rS77NG h ENDO&MADIO COMPAWY o➢! xr Xf_ SL Sty SIT. LAOVA G9oWi R Llea 0.050" BERTHA STORM PANEL EASTERN METAL SUPPLY, INC Jew laA- sOvM WX WCWTH, a JJIa I-J717 DADE COUNTY AS SHOT M scar 7/7/ae DATE 98 - 172 CONCRETE.fNCHORS \` .. (Scr SCHECULE) POURED. CONCRETE REOUIRED--\ o \ ; tj I r- (SESCHEDULi)- FOR E M/NIMUAi SEPARATION -S- TO CLASS OF WINDOW ORS G. D. 0 U POURED. ;; CONCRETZ`,,.- OR CCK W.jY�. REOUIRAD � " CONCREF41'i4N -HORS (SEE SCHEWLE) . CONCRETE ANCHORS (SLZ SCHEDULE) POURED T CONCRETE R£OUXRED� \ o lli 2 Cmf. (SEE SCl/EDULC)- FOR MNN/MUM +.� SEPARADCW -s- TO a I CLASS of NiHDOW OR S C. D. h I � 1/f 0-20 w I BOLTS W/ 7/ z J/JTO. W1NC ILNUT O y C 4 Q POURED Q CONCRETE OR CONCRETE BLOCK WALL scr .su (sc f u ANCIKNS \ - :- srcoucq _ l POURED CONCRETE REOUNED� p �i N w - z 4 0 t i POURED --/ o Q CONCRETE OR CONCRETE 1 b u REOLRRED � d VIr � BLOCK WALL p REOUIRED 6 Cont 5 ConL CONCRETE ANClCl (SEE SCHEDULE) BUILD OUT INSTALLATION CONCRETE ANCHORS (SEE SCHEDULE) WALL MOUNTING INSTALLATION SECTION O ANCHOR SECTION 2 SCALE : J/B- • WW, ' W N I {' F-20 r I /{" BELTS W/ I D W 2/ NU LY O C_ W / 4 / POURED CONCRETE OR CONCRETE N 3 BLOCK WALL / 1 R£OUIRED SECTION O STUD WALL MOUNTING INSTALLATION SECTION 1 h2E : DE7.VL OF SECTION O STUD LAUD ALSO FOR E D. - EOCE DISTANCE (S££ schEDLLE ON SHEETS 5 t 6 OF B) FOR Min. SEPARArm 'S,TO CLASS OF ,WINDOW OR S C. 0. I f I-20 J/JY WW90C UT 170. S — SECTION 3 SCALE: J/6- _ I- NOTE FOR COMB7NARON OF SECTIONS : WALL/FLOOFYCE/LING MOUNNNC SEC770NS GW BE COMBINED IN ANY WAY TO SUIT A7{Y WSTALL1770H ` -) �i,, "n", r,- ,e\ ° (SEE sof comc ConL 1 POURED CONCRETE REMRED p h3 4 o POURED U` CCACRETE= . _I OR CONCRETE BLOCK WALL REOWRED CONCRETE ANCHORS (SEE SCHEDULE) 'FOR MDX SEPARA770H 'S- TO CLASS OF WINDOW OR S. G. -20 x J/i J/72- WING HUT xo IY O. C I Co I,n,; BUILD OUT INSTALLATION SECTION 4 sYACE : J/e- _ I- 0-20 M. S- NUF a 17- O. C. APPROVED AS COMPLYING WiTII THE SOUTH FL P,IgqA BUILDING CODE PRODUCT nNEWED DAT ��ob,,, Q8 , - ACCEPTANCE Nm 00 — 0 6 0=4C DY EXPIRATION DATE S O PRODUCT CONI DIVIS'ON Zoo BUILDING CODE COMPUANC,L�OEf�IGE PROD CONIMULDIVISION BUILDING CODE COMPLIANCE OFFICE 1L EOOI c. JT TESTING t Dictim IG COI/ rNT. »xar• c. rnoa n DAD£ COUNTY 0.050" BERTHA STORM PANEL AS SHOWN SCALE 7%I/9B EASTERN METAL SUPPLY, INC DATE 3 W 2. A SOUM vN¢ rovrx, rt Jss I-M47 98 - 172 n_a ..�.... -.� -. - I F_ DRAWIHO I& - CUT PANE! ///--- POURED CONCRETE / OR / CONCRETE BLOCK 7YA(C REOLYRFD �� 1' uln. CONCRETE ANCHORS O I Y 0. C. J105—H14 OR 606J—T6 ALLOY 3 Conl. Num. ANGLE i CASE A (Plan SCALE.- 1/4- = I- Z' x J" x .093" 3105 H-14 OR - 606J-75 ALLOY Cont. Num: NICLE WTH ANCHORS o 1Y" 0. C. I 114' . POURED CONCRETEO - Y' ' CONCl7E7E BLOCK HALL RECfgRFD VN6E5 \ 6 II B qOR POURED CONCRETE . Ca\CRETE BLOCK )Y.VL REOLaT REIX Y?EP r2.500" wn. q / CONCRETE ANCHORS I O IY O. C 7 II Lin. W 9c c L OR O OR ® r OW \ q OR OOR OR O 8 O Y Y Alox. \ OR 9 O x ?- x .OSS TO Al rS x.0.5S cont Num. ANCLf OR ALIER+JiTE LEG LOGRON yJ .060' 310.5-Hf34 SrrEET f/f > BOLT l" x 4" x 1U£TAL AMn. BFlJT PUrE D 2-r 0. C W/jAclow .07T" J105-H14 OR 6063-T6 ALLOY ConL Num, AAGLE CASE B (Plan) CASE C ()Dlan) SCALE. 1/4- 1' SCALE 1/4- = 1- END CLOSURES DETAILS MAXIMUM DESIGN PRESSURE RATING CORRESPONnTNr_ 2Jd VTATTTA.T DAhTT.1T Yr xrr r _ POURED CONCRETE OR CONCRETE BLOCK )WILL REOULRm CASE D (Plan) SCALE. 114' = I - 1JAXIb/W DESIGN bfox. PANEL LENGTH PRESSURE RAONC L (LL) NWlNVu SEPARA]10N W (SEE SECRCIis) 7D cuss +65.0, -77.0 B =O' OR LESS 2 114' +65.0, -77.0 >8'-0- TO 9'-0 3 11/16 +62.0, -7J.3 >9'-0- TO 10'-0' J 716' PRODUCT RENEWED ACCEPTANCE Nm_a!j boZ (f EXPIRATION DATF. OS O .7 07 By PRO CONTROLDIVISION BUILDING CODE COMPLIANCE OFFICE If I ECO iwc. f TESTRJO t „LrRutc cou, APPLG8LE TO SEC77a,'S / r ANY Co"BTN. Toi OF That 1 THRU 8 1 THRU 8 2, 6,7&8 APPROVED AS COMPLYUM lViTll TIIE SOUTH FL RIOA BU!LDIMC CODEp DAToy I�IID� FRDDUCT CDH Ii01 DiV:S D71 OUiLDfRT, CODE C064.PL•AV.CF OFIICE AccrmI;scit;D.4E=-o I -I -/ � 0.050" BERTHA STORM PANEL EASTERN METAL SUPPLY, INC isop J.na A... soum 1A7 >a'X fL J.H61-y47 u D ULE DADE COUNTY AS rLr-- srlL 7j7/➢6 DATr .. 98 — 172 DESIGN PRESSURE. RATING i{r (p:s.f); AND CORRESPONDWG MAXIMUM ANCHOR SPACING SCHEDULE FOR ALLATIONS INTO CONCRETE -AND CB-S_ STRUCTURES E D. = EDGE DISTANCE MAXIMUM DESIGNSLOAD (p. f) - MAXWUM ANCHORS SPACING FOR E. 0. APPLICABLE TO SCCDONS j & ANY 7NEM M9hjkrON Wl-VUM PANEL _ L- (N-) TAPCONS 10 COIKWEIE TO DASONRY R K 7AVAC N.VUH TO CONCRETE TO MASONRY RAK CALK-N. TO CONCRETE TO MAS"Y _CF TAP -CHIP TO CONCRETE TO MASONRY PANQMATFs' TO CONCRETT TO MASLWRY 8 N/A 4" N/A 8' N/A 5' N/A J 1/2- N/A 1 (TOP) . 12, •. 8 12' 10' 12" _ 12- 12' 1 (BOTTOM) 12- N/A 12' N/A 12" N/A 12' N/A 17" p//A 2 (TOP) 12" 8' 12, 10- 72- 12' 12 8' 11 17' 2 (BOTTOM) 12- N/A 12" N/A 12' N/A 12- N/A 71" N/A 3 (70P) 12" 8" 12" 10" 12' 12" 12- 6" 11 11" J (BOTTOM) +55.0. -65.0 12- N/A 12- N/A 12" N/A 12' N/A W N/A 4 (TOP) 9'-0" OR LESS -12" 8" 12' 10" 12- 12' 12' 8" 17' 11' 4 (BOTTOM) 12" N/A 12" N/A 12" N/A 72 N/A 11- N/A 5 (TOP) 12' 8" 72' 10- 12- 12" 12 6- 17" 11" 5 (BOTTOM) 11 1/2" N/A 7 1/2" N/A 12' N/A 8 1/2" N/A 6" N/A 6 (TOP/.BOTTOM) 10- N/A 6 1/2- N/A 10 1/2' N/A 7- N/A 5" -N/A 7 (TOP/BOTTOM) N/A N/A N/A N/A 12" 12" 12" 6- 6- 6" 8 (TOP/BOTTOM) 6" N/A 6" N/A 6- N/A 6" N/A 6" N/A 2 (TOP) 6' 6 6" 6- 2 (BOTTON) -t55.0, -65.0 6' N/A 6" N/A 6" N/A 6" N/A 5 1/Y N/A 6 ()-OP/BOTTOM) 9'-0" TO 10'-0' 6' N/A 5 1/2" N/A 6" N/A, 6' N/A 4 1/2 N/A 7 (TOP/BOTTOM) N/A N/A N/A N/A 6- 6' 6' 6" 6' 6" 8 (TOP/BOTTOM) A` SEE SHEET 7 & 6 OF 8 FOR ANCHORS TYPE & SPACING FOR INSTALL 77ONS INTO (FOOD FRAME BUILDINGS. MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2" EDGE DISTANCE FOR E. D- LESS THAN J 1/2", REDUCE ANCHOR SPACNNC BY MULRPLY/NC SPACINGS SHOWN ON SCHEDULE BY 7HE FOLLOMNG FACTORS- (Min, E 0. FOR RAWL CALK -IN ANCHORS & EICO PANELUAT£ IS 2 1/2"). ACTUAL E. 0. FACTOR TAPWN/IMFSL' NANN/ PANL[WTs RAM GYR-IN CT LW-CPoP 3' .86 .75 1.00 2 1/2- .71 .50 .80 7 .50 - _ PRODUCT RENEWED ACCEPTANCE Na 00- O 6 OZ - O u- EXPIR4TIONDATL- 0807 ?,poj Br PRODCONTP,OL DIVISION BUILDING CODE COMPLIANCE OFFICE ziTILLIT TLS7 & fNQWLTXDIG COMPANY m>J Hv, he A S. )/) vapx, wood n..UrO[ iMe..-: ,]osJAn-,ib !r _ lJOJL>r-rs�r APFROVLD AS C014PLYIIIG PATH TIIE SOUTry FL RIDA DUIWin CODE DATE.. �o J�E q8 P?DDIICT f.ON1R . DIY:5'011 OU', D t; CODE C0i1fPUARCE -OFFICE 0, 050" BERTHA STORM PANEL EASTERN METAL SUPPLY, INC Je00 ]Sa Ar,. S of wx w , a a1,a1-. 47 Ii=i�2Z 19 AS ShVWN scut 7/7/t0 DATL 98 - 172 IIIAXIMUM DESIGN PRESSURE RATING (p.s.f.)n.4ND.CORRESPONDING MAXIhfUM ANCHOR SPACING SCHEDULE'FOR INSTALLATIONS INTO CONCRETE AND C-B.S. STRUCTURES E:0.=EDGEOrsawcE MAXIMUM DESIGN LOAD {/ (p-s.1.) MAXIIATN ANCHORS SPACNJC FOR E. O. - J 1/r ,. APPLICABLE TO S£CTIDNS '�" GOA78WiTK1N O< THEM LENGTHM,PA(ft - LENGTH L (N-) TAPC17N5 TO'CONCREIE TO MASONRY RAK ZuAC IMILH TO CONCRETE TO A4lSOYRY R.4Y/L GUI-➢J TO CONCRETE TO MASONRY Cr TAP -GRIP TO COY CRETE TO MASONRY PANQJL97(T TO CONCRETE i0 MASONRY 6 NIA 3 N/A 6' MIA 3 1/2" N/A 2 7/2' N/A 1 (TOP) 12' ' 7' il' 8" 12 10' 12" 6 1/2- 9 1/2- 9 1/2 ! (BOTTOM) 12" N/A 71" N/A 12" N/A 12 N/A 9 1/2" IIA 2 (TOP) 72" 7' 77' 8' 12- 10 12- 6 1/1" 9 1/2- 9 1/2" 2 (BOTTOM) +65.0. —77.0 12" N/A 71' N/A 12' N/A 11 N/A 9 1/27 N/A 3 (TOP) 9.-0' OR LESS 17 T 11' 8" 12- 10" 12" 6 7/2" 9 T/2" 9 7/2" J (BOTTOM) 12' N/A 11' N/A 12" N/A 12" N/A 9 I/2' N/A 4 (TOP) 12" 7' 11' 8' 12" 10' 12- 6 1/2" 9 1/2' 9 1/2 4 (BOTTOM) 12" N/A 11" N/A 12" N/A 12" N/A 9 1/1" N/A 5 (TOP) 72- 5 1/2' 9 1/2" 6 1/2" 12' 8- 10" 5" 7 1/2" 7 1/2" 5 (BOTTOM) 9 1/2" .N/A 6 1/2" N/A 10" N/A 7- N/A 5" N/A 6. (TOP/BO)TOM!).. 8 1/2' N/A 5 7/2" N/A 8 7/2" N/A 6' N/A 4 1/2- N/A 7 (TOP/BOTTOM) N/A N/A N/A N/A 12" 6" 11" 6" 6" 6" B (TOP/BOTTOM) 6" N/A 6' N/A 6' N/A 6" N/A 6' N/A 2 (TOP) 6" 6 6" 6' 6- 6" 6' 2 (BOTTOM) +62.0, —7J.3 6- N/A 6' N/A 6" N/A 6" N/A 5" N A / 6 (TOP/BOTTO)d) 9'-0' TO 10'-0- 6 N/A 5" N/A 6- N/A 5 1/2' N/A 4- N/A 7 (TOP/BOTTOM) N/A N/A N/A SEE SHEET 7 X 8 OF 8 FOR ANCHORS TYPE A< SPACING FOR INSTAL(AN01,15 WO WOOD FRAME BUILD9X5. MAXIMUM ANCHOR SPACINGS ARE VALID FOR J 1/2" EDGE DISTANCE. FOR E D. LESS THAN J 7/2", REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (Nin. E D. FOR RAWL CALK-LN ANCHORS d ELCO PANELMATE IS 2 1/2'). ACTUAL E. D. FACTOR rAPc IN/7AWz NANN/ PANawTES RA#L CALK-/N Cr TAB-cmp .75 1.00 1 1/2' .71 .50 .80 L:Ej 50 PRODUCT RENEWED ACCEPTANCE No. OO - O�/, EXPIRATION DATE Oa0 Z a o3 By PROD C NIROLD1V1510N BUILDING CODE COMPLLQICE OFFICE APPROVED AS COMPLYING WITH THE SOUTH FLl,ID.4 DUILDIIIG CODE DATLOG"10/6Q�_��{B.../7 "'UUU61 UUNIIIOL DIVroi DUILDIiYG COOL I1 COAII'L.%,NCF Dillff ACCEPTANCE Ilou-- 5.11 . b DaDE COUNTY 0.050" BERTHA STORM PANEL " -vA'"' sc.0 7/T/r'e IL E C ®T N EASTERN METAL SUPPLY, "1NC DATr .�L1 .111U^J uvLIUlAW101 nL'uDllllVPI a'0I}Uf:1Gll (rnelGblYl9t� r, UU IM 'WO-LUUJwul WL7 VUmIAGRII BLUp1111UA 0gUI1Gfl Jan 15 03 06:18a EMSLW C I I rl4A1, LUVAT10N a+4�nr�"saFM.wow. �. nu sfn.0 s,Wa i„td rc_CBVao N ACLYowrq KM rNC� ��pi p►�yp roCG tt+�a rr,[ lrAd1HIMU SUISS04700 anaKrt"sr.wv uunav OZ PLAN VIEW TYPICAL J I MUD kra FLM�, PRnJrft EGF2E5S MG;?I m. me. 24 CA, GE GALV. 5 1„ PANE( 02-08080 I & / JK LEGEND: = DELTA ANGLE O.M.E. = OVERHANG MAINTENANCE EASEMENT T.O.B. = TOP OF BANK L = ARC LENGTH O.R.B. = OFFICIAL RECORD BOOK TYP. = TYPICAL CATV = CABLE TV O/S = OFFSET U/C = UNDER CONSTRUCTION C.B. = CATCH BASIN O.S.T. = OPEN SPACE TRACT U.E. = UTILITY EASEMENT C.B.S. = CONCRETE BLOCK & STUCCO P.B. = PLAT BOOK U.L.P. = UPLAND PRESERVATION CL = CENTERLINE P.C. = POINT OF CURVATURE U.L.T. = UPLAND TRACT CONC. = CONCRETE P.C.P. = PERMANENT CONTROL POINT W.M.E. = WATER MANAGEMENT EASEMENT COV. = COVERED P.D.E. = PRIVATE DRAINAGE EASEMENT W.M.T. = WATER MANAGEMENT TRACT D.E. = DRAINAGE EASEMENT P.G.E. = PRIVATE GAS EASEMENT 0 = SET 5/8" IRON ROD WITH CAP NO. LB 6674 ELEV. = ELEVATION P.K. = PARKER KALON NAIL O = FOUND 5/8" IRON ROD WITH CAP No. LB 6674 E.O.P. = EDGE OF PAVEMENT P.O.B. = POINT OF BEGINNING 0 = FOUND PERMANENT CONTROL POINT E.O.W. = EDGE OF WATER P.O.C. = POINT OF COMMENCEMENT 0 = SET P-K NAIL WITH DISK NO. LB 6674 F.F. = FINISHED FLOOR P.R.C. = POINT OF REVERSE CURVATURE ♦ = FOUND MAG NAIL& DISK PCP LB 6674 FND. = FOUND P.R.M. = PERMANENT REFERENCE MONUMENT 0 = WATER SERVICES F.P.E. = FLOOD PLAIN EASEMENT PROP. = PROPOSED Dd = WATER VALVE F.P.L. = FLORIDA POWER & LIGHT P.T. = POINT OF TANGENCY = SANITARY SERVICE L.M.E. = LAKE MAINTENANCE EASEMENT P.U.E. = PRIVATE UTILITY EASEMENT ❑ = FOUND PERMANENT REFERENCE MONUMENT 575 L.S.S. = LANDSCAPE AND SIGNAGE EASEMENT R = RADIUS 0� (4"x4" CONCRETE MONUMENT) M.H. = MANHOLE RAD. = RADIAL\` .0„ =EXISTING ELEVATION IN FEET MON. = MONUMENT R/W = RIGHT-OF-WAY N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM SAN. = SANITARY 0.00 > = PROPOSED ELEVATIONS IN FEET N.R. = NOT RADIAL S.B.T. = SOUTHERN BELL TELEPHONE = DRAINAGE FLOW INDICATOR O.E. = OVERHANG EASEMENT S.F. = SQUARE FEET B.Z.T. = BUFFER ZONE TRACT NOTE: * SURVEYOR'S REPORT: 1. THIS SURVEY IS PREPARED FOR RESERVE HOMES, LTD. AND IS NOT ASSIGNABLE. 2. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHTS -OF -WAY OF RECORD BY THIS OFFICE. 3. VISIBLE ENCROACHMENTS ARE AS SHOWN. 4. DESCRIPTION FURNISHED BY CLIENT. 5. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 6. THIS SKETCH IS THE PROPERTY OF LAWSON, NOBLE & WEBB, INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT THE PERMISSION OF LAWSON, NOBLE & WEBB, INC. IN WRITING. T. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF LOT 25 WHICH BEARS N 66"19'46" W AND ALL BEARINGS ARE RELATIVE THERETO. 8. ALL DIMENSIONS RELATING TO THE BOUNDARY AND ITS LOCATION ARE MEASURED AND ARE THE SAME AS PLAT/DEED DIMENSIONS UNLESS OTHERWISE NOTED. 9. ELEVATIONS SHOWN HEREON ARE BASED ON N.G.V.D. ADJUSTMENT OF 1929. 10. LANDS SHOWN HEREON LIE WITHIN ZONE X ACCORDING TO THE FLOOD INSURANCE RATE MAP PANEL NO. 120285-0275F .,DATED AUGUST 19. 1991 11. DATE OF FIELD SURVEY: 1JANUAR)31, 2G05 CERTIFICATION:' ' IMPROVEMENTS, IF ANY, ARE AS LOCATED. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. DAVID L. SMITH, PROFESSIONAL SURVEYOR AND MAPPER FLORIDA REGISTRATION NO. 4951 0 = SET 5/8" IRON ROD WITH CAP -WITNESS CORNER LB #6674 o 1.0' OFFSET 0 = SET 1/4" DRILL HOLE 0 = ELECTRIC SERVICE A = CATV * = LIGHT POST SCALE: 1" = 30' SCANNED BY St. Lucie Coup, ty Qsoa-oil � DESCRIPTION: BEING ALL OF LOT 25, BLOCK C ACCORDING TO THE PLAT OF PGA VILLAGE, AS RECORDED IN PLAT BOOK 43, PAGES 32, 32 32F, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. P-\600-699\B669\CA➢\LOTSURV\BLOCK C L0TS\18-36\B669LS25.dwg 4/25/2005 A LAKES AT THRU 8,15,47 AM EDT MAP OF BOUNDARY SURVEY CLIENT: RESERVE HOMES, LTD. LB # 6674 `N W • • • • • • • • • • • • ••w Lawson, Noble 8t Webb, Inc. ENGINEERS PLANNERS SURVEYORS 590 NW Peacock Boulevard, Suite 9, Port St. Lucie, Florida 34986 (561) 878-1700 • fax: (561) 878-1802 • emai: Hw-pslolnw-nc.com West Palm Beech • Port St. Lucie REVISION FB/PG DATE I BY CK'D DATE: 1-31-05 FORMBOARD TIE-IN SURVEY 4-22-05 CTL DLS BY:JDM CK'D. F.B.:PAR 34-4 PG:26 JOB NO.: -B669 :I , LEGEND: A = DELTA ANGLE O.M.E. = OVERHANG MAINTENANCE EASEMENT T.O.B. L = ARC LENGTH O.R.B. - OFFICIAL RECORD BOOK TYP. CATV = CABLE TV O/S = OFFSET U/C C.B. = CATCH BASIN O.S.T. = OPEN SPACE TRACT U.E. C.B.S. = CONCRETE BLOCK & STUCCO P.B. = PLAT BOOK U.LP. Q = CENTERLINE P.C. = POINT OF CURVATURE U.LT. CONC. = CONCRETE P.C.P. = PERMANENT CONTROL POINT W.M.E. COV. = COVERED P.D.E. = PRIVATE DRAINAGE EASEMENT W.M.T. D.E. = DRAINAGE EASEMENT P.G.E. = PRIVATE GAS EASEMENT 0 ELEV. = ELEVATION P.K. = PARKER KALON NAIL E.O.P. = EDGE OF PAVEMENT P.O.B. = POINT OF BEGINNING E.O.W. = EDGE OF WATER P.O.C. = POINT OF COMMENCEMENT p F.F. = FINISHED FLOOR P.R.C. = POINT OF REVERSE CURVATURE FND. = FOUND P.R.M. = PERMANENT REFERENCE MONUMENT 0 F.P.E. = FLOOD PLAIN EASEMENT PROP. = PROPOSED b4 F.P.L. = FLORIDA POWER & LIGHT P.T. = POINT OF TANGENCY L.M.E. = LAKE MAINTENANCE EASEMENT P.U.E. = PRIVATE UTILITY EASEMENT ❑ L.S.S. = LANDSCAPE AND SIGNAGE EASEMENT R = RADIUS 0, _0„ M.H. = MANHOLE RAD. = RADIAL MON. = MONUMENT R/W = RIGHT-OF-WAY N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM SAN. - SANITARY 0.00 > N.R. = NOT RADIAL S.B.T. = SOUTHERN BELL TELEPHONE --'k-� O.E. = OVERHANG EASEMENT S.F. = SQUARE FEET B.Z.T. = BUFFER ZONE TRACT SURVEYOR'S REPORT: 1. THIS SURVEY IS PREPARED FOR RESERVE HOMES, LTD. AND IS NOT ASSIGNABLE. 2. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHTS -OF -WAY OF RECORD BY THIS OFFICE. 3. VISIBLE ENCROACHMENTS ARE AS SHOWN. 4. DESCRIPTION FURNISHED BY CLIENT. 5. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 6. THIS SKETCH IS THE PROPERTY OF LAWSON, NOBLE & WEBB, INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT THE PERMISSION OF LAWSON. NOBLE & WEBB, INC. IN WRITING. 7. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF LOT 25 WHICH BEARS N 66"19'46' W AND ALL BEARINGS ARE RELATIVE THERETO. 8. ALL DIMENSIONS RELATING TO THE BOUNDARY AND ITS LOCATION ARE MEASURED AND ARE THE SAME AS PLAT/DEED DIMENSIONS UNLESS OTHERWISE NOTED. 9. ELEVATIONS SHOWN HEREON ARE BASED ON N.G.V.D. ADJUSTMENT OF 1929. 10. LANDS SHOWN HEREON LIE WITHIN ZONE X ACCORDING TO THE FLOOD INSURANCE RATE MAP PANEL NO. 120285-0z75F ; DATED AUGUST 19. 1991 11. DATE OF FIELD SURVEY: JANUARY 31,2KNJ5 CERTIFICATION: ' IMPROVEMENTS, IF ANY, ARE AS LOCATED. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. = TOP OF BANK = TYPICAL = UNDER CONSTRUCTION = UTILITY EASEMENT = UPLAND PRESERVATION = UPLAND TRACT = WATER MANAGEMENT EASEMENT = WATER MANAGEMENT TRACT = SET 5/8" IRON ROD WITH CAP NO. LB 6674 = FOUND 5/8" IRON ROD WITH CAP No. LB 6674 = FOUND PERMANENT CONTROL POINT = SET P-K NAIL WITH DISK NO. LB 6674 = FOUND MAG NAIL& DISK PCP LB 6674 WATER SERVICES = WATER VALVE = SANITARY SERVICE = FOUND PERMANENT REFERENCE MONUMENT 575 (4'x4'CONCRETE MONUMENT) = EXISTING ELEVATION IN FEET = PROPOSED ELEVATIONS IN FEET = DRAINAGE FLOW INDICATOR 0 = SET 5/8" IRON ROD WITH CAP WITNESS CORNER LB #6674 • 1.O' OFFSET 0 = SET 1/4" DRILL HOLE 0 = ELECTRIC SERVICE A = CATV Y7, t = LIGHT POST BY St. Lucie Comly 1" = 30' DESCRIPTION: BEING ALL OF LOT 25, BLOCK C ACCORDING TO THE PLAT OF LAKES AT PGA VILLAGE, AS RECORDED IN PLAT BOOK 43, PAGES 32, 32A THRU 32F, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. P.\600-699\B669\CAD\LOTSURV\BLOCK C L0TS\IB-36\B669LS25.dwg 2/1/2005 10-54,20 AM EST MAP OF BOUNDARY SURVEY CLIENT: RESERVE HOMES, LTD. LB # 6674 LNW • e • • • e • • • see •••� Lawson, Noble & Webb, Inc. ENGINEERS PLANNERS SURVEYORS 590 NW Peacock Boulevard, Salle 9, Part St. Lucie, Florida 34986 (561) B78-1700 • fox; (561) 878-1802 • email: Inw-pslehw-inc.cam West Pain Beech • Port St. Luce REVISION FB/PG DATE BY I CK'D I DATE: 1-31-05 BY: JDM CK'D: F.B.: PAR 34-4 PG:26 2- -e�5 JULIAN D. MORRIS. PROFESSIONAL SURVEYOR AND MAPPER FLORIDA REGISTRATION NO. 4731