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OFFICE USE ONLY; j . I /� . Doll DATE FILED: ( vl •� PLAN REVIEW FEE: 0 RECEIPT NO.: % � 8 / (e PERMIT NUMBER: � � D I ' ( r� r�' / 1 `(� CONCURRENCY FEE: joa RECEIPT NO.: CERT. CAP. NO.: 1. 2. 3. 4. 5. 9. 10. 11. i 12. i i 13. 14. 16. ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIO IVISION SCANNED 2300 Virginia Avenue BY Ft. Pierce, FL 34982-5652 �00mo '5t. LWde County 772-462-1553 �Q��r�; 4- Q �/ 0 ozz nnz v�- APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION LOCATION/SITE ADDRESS: �_F \J PROJECT NAME: SITE PLAN NAME: PROPERTY TAX ID #: �4-050 Q LEGAL DESCRIPTION (attach extra sheets if necessary): r�-ie� PLAT BOO 6. PAGE NO. NqLD 7. BLOCK NO. PARCEL SIZE (ACRES/SQ FT.): TE DESCRIPTION OF LOT DIMENSIONS: 8. LOT NO. OR WORK ACTIVITY: 0 _` a� c11 Ln SETBACKS (ACTUAL) FRONT: BACK:_ TYPE OF CONSTRUCTION (Check all appropriate boxes) NEW CONSTRUCTION cPK.RESIDENTIAL [ ] OTHER (SPECIFY) DESCRIPTION OF PROPOSED USE: 'C'e S 1 ai4o6k [ ] EXPANSION/ADDITION [ ] COMMERCIAL SIDE: • 5 LEFT SIDE: T [ ] INTERIOR RENOVATION [ ] INDUSTRIAL SQ. FT OF CONSTRUCTION: VIR , 15. SF. FT 1st FLOOR: VALUE OF CONSTRUCTION: $ 2war— 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 indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice.of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 UPDATED 6/25/09 OWNER INFORMATION NAME: CL" ADDRESS: CITY: 1U �� Q STATE: O ZIP L IT 1 PHONE (DAYTIME): Clb' 79� - ?S— Email: J-=N-iroLa- S,-1"�)Cg- c'& IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): (_) CONTRACTOR INFORMATION ST. of FL REG.CERT #: C` F �A�Cj BUSINESS NAME: � 1t M QUALIFIERS NAME: cxn N)o ADDRESS: CITY. TWE�&A-)CiP STATE: PHONE (DAYTIME)( �X NO. ARCHIT/ENGINEER: ( ADDRESS: QC)l CITY: PHONE (DAYTIME): l5� BONDING COMPANY: ADDRESS: CITY: ST. LUCIE COUNTY CERT STATE: ZIP: MORTGAGE LENDER: k6D C ADDRESS: CITY: STATE: ZIP: IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. s CERTIFICATION: This application is hereby made to obtain a permit to do the work 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, FENCES, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. 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 uses to another non- residential use. NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OR STATE OF COUNTY( The for going instrument was acknowledged before The foregoing instrument was acknowledged before me this `� day of c _) 0— me this day of 20_)J_, by 17y�S�e� Lss --s by Q 0 M"P-1, who is personally known or has produced who is personally known or has produced as identification. as identification. ature otary S ature o otary ,of60 " CHRISTINA ILLY Commission No. Commission # DD 959417 Commission No. �� . ( TINA ILLY A {zy',' Expires February 14, 2014 %.RCotmBoddThmTroyFanl�smr�e ?45•'",o BpiresFeru2014 §nde NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. OFFICE USE ONLY BP #: �) • ) SECTION TOWNSHIP 7 ./ 1 RANGE MAP NO. ZONING P/ n� LAND USE LOT CVG % 1 TAZ NO. FLOOD ZONE ,Q 1- FIRM MAP # 1ST FLR ELV � MAX HGT CONST TYPE � % 0 V OCCUP TYPE ® _3 T� MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE / ! o (/ AREA FEE FEE RADON LIBRARY PUBLIC BLD PUBIC BLD PARKS IMPACT IMPACT F IMPACT IMPACT FEE coRRE ON FEE FEE GENERAL SCHOOL O CREDIT Y N LAW ENF IMPACT IMP IMPACT FEE F FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE _ SPECIFY MECHANIC ROOF NON -CONFORMING MISCELLANEOUS SUBS ELECTRICGAS LOT OF RECORD FEES REQUIRED PLUMBING FEES DATE SENT TO ADDRESSING: REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED All 2 D 1 DATE COMPLETED INITIALS 03/22/2011 02:42 7725@ r-A59 K.S.M.ENG. -- PAGE 01/01 KSM KELLER, SCHLEICHER & MaCWILI IAM ENGINEERING AND MARTIN (772) 337-7755 TESTING, INC, P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 PALM BEACH (561) 845.7445 SEBASTIAN (772) 589-0712 FAX (561) $45-8875 www.ksmenqlnaaring.nat MELSOURNE (321) 768-8488 CA.: 6693 E-Mail: KSM@KSMENGINeERING.NEr ST. LUCIE (772) 229-9093 . FAX (772) 589-6409 SOIL COMPACTION REPORT ,ASTM 0 1557 and ASTIIA D 2922 DATE TESTED March 18, 2011 KSM JOB # : 110323-1d PERMIT # fill'1'f 4'P48 CONTRACTOR Creative Concrete JOB LOCATION : 894 Woodlands Drive POrt St. Lucie, Florida ITEM TESTED Com acted Foundation Fill for Gars TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. S.W. 0" -12" 37 107.6 111.E 96.4 2. Center if 36 107.2 To 96.1 3. M.E. it 37 107.5 41 96.3 Soil Description: Brown Sand In Place Moisture: 9.6 Percent Optimum Moisture: 11.4 Percent Max. Dry Density: 111.6 P.C.F. @ Test Locations The Density & Penetrometer Readings kj jjg6}p,#h0 fo , ound 'art " 05n. Re* entry rl ik- 113.01 1 1 I 1 1 w , E I I 1 I 1 I G112.0T H T I ! I I 1 P _ 1 ► l r i D - R I I I ! I I Y108,0 Grade. 8 9 10 11 12 13 14 Moisture - 0/8Of Dry weight 4 a Julie �� \\`� E-mail /if Fa St. a County Building Department Ronald G. Keller. P.E.: 37293 / 81 Lic, No_: 861) 1 .I1111lq F Kwllar PF - AWA 1t HILU11 U;zq rn WNI) rrum'. li6j 105 ruby, ndfldu I im, .Im. %Ifu6P . #11 • .. ./rr r r. v� l � ✓0..r r•T / r/11.4N1R-ul7lJIT1 St L"le, calf$] ay ]inspections Ft Pierce, M 34982 (772) -.217-1 rgri c v\ P. E-1Z m= utt u.i CERTMCATE OF TERMME TREATMENT �oxx>ir�crmx�aar, ' .,r1i-, qv Pl�Ial4f�c J011 ADDrt. 11��„�a6J � yf �` /lam` ..4—Y.. f •7 ' .T"3`� Li —Ur.., �'' iL.rJ �'~ ........... . IMST CONTROL Ltd f W4)7 *A VAftVfi4pdedj beady ccrWy tgart wb have Pnt reared UZ IsbQv"OaCdW OOWt ruc*a ;for ��terrrtlne�n �c'+o�t� � ».xrl�>a� ��tU lea �Ira�a7,e>t•�a 1),Q 1h®.A7aaifou� P C.enatro�' A►�pcill�on. 7" �C - Sq"m of Arna, ere ed.- Perco nt"geef 7b JDaW of Asa : _ U l / ;�. r , ? I Of'r��d : C,r C/ �'�"T C1 F'wtilag 'C1 Xst •rt�attrac�tr lJ �o-sxvr�c 11 Slab Q list Tmt mcnt QJ ltv-wmi L-1 D xivt;way D 1AE TT7tma1 mixt. Ck POOIS L, 3 tic Tmammi: NICtO IA C:prt oerst Pratacti� mhn,anrJtrp.�ae�lfa►tajtarrr�ieas. A K%Wl air DaaW AaU be prooded to ma& aiup114002ta(Ipl7m Camjfb:a,�rox m &wh r x1md prozeerlvelraabxw 0 ^0'•W"44 iM��80W�J"g- fhd PdO-AW M4171617giP�jt PJd Rttarr� afta*Y400jor the bolft,par, n4 jFJa. Pmvilk -Ac Ptr&" idtWt& Of ght tr,PpeWOOP. iorw aaa days 4rilm frm mewu, ,ems• lowfia% ama rr" 4 oharicat wr4 pawfjf mARAaltrQf 00 and rwmt)wr OfSaUem xmvd, tv gula 04 a VWWOU r.9ca►d a prara $tm tssn,9bv¢ct7/i: Yj't%Id�6dYahelntx�a�brar�rhwic�r7fort�rs�ai�B�S+�irr�re67, Anal ernarkirOvahr aw salt gra cbmp1&ad pr'to, tomool bra WJS app► WJ. 'St1 udoCou*muirw%rtho&Winapscfiola£orCO,aNmAawi d'%aEo %e pteosrd aoa stun vles�statt � tl� �°*v ,���,e�i IJy@ trewtrnsafs Ghd &tim at? apglimuawx. -- © Other Q Rm Oped=ter for Fmal 111SP&Iin7a SisawWredWAUTA00tor , Tara r lssra�gL be 9z "HWifOWAYMAr 040h er,re-waWm at fmd Wsfa m=gat ba on f job k4 to be p ,y th JRO, r apt �,t 6f wh ' �r tea Fe�'� d» w ,' Jurd-14 -/- Fri I .11, : 51 G3i'I 11): 60/60 39dd NMI' bbLT363ZLL TS:60 TT03/LT/01 10/14/11 12:20PM EDT '7724E`- ")9' —> 17724621578 Pg 2/3 GGGCI�GGGGG °GGaGG�GGGGGGGGGGGGGI TO: !OM ADDRESS: The under iva follows. TION INSTALLATION CERTIFICATE LOT, BLOCK;.—_ SBCTION; JOB NAME; , a. I Exterior on vralls haw Ifean With ............................Check one b a dtloktteaa of WA W hel ` ' ''thiif(ptaas, aoomdlag sa the menufkott,rar. Dos by WA will yield mn "it" veins or Exterior Freft walla have „h�aewin,W�,d woithtoothiakme"of ................... Check one mwtulbturer, . according to the Density 2. Mein CeUlnps have bee:a i to a th�dwass of -' 4 In with", ,, Check one mlotuf)ttrturer, Wit . � thlolf t0% Itccordinj to the Density WA Y , Rt' value of o CoHinp® Qllhadral to a thickness of have ' with ......................... Check one manutkoturer, " , according to tha Density WA will y(ejd an ")v vallte of 3. Interior knell walls hays � to a thickness of ^ ..................Check one menufhmurer, according to the Density WA will Ylold an'1R" value of 4. t3arage partition walla oFoondltimed flying areas have bees ineultttedw1t11i�.�.�,�„ q,,, to ....... to a thickness of inohe4 w Cheek one uuhaturer, hick 11"ding to the Spray on cellulose Fiberglass blankata Aluminum Poll Mold (( ) S on cellulose lass blankets ( ) Aluminum Foil ( ) Other Spray Foam ( ) Fiberglass blankets f) Fibelth s loose fill (( Mhar l Foil ` mr'�yl`���, `err.,,`-�.` s, ( ) Fibergiuss blankets ( ) Fiberglass ioose fm ( ) Aluminum Fou ( Other Omuloee ( ) Plberglass blankets ( ) polyurethane ( ) Spray on, cellulose ( ) Other Spray Foam iborglass blankets ( ) SW+ey on cellulose ty NIA w yI Idan v ua or ' ( ) Polyurethane ( ) Other Aluminum Foll MULTI FAMILY RESIDENTIAL s �CONSTRUCTION ONLY; difThe common (patty) walls separating ltierertt ltmta hall be btsul�ed as�Itows � by $may Cade TwIrs"ts. SW Fraf>wyi�(attud walls R• 11(Min.); CBS or Concrete wall: R-3 (iNin,� I�nr , 1041 aditlon. Theiie hminlat w4 levob of cob Rev. I/$7, Insuledeit tll�ayloi Illoluded In the 903.2(b), on page 9.17, ba ie W14d In the geld. CaloulatI^ but shall -NOT& DMIlties of Rd on, loon fill or (lb/ft3) arro efthraa ( RY SAMPLES" o), j r t tpo>ied`on vita inault►tian steal{ be the P.C.F. Insulation Contra for Insulation Contractor Signature <QLQ Insulation contractor's CGS R � Mete of Certification Builder's Name - Builder's CC# r. Notary public RECEIVED OCT 14 2011 PUI)Iic Works St. Luck-, C:racanly', .� WN.UAM 1 NiCI•A19Y ta1RlW 13TATg t]F Ftt:1R1!!A CWWMW413 a r�o�a 10/14 /11 12 : 20PM EDT ' 7724E�'" -' D9' —> 17724621578 r ` Pg 3/3 INSULATION COMMERCIAL - RESIDENTIAL Date: June 1, 2011 To. AWN Construction Job: Fitter Res 58 Nettles Blvd Jensen Beach, FL FIRE PROTECTION AFFIDAVIT Be it known that, I, Michelle Richards, of MER Enterprises LLC dba Leed Insulation, hereby certify to the best of my knowledge that Blazelok IB4 has been applied in accordance with the ICC Report 4 ESR-1172 as required by the job specifications and the LOCAL BUILDING CODE. Furthermore, I certify that all materials have been installed in strict accordance with the manufacturers' instructions and recommendations, by installers qualified to install said materials. Michelle Richards MGRM OCT 14 2011 Public.. Works MER ENTERPRISES, LLC St t` =�' "t''> F dba / LEED INSULATION 7 CommeroW Cir01$ — Fort Pismo — FL — 34951 — Of cs: (772) 06.0608 — Fox, (772) 466-0609 a�� lloi-oy� U.S. DEPARTMENT OF HOMELAND SECURFr( E AOC FICTE Federal Emergency Managemer,t.4genry _ National Flood Insurance Program . ' Impoftant Read the. instructions an 'pages 1-9.. z;iLi81Vo_.1'66(i-QD08. j Expires Atharch 31, 2012' .� A4. °wilding Use (a g_,. Residentied, Mon -Residential, Addition, Accessory, etc_) A5. LatiiudeLLongitude: Lat.''Z-1 o l i tZ g e�. Long_ ` ' 3 ' U tom• I " Horgontai Datum: NAD.1527 . i 4AD 1-=Z3 �. A6. Attach at least 2 photographs o> fie building ;i the Ceis]Caiv Is trei*sg.used io gbtan7 ",god ir3si.rance. ` AT Building Diagram Number A8. For building with a crawlspace or enciosure(s): A9_ For a building uvitti an.attached garage: r a) Square footage of cravWsoace or enclosure(s) ft a) Square footage of attached garage sq b) No. of permanent flood openings in the crawlspace or b) No. of permanent flood openings in -the attached garage enclosure(s) within 1.0 foot above adjacent grade' '-4 1A within 1_0 foot above adjacent grade ' ir, c' T °-1 get as=a o1 sod obi: gs n:As b s c) Tgtal,,�asaao;dcpz,:gs?�1?;b = / _�_� cY.:- cs _.�.�-_� _ r-7 y j (-1 n• :s :� yam_. :� nd ;a _:_spa � }� ���? i i - 'i--•'1 .3 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2_ County Name -5-r^ ! 63. State 84_ PAa�/Panel Number. 85_ SufT+x . B6_ FiRIUi Index B7_ FlRl1A Panel �' 88. Flood B9. Base Flood Elevations) (Zone p ate . Eife , evised Date I Zgne(s) ( AO, 'use 'base flood depth) B10.: Indicatethe source of th Base Flood Efevation (BFE) data or base flood depth entered. in Item B9. JJ FIS Profile -' FIRM Community Dete mined U other (Describe) B11. Indicate elevatioddatum used'for BFE in item B9: L'1 N(GVD 1929 � NAVD 19as [ other (Descrbe) B12_ is the building located in a Coastal Baxim. rZzsources System (CBRS) Greg ar otherwise Protected .Area (DPA)? {� Yes DesTnation Date U-,CBRS GPA SECTION C - BUILDING ELEVATION INFORMATION JSURVEY REQUIRED) i_: �ilriing ela N nc are halted on: F CGonstruc ion Drawinge I � Budding Under C onstruc-4iOn' 1 1 _�nichaLi C'-0rttn �t�•t_inn 9. B- - ° — A new Elevation Certificate will be required when constructionof the building is complete. C2. Elevations -Zones A1-A30, AE,. AH, A (with BFE), VE,:V1-vv0, V (with BFE); AR, AMR, APJAE, t1RiAI-=AZD,.AR/AH,-ARIAO. Complete ltems C2.a-4. below according to the building diagram speciFed in Item A7_ Use the sar*te datum as .the :HFE �v �� Benchmark Utilized'lef#isal i3atum Canversion/Con ments ' check the measurement used. r S Q l� teet ❑ .metters uerto Rico only) . a) Ton of bottom floor (inducting basement, cre%Tspace, or enclosure tiger) ,�-I b) Top of the next higherfloor to _ IJ; eet i� meters (PtaeTto Rico fir!) c) Boftmofthe lowest honzontal•sttuctural fmrnber (3/20nesonly) N. .—U.-feet ' '(J meters'(Puerto fuco only) d) Attached garage (top of slab) N U� ._n feet LJ meters (Puerto mica only) gi Lowest elevation fie rrca !no- or ezL! CPNI fin. e a inn �/�_ n feet ! � 1 meters (P�_arto Rico nnW o.__ chinery, pmerkse v__ -the b_!ld _� = (Describe type of equipment'and location in Comments) Q, fee f) Lowest adjacent (finished) grade next to building (I-AG)��� t El meters (Puerto. Rico_ only) : ' , g) Highest adjacent (finished) grade. next to :building (HAG) _ _• C meters (Pueato' Rico arsyj ; .. feet yy-�� meter-, (Puerto 'Rico only) ft) Lowest.adjacent grade.at lcvbest elevation of deck or stairs, �ciudiing 1 l me structural suppor. SECT ION G - sOP.VE"ttOR EigCi.---- g, OR ARCHiTEC T CERT IFiCA iiON This certification is to be signed and sealed. by a land surveyor, engineer, or architect authorized. by law.to ce'rdy elevation ' ----- inforrrration. i certify that the in%mra#ion on fgis Cerffica a reprasearfs.my'best ertrts to interp1et-d7e data avar7abie. ` • `) - j J iiisa32Yaiafltl in87alr� i2/52 a'Yafelrarli i7c p7iir715921iiB by r3:.e c, impnso inn .t ender i LaGC, JeCifgf U Check here >i comnSenis are provided on -track of form.. Were latitude and longitude in on A provided by ate• l licensed 'land surveyor? ^ Y:.s SEAL License :Number CertifSer's NameE�.RL-C- STD' ®� L4'S S9 r Title , company warrie gy -Ad _ .•- n State ZIP e��i � I i Day Telephone ��� j. i' FEMA Form 81-31, Mar l79 1 See reverse side for continuation. Replaces all previous editions —CERTIFICATION SECT1O6 'D:*- SUKvrgvn, `- an and (3) building owner. official;. 2 insurance agenticomP y. Copy both sides ofithis Eleuation'C2rtificate for (1) cammunifi/ O — a�CTiO�I E - i1�LDitl3G t_E@i� a taar�r erne ••o - support LOMA or LOAAR-F nequesi, complete Sections :'� S- complete sterns El "E5_ if the CerYsfrcate as intended to supp —ter_ _ "For Zones AO and 'A (without BFE),est adjas�rrt and C. For items El-E4, use natural grade, rTav ilab3a_ O s k t};e rneasur ie bo s to s} avPvuNh tbeTth ellevatioaa is above or belo*nrYhe fixes El. Provide eievaiion Wormatdon for the follow ng and check the apprapd grade LAG �Eet ❑_meters ®above or ❑_below the l 1AG. grade (IiAG) and the lowest ad cent g (LAG)-.' meters Uabove or Elbelow the LAG. a) Top of bottom (includ'sng basemeni..crawlspace, or enclosure) is Deet U basement, crawispace, or enclosure) is b) To of bottom floor (including. rrnaneni flood opening- Provided in Section A Items 8 and/or 9 {see na es 8 9 of lnstrridians), fire next highsrfloor fee3 ate mbave oa � etowvthe 13AG- E2. For Building Draoran3s;6 9 vuiih tie -low the HAG- - C2b ;n ##re diagrams) oa - e budding is . ,rear ...0 ' E3_ Aflachea garage to .ofi slab) is feet ❑ meters ❑ feet [] meters ❑.above or ❑ belovd the NAG. E4. Top of Platform of machinery and/or equipment sennckng the building is i he to i.mu,i cer* tnis information in section G. cE- Zone AO only if no flood. depth numbe! is avaiiable,� the top of �e battomfloor'elavated in accordance with the -community's fioodplaiii management ordinance? I__i Yes ' j j N .lam Unknown. tine ie ZER-nFiCA� 1ON - SEC33®!�1 'F - PROPERTY O 11131 $FJ .O�a a !E$2' REPP.ES -isst'ed tor corrfir"nity-issMe d Sly. sera#aiive'ato c0mpleMs Sec flo rs A, g, ar - . for Zone A The pro.pertyowner or avunei's atrtlaorrz_d rapr?sacBors -}1 , e starize-d-rte in � tired E are grrect'to tine best oi' my 12— or Zone AO miss, sign here_ 737 property owner 's or rjvmer s Authorised Rearesentative's iVame State Z1P Code city Address Date Telephone ' Signature Com.r,e'' - ❑Check here rrattaehme sECT9�3i'� i9 COfll'A13�@TY 1R�iF439�nAATiO. (UPI lajr9aa t C or s flood lain management ordinance can complete Sections:A S, ( �. $elow� Check the Meas�mertt used in lterres G8 earn G8 „ The local official .wuhop is authorized by law or. ordinance to administer the community P or ltcabie itern(s) and sign and G of this Elevation Certrncate. Carnpiete the apP ��r;nnr j,'s saR" s"�" �"d "mod aw gpSnP - Elevatiot> information (1caiee sourcaand daL> ofi the ®ieuaiion dada m e 00 area h2lovv r�l. ❑ -flag +ir_m_ }er3?� in �S9lr3n l� v�cac'�akavfrfsm B4@G'L_a�"!?e --- r . is authorized by 122W to care y -..sued 13FE) or Zone AO. 9. is provided for camnxrnity fioodpiain•management Purposes.. . G2- ❑ A wntmunfiy oFticiai completed Section E for a building located Zone A (without a FEiU1P"issued or communkty G3. ❑ The following information (Items G4-G) . P Gg_ .Date Cettrfcate Of ` omFf�'� �� issued G4. Permit NumberGS. Date issued Peas � .$nbStaritial 1rAPPOw'erneF[t G7, This pes tah-s.b�r issued foc ] l7aw Con suction G8. Elevation of as -built lowest floor (including basement) of the building �- G8, i9FE ot.(in ;Zone AO) depth of flooding at the _building site --- Gq�..ConNrruiiigysdesign flood elevation Title e ti `_ Local OPaciai's Halm' - Telenl�nrae Gorr?R ariit ldxme - - Date Signature - feet ❑ meters (PR) Fn feet meters (PR) [] feet meters (PR) Datum Datum' Datum �-- "'till previous vious ad bons Rari%1[:2S FEMA Form 81 31„ )Vier 09 i COAST'AL TESTING LABORAIWRY, L. L.C. PO'BOX 2023 PALM CITY, FLORIDA 34991-2023 772-220=6688 COMPACrrON rFSr REPORT ASTM [D 6938 -10 DATE Mcw'ch,16, 2011 JOB NUMBER 11-0310 PERMIT NUMBER : 1101-0148 CLIENT JW N Cov4tru cVu?w CONTRACTOR JOB LEGAL JWN C&m&u Zu)-w Lot 58 JOB ADMESS 58 Nottlers-Bouaewow& Jevw*v3pach, FL SOIL CLASSIFICA770N Er'REMARKS : A3 F(A-m brown, sa uiy soiXi wi-hu a, moderates a4now t of crud,& she& TIESr SAMPLE LOCATION : 10' IS LR Conier - Ce niter o f Pa ct - 10' IS RF Corner �J' m► Ry1 u G._ W. v u v -P-4 W 103.8 105.6 104.2 104.6 1ZESPECTTULLY SUBMITTED: � �— 7-'6- —/Z 4 (Z �; b ERNESro VELASCO, P.E. 105.6 105.6 99.0 Oec, M EVE® AR 1, 201, COASTAL rfS7"INQ LABORFlrORY, L. L.C. PO 3OX 2023 PALM CITY, FLORIDA 34991-2023 772-220-6688 MOISTURE [DENSITY RELArIONSHIP ASrM D 1557-09 DArf Marck 16, 2011 CONrRACroR JWN C&n0ru,cU,&w JOB NUMBER 11-0310 PERMIT NUMBER : 1101-0148 112 a ttr tn5 3 U a 105 1134 102 a 0 0 sg Moisture — Percent of Drat Weight Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-2172 Fax: (772) 462-6443 PERMIT NUMBER: LOCATION: CONTRACTOR: DBA: OWNER: FLOOD HAZARD NOTICE 1101-0148 58 NETTLES BLVD JENSEN BEACH NEWMAN JAMES W JWN CONSTRUCTION INC BRUCE & LOIS FITTER NOTICE This Notice is to inform you that your property is in a Flood Hazard Zone. 02/02/2011 This means that the elevation of the first floor must be set at 8 feet, NGVD ( mean sea level ), or 18" above the crown of the road, whichever is greater. NO CONSTRUCTION is to proceed beyond the 1 st floor / slab inspection, or just prior to the second floor pour of a multi -story structure, until the required elevation certification has been completed by a registered surveyor, and received and approved by the Building Division of the St. Lucie County Community Development Department. Violation of the requirement will result in the scheduling of a public hearing before the St. Lucie County Code Enforcement Board. The Board is empowered to levy a fine not to exceed $250.00 per day for each day the violation continues. A fine not to exceed $500.00 per day may be levied for a repeat violation. The fine may become a lien upon the real or personal property of the violator. The elevation certification may be submitted any time within 21 calendar days from the above; however, no further construction should take place nor will any inspections be made until the required certification has been .received and app; ed. (a 4,Z-- Signature Date �4J' .. s „r�,,. , a;., r _ * fanr`,eifelrr cc t(sRecssfnmpateai€m� UT. era andic2tatl;m -anent �si�s � e a plfdable coYfe,�ea klrr�s �fi �� 200f r�Zetq�tlanal �issfdetr�la7 Cgrl� TheFp x � P k Y r ,� ,&.t Y � � dto.thtisEtaod�sectio ss �ctfiaall id fit¢ dferaln>tJ�1TSr coF�iefeYencescortiroNyaPpliehi`esaiftYsectioh�klthdU�,'�e9a[K�c1h-��mouhX "e tar; 2 onwhfc gist 1c ti f un o �cin it cbgndo eftt lorariea K �ar�ilydvYellu%M", U��a�vnhr�tse�lY�oe�n�treee�aalltr anctyieofs�ysall din rrt t� - � Yp ,, ,Y P s... i S 7h�' eEdr` �Sdesi end o�betsefbaril .b}�tkiose YioAreAn.QWPj09ea�lxg�nc� p GTw "poele prats�ons whi rnhe apiicabidojspecifcbuf d, �!`� : F rx., 9 a _� easFngcR':.;ptenkfjzudgemenk.raUal atngcpn5tft�Ctia�doduraets#tatxdr�ecolnplianb y�ty�mm F ON LIST LIST No. DESCRIPTION Code Section Mails Is u Wu -2- NOTE: Entries to this Plan Review Record that require a field check or.inspection of the installation must be coordinated with the inspection phase (11109) of the project. BUILDING PLANNING (Chapter 3) -41 LOCAL DESIGN CRITERIA (Table R301.2(1) unless noted otherwise) r, Floor live load (Table R301.5) UG psf Roof live load (Table R301.6) psf Ground snow load I psf Basic wind speed _� mph Wind exposure category (R301.2.1.4) High wind design criteria applicable (R301.2.1.1) AEC' Seismic design category [Figure R301.2(2)] ��VV SDC C&D provisions (R301.2.2) 303 th h R305 Weathering area Frost line depth Termite area---114A-�— Decay area Winter design temperature Ice barrier underlayment required Flood hazards �-9, EXTER 0 WALL LOCATION (R302) 1-hour rating for exterior walls located less than 5 feet from lot line (R302.1, Table 302 Exteriorior wall openings/penetrations and pro- jections (R302.1, Table R302.1) KUWA rvalvl IINU REQUIREMENTS R ULJ Area Average Minimum Natural* Use ft2 Width ceiling,ceilin light Natural ventilation' Living 120 7'-0" T41" 5'-0" 8%floor area 4% floor area Dining 70 T-0" T-0" 5'-0" 8% floor area 4% floor area Kitchen N.A. N.A. 7'=0" . 5'-0" 8% floor area 4%u floor area Bedroom 70 T-0" 7'-0" 5'-0" 8% floor area 4% floor area Bathroom N.A. N.A T0" T-0"t 3 square feet 11/2 square feet * See Sections R303.1 & R303.3 for mechanical ventilation and artificial light t T-8" mi . ver plumbing fixtures. Required heating (R303.8) Floor surface noncombustible; sloped floor (R309.3) SANIT ION (R306 and R307) Water closet Lavatory dub or shower V Kitchen area with sink Sanitary sewer (Chapter 30) Private disposal (Appendix I) (R308) Identification (R308.1) Louvered windows or jalousies (R308.2) Human impact loads/hazardous locations (R308.3/R308.4) --1 L — Skylights and sloped glazing (R308.6) GARAG AND CARPORTS (R309) No opening between garage and sleeping room (R309.1) Opening protection (garage to residence); 13/8"solid wood doors, 20-minute fire -rated doors (R309.1) Penetrations (R309.1.1, R309.1.2) Garage -dwelling separation; 1/2" gypsum board on garage side, except 5/8" Type X re- quired below habitable rooms (R309.2) Carport: open two sides; noncombustible floors; sloped floor (R309.4) EGRESS 0 - R312) Basement and sleeping room window for emergency escape: opening 5.7 square feet (grade floor, 5 square feet), 24" net clear height, 20" net clear width; maximum sill height = 44" (R310.1 - R310.1.4) Window wells (R310.2) balconies (R311.2.1) Exit access or hallway >— 3' (R311.3) -� ne exit from each dwelling unit (R311.4.1) At door >: (3'0" x 6'8") (R311.4.2) , =tairnways; ings for doors (R311.4.3) minimum width = 3'0 maximum stair rise = 73/4"; minimum tread = 10" with 3/ "-1114" nosing; minimum headroom = 6'8" 311.5) Landings for stairways; minimum dimension 36" (R311.5.4) Special stairways (R311.5.8) Ramp slope (1:12 maximum) (R311.6) Ramp landing, minimum 3' x 3' (R311.6.2) Ramp handrails; one required if slope > 1:12 (R311.6.3) -3- BUILDING PLANNING (cont'd.) SMOKE ALARMS (R313) ocation and interconnection (R313.2) Power source (R313.3) EG E nt'd.) Under stair protection (R311.2.2) Handrails; required on one side of stair, hand- �r it height = 34" to 38"; Type I or Type II grip R311.5.6 - R311.5.6.3) Stairway illumination (R303.6, R311.5.7) Guards: required for porches, balconies, ramps, open sides of stairs, or raised floor surfaces > 30" above floor; 34"-36" minimum guard height (R312.1) V Opening limitations (R312.2) MOISTU E VAPOR RETARDERS (R318) equired (R318.1) DECAY AA TERMITE AREAS (R319 and R320) 1/ .Protection required (Table R301.2(1), R319.1, FOAM P STIC (R314) R320.7) abelinngg (R314.2) 0 Quality mark (R319.2 and R320.1.1) Surface bur�ninmal barrier, specific ap- SITE DDRESS (R321) proval (R314.3 - R314.6) WALLAN CEILING FINISH (R315) Flame spread (R315.1) Smoke -developed index (R315.2) INSULA N (R316) Flame spread (R316.1) moke-developed index (R316.1) G UNIT SEPARATION (R317) _�wo-family dwellings: 1-hour fire -resistance rating (R317.1) Supporting construction (R317.1.1) Townhouse: 2 hour exception (R317.2) Continuity (R317.2.1) Townhouse parapet (R317.2.2) structural independence (R317.2.4) Rated penetrations (R317.3) Premises identification (R321.1) A CESSI ILITY (R322) Accessible dwelling units applicable (R322.1) ELEVATORS/PLATFORM LIFTS (R323) Referenced standards FLOOD- SISTANT CONSTRUCTION (R324) Attic R316.4 lGLll�rv� t/ General (R324.1) Hazard area and elevation requirements R324.2 and R324.3) Design professional (R324.3,6)_ FOUNDATIONS (Chapter 4) 7K::=strength 2.1) th (R402:2) FOOTINGS (R403) v Soil bearing value (R401.4, R403.1) t_, Footing width (see page 5) Footing edge thickness = 6" minimum; footing projection = 2" minimum, but _< footing thick- ness (R403.1.1) Footings in SDC C or D (R403.1.2, R403.1.3 / and R403.1.6.1) Depth below (outside) grade = 12" minimum; but below frost line except for frost protected footings.(R403.1.4, R403.1.4.1 and R403.1.4.2) V Sill plate bolting in concrete/masonry ='/Z" di- ameter bolts or as required for unbalanced fill within 12" but not less than 7 bolt diameters from comer, 7" embedment (R403.1.6, Table R404.1(2)) Footings adjacent to slopes (R403.1.7) Frost protected shallow foundations (R403.3) TION WALLS (R404 - R406) Top reactions, support, anchor bolt spacing (fables R404.1(1) and R404.1(2)] Masonry and concrete foundation walls (R404.1.1, R404.1.2) SDC D provisions (R404.1.4) Maximum wall height (fables R404.1(1) - . R404.1(3) and Tables R404.1.1(1) - R404.1.1(5)] -4- f FOUNDATIONS (contd.) TABLE R403.1 een.nPull inn 1nnnTu nr'rna1r•neTe no enncnnlov Gnf)TING-9 (inchesla (inche -- For SI: 1 inch = 25.4 mm, 1 pound per square foot = 0.0479 kPa a. Where minimum footing width is 12 inches, a single wythe of solid or fully grouted 12-inch nominal concrete masonry units is permitted. FO NDATION WALLS (cont'd.) COLU S (R407) AnMaximum unbalanced fill height (Tables Protection from decay or corrosion (R407.1 and R404.1(1) - R404.1(3) and Tables R404.1..1(1) - R407.2) R404.1.1(5)] Structural requirements (R407.3) _ Minimum nominal wall thickness [Tables R404.1(1) - R404.1(3) and Tables R404:1.1(1) - R404.1.1(5)] _ Reinforcement size and spacing (Tables R404.1.1(2) - R404.1.1(5)] _ Height above finished grade (R404.1.6) _ Sill plate size (R404.3) _ Insulating concrete forms (ICF) (R404.4) Drains required if habitable or usable spaces are below grade* (R405) _ Soil class (Table R405.1) Dampproofing if basements are below grade* , R406.1) \1/ Waterproofing if high water table* (R406.2) * If uninhabitable, see under -floor space (R408) Anchorage (R407.3) �d columns (minimum 4" square) (R407.3) Steel columns (minimum 3" diameter, standard weight) (R407.3) UN k OOR SPACE (R408) Ventilation (R408.1 and R408.2) Unvented crawl space (R408.3) FLOORS (Ch W OD JOISTS AND GIRDERS (R502) Species and grade (R502.1) Joists - Sleeping areas, LL = 30 psf [Table R502.3.1(1)] Joists - Nonsleeping areas, LL = 40 psf [Table R502.3.1(2)] Cantilevered joists [Tables R502.3.3(1) and R502.3.3(2)] Girder spans and header spans for exterior bearing walls [Table R502.5(1)] irder spans and header spans for interior bearing walls [Table R502.5(2)] Joists under bearing partitions (R502.4) Access (R408.4) of debris (R408.5) Finished grade (R408.6) Flood resistance (R408.7) Bearing (1.5" minimum on wood or metal; 3" on masonry or concrete) and lapped joists (3") (R502.6, R502.6.1) Lateral restraint and bridging (R502.7, R502.7.1) Drilling and notching (R502.8) Fastening (R502.9) of openings (R502.10) I , Wood trusses (R502.11) Draftstopping (R502.12) -5- LUYBW FLOOR SHEATHING (R503.1) AY&,Allowable span (Table R503.1) End joints (R503.1.1) FLOORS (cont'd.) STEEL F WQO STRUCTURAL PANEL SHEATHING (R503.2) N Grade (R503.2.1) Thickness (R503.2.1) Allowable spans (Tables R503.2.1.1(1) and _�./R503.2.1.1(2)] Installation [Table 602.3(1)] PARTICLEBOARD UNDERLAYMENT (R503.3) Grade (R503.3.1) Thickness (R503.3.2) Installation [Table R602.3(1)] TREATED -WOOD FLOORS (ON GROUND) (R504). Base course: 4" thick with maximum 3/4" gravel or'/2' crushed stone (R504.2.1) Moisture barrier: placed over base course (R504.2.2) Materials (R504.3) FRAMING (R505) t�ld-formed steel; applicability limits; in -line framing (R505.1) . Structural framing (R505.2) Material (R505.2.1) Identification (R505.2.2) protection (R505.2.3) Fastening (R505.2.4) Floor construction (R505.3) C FLOORS (ON GROUND) (R506) 7Thickness: 31/21' minimum; Concrete strength (R506.1) ��//Support: prepared subgrade; maximum earth fill = 811; maximum sand or gravel fill = 24" (R506.2.1) Base course: 4" graded with 2" maximum / aggregate (R506.2.2) Vapor retarder (R506.2.3) WALL CONSTRUCTION (Chapter 6) GENERAL (R601) U-___-Design (R601.2) _Component and cladding wind loads [Table �/ 'Windows in windbome debris regions (R301.2.1.2) WOOD C STRUCTION (R602) Construction [Figures R602.3(1) and R602.3(2)] k�EE tud grade (R602.2) A for ails (R602.3) tu pacing 602.3.1) Interior load -bearing walls (R602.4) Interior nonbearing walls: 2" x 3" at 24" O.C. or 2" x 4" flat at 16" o.c. (R602.5) 4,Drilling and notching — studs (R602.6) rilling and notching —top plate (R602.6.1) Headers (Tables R502.5(1), R502.5(2), R602.7.2 and Figure R602.7.2] gMv J(Fireblocking (R602.8) " Cripple walls (R602.9) cV Wall bracing method (R602.10.1 and R602.10.3) Wall bracing amount and location (Table R602.10.1) Wall bracing length (R602.10.4) Ili L SDC D (R602.10.9, R602.10.11 and R602.11) STEEL WALL FRAMING (R603) General (R603.1) Structural framing (R603.2) Material (R603.2.1) Identification (R603.2.2) Corrosion protection (R603.2.3) j i Fastening (R603.2.4) Wall construction (R603.3) Headers (R603.6) Structural sheathing (R603.7) f � WALL CONSTRUCTION (cont'd.) SHEATHING (R604 and R605) INSULATING CONCRETE FORM WALL CONS UCTION (R611) ood structural panels (R604) /nVl General design (R611.1 and R611.2) Particleboard (R605) Type of ICF wall design (R611.3 - R611.5) MASONRY CONSTRUCTION (R606 - R610) Construction requirements (R611.7 - R611.9) General design (R606) CONVENTIONAL CONCRETE WALL CONSTRUCTION SDC C and D (R606.12) (R612) Unit masonry (R607) _Design basis (R612.1) IV Multiple wythe masonry (R608) WINDO &DOORS (R613) t/ Grouted masonry ( R609 ) General; window sills; performance; testing Glass unit masonry (R610) and labeling (R613.1 - R613.4) WALL COVERING (Chapter 7) INTER OR WALL COVERING (R702) '+ Wood shakes and shingles (R703.5) A Plaster material (R702.2) I Exterior plaster (R703.6) Plaster support (R702.2.1) Gypsum board material (R702.3.1) ypsum board support, application and fas- tening (R702.3.2 - R702.3,8) Ceramic tile (R702.4) Other finishes (R702.5 and R702.6) EXTERI WALL COVERING (R703) Water -resistive barrier (R703.2) Al Wood siding (R703.3) Attachment and minimum thickness (Table R7034) Stone & masonry veneer (R703.7 & Figure R703.7); Steel angle lintels-4" minimum. bear- ing each end (R703.7.3) Veneer ties: #9 U.S. gage wire or #22 U.S. gage by'/e" corrugated metal; 24" o.c. maxi- mum horizontal spacing; 2.67 square feet maximum area supported (wind > 30 psf and SDC C or D, maximum -area = 2 square feet) (R703.7.4.1) Flashing (R703.7.5 and R703.8) Exterior insulation finish systems (R703.9) Fiber cement siding (R703.10) ROOF -CEILING CONSTRUCTION (Chapter 8) GENERAL (R801) Lateral support and bridging (R802.8) m sign (R801.2 and R801.3) Framing of openings (R802.9) Coponent and cladding wind loads (Table Wood trusses (R802.10) .:f� R301.2(2)] V Roof tie -down (R802.11) ROOF FRAMING (R802) A he Fire -retardant -treated wood (R802.1.3) Framing details (R802.3) Rafter tie (4' o.c.) (R802.3.1) Collar ties (4' o.c., in upper third of attic) (R802.3.1) Purlins (2" x 4" at 4' o.c. minimum) (Figure R802.5.1, R802.5.1) Bearing (R802.6) Cutting and notching (R802.7), Engineered wood products (R802.7.2) CEILING JOISTS [Tables R802.4(1), R802.4(2)] Without attic storage, LL = 1 Opsf With attic storage LL = 20psf Spacing Species Grade Span Size -7- 11 ROOF -CEILING CONSTRUCTION (cont'd.) [Tables R802.5.1(1) - R802.5.1(8)] :X�,�General FRAMING (R804) Ground snow load/LL = 20psf (R804.1) Controlling design (ILL or snow) i Ceiling attached/ceiling not attached Spacing Species Grade ize Hc/HR; Adjustment factor ROOF HEATHING (R803.2) Grade Vt Thickness FRTW allowable stresses/grading lowable spans [Table R503.2.1.1(1)] .:�Installation (R803.2.3) ROOF ROA�CLASIFICATION (R902) oof covering materials (R902.1) _WLEATHE,R PROTECTION (R903) lashing (R903.2) Coping (R903.3) _ Roof drainage (R903.4) MATE LS (R904) Compatibility; specifications; physical characteristics; identification (R904.2 - R904.4) REQUIREMENTS FOR ROOF COVERINGS (R905) N Asphalt shingles (R905.2) Clay and concrete tile (R905.3) Metal roof shingles (R905.4) Mineral -surfaced roll roofing (R905.5) Slate and slate -type shingles (R905.6) Structural framing (R804.2) Material (R804.2.1) Identification (R804.2.2) Corrosion protection (R804.2.3) Fastening (R804.2.4) Roof construction (R804.3) Roof tie -down (R804.4) ROOF VE ILATION (R806) Ventilation requirements (R806.1, R806.2, R806.4) AT A S (R807) Access requirements (807.1) INSULATION CLEARANCE (R808) Insulation requirements (R806.3, R808.1) BLIES (Chapter 9) / &Wood shingles (R905.7) ,y Wood shakes (R905.8) �1 Built-up roofs (R905.9) Metal roof panels (R905.10) �fVlodified bitumen roofing (R905.11) Thermoset single -ply roofing (R905.12) Thermoplastic single -ply roofing (R905.13) Sprayed polyurethane foam roofing (R905.14) Liquid -applied coatings (R905.15) ROOF INSULATION (R906) N()h General (R906.1) REROOFING (R907) Materials and methods (R907.1) Structural support (R907.2) Recover vs replace (R907.3) CHIMNEYS AND FIREPLACES (Chapter 10) O RY FIREPLACES (R1001) Spark arrestors (R1003.9.1) Construction (Figure R1001.1 and Table Wall thickness; >_ 4" (R1003.10) R1001.1) Flue lining - material/installation (R1003.11 and SDC D reinforcing/anchorage (R1001.3 and R1003.12) R1001.4) Multiple flues (R1003.13) Firebox walls and dimensions (R1001.5 and Flue area (appliance) (R1003.14) R1001.6) Flue area (masonry fireplace) (R1003.15) Steel fireplace units (R1001.5.1) Inlet (R1003.16) Lintel (noncombustible) (R1001.7) Cleanout opening (R1003.17). Hearth extension material (R1001.9) Chimney clearance (R1003.18) Hearth extension (R1001.10) Fireblocking (R1003.19) Fireplace clearance (R1001.11) Chimney crickets (R1003.20) Mantel and trim (R1001.11) qFACT BUILT FIREPLACES (R1004) . Fireblocking (R1001.12) Labeled and listed (R1004.1) ONRY CHIMNEYS (R1003) Installation (R1004.2) Construction (Table R1001.1, R1003.2, R1003.3, and Figure R1001.1) FACTDRY-BUILT CHIMNEYS (R1005) Corbeling (R1003.5) Listed and labeled (R1005.1) Changes in dimension (R1003.6) Installation (R1005.3 and R1005.4) Additional load (R1003.8) EXT RIOR AIR SUPPLY (R1006) Termination (R1003.9) Intake size (R1006.2) ENERGY EFFICIENCY* (Chapter 11) Co liance; material and equipment C1101.2, N1101.3) Climate zone (Table N1101.2) *See energy conservation plan review record Building envelope (N1102) Mechanical systems (N1103) MECHANICAL (Chapters 12-23) Appliance labeling (101302, M1303) Chimney and vent location and terminations ,t (Chapter 10 and Chapter 18) Appliance access (M1305, M1401) Appliance installation (M1307) V He ing and cooling equipment; heating vlond cooling load calculations (Chapter 14) E�shaust systems (Chapter 15) Duct systems (Chapter 16) combustion air (Chapter 17) FrT Special fuel -burning equipment (Chapter 19) Boilers/water heaters (Chapter 20) Hydronic piping (Chapter 21) Special piping and storage systems (Chapter Solar systems (Chapter 23) Penetrations of fire -resistance rated assem- blies (R317.3) M FUEL GAS (Chapter 24) Application (G2401.1) General regulations (G2404) 4ppliance location (G2406) 4ir requirements (G2407) Installation (G2408) Clearances (G2409) Electrical -and electrical bonding (G2410, G2411) ater service location and depth (P2603, P2604) Sanitary and storm sewer location and depth (P2603, P2604) ng support (Table P2605.1) plastic materials (P2608) ng fixtures (Chapter 27) Water heater size and location (Chapter 28) Pipe sizing (G2413) Piping materials (G2414) Piping installation (G2415 and G2419) Piping support (G2418 and G2424) Valves, controls, connections (G2420, G2421 and G2422) Venting (G2425 - G2428) Misc appliances (G2423, G2429 - G2453) /7 Water supply and distribution system design / and calculations (Chapter 29) V Drain, waste and vent pipe sizing and riser. di- agram (P3004, P3005, Chapter 31) __�WSumps and ejectors (P3007) Backwater valves (P3008) Fixture traps (P3201) Penetrations of fire -resistance rated assem- blies (R317.3) ELECTRICAL (Chapters 33-42) Penetrations of fire -resistance rated assem blies (E3302.2) Listed and labeled materials (E3303) ��Service equipment and location (E3501, �E3506) _ervice size and load calculations (E3502) �vailable fault current (E3506) _�5"ystem grounding (E3507) _V Required branch circuits (E3603) _ ✓ Feeder requirements and load calculations (E3604) iring methods (Chapter37) Required lighting and receptacle outlets (E3801, E3803) evices and lighting fixtures (Chapter 39) Appliance installation (Chapter 40) Swimming pools (Chapter 41) _ Class 2 remote -control, signaling and.power-lim- ited circuits (Chapter 42) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) Provisions adopted (R102.5) Ok-� Compliance with Appendix E verified RADON CONTROL MEASURES (Appendix F) Aerrovisions adopted (R102.5) Compliance with Appendix F verified -10- A SWIMMING POOLS, SPAS AND HOT TUBS (Appendix G) PA -Provisions adopted (R102.5) J/ Compliance with Appendix G verified PATIO COVERS (Appe dix H) Provisions adopted (R102.5) PRIVATE SEWAGE DIS Provisions adopted (R102.5) EXISTING BUILDINGS AND Provisions adopted (R102.5) SOUND TRANSMISSION Compliance with Appendix H verified (Appendix 1) _ Compliance with Appendix I verified URES (Appendix J) Compliance with Appendix J verified ,pndix K) Provisions adopted (R102.5) Compliance with Appendix K verified NOTES -11- C St. Lucie County Building & Zoning Department a 2300 Virginia Avenue Fort Pierce, FL 34982 561462 2165 Fax 561-4624148 Request for 30-Day Temporary Power Release Date: Permit Number: Property Address: THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power release is requested for the above stated purpose only, and there will be no occupancy of any type, other than that permitted by construction during this time period. 2. As witness by our signatures, we hereby agree to abide by all terms and conditions of this agreement, including Building Division Policy, which is incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for Testing" have been fulfilled and the premise is ready for compliance inspection. WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUCIE COUNTY, AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS TRANSACTION, INCLUDING ANY DAMAGE WHIC MY BE NCURRE DUE TO THE DISCONNECTION OF ELECTRICAL POWER IN THE EVEOF VIOLATION OF THIS AGREEMENT. DATE GENERAL _TRACTOR SIGNATURE DATE CONTRACTOR SIGNATURE DATE COUNTY y FLO R F D A PLANNING & DEVELOPMENT SERVICES DIVISION BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Ave Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY CD,f f ) (' I_ )(:)I will be using the following sub -contractors for the (Company/Individual Name) project located at (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any 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�� `j Plumbing c, aA HVAC/S c Mechanical �J► l 0�H Roofing v� OS Gas OFFICE USE ONLY: PERMIT ISSUE DATE: NUMBER: P'u ST. LUCIE COUNTY PUBLIC WORKS K BUILDING & ZONING DEPARTMENT P �i BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 2098S` �4 State of Florida Certification Number (If applicable): ER0000122 Law's Electric, Inc. have agreed to be the (Company Name/Individual Name) electrical sub -contractor for JWN Construction (Type of Trade) (Primary Contractor) for the project located at (Project Street Address or Property Tax ID #) It is understood that, if there is 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 personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED J1 Lbw - I/ - S NATURE PRINT NAME D TE Business Name: Law's Electric Inc. Address: '5158 NW Primm Street City/state/zip: ;Port St. Lucie, FL 34983 Phone: 772-370-4357 email: OFFICE USE ONLY: PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: a 4-054 State of Florida Certification Number (If applicable): RE () V ei(37a- c�( l ferYh 91u.r n)6i nCa i \nc- . have agreed to be the (Company Name/Individual Name) Pl um b i n d sub -contractor for (Type of Trad ) for the project located at (Primary Contractor) (Project Street Address or Property Tax ID #) It is understood that, if there is 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 personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE QUIRED l Lon i fz`C11baLLc�i'1 I I SIGNATURE PRINT NAME DATE Business Name: Address: City/State/Zip: gjpn� teach FLI ob4g6l Phone: 0TQ a 9 5-C ,00 email: 37B P I u,M ' 2hSOIRfl-\ OFFICE USE ONLY: PERMIT# ISSUE DATE ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: ; � State of Florida Certification Number gapplicable): 1I C, Dqz� t�v� 't -jjc have agreed to be the (Qompany Name/Individual Name) h� � r +� (, sub -contractor for S W � Cc ) At S�' (Type of Trade) (Primary Contractor) for the project located at L4 .4 (Project Street Address or Property Tax ID #) It is understood that, if there is 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 personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED SIGNATURE PRINT NAME DATE Business Name: O 40 Q-L e JJC, Address: I ?? h S b► -i'ay i�� d �-- R 1V ", - a City/State/Zip: O JL� ��- c S e- _ 3 t{ Z Phone: 7? 2 - 3 ^ 2� y `� email: �� (Ni C0VJ\ lAr.+nTr" TT01M n14i v. %JJVX'li.L` %J►YJV VL\L'i. ISSUE PERMIT # DATE ST. LUCIE COUNTY PUBLIC WORKS - BUILDING & ZONING DEPARTMENT BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 19 0 ?1 State of Florida Certification Number (if applicable): Roof Concepts (Company Name/Individual Name) roofing (Type of Trade) CC-CO58241 have agreed to be the sub -contractor for JWN Construction (Primary Contractor) for the project located at � c, p(::) (Project Street Address or Property Tax ID #) It is understood that, if there is 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 personally filing.a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORI AL SIGNATU S REQUIRED SIGNATURE PRINT NAME Business ame: Roof Concepts Address: City/State/Zip: Phone: 2121 SW Conant Avenue Port St. Lucie, FL 34953 772-344-3717 email: OFFICE USE ONLY: PERMIT # ISSUE DATE DATE COUNTY F L O ,R [ D FI'' PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772)462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property, (Parcel Id#/Legal description/Address) for which I have applied to St. Lucie County for a 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. •t- - Property Owner Name (; ease int) Property Owner S• -a_3We__ Date STATE OF FLORID/ COUNTY OF ACKNOWLEDGED BEFORE ME THIS BY� "OFNOTARYPUBILIC (LSI COMMISSION NUMBER SLCPDSD Revised 08/24/2010 4 DAY OF r 0)nIr 1 , 20 L WHO IS PERSONALLY KNOWN TO ME XQR WHO HAS AS IDENTIFICATION. K CA-2) TYP OR PRINT NOTARY - jvi� e••, .�.• ,�c; CHRISTINA KELLY (Sission # DD 959417 1" <p m3` R n P ihv iroyb � �� � 4, 2038S-ipio JOSEPH E. SMITH, CLERY THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 3552080 OR BO(> a61 PAGE 1905, Recorded 01/19/2011 )3:19 PM PE MMNUMHER, NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. (] f (� I. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER:CYCO2W -t—=`I W5 SUBDMSION BLOCK TRACI'_LOT BLDG UNIT 2. GENERAL DESCRIPTION OF a. 4. 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER' 0 oa`,(% 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER" 9. Expiration date of notice of commencement (the expiration date is 1 yea from the date of recording unless a different date is specified) 20_. Signet of or Print Name and Provide Signatory's ThWOMm Owner's Au Ofiicer/Dlreetor/Partner/Manager State of o Coun of e, oregoing instrument was acknowled �e.d� b,pefo�r�e une this day of 20. By:��?4.iS•aa d� (Name of person) " . ("Type of authority ... e.g. Owner, officer, trustee, attorney in fact) (Name of party on behalf of whom instrument was executed) Personally Known'' x or produced the following type of ID: �6lINA itFL1.Y ' / f��bnnitbnMYSS417 C (P—rnted Name of Notary Public) of Notary Public) AcdMtl:tTyf�4uw'ttp }' Under penalties of perjury, I declare tharl have read the foregoing and that the facts in it are true to the best of my knowledge and ' belief (section 92.525, Fl2flo`wner(s) atutes). ' Signature or Owner(s)' Authorized Officer/Director/Partner/Manager who signed above' �. z - >?� STATE Of FLORMA T: Mlk COUNTY - Y�1 CE TTWSISA 7 `t A CO RE C OFTH S H CLERK m U.S. DEPARTMENT OF HOMELAND SECURITY E:LEV MON CERM lB W.1&0-0008 Federal Emergency Management Agent/ , i >=xtresllarcki 31, 2012 National Flood insurance Program t (f-portan'L Read the instrUdi=S 011 'Pages'=9.. SECTION A - PiPcRTl3PFilINFORMATION ..................... ........ ...?.._.-.._._."...;.a Al, Building i0vu-ner's Name f� A2: Building Street Address (mciuding Apt., Unit, Sdr#e; andlor Bldg.. iVlo.) or PA. Route and Box No: Cq ?'C $trtra� "y � � state "FL, ZIP Code S-7 A3. Property Description (Lot and Blo ck Numbers, Tax Parcel Number, Legal Description, etc.) ep( A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) �� t 1�1�/�l `�' I /�►� - AS. Latitude/Longitude. Lat Z1 o i l ° 1.Z, E'+ " Long_ S O of t 3' k4 o, t " Hohzontai Datum: t11AD.T927 1 ' D 1983 A6.Attach at least 2 photographs of the building ,i the CeMul cafe is being used to obtain :flood insurance. ° A7. Building Diagram Number l 5 A8. For building with a crawlspace or enclosure(s): A9. For a building with an. attached garage: al Square footage of crawlspace or enclosure(s) sq ft a) Square footage of attached garage 2. v sq fit b) No. of permanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage enclosure(s) wA fhin 1.0 foot above adjacent grade within 1.0 foot above adjacent grade '2 c) Tcal � area of flood ope ni gs in Ao.b / sq il; c) T ' net area of fioad spzsr ,gs in3 tI c,sq �n Y— V s� c a ca=G 4ui3'v-v c �� .',.riu spa ;�r_a _,i�:::ac79•� iia>isu b}.;� :sr,-ya_ �� . > SECTION B - FLOOD INSURANCE BATE MAP (FIRM) INFORMATION B1. NFIP Community Name A Community Number S2. County Name B3. State i d 2 a Z S S 0 r�Lr_ a a? -ST-. L L.-G tr__ j t.s B4. Map/Panel Ner B5. Stdfar B6_ FIRM index B7_ FIRM Panel 138. Flood B9. Base Flood Elevation(s) (Zane ate Bffectiv Revised. Date Zone(s) AO, use base flood depth) B10.: Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. FIS Profile b FIRM Community ,-Dette mined CJ Other (Describe}, B11. Indicate elevation datum used for BFE in Item B9: L NISVD 1929 ❑ NAVD 1988 ®Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area.(O.-PA)? Yes F,No Designation Date E' CBRS f-1 OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED C1. Bnitding elevations are based on: n Construction Drawings )� BuildingUnder r,+nsiruc}+en7 s !wished Consir°�ciion 'A new Elevation Certificate will be required when construction -of the building is complete. C2. Elevations -Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (vft BFE), AR, ARIA, ARIAE, ARIAI-AW, ARIAH, AWAO. Complete Items C2.a-h below according to the building diagram specified in Item A7_ Use the same datum as the BFE_ Benchmark Utilized K , L1, S. `I Z -1 A o Lt F L. 0 T" Vertical Datum ConversionlCommer3is t� L 3 to D � '&V +7 138 ' % � c- , Sy,q K ° C-t V. t% I q. 2 9 Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enciosure floor) (6 _ © t�-� feet Hmeters (Puerto Rico only) . b) Top of the next higher floor +.4 1= .—T L-:,t feet _ meters (Puerto Rico only) c) Bottom of the lowest ho►tzontal•strudural merrtber (V Zones only) f'i feet. U meters (Puerto Rico orily) d) Attached garage (top of slab) ' . O' [eat- El meters (Puerto Rico only) pa) ro,aPct glevation of rnachinery or equipment servicing the buildirin - t/ fPP+ meters (Paella titre only) . —• (Describe type of equipment'and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) r? Meet meters (Puerto. Rico, only) 9) Highest adjacent (finished) glade next to budding (BAG) S 9 F-Tfeet E] mstets (Puerto Rico only) b) I-s nest adjacent grade.at'lavyest laWvatlon of decker stairs, including 'feet meters (Puerto Rico only) stnretural sunnnrt SECTION D-SURVEYOR, ENGINEER, ORARCHITECT CERT FiCATiON This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to cey* elevation information. i certify that the inforrnafion on this Certmcate represents my best eftft is inimpretthe daft .aueflahlb. I anderstand ihat any raise statementmay ay be punishable by Fine orknprisorunent under ,"o U.S Code, Sion x?L: Check here if comments are provided on -back of form. Were latitude and longitude in Wctian A provided by a licensed land surveyot7 Yes . 0'No . Certifier's Name EAR# G: ?� . S-r4fk Number -* it,,, L4 q S! Title pa Name.. PlEn '_ t'.�41�e o �ulz v �G� /�_ e.C. uxi e.Ili T- LAP,%3 56few aYi tJ .-:� FEMA Form 81-31, Mir - FZip lm. Telephone Teleghone:J7z--ZEy0-7(D5'i reverse side for continuation. 0 `) �Zb �2o1•I Replaces all previous WPORTANT., in th4st spate,: cap the, corr-esOndingV.3n.s a ..am SwAon AL Ar Rode 8:.7ia ------ St, eatxddrass ,rc v;...,a:s:�a v+ . g ) gwi±g+•, � fa�.�`oT'fC.rd�i<V _ :- yS - SECTION D =SURVEYOR,. ENGINEER,: OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for community official,.(2) insurance agentfoompany, and (3) building owner. Comments Date —`. *v- i b l ( ED Check here if attachn:ants SECTION C- BUILDING ELEVATION INFORMATION (SURVE7 NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT SFE) ,For Zones AO and A (without BFIE), complete ]term Et -ES. if the Certificate is intended to support a LOMA or LOBAR-F request, complete Sections A. S, and C. For Items E1-E4, use natural grade, if avarlable. Chadic the measurement used. In Puerto Rico only, enter ureters_ El. Provide elevation information for the folio wing and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). A) Top of bottom floor (including basement, prawlspace, or enclosure) is Meet Ometers Dabove or Elbelow the HAG. b) Top of bottom floor (including basement, crawispace, or enclosure) is Deet ❑meters Dabove or .below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see a es $-9 of Instructions), the next higher floor (elevation C2.b in the diagra=)-o€ the buildino is ---0 feet ::meters [] abovo or below the HAG- E3. Attached garage (top of slab) is E] feet L meters n above or „ ] bekiwthe -HAG_ E4. Top of platform of machinery and/or equipment servicing the building is _ ❑ feet ❑ metersQ above or below the HAG. Eb. Zone AO only: if no flood depth number is availabie, is the top of the bottom floor elevated in accordance with theL community's floodplain management ordinance? Yes j No (_j Unknown. The local official must cerfifythis in%mration.in Section G. SECTION F-PROPERTY 6VVN>ER,(OltPVWNER'S REPRESENTATIVE) CERTIFICATION . The property owner or owner's authorized representative who completes Sections A, B, and.E far Zone A <vftout a FEMA-issued of comrnu9nity4ssued BFE) or Zone AO must sign Here_ The statements in Secff0Ds A, $ and E are confect io tie best *tunny irnowkdge. Property Owner's or Owner's Authorized Representative's Name Address City , State ZIP Code Signature - Date Telephone Corrirrier'*s� ❑ Check here if attachments SECTION G-COMMUNITYINFORMATION (OPTIONAL) The local official .who is authorized bylaw or ordinance to administer the community's floodplain :management ordinance can complete Sections. A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the rrueasurement used in item Gat and G9. G1 _ t�i The iriforr> ±riori in Se�cfion C was. taken from Drier docu-nmanim-tion V±at has been signed arsd sea -led by a tensed si_■ eyor, eng: esr, or 3*r4ifte-&-vbf*O is authorized bylaw to terttiy* elevation information. (indicate the source and date -of the elevation data in the Comments area below-) G2. L1 A community official completed Section E for a building located in Zone A (without a FEMA As' sued or community4ssued BFE) or Zone AO. G3. 0 The following information (items G4-G9) is provided for community fioodplain management purposes.. G4. Permit Number G5. Bate Perms issued GS.. DateCertificate Of Compliance/Occupancy issued G7. This permit has been issued for- flNew Construclion . 0 Substantial improvement G8. Elevation of as -built lowest floor (including basement) of the building ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site Cl feet 'Q meters (PR) Datum' G10. Community's design flood elevation ❑ feet 0 meters (PR) Datum Local Official's Name Title Telephone $ignaturo Date Comments' Check x, * ?zxer ifatta hn nt? FEUtA Form 83 3'1,'Mar 09 Refriaces all previous acHbons FORM 1100A-08 IFLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: Fitter Residence Builder Name: Street: lot 56 Nettles Island Permit Office: St. Lucie County City, State, Zip: Ft. Pierce , FL , Permit Number: Owner: Jurisdiction: Design Location: FL, Fort Pierce I. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.2 1425.80 ft2 b. Frame - Wood, Exterior R=13.0 261.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 5. Is this a worst case? Yes 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft2) 1421 a. Under Attic (Vented) R=30.0 1421.00 ft2 b. N/A R= ft2 7. Windows Description Area c. N/A R= ft2 a. U-Factor: Sgl, U=0.30 296.50 ft2 SHGC: SHGC=0.35 11. Ducts b. U-Factor: N/A ft2 a. Sup: Interior Ret: Interior AH: Interior Sup. R= 6, 281.4 ft2 SHGC: 12. Cooling systems c. U-Factor: N/A ft2 a. Central Unit Cap: 46.0 kBtu/hr SHGC: SEER: 16 d. U-Factor: N/A ft2 13. Heating systems SHGC: a. Electric Heat Pump Cap: 51.3 kBtu/hr e. U-Factor: N/A ft2 HSPF:9 � SHGC: 14. Hot water systems <8. Floor Types Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1421.00 ft2 EF: 0.99 t b. N/A R= ft2 b. Conservation features c. N/A R= ft2 None 15. Credits CF, Pstat Total As -Built Modified Loads: 18.85 Glass/Floor Area: 0.209 PASS Total Baseline Loads: 22.40 1 I hereby certify that the plans a ns vered by Review of the plans and 041ktE 87�q?� this calculation are in complianktiothJthFIo Energy specifications covered by this A • ' Off, Code. calculation indicates compliance ��;sj L� iL4 c',al��s with the Florida Energy Code. PREPARED BY: e r►�L Before construction is completed DATE: [ t this building will be inspected for compliance with Section 553.908 I hereby certify that this b 'ping, as designed, is in compliance Florida Statutes. with the Florida Energy e. G'0 y rE'i�� OWNER/AGENT: BUILDING OFFICIAL: DATE: A-Za DATE: r.M I • T Imill AI,, THrSE P?..ANv ,A.N" ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS •' REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO 1,/7/2011 10:41 AM EnernvGauapQ uSA - FlaRes2NG OMPLY WITH ALL APPLICABLE CODES.PanP 1 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 84 The lower the EnergyPerformance Index, the more efficient the home. lot 56 Nettles Island, Ft. Pierce, FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.2 1425.80 ft2 b. Frame - Wood, Exterior R=13.0 261.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 5. Is this a worst case? Yes 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft2) 1421 a. Under Attic (Vented) R=30.0 1421.00 ft2 b. N/A R= ft2 7. Windows- Description Area c. N/A R= ft2 a. U-Factor: SgI, U=0.30 296.50 ft2 SHGC: SHGC=0.35 11. Ducts b. U-Factor: N/A ft2 a. Sup: Interior Ret: Interior AH: Interior Sup. R= 6, 281.4 ft2 SHGC: 12. Cooling systems c. U-Factor. N/A ft2 a. Central Unit Cap: 46.0 kBtu/hr SHGC: SEER: 16 d. U-Factor: N/A ft2 13. Heating systems SHGC: a. Electric Heat Pump Cap: 51.3 kBtu/hr e. U-Factor: N/A ft2 HSPF:9 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Cap: 40 gallons ' a. Slab -On -Grade Edge Insulation R=0.0 1421.00 ft2 EF: 0.99 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 None 15. Credits CF, Pstat I 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 inspection. Otherwise, a new EPL Display Card will be completed based on installed Code co pliant features. Builder Signature: AwrlDate: Address of New Hom i:�� �`v,� City/FL Zip: S�,ge *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com 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 (850) 487-1824. **Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 PROJECT Title: Fitter Residence Bedrooms: 2 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 1421 Lot#. 'Owner. Total Stories: 1 SubDivision: # of Units: 1 Worst Case: Yes PlatBook: Builder Name: Rotate Angle: 225 Street: lot 56 Nettles Island Permit Office: St. Lucie County Cross Ventilation: County: St. Lucie Jurisdiction: Whole House Fan: City, State, Zip: Ft. Pierce , Family Type: Single-family FL , New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Fort Pierce FL ST_LUCIE_CO_INTL 2 39 90 75 70 722 62 Low FLOORS # Floor Type Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 1421 ft 0 1421 ft2 0 0 1 ROOF / Roof Gable Roof Solar Deck v # type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Composition shingles 1539 ft2 0 ft2 Medium 0.96 No 0 22.6 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1421 ft2 N N CEILING # Ceiling Type R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 1421 ft2 0.11 Wood WALLS Cavity Sheathing Framing Solar # Omt Adjacent To Wall Type R-Value Area R-Value Fraction Absor. 1 S Exterior Concrete Block - Int Insul 4.2 88 ft2 0 0.75 2 W Exterior Concrete Block - Int Insul 4.2 88 ft2 0 0.75 3 S Exterior Concrete Block - Int Insul 4.2 82.5 ft2 0 0.75 4 N Exterior Concrete Block - Int Insul 4.2 144 ft2 0 0.75 5 E Exterior Frame - Wood 13 54 ft2 0.23 0.75 6 E Exterior Frame - Wood 13 72 ft2 0.23 0.75 7 S Exterior Frame - Wood 13 135 ft2 0.23 0.75 8 N Exterior Concrete Block - Int Insul 4.2 76.5 ft2 0 0.75 9 E Exterior Concrete Block - Int Insul 4.2 90 ft2 0 0.75 � ti WALLS_ # Ornt 10 N ' 11 E 12 W 13 N 14 S 15 E ijacent To Wall Type Exterior Concrete Block - Int lnsul Exterior Concrete Block - Int Insul Exterior Concrete Block - Int Insul Exterior Concrete Block - Int Insul Exterior Concrete Block - Int Insul Exterior Concrete Block - Int Insul DOORS Cavity Sheathing Framing R Value Area R-Value Fraction 4.2 144 ft2 0 4.2 73.8 ft2 0 4.2 216 ft2 0 4.2 108 ft2 0 4.2 189 ft2 0 4.2 126 ft2 0 # Ornt Door Type Storms U-Value Area 1 S Wood None 0.460000 21 ft2 2 E Wood None 0.460000 21 ft2 Solar Absor. 0.75 0.75 0.75 0.75 0.75 0.75 WINDOWS Orientation shown is the entered orientation (=>) changed to Worst Case. Overhang # Omt Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 S=>NE Metal Single (Tinted) Yes 0.3 0.35 N 42 ft2 4 ft 0 in 0 ft 0 in HERS 2006 None 2 S=>NE Metal Single (Tinted) Yes 0.3 0.35 N 6 ft2 1 ft 0 in 0 ft 0 in HERS 2006 None 3 S=>NE Metal Single (Tinted) Yes 0.3 0.35 N 12 ft2 4 ft 0 in 0 ft 0 in HERS 2006 None 4 S=>NE Metal Single (Tinted) Yes 0.3 0.35 N 12.5 ft2 4 ft 0 in 0 ft 0 in HERS 2006 None 5 N=>SW Metal Single (Tinted) Yes 0.3 0.35 N 80 ft2 1 ft0 in 0 ft0 in HERS 2006 None 6 N=>SW Metal Single (Tinted) Yes 0.3 0.35 N 36 ft2 1 ft 0 in 0 ft 0 in HERS 2006 None 7 W=>SE Metal Single (Tinted) Yes 0.3 0.36 N 75 ft2 1 ft 0 in 0 ft 0 in HERS 2006 None 8 N=>SW Metal Single (Tinted) Yes 0.3 0.35 N 15 ft2 1 ft 0 in 0 ft 0 in HERS 2006 None 9 E=>NW Metal Single (Tinted) Yes 0.3 0.35 N 18 ft2 1 ft0 in 0 ft 0 in HERS 2006 None INFILTRATION & VENTING Method SLA CFM 50 ACH 50 ELA EgLA - Forced Ventilation - Run Time Supply CFM Exhaust CFM Fraction Fan Wafts Default 0.00036 1342 6.30 73.7 138.5 0 cfm 0 cfm 0 0 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft2 382.8 ft2 64 ft 8 ft (invalid) COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 16 46 kBtu/hr 1380 cfm 0.75 sys#0 HEATING SYSTEM # System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump None HSPF: 9 45 kBtu/hr sys#0 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.99 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS — Supply V — — Return — Air Percent # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Interior 6 281.4 ft Interior 70.35 ft Default Leakage Interior (Default) (Default) % TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Jan Venting KXI Feb Mar R1 Apr Apr Rj May r May Jun EX� Jul Aug X� Sep Ct M X Lx] Jan LX Jun [X Jul [X Aug [X Sep Occtt Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (VVD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 FORM 1100A-08 Code Compliance Cheklist Residential Whole Building Performance Method A -'Details ADDRESS: lot 56 Nettles Island PERMIT #: Ft. Pierce, FL, INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls N1166.AB.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill 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 N1106.AB.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 N1106.AB.1.2.3 Between walls & ceilings; penetrations of ceiling plane to 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 N1106.AB.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 with < 2.0 cfm from conditioned space, tested. Multi -story Houses N1106.AB.1.2.5 Air barrier on perimeter of floor cavitybetween floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space l heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N112.ABC.3. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB.1 Ceilings -Min. R-19. Common walls -frame R-11 or CBS R-3 both N1102.13.1.1 sides. Common ceiling & floors R-11. Fitter Residence HVAC Load Calculations for Fitter Lot 58Nettles Island Ft. Pierce, Florida w VA RssjD9N"nAL -, R% i H - C HVAC LoAi3s Prepared By: Residential Energy Cu|c's Friday, January 07,2D11 1RhvacioanACCAapproved Manual Jand Manual Ocomputer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. nen•numpnrey .� _ _ `a-11ter KeSldeflce Poit:Samf.Lucie, FL_34983, _ :; Pade2- Project Repori Getters! Projectlnforrriation: Project Title: Fitter Residence Designed By: QEA Associates, Inc. Project Date: Monday, December 13, 2010 Client Name: Fitter Client Address: Lot 58 Nettles Island Client City: Ft. Pierce, Florida Company Name: Residential Energy Calc's Reference City: Fort Pierce, Florida Building Orientation: Front door faces North 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 Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 42 39.4 80% n/a 70 n/a Summer: 90 78 59% 50% 75 61 Total Building Supply CFM: 1,383 CFM Per Square ft.: 0.973 Square ft. of Room Area: 1,421 Square ft. Per Ton: 362 Volume (ft3) of Cond. Space: 14,398 Buldin ` Loads ,'= r Total Heating Required Including Ventilation Air: 35,450 Btuh 35.450 MBH Total Sensible Gain: 32,430 Btuh 73 % Total Latent Gain: 11,779 Btuh 27 % Total Cooling Required Including Ventilation Air: 44,209 Btuh 3.68 Tons (Based On Sensible + Latent) 3.93 Tons (Based On 75% Sensible Capacity) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D 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 `Residential & Light Commercial HVAC Loads EliteSoftware Development, Inc Ken HumphL. rey Fiher Residence PortSamt Lucie •FL .39983 J "Pa -e 3 • � ll�iscellan�oa�s rRepo� . -.. - plern�9 Carr►erOr Equivalent. �utdaor Outdoor Outdoors Indoor Indoor; Gratns118 n out Data - D :Bulb .. INet Bulb . 1ZeLHum t. Rel Hum . D Bu1b. . Difference Winter: 42 39.4 80% n/a 70 n/a Summer: 90 78 59% 50% 75 61.09 Duct- Sizin °- Inputs Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./l00 ft. 0.1000 in.wg./l00 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. ['Outside''c.G)ata-,-: �_ - - - . • , Winter Summer Infiltration Specified: 0.310 AC/hr 0.160 AC/hr 74 CFM 38 CFM Infiltration Actual: 0.310 AC/hr 0.160 AC/hr Above Grade Volume: X 14,398 Cu.ft. X 14,398 Cu.ft. 4,463 Cu.ft./hr 2,304 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 74 CFM 38 CFM Total Building Ventilation: 123 CFM 123 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: 30.77 = (1.10 X 0.999 X 28.00 Winter Temp. Difference) Winter Infiltration Specified: 0.310 AC/hr (74 CFM), Construction: Semi -Tight Summer Infiltration Specified: 0.160 AC/hr (38 CFM), Construction: Semi -Tight Duct Load Factor Scenarios for S stem 1<77I 1 Return Main Attic 16B 0.24 6 70 No Rhvac. Residential & Light Commercial HVAC Loads Elrte Software Depelopment, Inc': Ken.Humph�ey Fitter Residence l Port_Samt Lucie FL=: 39983 Pa a 4, Load Preview Report )mmerwal HVAC Loads 71 EIRe Software Development, Inc . FI$er Residence.. Page 51 Room or I Minimum Maximum Rough t Design SP( Duct Duct' Htg ' Clg E Act. Duct Duct Name Velocity'i Velocity; Factor! U100: Lass Velocityl Lengthl Floes Flow : Flow Size System 1 _._................. _ _....._....... - ......-----... ........... ............ ,----....:..-. ............... ..._.._._....._._................ .._.... .._...,...._...... Supply Runouts ..... _........ .......... ............... .__....... ---._._.._._....._._.._. — -- _...__._._.._..._...------ ........... -... ........... -- :._ ...... -.._..._..._..._ .--- - --... ..... - - ............... ........__..._....,.__................. --._...-____ _. _._... ........ ......... -- -.... ... .... ..... Zone 1 ..... . ... _ _............ ............. ....... 1-Foyer ------------ _ 450 ------------------- 750 0 0.1; 504 6 28:` _ 69 1- .. ........ ............._..........._..... 2 Laundry .. ._ 456. ... 750 _.. ............,.... 0 01, 6081 25 ® 83 9-� _ . . _ . .. _......_......_ ...__._..._.:.__.. 3-Living . ............ 450 --- 750: 0 ...._ 01: 474 5 95 ) - 380 3-4 _.._ ......_. __ ..--......... Storage _ : _ - _ . . .. _._..._:. 750: . . 0 01 327.5 7! __ .4 ....... _ ................. 5-Kitchen .450 .... ..... _. _..•..._...... _..... 450- ......_...._....... 750 0; _. 01 4591 18, 12 123; 1-7 _. ...._ _.. -- ._..-.._ .. — - — .. 6-Master Bath .._ ...._ ..—....._ 450 _.... 750; 0 01 547.5 -- — 30 ��-- 75 1-E .._........_....... _ __......................—...:._............. 7-Master Bedroom 450 750 0 01 523 9 43: 140 1 .. 8-Walk In Closet 45d 750 0 d 1 - 401 8 13 — 35 1 -4 9-Dining 450 750 0 01 491.71 9�5 63 263.- 2- 7 _ . _ ......... .................... 10-Bath2 . _ _..._.. 456 ... .. 750 01 01 5432 14 47� 47 1--4 ._ ..._-- .... _..... _ ...... .._............._ - 11-Bedroom 2 ............... ..-- .. ...... . _. 750 0 01 5231 . 42 140 140 1-7 _......._._..._...._..._ Other Ducts ...450: ..__......_.,...._............ _...., -.... .. ----- -------._.--..._......._._................... ------------- Supply Main Trunk -- ---- -- -' 650`: --------- 900; _.. - -------------= 0. - .__...: 0.1 i ---- - 873.6 - - -- - -- = — 412' 1 383 - ----------- 1,383 ._.._..._. 12x19 Summary_ Sy.. ----------._........ - --__.....----------------------------------------------------- _ -- ._.._._.._.... -- __...----....- --................... -... -................ _ _..... Heating Flow: 412 ......... ... .._._.1......... .......,------ ------ .-...... ...... --------------- _.......... ....... ........ ................. _................ ............_.....__._,..__.___......_...._..._.._.__..........._--._...-----......_............._-..............._....._.........-.....................-__........_. Cooling Flow. 1383 I Rhvac' Residential'& Light_Commercial HVAC Loads E14e Software Development, Inc., Ki r Humphrey `- Fitter Residence Poit Sairit Lucre FL 34983 Page 6 -Total Building StiinMaryLoads; . ,Component,- Area: Sen . Lat - Sen_ Total Descrij lion Quan :: Loss Gain. Gain. Gain 1A-hm-o: Glazing -Single pane, operable window, heat 248.5 8,836 0 8,363 8,363 absorbing, metal frame no break, u-value 1.27, SHGC 0.52 10A-m: Glazing -French door, single pane clear glass, 12.5 585 0 453 453 metal frame no break, u-value 1.67, SHGC 0.53 IA-hb-o: Glazing -Single pane, operable window, heat 25.5 214 0 513 513 absorbing, metal frame with break, u-value 0.3, SHGC 0.35 1A-hb-o: Glazing -Single pane, operable window, heat- 54 1,632 0 2,072 2,072 absorbing, metal frame with break, u-value 1.08, SHGC 0.52 1A hb-o: Glazing -Single pane, operable window, heat 13.8 62 0 62 62 absorbing, metal frame with break, in partition wall, u- value 0.3, SHGC 0.35 11 D: Door -Wood - Solid Core 21 123 0 123 123 13A-4ocs: Wall -Block, board insulation only, R-4 board 807.8 3,231 0 1,766 1,766 insulation, open core, siding finish 1213-0sw: Part -Frame, R-11 insulation in 2 x 4 stud cavity, 33 48 0 48 48 no board insulation, siding finish, wood studs 12B-Osw: Wall -Frame, R-11 insulation in 2 x 4 stud cavity, 97.5 265 0 228 228 no board insulation, siding finish, wood studs 12C-Osw: Part -Frame, R-13 insulation in 2 x 4 stud cavity, 58.2 80 0 80 80 no board insulation, siding finish, wood studs 12C-4ocs: Part- 112.5 154 0 154 154 16A-30: Roof/Ceiling-Under Attic with Insulation on Attic 289.9 260 0 649 649 Floor (also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier, Any Roofing Material, Any Roof Color, R-30 insulation 16A-21: Roof/Ceiling-Under Attic with Insulation on Attic 1129.8 1,392 0 3,479 3,479 Floor (also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier, Any Roofing Material, Any Roof Color, R-21 insulation 22A-ph: Floor -Slab on grade, No edge insulation, no 162 6,158 0 0 0 insulation below floor, any floor cover, passive, heavy moist soil Subtotals for structure: 23,040 0 17,990 17,990 People: 16 3,200 3,680 6,880 Equipment: 600 1,800 2,400 Lighting: 0 0 0 Ductwork: 6,335 1,282 4,714 5,996 Infiltration: Winter CFM: 74, Summer CFM: 38 2,290 1,592 634 2,226 Ventilation: Winter CFM: 123, Summer CFM: 123 3,785 5,105 2,028 7,133 AED Excursion: ___..__-_-.....__--_..-.____.__._.-_.._...._._..._._.._..-...__....._-_ ._....__..... ............. _.- ._._._._.-...-..___-_._._..----......__...._.._...._._-.._.._._..... 0 0 1,585 __-._._ .. _.___._...._�.._...... 1,585 Total Building Load Totals: 35,450 11,779 32,430 44,209 Check Figures Total Building Supply CFM: 1,383 CFM Per Square ft.: 0.973 Square ft. of Room Area: 1,421 Square ft. Per Ton: 362 Volume (fN) of Cond. Space: 14,398 [Building Loads :. __. .... Total Heating Required Including Ventilation Air: 35,450 Btuh 35.450 MBH Total Sensible Gain: 32,430 Btuh 73 % 'Total Latent Gain: 11,779 Btuh 27 % Total Cooling Required Including Ventilation Air: 44,209 Btuh 3.68 Tons (Based On Sensible + Latent) ' Rhvac . Residential & U-uhtCommercial HVAC Loads Elite Software Development, Inc.' Ken Humphrey Fitter Residence Port_Samt l ucie FL 34983 Rage 7 Total Building Summary Loads (cont'd) 3.93 Tons (Based On 75% Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. 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. GoJtmponent I. -Description '. ' _ ', ,-- Area ..Quara :: Sen . Loss . Lat Gain Sen Gain Tots! Gain IA-hm-o: Glazing -Single pane, operable window, heat- 248.5 8,836 0 8,363 8,363 absorbing, metal frame no break, u-value 1.27, SHGC 0.52 1 OA-m: Glazing -French door, single pane clear glass, 12.5 585 0 453 453 metal frame no break, u-value 1.67, SHGC 0.53 1A-hb-o: Glazing -Single pane, operable window, heat- 25.5 214 0 513 513 absorbing, metal frame with break, u-value 0.3, SHGC 0.35 1A-hb-o: Glazing -Single pane, operable window, heat- 54 1,632 0 2,072 2,072 absorbing, metal frame with break, u-value 1.08, SHGC 0.52 1A-hb-o: Glazing -Single pane, operable window, heat- 13.8 62 0 62 62 absorbing, metal frame with break, in partition wall, u- value 0.3, SHGC 0.35 11 D: Door -Wood - Solid Core 21 123 0 123 123 13A-4ocs: Wall -Block, board insulation only, R-4 board 807.8 3,231 0 1,766 1,766 insulation, open core, siding finish 12B-0sw: Part -Frame, R-11 insulation in 2 x 4 stud cavity, 33 48 0 48 48 no board insulation, siding finish, wood studs 12B-Osw: Wall -Frame, R-11 insulation in 2 x 4 stud cavity, 97.5 265 0 228 228 no board insulation, siding finish, wood studs 12C-Osw: Part -Frame, R-13 insulation in 2 x 4 stud cavity, 58.2 80 0 80 80 no board insulation, siding finish, wood studs 12C-4ocs: Part- 112.5 154 0 154 154 16A-30: Roof/Ceiling-Under Attic with Insulation on Attic 289.9 260 0 649 649 Floor (also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier, Any Roofing Material, Any Roof Color, R-30 insulation 16A-21: Roof/Ceiling-Under Attic with Insulation on Attic 1129.8 1,392 0 3,479 3,479 Floor (also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier, Any Roofing Material, Any Roof Color, R-21 insulation 22A-ph: Floor -Slab on grade, No edge insulation, no 162 6,158 0 0 0 insulation below floor, any floor cover, passive, heavy moist soil _...... _.---------------- -------- .......... __... ........ -... - - - Subtotals for structure: 23,040 0 .. _.__... 17,990 _ . _ ...... 17,990 People: 16 3,200 3,680 6,880 Equipment: 600 1,800 2,400 Lighting: 0 0 0 Ductwork: 6,335 1,282 4,714 5,996 Infiltration: Winter CFM: 74, Summer CFM: 38 2,290 1,592 634 2,226 Ventilation: Winter CFM: 123, Summer CFM: 123 3,785 5,105 2,028 7,133 AED Excursion: _._.. __.._._....:... _ ._.._.__......_........ -- - .... .... _ ...... -----..........................__.._._.....__....__.._.. 0 0 _.... - - .....__._... 1 585 �...._.._.._.. 1,585 - _�......_. System 1 Carrier Or Equivalent Load Totals: 35,450 11,779 32,430 44,209 `Check Figures Supply CFM: 1,383 CFM Per Square ft.: 0.973 Square ft. of Room Area: 1,421 Square ft. Per Ton: 362 Volume (ft') of Cond. Space: 14,398 SysjOrn Loads . ., --9 Total HeatingRequired Includin Ventilation Air: q 9 35 450 � Btuh 35 .450 MBH Total Sensible Gain: 32,430 Btuh 73 % Total Latent Gain: 11,779 Btuh 27 % Total Cooling Required Including Ventilation Air: 44,209 Btuh 3.68 Tons (Based On Sensible + Latent) ' Rhvac Residential'& Light Commercial HVAC Loads Elite Software lvelopment, Inc,` Ken -Humphrey _ finer Residence Poit Saint -Lucie FG 34983. = Pa a 9- System `-'Carrier.Or Equeva/ent.'Sumrmry Loads (cont'd) System Loads 3.93 Tons (Based On 75% Sensible Capacity) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. 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' Residential:& LightCommerc�al HVAC Loads Elrte Software Development, Inc Ken, Humphrey ; Port Saint Lucie FL , 34983_Filter Residence e S stem �, :Zone Surt�ma Loads (,4verae Load Procedure for Rooms} - ..Component Area Sen_ Lat `; Sen.Total Descri Quan ,{ _, . - :. Loss _ :Gain - .. Gain Gain,` IA-hm-o: Glazing -Single pane, operable window, heat 248.5 8,836 0 8,363 8,363 absorbing, metal frame no break, u-value 1.27, SHGC 0.52 1 OA-m: Glazing -French door, single pane clear glass, 12.5 585 0 453 453 metal frame no break, u-value 1.67, SHGC 0.53 1A-hb-o: Glazing -Single pane, operable window, heat 25.5 214 0 513 513 absorbing, metal frame with break, u-value 0.3, SHGC 0.35 1A-hb-o: Glazing -Single pane, operable window, heat- 54 1,632 0 2,072 2,072 absorbing, metal frame with break, u-value 1.08, SHGC 0.52 1A-hb-o: Glazing -Single pane, operable window, heat 13.8 62 0 62 62 absorbing, metal frame with break, in partition wall, u- value 0.3, SHGC 0.35 11 D: Door -Wood - Solid Core 21 123 0 123 123 13A-4ocs: Wall -Block, board insulation only, R-4 board 807.8 3,231 0 1,766 1,766 insulation, open core, siding finish 1213-0sw: Part -Frame, R-11 insulation in 2 x 4 stud cavity, 33 48 0 48 48 no board insulation, siding finish, wood studs 12B-Osw: Wall -Frame, R-11 insulation in 2 x 4 stud cavity, 97.5 265 0 228 228 no board insulation, siding finish, wood studs 12C-0sw: Part -Frame, R-13 insulation in 2 x 4 stud cavity, 58.2 80 0 80 80 no board insulation, siding finish, wood studs 12C-4ocs: Part 112.5 154 0 154 154 16A-30: Roof/Ceiling-Under Attic with Insulation on Attic 289.9 260 0 649 649 Floor (also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier, Any Roofing Material, Any Roof Color, R-30 insulation 16A-21: Roof/Ceiling-Under Attic with Insulation on Attic 1129.8 1,392 0 3,479 3,479 Floor (also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier, Any Roofing Material, Any Roof Color, R-21 insulation 22A-ph: Floor -Slab on grade, No edge insulation, no 162 6,158 0 0 0 insulation below floor, any floor cover, passive, heavy moist soil _._-- ._._.__.. .--._._. _. _.__..._....... ...... ....... Subtotals for structure: 23,040 0 17,990 17,990 People: 16 3,200 3,680 6,880 Equipment: 600 1,800 2,400 Lighting: 0 0 0 Ductwork: 6,335 0 4,714 4,714 Infiltration: Winter CFM: 74, Summer CFM: 38 2,290 1,592 634 2,226 System 1, Zone 1 Load Totals: 31,665 5,392 30,402 35,794 Check Fi tires y: _ ' Supply CFM: 1,383 CFM Per Square ft.: 0.973 Square ft. of Room Area: 1,421 Square ft. Per Ton: 443 Volume (ft) of Cond. Space: 14,398 Zone Loads ,: Total Heating Required: 31,665 Btuh 31.665 MBH Total Sensible Gain: 30,402 Btuh 85 % Total Latent Gain: 5,392 Btuh 15 % Total Cooling Required: 35,794 Btuh 2.98 Tons (Based On Sensible + Latent) 3.21 Tons (Based On 75% Sensible Capacity) Rhvac' Residential & Light Commeraal HVAC Loads Elite Software Development, Inc Ken Humphrey Fitter Residence PortSamtLwcie FL-- System 1 Zone Surrrary Loads (Average Load; Procedure for.°Roos) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. 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 . Residential & Light Commercial HVAC Loads Ehte Software Development, Inc , Ke,qmphrey _ Fitter Residence Part Samtldcie FL 34983.. Pa a 12 Detailed Root» Loads - Room: T'; Fo' (Average Load' Procedure) Genera! Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 7.0 ft. System Number: 1 Room Width: 6.0 ft. Zone Number: 1 Area: 42.0 sq.ft. Supply Air: 69 CFM Ceiling Height: 11.0 ft. Supply Air Changes: 8.9 AC/hr Volume: 462.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 9 CFM Runout Air: 69 CFM Percent of Supply.: 12 % Runout Duct Size: 5 in. Actual Summer Vent.: 6 CFM Runout Air Velocity: 505 ft./min. Percent of Supply: 9 % Runout Air Velocity: 505 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.210 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item Area -U-'. Htg ' ` Seh Clg: Lat :' Ser► Descri iion . Quantity .. Value.. IT , : : Loss ,�. HTM,. Gain : - ,: Gain] S -Wall-13A-4ocs 6 X 11 35.5 0.143 4.0 142 2.2 0 78 S -GIs-1A-hm-o shgc-0.52 1 00%S 12 1.270 35.6 426 30.0 0 360 (2) S -GIs-1A-hm-o shgc-0.52100%S 6 1.270 35.6 213 30.0 0 180 S -GIs-10A-m shgc-0.53 1 00%S 12.5 1.670 46.8 585 36.2 0 453 U P-Ceil-1 6A-30 7 X 6 42 0.032 0.9 38 2.2 0 94 Floor-22A-ph 6 ft..Per. 6 1.358 38.0 228 0.0 0 0 Subtotals for Structure: 1,632 0 1,165 Infil.: Win.: 3.9, Sum.: 2.0 66 1.833 121 0.515 84 34 Ductwork: 438 234 AED Excursion: 79 Room Totals: 2,191 84 1,512 Rhvac Residential;& L!ght Commercial HVAC Loads Elite Software Development, Inc,• Ken Humphiey Fitter Residence Port;Samt.Lucie FL 34983 -: {... - Pawe 13. Detailed Room Loads = Room 2'=-Laundry (Average Load Procedure) General, Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 8.0 ft. System Number: 1 Room Width: 5.0 ft. Zone Number: 1 Area: 40.0 sq.ft. Supply Air: 83 CFM Ceiling Height: 11.0 ft. Supply Air Changes: 11.3 AC/hr Volume: 440.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 8 CFM Runout Air: 83 CFM Percent of Supply.: 9 % Runout Duct Size: 5 in. Actual Summer Vent.: 7 CFM Runout Air Velocity: 608 ft./min. Percent of Supply: 9 % Runout Air Velocity: 608 ft./min. Actual Winter Infil.: 9 CFM Actual Loss: 0.304 in.wg./100 ft. Actual Summer Infil.: 4 CFM Item Area. -U- , Htg 5erl Clg : Lat ' Sen 'Descri ti©n Quantity Value ; - HTM ..- . Loss: HTM Gain.-,, - Gain W -Wall-I3A-flocs 8 X 11 82 0.143 4.0 328 2.2 0 179 S -Wall-13A-4ocs 5 X 11 55 0.143 4.0 220 2.2 0 120 W -GIs-1A-hm-o shgc-0.52 27%S 6 1.270 35.6 213 58.3 0 350 UP-Ceil-16A-21 8 X 5 40 0.044 1.2 49 3.1 0 123 Floor-22A-ph 13 ft..Per. ---------------------- 13 1.358 38.0 494 0.0 0 0 Subtotals for Structure: 1,304 0 772 Infil.: Win.: 8.5, Sum.: 4.4 143 1.839 263 0.510 183 73 Ductwork: 392 283 AED Excursion: 95 Equipment: 600 600 Room Totals: 1,959 783 1,823 Rvac sid�e COMMe7rda.1MA "Loads Elite software Development, Inc:• KenY_ Fitter Resitlence P 6rt,,Sa Uc Fa-14 I.-DetailedRo'om'L6c!ds,'= R.6om'-3,.Livin,o(Average [-General- Calculation Mode- Htg. & c1g. Occurrences: 1 Room Length: 24.0 ft. System Number: 1 Room Wdth: 20.0 ft. Zone Number: 1 Area: 480.0 sq.ft. Supply Air: 380 CFM Ceiling Height: 11.5 ft. Supply Air Changes: 4.1 AC/hr Volume: 5,520.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Writer Vent.: 28 CFM Runout Air: 127 CFM Percent of Supply.: 7 % Runout Duct Size: 7 in. Actual Summer Vent.: 34 CFM Runout Air Velocity: 475 ft./min. Percent of Supply: 9 % Runout Air Velocity: 475 ft./min. Actual Winter Infil.: 10 CFM Actual Loss: 0.117 in.wg./l 00 ft. Actual Summer Infil.: 5 CFM Item Area Htg 'Sen -'CIg- Lat;,. Sen. [ Description Quantity Value' " HTM' Loss -HTM,.-' Gain Gain, N Mall -I 3A-4ocs 11.5 X 9 28.5 0.143 4.0 114 2.2 0 62 W -Wall-1 3A-4ocs 7 X 9 25.5 0.143 4.0 102 2.2 0 56 W -GIs-IA-hm-o shgc-0.52 55%S 37.5 1.270 35.6 1,333 47.4 0 1,779 N -GIs-1 A-hm-o shgc-0.52 I 00%S 75 1.270 35.6 2,667 30.0 0 2,250 UP-Ceii-16A:-2124X20 480 0.044 1.2 591 3.1 0 1,478 Floor-22A-ph 19 ft..Per. -- -------- ---- .... .... 19 1.358 38.0 722 ....... .... ...... 0.0 ........... I.- .. .. ....... .. . 0 0 Subtotals for Structure: 5,529 0 5,625 Infil.: Wn.: 9.9, Sum.: 5.1 167 1.838 306 0.511 213 85 Ductwork: 1,459 1,297 AED Excursion: 436 People: 200 lat/per-, 230 sen/per: 4 800 920 Room Totals: 7,294 1,013 8,362 Rhvzic.'- Resid Commercial HVAC-ehtial &Uqht Co Loads Elite Software Development,'Inc AHumphrey Fitter , Port ,"M,L6,bie, FL di DelailedRoom Ld6&_'.Ro6.M'.-4-�.;,'Stora'g'e'(Average'Lo�id,F)roc.e.ur6) jGeneral Calculation Mode: Htg. & c1g. Occurrences: Room Length: 6.3 ft. System Number: Room Width: 5.0 ft. Zone Number: Area: 32.0 sq.ft. Supply Air: 29 CFM Ceiling Height: 9.3 ft. Supply Air Changes: 5.9 AC/hr Volume: 293.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 29 CFM Percent of Supply.: 7 % Runout Duct Size: 4 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 327 ft./min. Percent of Supply: 9 % Runout Air Velocity: 327 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.123 in.wg./l 00 ft. Actual Summer Infil.: 0 CFM Item t6 Area-U-' Htg -Seri,,' Clg'. Lat' Sen DeSG[illti6n _QuanfflValue HTM Loss'- Gain - -- - Gain E -Part-I Y/I Y-1 213-0sw 6 X 9 33 0.097 1.5 48 1.5 0 48 E -Door-I 1 D 3 X 7 21 0.390 5.9 123 5.9 0 123 UP-Ceil-I 6A-21 6.3 X 5 31.5 0.044 1.2 39 3.1 0 97 Floor-22A-ph 6 ft..Per. 6 1.358 38.0 228 0.0 0 0 Subtotals for Structure: 438 0 268 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork: 110 97 AED Excursion: 33 People- 200 latIper, 230 sen/per: ... . . .................... ... .. 1 ..... .... .............. 200 ....... .... - ----- 230 Room Totals: 548 200 628 Residential MM&CIat HVAC,Loads ',,Elite Software Development, Inc em ,umphreyeran DetailedRoom -,L'6a: dsRdoth -5 it�chen:-,*(A,,Veraoe�Load'Procedure} :,'-.... I'Pon6ral, 7 7 Calculation Mode- Htg. & c1g. Occurrences: Room Length: 10.7 ft. System Number: Room Width: 9.7 ft. Zone Number: Area: 104.0 sq.ft. Supply Air: 123 CFM Ceiling Height: 9.3 ft. Supply Air Changes: 7.6 AC/hr Volume: 965.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: I Actual Winter Vent.: 6 CFM Runout Air: 123 CFM Percent of Supply.: 4 % Runout Duct Size: 7 in. Actual Summer Vent.: 11 CFM Runout Air Velocity: 459 ft./min. Percent of Supply: 9 % Runout Air Velocity: 459 ft./min. Actual Writer Infil.: 6 CFM Actual Loss: 0.110 in.wg./I 00 ft. Actual Summer Infil.: 3 CFM ltem .Area-U7 Htg Se'n".--- 'Cl LaC Sen- -Descriiption -Quantity, -Value -HTM -,,L -HTM, ,Loss G' -Gain W-Wall-1213-0swUX9 97.5 0.097 W -GIs-IA-hb-o shgc-0.35 23%S 10.5 0.300 U P-Ceil-1 6A-21 10.7 X 9.7 103.8 0.044 Floor-22A-ph 12 ft..Per. ..... ......... 12 1.358 Subtotals for Structure: Infil.: Win.: 6.4, Sum.: 3.3 108 Ductwork: AED Excursion: Equipment: 2.7 265 2.3 0 8.4 88 31.9 0 1.2 128 3.1 0 38.0 ..................456---- ----- 0.9- ............. 937 0 1.833 198 0.509 138 284 .... ............. ........... .. ... ... ...... Room Totals: 1,419 0 138 228 335 320 0 883 55 418 141 1,200 2,697 Elite Software.DeVelopment, Inc. 'Rovac Residential'& LightCorfirnerciati-IVAC'Loads , - 'R Xiri Humphrek Fitter C-P, Portpsi n ,6 ri6 Lud" Paq e, e. 11, I.: -Detailed Rod M';: L6ads. 'RoOM 6 �-Ma&& 8ath (A v6ragd Load Procedure) Calculation Mode- Htg. & c1g. Occurrences: Room Length: 10.0 ft. System Number: Room Width: 8.0 ft. Zone Number: Area: 80.0 sq.ft. Supply Air: 75 CFM Ceiling Height: 9.3 ft. Supply Air Changes: 6.0 AC/hr Volume: 744.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 9 CFM Runout Air: 75 CFM Percent of Supply.: 12 % Runout Duct Size: 5 in. Actual Summer Vent.: 7 CFM Runout Air Velocity: 548 ft./min. Percent of Supply: 9 % Runout Air Velocity: 548 ft./min. Actual Winter Infil.: 10 CFM Actual Loss: 0.247 in.wg./l 00 ft. Actual Summer Infil.: 5 CFM Item Area Htg:l SeP Clg' Lat Sen 'Description Quapp I Value HTM Loss; -7--HTM.- Gain;. -Gain N Mal 1-1 3A-4ocs; 8.5 X 9 61.5 0.143 4.0 246 2.2 0 135 E -Wall-1 3A-4ocs 10 X 9 90 0.143 4.0 360 2.2 0 197 N -GIs-IA-hb-o shgc-0.35 100%S 15 0.300 8.4 126 11.9 0 178 UP-Ceil-1 6A-21 10 X 8 80 0.044 1.2 99 3.1 0 246 Floor-22A-ph 19 ft..Per. ... . . ...... 19 .. .... .. .. 1.358 38.0 722 0.0 0 0 Subtotals for Structure: 1,553 0 756 Infil.: Win.: 9.9, Sum.: 5.1 167 1.838 306 0.511 213 85 Ductwork: 465 254 AED Excursion: 86 People: 200 [at/per, 230 sen/per: 2 400 460 ...................... .. - -- --- ---- ------ I ------- -- ... ..... .. ... ....... Room Totals: 2,324 613 1,641 RhviiqResidential -&Liciht.Ct)mmetcial;HVACLoads ,�:.,'.-',, ._,Elite �Software Development, Inc. —qroph rqy:,, Attidr Residence 6t -F Part8ai' Lucie C34983 [Detailed Room: LLoadsRoom- - 7 'Matter Bedroom *(Avera'g'e-.Load Procedure) I -General Calculation Mode: Htg. & c1g. Occurrences: I Room Length: 15.0 ft. System Number: 1 Room Width: 15.0 ft. Zone Number: 1 Area: 225.0 sq.ft. Supply Air: 140 CFM Ceiling Height: 9.3 ft. Supply Air Changes: 4.0 AC/hr Volume: 2,093.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 13 CFM Runout Air: 140 CFM Percent of Supply.: 9 % Runout Duct Size: 7 in. Actual Summer Vent.: 12 CFM Runout Air Velocity: 524 ft./min. Percent of Supply: 9 % Runout Air Velocity: 524 ft./min. Actual Winter Infil.: 9 CFM Actual Loss: 0.142 in.wg./l 00 ft. Actual Summer Infil.: 4 CFM ltbi-n Area" -U.; Htg:' Seri, Clg: Lat Sen -Description: Quantity Value a. HTM Loss',. -HTM: Gain Gain, N -Wall-I 3A-4ocs 16 X 9 108 0.143 4.0 432 2.2 0 236 N -GIs-I A-hb-o shgc-0.52 1 00%S 36 1.080 302 1,088 27.2 0 978 (2) UP-Ceil-1 6A-21 15 X 15 225 0.044 1.2 277 3.1 0 693 Floor-22A-ph 16 ft..Per. .. .... ....... .... 16 1.358 38.0 608 ..... 0.0 ..... .......... —.- ------ --------- 0 0 ... .... Subtotals for Structure: 2,405 0 1,907 Infil.: Win.: 8.6, Sum.: 4.4 144 1.840 265 0.507 184 73 Ductwork: 668 477 AED Excursion: 160 People: 200 lat/per, 230 sen/per: .... .. . .......... .. 2 400 460 Room Totals: 3,338 584 3,078 Rhvac,- Residential-& LIqht Commercial HVAC Loads Xer� urpo r6y Elite ,Software,Develooment, Inc. -ce Pifter Resi�en' '. P6rt,8a'in-t'Lu--'cie-, FL- ,349B3--,- Page-19 Detailed Room Loads = Room 8 = Walk In Closet (Average Load Procedure) I general. Calculation Mode: Htg. & c1g. Occurrences:. I Room Length: 8.5 ft. System Number: 1 Room Width: 7.0 ft. Zone Number: I Area: 60.0 sq.ft. Supply Air: 35 CFM Ceiling Height: 9.3 ft, Supply Air Changes: 3.8 AC/hr Volume: 553.0 cu.ft. Req. Vent. CIg: 0 CFM Number of Registers: I Actual Winter Vent.: 4 CFM Runout Air: 35 CFM Percent of Supply.: 11 % Runout Duct Size: 4 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 402 ft./min. Percent of Supply: 9 % Runout Air Velocity: 402 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.184 in.wg./I 00 ft. Actual Summer Infil.: 2 CFM Item Area -U-' Htg Sere CIg Lat Sen Description I Quanfitv Value, HTM- - - Loss! HTM Gain Gain E -Wall-1 3A-4ocs 8.2 X 9 73.8 0.143 4.0 295 2.2 0 161 UP-Ceil-1 6A-21 8.5 X 7 59.5 0.044 1.2 73 3.1 0 183 Floor-22A-ph 8 ft..Per. 8 1.358 38.0 304 0.0 0 0 Subtotals for Structure: 672 0 344 Infil.: Win.: 4.4, Sum.: 2.3 74 1.843 136 0.501 94 37 Ductwork: 202 119 AED Excursion: 40 People: 200 lat/per, 230 sen/per: 1 200 230 Room Totals: 1,010 294 771 Rhvac Residential & Light Commercial HVAC Loads Elite Software Development, inc " Ken Humphrey F►tter Re_ s►den' Port Sant Pa' a 20 Detailed Room Loads Room 9 =- During (Average Load Procedure) General Calculation Mode: Htg. & cig. Occurrences: 1 Room Length: 11.0 ft. System Number: 1 Room Width: 10.0 ft. Zone Number: 1 Area: 110.0 sq.ft. Supply Air: 263 CFM Ceiling Height: 9.3 ft. Supply Air Changes: 15.4 AC/hr Volume: 1,023.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 28 CFM Runout Air: 131 CFM Percent of Supply.: 11 % Runout Duct Size: 7 in. Actual Summer Vent.: 23 CFM Runout Air Velocity: 492 ft./min. Percent of Supply: 9 % Runout Air Velocity: 492 ft./min. Actual Winter Infil.: 13 CFM Actual Loss: 0.125 in.wg./100 ft. Actual Summer Infil.: 7 CFM Item Area -tJ-', Htg Sen Clg' Lat Sen Description Quantity;, Value ;HTM , _ ,Loss . -. , n HTM , " ` .- - ,;Gain Gain W -Wall-13A-4ocs 12 X 9 66 0.143 N -Wall-13A-4ocs 12 X 9 38 0.143 W -GIs-1A-hm-o shgc-0.52 94%S 42 1.270 (2) N -GIs-1A-hm-o shgc-0.52 1 00%S 70 1.270 (2) UP-Ceil-16A-21 11 X 10 110 0.044 Floor-22A-ph 24 ft..Per. 24 1.358 Subtotals for Structure: Infil.: Win.: 12.9, Sum.: 6.7 216 Ductwork: AED Excursion: People: 200 lat/per, 230 sen/per: 2 Room Totals: 4.0 264 2.2 0 144 4.0 152 2.2 0 83 35.6 1,494 32.0 0 1,344 35.6 2,490 30.0 0 2,100 1.2 136 3.1 0 339 38.0 913 0.0 0 0 5,449 0 4,010 1.838 397 0.509 276 110 1,462 896 301 400 460 7,308 676 5,777 Rhn6' Residentiaf IJ -oinmerdaV'HVAC`Lqa Elite Qftwqqp"e!oo v '- 'Ki Fifer Residence i! t Sa Lucie;a Pa [- De-t6#&,d:R66rh'--.---L66d§ Room Load r666 J? '10 Bath I" -d:P'' dare)." I General: -` Calculation Mode: Htg. & c1g. Occurrences: Room Length: 8.0 ft. System Number: Room Width: 7.1 ft. Zone Number: Area: 57.0 sq.ft. Supply Air: 47 CFM Ceiling Height: 9.3 ft. Supply Air Changes: 5.4 AC/hr Volume: 528.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: I Actual Winter Vent.: 4 CFM Runout Air: 47 CFM Percent of Supply.: 9 % Runout Duct Size: 4 in. Actual Summer Vent.: 4 CFM Runout Air Velocity: 543 ft./min. Percent of Supply: 9 % Runout Air Velocity: 543 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.333 in.wg./l 00 ft. Actual Summer Infil.: I CFM Item' "Area --U , - .1 Htg S en� Clg - - - 'Lat . Sery, Description Quantity-,,,,-,�, Value -L -MTML',, -—Ioss', -,Gain . Gain> E -Part-1 5'/15'-1 2C-Osw 8 X 9 58.2 0.091 1.4 80 1.4 0 80 8 -Wall-1 3A-4ocs 4 X 9 36 0.143 4.0 144 2.2 0 79 E -GIs-lA-hb-o in partition 13.8 0.300 4.5 62 4.5 0 62 UP-Ceil-16A-30 8 X 7.1 56.8 0.032 0.9 51 2.2 0 127 Floor-22A-ph 12 ft..Per. .... . ......... ... ... 12 1.358 38.0 456 ...... ...... 0.0 0 0 Subtotals for Structure: 793 0 348 Infil.: Win.: 2.1, Sum.: 1.1 36 1.833 66 0.500 46 18 Ductwork: 215 162 AED Excursion: 54 People: 200 lat/per, 230 sen/per: 2 .......... ..... ........ . .. ..... . .. ....... .. ..... ... 400 .. ...... .... ... 460 Room Totals: 1,074 446 1,042 Rhvac�' Residential & Light Commeraal HVAC Loads Elite Software Development, Ken Humphey Fitter Restdencea P,or[;Samt-Lueie�fL�34983.. - Pa' e22= -Detailed Room =Loads: Roorr=7.11- Bedroom `2 (Average: Load Procedure} General -:_ . - .. :: `: .. •, - - . � , Calculation Mode: Htg. & c{g. Occurrences: 1 Room Length: 14.7 ft. System Number: 1 Room Width: 13.0 ft. Zone Number: 1 Area: 191.0 sq.ft. Supply Air: 140 CFM Ceiling Height: 9.3 ft. Supply Air Changes: 4.7 AC/hr Volume: 1,777.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 12 CFM Runout Air: 140 CFM Percent of Supply.: 9 % Runout Duct Size: 7 in. Actual Summer Vent.: 12 CFM Runout Air Velocity: 523 ft./min. Percent of Supply: 9 % Runout Air Velocity: 523 ft./min. Actual Winter Infil.: 8 CFM Actual Loss: 0.142 in.wg./100 ft. Actual Summer Infil.: 4 CFM Item Area _U- Htg ° _ ; Ben <= - Cig " ` ` o., . Lat. Sen Descri Lion . ..- Quan ' .•. Value',. , :HTM, i :. Loss .-.. .: ; HTM .. ,. -. ,Gain Gain:- E -Wall-13A-4ocs 14 X 9 108 0.143 4.0 432 2.2 0 236 S-Part-15°/1 F-12C-4ocs 12.5 X 9 112.5 0.091 1.4 154 1 A 0 154 E -GIs-1A hb-o shgc-0.5213%S 18 1.080 30.2 544 60.8 0 1,094 UP-Ceil-16A-3014.7 X 13 191.1 0.032 0.9 171 2.2 0 428 Floor-22A-ph 27 ft..Per. 27 1.358 38.0 1,027 0.0 0 0 Subtotals for Structure: 2,328 0 1,912 Infil.: Win.: 7.5, Sum.: 3.9 126 1.841 232 0.508 161 64 Ductwork: 640 476 AED Excursion: 160 People: 200 lat/per, 230 sen/per: 2 400 460 Room Totals: 3,200 561 3,073 ` 1Rhvac" Residential & LIght Commercial HVAC Loads Ken.Humphrey r, Elite'Software:Development; Inc. _ Fitter Residence Port:Samt Lucie FL 34983 . Pa a 23 System 9 Roorn. Load Sur►mary, Min Run : - :'Run CIO' Clg ;? Min N :Act Room -Area ;-. Sens Hfg `F- , Duct Duct Sens Lat.r: CI 9 ,Sys No.Name SF,�, , :: Btuli ', _ CFM Size .. . Btih'° Btuh: ... ,•CFM ,t CFM' -Zone 1-- 1 Foyer 42 2,191 28 1-5 505 1,512 84 69 69 2 Laundry 40 1,959 25 1-5 608 1,823 783 83 83 3 Living 480 7,294 95 3-7 475 8,362 1,013 380 380 4 Storage 32 548 7 1-4 327 628 200 29 29 5 Kitchen 104 1,419 18 1-7 459 2,697 138 123 123 6 Master Bath 80 2,324 30 1-5 548 1,641 613 75 75 7 Master Bedroom 225 3,338 43 1-7 524 3,078 584 140 140 8 Walk In Closet 60 1,010 13 1-4 402 771 294 35 3510 9 Dining 110 7,308 95 2-7 492 5,777 676 263 263V 10 Bath 2 57 1,074 14 1-4 543 1,042 446 47 47,,;, 11 Bedroom 2 191 3,200 42 1-7 523 3,073 561 140 140 Ventilation 3,785 2,028 5,105 Duct Latent 1,282 System 1 total 1,421 35,450 412 32,430 11,779 1,383 -1,383 System 1 Main Trunk Size: 12x19 in. Velocity: 874 ft./min Loss per 100 ft.: 0.104 in.wg [Cooling tern Surnma-: Cooling ; Sensibie%laten, Senstbie . Latent Total" Tons S Irt'` Btuh P =" Btuh `= Bfuti 1 Net Required: 3.68 73%/27% 32,430 11,779 44,209 Recommended: 3.93 75% / 25% 35,338 11,779 47,117 Actual: 3.83 76% / 24% 35,000 11,000 46,000 E ui ment Data -__.. ._ Heating System Cooling System Type: Two -Speed Heat Pump Two Stage A/C Model: 25HNA948AO03 FV4CN5005T00 Indoor Model: Brand: INFINITY INFINITY Description: HEAT PUMP CENTRAL AIR Efficiency: Hi: 9 / Lo: 0 HSPF Hi: 16 / Lo: 0 SEER Comment: HSPF 9.0 16 SEER Sound: Capacity: Hi: 45,300 / Lo: 0 Btuh Hi: 0 / Lo: 0 Btuh Sensible Capacity: n/a 35,000 Btuh Latent Capacity: n/a 11,000 Btuh V OFFICE USE ONLY: DATE FILED: 41-1111 REVISION FEE:".6bew PERMIT # RECEIPT # ST. LUCIE COUNTY PUBLIC ORKS DEPARTMEl`TT a MPLIANCE DIVISIO tv 23 VIRGINIA AVENUE m ILE 0% r ' <r FOR PIERCE, FL 30.2-565� (772) 462-1553 APPLICATION FOR BUILDING PERMIT PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 13 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: 3. C, p 5. CONTRACTOR INFORMATION: ST. of FL REG./CERT. # _ BUSINESS NAME: QUALIFIERS NAME: ADDRESS: IW/ CITY: LjT PHONE (DAYTIAE): �77�26 OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE /CELL: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): ST. LUCIE CTY. CERT. #. FAX: STATE: ZIP: FAX: STATE: ZIP: FAX: 3 FPOT ing & Development Services Department Building & Regulations Division Product Review Affidavit Building Permit # Owners Name 1� 1,`C r75F-' Applicant: ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR c;acli E REl+IEWED DATE PLA PERMIt MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE Product Opening Design Pressures Product Rated. Design Pressure Manufacturer Model Number Product Approval Number Glass TvDe Method of Attachment Windows e-296s'- prev ti 'Q= O cCrrL `--- Ft, IVV4N: AAA 114"A "14�1 I':MtV _d y (-2U510,ud+4. Mullions Fixed Glass .4 �J g g? -r I ► t Me �� II 1 IfIl it 1 16 f'O(C' I Block Glass Skylights Sliding Glass Doors �� l�y Cj p ��►► �` SwIng-Type Doors i-F,o --7 F IMP! [x NVkMAP�W M6e5 13`'0,4-, French Doors /-ID69- /� "� ,Cf01 ` f Garage Doors. �6 G� V '�' 4 �e m5 o l/ ! Oil `h,6 1f �`l x Hurricane Protection v. t 0 3.0 7- Tc(� ©o62 rL ?Z Z 'A �• vl Ta I ��y ` L Roof Ventilation Roofing Material GJ' {J01� PC7 ,- f�K r( g��le l,M VAS cmd I have reviewed the above components or cladding, and I have approved their use in this structure. These products provide a equate resistance to the wind loads and forces specified by current code provisions. Name: Spa w.� S•�a�,�A�c� Signature: 2 f2r/11 seal Design Prof: Q c,c„J%Am ins; A«ArT Cert. No. (aI g•Sy Date: Z 1•21'l l olmr-c r gle3. xnc InD�D rvvv.j nivv rug. r[%%J1 ARE SUBJECT TO ANY CORRECTIONS 'V.) REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO - COMPLY WITH ALL APPLICABLE CODES. 3 Quantum Engineering ,Q.EAAssociates Inc Structural Engineering & Cost Segregation STRUCTURAL CALCULATIONS (Based on Florida Building Code 2007 Edition) For Proposed Single Family Residence: Fitter Residence IN It rm I L E Lot 58 Nettles Island St. Lucie County, FL THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. ST. LUCIE COUNTY BUILDING DIVISION REVIIEWED FOR CON Y 'E REVIEWED DATE P N A D PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE PrepJaroa by: ' Shawn M: Stambaugh, PE Lic. No.-61850- - 3001.PGA Boulevard, Suite 203, Palm Beach Gardens, Florida 33410 Ph:561.202.6994 Fax:561.296.2494 www.aeassociates.com Certificate of Authorization No. 26210 2/21/2011 QUAIQuantum Engineering Associates Inc Structural Enginoorng.& Coat Segregation Project: Fltter',Re4dehe6e,- � Wind Calculations - F.B.C. 2007 per ASCE 7-05 Client Batikdraft �'r Model Wind Speed V = 140 mph 146 mph Dade -Miami Co.1140 mph Broward Co. Wind Exposure ASCE 7.05-Section 6.5.6 Building Category ASCE 7-05-Table 1-1 Importance Factor I = 1.00 ASCE 7-05-Table 6-1 Enclosure Classification n ^ =Enclosed Applicable Internal Pressure Coefficient 0.18 ASCE 7.05- Figure 6-5 -0.18 Exposure Coefficient K�= 0.87 ASCE 7-05 - Table 6-3 Terrain Exposure Constants a = 9.5 ASCE 7-05-Table 6-2 ze = 900 Zmin = 15 Topography Factor KI =F•.0¢0 ASCE 7-05- Figure 6-4 KZ = K3-,.0:0 Kn = 1.0 ASCE 7-05 - Equation 6-3 Directionality Factor Kd = 1600 ASCE 7-05-Table 6-4 Y.0 Length of Building L = -' `;' i 44.00 It parallel to ridge Width of Building W or B = r" `'62:50 a perpendicular to ridge Mean Roof Height H = +: `' '` 16:5 ft Roof Pitch Rise per foot a'.' . 670 in. �O = 26.6 ° Width of Pressure Coefficient Zone a = 4.4 6 Velocity Pressure qz= 43.46 psf ASCE 7-05 - Equation 6-15 Rigid Tile CaIaASCE-7-05.xls 2 SMS 2/21/2011 Pressures for Main Wind Force Resisting Systems Walls G = 0.85 ASCE 7.05 - Section 6.5.8 See ASCE 7-05 - Figure 6-6 L/B = 0.704 Cp = 0.80 Windward (Worst Case) -0.50 Leeward -0.70 Side Wall Pressures Internal Pressure Total 29.6 7.8 -7.8 37.4 -18.5 7.8 -7.8 1 -26.3 -25.9 7.8 -7.8 -33.7 p wall = 37.37 psi (Max.) PWALL diaphragm = 48.02 psf (Windward + Leeward) (Windward + Internal) Roof q = 43.46 psf (Uplift applications) Ke G = 0.85 ASCE 7-05 - Section 6.5.8 H/L = 0.38 See ASCE 7-05 - Figure 6-6 H/B = 0.26 Cp = -0.2 Windward(Normal to Ridge) H/L= 0.38 -0.6 Leeward(Normal to Ridge) Angle= 26.6 ;0 9 � Parallel to Ridge (Worst Case) f -0:80 ' r :;S Overhang ASCE 7-05 - 6.5.11.4.1 Pressures Internal Pressure Total -7.4 7.8 -7.8 -15.2 -22.2 7.8 -7.8 1 -30.0 -33.2 7.8 -7.8 41.1 Roof Pressure Coefficients Wind Direction Windward Angle(degrees) Leeward Angle(degrees) h/L 15 20 25 30 35 45 10 15 >20 Normal to Ridge for Avyae >10 �=•25 0 0 0 0 0 0 0 0 0 0.5 0 0 0 0.2 0 0 0 0 0.6 >=1.0 0 0 0 1 0 0 0 0 0 0 Main Roof I Overhang p (gross) -41.1 -70.6 PROOF diaphragm = -14.78 psf (Windward + Leeward) Pat Internal pressure cancel out p (net) psf -31.1 -60.6 Use only 10 psf resisting dead load Pressures for Components & Cladding Walls q = 43.46 psf ASCE 7-05 - Equation 6-15 Tributary Area, A = : 10 sf GCp = -1.10 Zone 4 - -1.40 Zone 5 - 1.00 Zone 4 & 5 + Zone 4 Zone 5 Zone 4 & 5 P 55.6 68.7 51.3 psf Roof q = 43.46 psf ASCE 7-05 - Equation 6-15 Tributary Area, A = ts; 4,A r":4 Is,10 sf GCp = -0.90 Zone 1 -1.70 Zone 2 -2.60 Zone 3 Overhang Zone 1 -2.20 Overhang Zone 2 -3.70 Overhang Zone 3 ASCE 7-05 Figure 6-11A Roof Slope GCp 0 to 7 7 to 27 1 27 to 45 Zone -1.00 -0.90 -1.00 1 -1.80 -1.70 -1.20 2 -2.80 -2.60 -1.20 3 -1.70 - - Overhang 1 -1.70 -2.20 -2.00 Overhang 2 -2.80 -3.70 -2.00 Overhang 3 Zone 1 Zone 2 Zone 3 Overhang 11 Overhang 3 Overhang3 p (gross) 46.9 81.7 120.8 N/A 103.4 168.6 psf p (net) 36.9 71.7 110.8 N/A 93.4 158.6 Pat Rigid Tile CaIo-ASCE-7-05.xls use I S.T. Tor uvernang 3 Vote: internal pressure required for overhang SMS Overtuminq Moment Calculation for Rigid Roof Tile Lift Coefficient CLAft Exposed width of the b =ft Length of tile L =Moment arm L, _ Tributary Area, A = 1.28 sf Roof Pressure coefficient GCp = -0.90 Zone 1 -1.70 Zone 2 -2.60 Zone 3 - Overhang Zone 1 -2.20 Overhang Zone 2 -3.70 Overhang Zone 3 Aerodynamic Uplift Moment Ma = qh x CL x b x L x La (1.0-GCp) Ma = 28.6 lb -ft Zone 1 40.6 lb -ft Zone 2 54.1lb-ft Zone - lb-ft Overhang Zone 1 48.1 lb -ft Overhang Zone 2 70.7 lb -ft Overhang Zone 3 I Rigid Tile CaIGASCE-7-05.xls 4 2/2112011 esrr znc r;-.— a-iia Roof Slope GCp 0 to 7 1 7 to 27 27 to 45 1 Zone -1.00 -0.90 -1.00 1 -1.80 -1.70 -1.20 2 -2.80 -2.60 -1.20 3 -1.70 - - Overhang 1 -1.70 -2.20 -2.00 Overhang 2 -2.80 -3.70 -2.00 Overhang 3 FBC 1609.7.3 - Equation 16-36 SMS Planning & Development Services Department Building & Code Regulations Division 2300 Virginia Avenue rt.Pierce, FL 34982 772-462-1553 01CAPonWind Load Compliance This Certification must be completed by the project design architect or engineer. This Certification must be submitted in duplicate with all applications for building permits involving the construction ofnew residence (single or multi = family), residential. addition, any accessory structure requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no exterior structural: walls, columns or other components are being affected) and certain other minor building permits. For Anther assistance, please contact the Building Inspection Office at (772)462-1553 Project Name Street Address Permit Number Occu anc e Construction Type Certification Statement: I certify that, to the best of my knowledge and belie fi these plans and specifications have been designed to comply with the applicable structural portion of the Building 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. Design Parameters and Assumntions Used: (Please check or complete the appropriate boa.) 1 Florida Building Code 20 JK1 Edition with 200 Supplements and ASCE 7 2. Budding Design is• Enclosed: Partially Enclosed: Open Building: 3. Mean Roof height, �.ot='(o Roof Pitch: _(,�2&�2internal Pressure Coefficient: 4. Width of End Zone: 41 ( Wind Speed. 63"64&- (3 see. gust) 5. Building Classification Table 1-1. ASCE 7 =. ` FBC Table 16045 7Jr— y� Q 6. Wind Exposure Classification: tp-/ Adjustment Factor for Exposure & Height: 7. Components & Cladding Wind Pressure on Roof Zone 141 s'i 2,PSF & Components & Cladding Wind Pressure on Wall Zone 4 Vj) 5 q&l0 PSF 9. Components & Cladding wind Pressure on Overhead Garage Door �f r . t. PSF 10. Loads: Floor PSF RooVdead 2 PSF Roof/live -7747 PSF 11. Shear Walls Considered for Structure? Yes x - No (if No, attach explanation) 12. Continue -us Load Path provided? Yes _I- No Of No, attach explanation) 13. Are Component and Cladding Details Provided? Yes X No (if No, attach explanation) 14. Minimum Soil Bearing Pressure: 2 �� Presumptive: VW By Test: PSF As witnessed by my seal, I hereby certify that the information included with this certification is true and correct, to the best of my knowledge and. belief. a! Name: Cert#:�® Design Firm: Q' U A V1'O PA t �) (P I N Date: SLCCDVFormao2.0-00 ..c;A rLtkNS AND ALL PROPOSED WORK SEAL Revised 2127109 (CL) L SUBJECT TO ANY CORRECTIONS - Revised 6/11/2010 (IS) REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO/►► COMPLY WITH ALL APPLICABLE CODES.