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Home My WebLink About97-7029 BUILDING PE.RMIT 7029 CITY OF ZEPHYRHILLS (813) 788-6611 Permit B Date /0 - ~~ 7'7 I YO. frO BUILDING ~.. ,-"IV ELECTRICAL ~-.ov PLUMBING ;2--.5. ~ /J7J MECHANICAL Sewer Conn I d- ? J". i/V. Water Conn: 3...5:2:J. o-D , .....!.-- J!Jb.- Water Meter: I yo, c7V T.I.F.'s: 1'1 rO. t!V , PwpertyOwne, ~~ 2L 01~~~ Job Address: 39 / - J . J-e.- Parcel 1.0. # J:l. -;)6 -{)../- 00 yo .. t) 060 0.- 006 0 Zoning: Energ~Ode: Radon Gas: Description of work'-f! LA-{) a-J.L-./rJ ~ i:7...l' r~I'-cU-r7~ /t?'/~ r~ nl11 NO OCCUPANCY BEFORE C.O. FINAL Complete Plans, Specifications and Fee Must Accompany Application. C.O. All work shall be performed in accordance with City Codes and Ordinances. DATE Inspector 12.1.. Permit Fee ~ ~. f!2- Signature f]1 ft (hL, Lf2 Company Address Telephone# Valuation or Contract Price 'I iJ , HJ-v . LJ-i) . City License Registration # ;L b State Certified License# &)/1Jn.J -0 ~~_ /7k'1 1).7~/l:2{j [)~ /7fYl MECHANICAL BUILDING ELECTRICAL PLUMBING /o/to/'i 7 It; II Tp. Servo Rough In Meter Can Canst. Pole Pool Pre-Meter Final Ftr. Pre SLB Lintel I @-I ~, q '1 tiLL FRM. Insul. CL WL SLB Tub Set Water Sewer Final Breakers Ducts Insl. Compressfr Final II '15" /97 fot? Driveway 11 !J.t! /0,7 t~ REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($~) shall be made for each trip for each trade: ~';tl7J C) J ,/} ... '7 (J. ,I )O-?-97 a. Wrong Address ~~ ~ ~ b. Condemned work resulting from faulty construction. /J J / tl ~dl(j- - 9'1 c. Repairs or corrections not made when inspection called. I'- d. Work not ready for inspection when called. e. Permit not posted on job site. f. Plans not at job site. g. Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. PASCO COUNTY, FLORIDA Permit No. ?lJd.-7 15 Date Permitted J 0 - ~ - ;7 ~ Builder Name/Owner Name .-.f]"""'>t' ;;; ~ County Parcel No. /:;.. -;)(., -:JJ - 00 V 0 ... bob t) 0 Location .3 7 ~3 , .- J A~, ~, Classification/Type of Use ~ D-.:J ~ 1/4<l&;; tJ ...ao60 Subd. TRANSPORTATION IMPACT FEE CALCULATION EXEMPT D Rate $ one No. Sq. Ft./Unit Prepared By Impact Fee Amount $ --.....---. The above impact fe s been established pursuant to the Pasco County Transportation Impact Ordinance as adopted by the Board of unty Commissioners. This amount is payable PRIOR to the issuance of a Certificate of Occupancy utilize the permitted structure. RESOURCE RECOVERY ASSESSMENT EXEMPT D RESIDENTIAL NONRESIDENTIAL No. Units J Gross Sq. Ft. (GSF) Rate/ERU - 52.00/Year or $0.142/Day ERU Assign No. Assessment - (No. Units) x ($0.142) x (No. Days), 'TOTAL FEE $ L/, <D' Assessment - (GSF) x (ERU) x (0.142) x (No. Days) 100 TOTAL FEE $ The above assessment has been established pursuant to the Pasco County Ordinance No. 89-07 and Resolution No. 89-197, as commended. THE ASSESSMENT WILL BE CALCULATED AT THE TIME OF ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. NO CERTIFICATE OF OCCUPANCY OR FINAL POWER RELEASE WILL BE ISSUED UNTIL THE AMOUNTS LISTED HAVE BEEN PAID AND RECEIPTED FOR BY A CENTRAL PERMITTING OFFICE OF PASCO COUNTY. Acknowledgement below does not imply acceptance of concurrence, but simply receipt of a copy of this form, placing the building permit owner on notice of this assessment and the conditions of payment for same. Date Received By OFFICE USE ONLY TRANSPORTATION REC. NO. ,~iFot 'rJ RESOURCE RECOVERY REC. NO. l... . I DATE 'I) ;;- '1 BY ~~ DATI{t' 7, 7, BY . /1 ~ White Applicant Canary Trans/Finance Canary RR/Finance Pink Office Green Bldgllnsp feecal:ce PC93113094/A JUDY SEDITA I! a --.-sr.,l.3 / -J A d ~ B H CONSTRUCTION SQ. FEET PRICE MAIN OR LIVING AREA - $ - OTHER AREA UNDER ROOF - $ - OTHER $ - VALUATION $ - FEE SHEET $ - ADDRESS $ - DRIVEWAY $ - BUILDING: $ 140.00 ELECTRICAL: $ 35.00 PLUMBING: $ 35.00 MECHANICAL: $ 25.00 RADON: $ - CREDIT: $ - TOTAL $ 235.00 SEWER: $ 1,278.00 WATER: $ 350.00 TOTAL: $ 1,628.00 WATER METER:~ $ 180.00 I T IF'S: $ 1,480.00 99% $ 1,465.20 1% $ 14.80 TOTAL: $ 3,523.00 IRRIGATION METER: $ TOTAL: $ 3,523.00 APPLICATION FOR PERKIT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT . 'r( 'tD () rJ ~/ <J 5 J- 7/ if ,9 I LJ .:1t l10~1 OWNER'S NAME :rUG V S;~ Of -r A- OWNER'S ADDRESs..5?' .:2.3/ - JOB ADDRESS 1-.01'- & 131..'/( ~ PHONE J~ 2C / Iii h- I-tlft~ If r> I 6r A4JOI-r I {) I-l LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION PARCEL 1. D.' Z - Zto -' 2-1 - 00<10 ' 00 fD 0 WORK PROPOSED: _Addition --..Alteration _Repair _Sign _Move _Deaolish PROPOSED USE: _Single Faaily _M/F _, of Units ~ (/II oplk flfL _~ercial _Indust. _Swia. Pool _Other I-I-ftTYl E _Restaurant & Health Department Approval DESCRIPTION OF WORK: J)fL, V {w (pI, C fl (L{Jvd I ST/~1t1 [,..J ;q u.. fC ~ /Z- P1 {)IJIJ {; /hL ;Jd41/~ BUILDING SIZE: /-f{ X tit t , 3 Jtf Square Fe~tt C/Vlpo,:r I w 0 Sa pr . RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. COHKERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. Height PERMITS REOUESTED _BUILDING $ Valuation of Total Construction _ELECTRICAL AMP Service Florida Power Corp. W.R.E.C. ---1fECBANICAL $ Valuation of Mechanical Installation _PLUtlBING GAS ROOFING SPECIALTY $' f' AIlIJI61lF FtJIL LA t:: _Fraae _Steel 5:/J'At Wilt(.,- otlter"C;n Ol/iJt.-l1/L r,'oI-f TYPE OF CONSTRUCTION: _Block FDUSHED FLOOR ELEVATIONS: FT. IS PROJECT IN FLOOD ZONE AREA? YES NO ****************************************** BUIIDER COMPANY C<6J..6T ~UCI' CO,J Of:. (i#m/-( ~~ J./f D.. II State Cert. or Regist. , O~-77 ~' Signa_e :i::::J. J If ., e. ~ City License Registration . ~ (~ ****************************************** =IAN ~ ~ COMPANY f-I{,Jt~ /UVTlC,ILfJ(ll9t , State Cert:. or Regist. , ~ 000 e V~ City License Registration' ****************************************** v PLUMBER. '"' COMPAN~"V}J(<; ttJ(LL ':!;/Yl ~ fLt//I'lO JJV~ C"\ . I '~ State Cert. or Regist. , /(F 'h~ ~ '-7 "i? V' Signature U .J2.AA..-\.r--. I ,{V 0 r~ City License Registration' 4:1- I 9 Z r) ********** ******************************* Signature COMPANY.!JDL-Pl-l/ N/::' t) I fl- ~ t.( 5 r ifill? State Cert. or Regist. . ("A CO .t:;7 J If City License Registration' /~~I ***************************************** v MECHANICAL OTIIRR COMPANY State Cert. or Regist. , Signature City License Registration # ****************************************** APPLICATION APPROVED BY PERKIT OFFICER. CONDITIONS OF PEnMIT AFFIDAVIT A. NOTICE OF DEED nESTRICTIONS The undersigned understands that this perlit lay be subject to wdeed restrictions" which lay be lOre restrictive than City regulations. The undersigned assUles responsibility for cOlpliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, they lay be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor lay be cited for a lisdeleanor violation under state law. If the owner or intended contractor are uncertain as to wbat licenSing reguirelents lay apply for the intended work, they are advised to contact the City of Zephyrbills Building Departlent, (813) 188-6611. FurtherlOre, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "Contractor Sections" of this application for which they will be responsible. If you, as the owner sign as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wishes you to sign as contractor that lay be an indication that he is not properly licensed and is not entitled to perlitting privileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES "" D. CONSTRUC'l'ION LIEN L'AW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of "Florida's Construction Lien Law _ HOIeOWDer'. Protection Guide" prepared by the Florida Departlent of Agriculture and ConSUler Affairs. If the applicant is SOleODe other than the "owner", I certify that I have obtained a copy of the above described doculent and prolise in good faith to deliver it to the "owner" prior to COllenCeJIent. E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the inforlation in this application is accurate and that all work will be done in COIpliance with all applicable laws regulating construction, loning, and land developlent. I Application is hereby lade to obtain a perlit to do work and instailation as indicated. I certify that no worl or installation has cOIIenced prior to issuance of a perlit and that all work will be perforled to leet standards of all law8 regulating construction, City codes, loning regulations, and land developlent regulations in the jurisdiction. I also certify that I understand that the regulations of other goverDlental agencies lay apply to tbe intended worl, and that it is IY responsibility to identify what actions I lust take to be in cOlpliance. Sucb agencies include but are not lilited to: · Departlent of HnviroDlental Regulation - Cypress B8yheads, Wetland Areas and EnviroDlentally Sensitive Lands, Water/Wastewater Treallent · Southwest Florida Water Hanagelent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses · Arl' Corps of Engineers - Seawalls, Docks, Navigable Waterways · Deparllent of Healtb & Rehabilitative Services, HnviroDlental Health Unit - Wells, Wastewater Treallent, Septic Tanks t US EnviroDlental Protection Agencl - Asbestos abateJIent I also certify that, if fill laterial is to be used in Flood Zone "A" or "A,etc.", it is understood that a drainage plan addressing a wCOIpensating volUle" will be sublitted whicb is prepared by a professional engineer registered in the State of Florida prior to perlit, issuance. . A perlit issued shall be construed to be a license to proceed with tbe work and not as authority to violate, cancel alter, or set aside any provisions of the technical codes, nor shall is~u~nce of a perlit prevent the Building Official frOl thereafter requiring a correction of errors in plans, construction, or violations of any code. Ivery per.it issued sball beCOll invalid unless the work authorized by such perlit is cOllenced within sil IOnths of issuance, or if wort authorized by the perlit is suspended or abandoned for a period of six IOnths after the tile the work is C08enced. One 90 day eztension of tile, .y be allowed for the perlit with fee charge of $15.00. The extension shall be reguested in writing to the Building Official. An approved inspection lust be logged during each six IOntb period, or tbe project will be considered abandoned. WARNING TO OIINER: YOUR FAILURE TO RECORD A NOTlCR OF COHHENCRHENT HAY RESULT IN YOUR PAYING TWICE FOR IHPROVlllBfts TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LEHDIlR OR AH ATTORIEY BEFORE RECORDING YOUR HorICE OF COHHENCKHENT. JOBS UNDER $2,500 IN VALUE DO HOT HERD TO RiCORD AND POST A "NOTICE OF COHKHNCKHKHT". 4tjl3~ ' SIG URE: OHTRACTOR ~ ^ ~A./ ' NAf1J~ OR AGiNT , I STATE OF F;]ORID COUNTY OF 'lJSc/J The forego -ng instient was aclmowiedged before me thi~.1__ ,19~ by ~O, who is personally known to me or who has produced as id tification ta, oath. STATE OF FLORIDA" 11 r /' COUNTY OF r n ~ 'CJ The foregOing ins~r~~t was aCknowledged before me thi~l ~':t- ,19.!lL by JJC/l[;tJ~IfUt{ /C~~WV who is personally known to me or who has produced as identification and who did/did not take n oath. (~gnature) ~ ' 'IlUC(~ ,4, Si3E L- ( ame Typed, Printed or Stamped) NOTARY PUBLIC eflJ ::" A . /fs 136' L (Name Typed, Printed or Stamped) NOTARY PUBLIC BRUCE A. ASaEL Notery Pub/lo, State of Florida My Comm. e"pir~3 June 22. 1998 Comm. No. CC 386272 BRUCE A. ASSEL Notary Public. Sz.,te of Florida My Comm. e"pirt.3 June 22. 1998 Comm. No. cc 386212 ~ .. ~ ~ , " "( ,1) f? ~~ 1(P ~ .. 'i. a I it ~ R WD-l 5/93 , 'jVV"""_ This Warranty Deed 25025h C c' J-l/ n'- r"'"" n .....1'1.0.- ~J,. (1\ I tj l"i-j .",. J\pr:i J A.D.195 . ro. ED r"" ',"rr.,.,o ri." ...~..:i.' i.~..AJI, .-:~'",.) :.. ;"..-.... ~.A (,.... ~;':.-: ,:,:~~:'..::~..)~' .:....i.'...,. .,I'",...:1".J.....-.-I cut ~;::, n, !" ....~ r.':I':!1 'f.n. Made this 12 t h day of by Wallac~ Scott nnd Fri~ Scott, his wif~ hereinalter called the grantor, to Sam Sedita and Judv Sedita, his wife ~ whose post office address is: 39132 C. R. 54 Ra::-; t 7.ephyrhi))~, Plorida G~antee::-;' SSN: 33540 hereinafter called the grantee: (Whenever used herein the term .gra1!tot" and .grantee. include aU the parties to this instNment and the heirs, legal representatives and assigns or individuals, and the successors and assigns or corporations) Witnesseth, that the grantor, for and in consideration of the sum of $ 1 0 . 00 and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confU'lllS unto the grantee, all that certain land situate in Pasco County, Florida, viz: . l,ot 6, R) ock 6, 7.F:PHRY HEIGHTS 1ST .7.\PJHTJON. accordi nq to the Plat thereof, n::-; r~corded in Plat Book 8. Paqe 21. of the Public Recordn of PcWco County. J4'lor:ida.llIt ,'ISilf- ~'Og?3 (,99D) SUBJECT TO Covenant::-;. re::-;trictions. ea::-;ement::-; of record and taxe::-; for the currant ve~r. sa:id property js not the homestead of the Grantor(s) under the laws and constitution of the state of Florida in that neither Grantor(s) or any members of t.he household of Grantor(s) reside thereon. p.ajrcel td~nti fication Number: 12-26-21-0040-00600-0060 : Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. ! And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor bas good right and lawful authority to.sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the sam~ against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances except taxes accruing subsequent to December 31, 19 95 In Witness Whereof, the said grantor has signed and scaled these presents the day and year first above written. Sigrredl sealed and delivered in our presence: ~ j- '3.,;"/d,.[-g-hp-;r; :&w<0 ~ ~f:- (nIYIT~i? 6~/jChl") I ' CbS] Namc~'P- J/ ~...1-d. Wallace Scott . ~ L' .S~L0 Name tit Add R2091=~f~6'Oa~mt 04/18/95 l1:sa Ai'! REeo G/INDEXING ' 5.~ ~ jOOERI~IlATiON rEI:. i. DOC STAMP INVENTORY-DEEDS 70.00 7'.~ u:il -: TOTA' . I b.... Name '" Addr'aI: Name: Stat r lye~1(h!~~~ eo tAl'''?''. ,a ..J County of J'"it n !! ol/J:'J(lJJ1!tkt6- CUNl"BR CHECK: Q1-A AMT PAID: 76.00 76.00 19 95 The foregoing instrument was acknowledged before me this ] ? t h day of l\ p r j I by Wallac~ Scott and Frie Scott, hi~ wife who is personally known to me or who has produced \ ' " . as identification. nR:r VF:R S J,J CRN f:fo: PRR?~RRn RY: ~indn ott RF:CORn &. RJt:'rURN TO ~ GtJl\RDtl\N f,l\NI) '1,' I'l'f.,ro:. 7250 Gall Roulevard Zephvrhill::-;. Florida Wile No~n95-J8"H j . "'t" , ..~: ~:........'. 'l,,~>,., {Nt:, ,..' .' "Print Name: . "..' \- '. r) 'I , I ;' Notary Public . ,.,. . .. . -<> I, ,My Commission Expires: 3_~!j-41 -;.. : \" -. ~. , ,,\.'":,~.: ,:.,. J._, ~ · '" .... '~'.... .4......" ",." ,':" ,.. ", idettei 7&/ DR3415P1491 1111I11 11111111I1 11m 1111I 1\\1\1111I 111111111111I 97113133 Rcpt: 186729 Rec: DS: O.Ou IT: 10/07/CJ7 6.00 0.00 Dpty Clerk NOTICE OF COMMENCEMENT State of _r:L 0 ILl 01+ County of PASco TUE lmOERSIGNED hereby gives notice that improvement will be made to c2rtain re.:d property, and in accordance with Chapter 713, Florida Statutes, the following inforr.lation is provided in this Notice of CommenC0.lnCllt: 1. Description of Property: Parcel No. ~ /Z....1.ft;,- 2[-DO'fO-oO(PCO~O 3q 3 J "3 e.tJ V E . (Leg~ descrlptlon of the property and street address If avallable) 2. General Description of Improvement fYI()fJJL-f/n f/-,,/lA1! , A L {/P1 P J<lck,f GE I JED PITTMAN PASC 10/07/97 10~37 01COUNTY CLERK OR BK .381"6 all of 1 PG 412 3. O\Yncr Information: Name "]" U '()'-{ S/~ 0 I Ttl ^ddress 3DJ 1-31 J R.P Il0E, City 2-1-1' k ~ State Fe ' Interest in Property: Name of Fee Simple Titleholder: (If other th9n owner) Address City State "~contractor: Name J~ E H (ON5-rifl.cJcTt6,J of cetJTIt.At. i,\n ^Jdress ItL/q,/ ~rt?I1-r~ 57. City &Lod~5VIl.AL State ",". : ~( FL. 3t../-to I t{ 5. Surety: N.:lIne City State Address Amount of Bond: $ 6. Lender: Name City State Address 7. Persons within the Stat.e of Florida designated by Owner upon whc:n notices or other documents may be served as provided by Section 713.13(1)(a)(7), Florida Statutes: Nnme Address City State 8. In addition to himself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(l)(b), Florida Statute~. ~. fxplrot..ion dnt..e of Not.lce of Commencement. (t.he expiration date is 1. yedx fr0m the date of r~cording unless a different date is specified.) Signature of Owner: ._~..(~ ~tAJ C'-::("UDV ~r=O { T.4 7 Sworn to and subscribec before me this day of 'be,oO;!:../'- 1932. ~A-~ Not.:lry Publ ic : BRUCE A. ASBEL Notary Publir., S1..;te of Flortda 1l..... r'.,,,,"" """"1,r. , 'II"'''' ',.,. 19AA l~ I, My Comini ssion ExpiJ:'es: PC9JJjj.)-5 I 110 \Y / <.. I 2- I -?'~I 2,\ 0.26 P 71 ]t- 5~c:17~ 5,6/& P:; , t n /~I > 42-1 1- ~ 'f- tf~ Ho;11 v I 1~ -- /' f s-- '3~.:, y; 0.(,0 () I /' ~ ~ S{fcrl ofl Z ?t~v ~,c;i -~ /--^ If 3-' /3t!/fI17 Gtii/; t;u1lfJ1J Z Fr . 4q <0 GJ<.\~\ \rj./ 0~ J ~ ~ \c-\ , Je}J \ (LY '\ / -" . It-- - Va - 2-1 - 00 C(() - 00 &00 - O()fR 0 J. f{) T ft; f)t,.K 0 z [ P HfL- !-Itzr6t.f r5 r:: f(2.$"- ,A- 01)1 n D /J A TT ACHED & FREESTANDING COVERS AND UTILITY SHEDS "t" IS THICKNESS OF REQUIRED POST ALUM~UM CONVERNT SECTION 2 PORCH POST CONNECTION +--- I I POST IN CONCRETE #4 BAR 12" LONG POURED CONCRETE REFER TO TABLE 2.4 ~ .111/ .,/ L ~> LL--1Y 3" x 3" POST TURN BOLTED TO ANCHOR RISER 2-3/4" x 2-3/4" x 2-1/2" LONG x 1/8" TUBING WELDED CONNECTION Cl ISOLA TED FOOTING FASTEN PER TABLE 2.5 3-1/2" CONe. SLAB BASE ANCHOR CONNECTOR FOR POST TO SLAB CONNECTION 2'-0" MIN. c-.. BEFORE SLOPE ;:: f 1v cJ, ~ (1) #5 BAR CONT. 8" TYPE I FLA T SLOPE / NO FOOTING o - 2" / 12" TYPE n MODERA TE SLOPE FOOTNG 2"/12" - f-lO" (1) #5 BAR CONT. ~ .,i< TYPE II STEEP SLOPE FOOTNG ) f-10" NOTES: t NO FOOTNG REOURED EXCEPT Wt-EN ADDRES~G EROSION UNTL THE ROOM EXCEEDS 16'-0". ROOMS GREATER THAN 16'-0" USE TYPE I FOOTING. 2. FOOTNGS SHALL BE MN. 2,500 PSI CONCRETE WITH 6x6-lOx10 WELDED WIRE MESH OR FIBER MESH MAYBE USED IN LEU OF MESH. 3. F LOCAL BlILDlNG CODES REQUIRES A MNMUM FOOTING USE TYPE 8 FOOTING OR FOOTNG SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS. SLAB DETAILS ADDRESSING EROSION Lawrence E. Bennett, P.E. Ct\IL ENGI>EER - DEVELc:A.ENT CONSlA. rANT P.O. BOX 4368. SOUTH DAYTONA, FL 321Z1 TElEPHOI'E (~) 767-4n4 FAX (904) 767-6556 SEAL @ COPYRIGHT 1997 NOT TO BE REPRODUCED N WHOLE OR N PART WITHOUT TI-E WRITTEN PEHMISSION OF LAWRENCE E. ae.N:TT. P.E. PAGE 43 A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS Table 2.1.1: SECTION 2 Allowable Roof Beam Spans for Carports, Patio Covers, Screen Rooms, and other Open Buildings with Solid Roofs Aluminum Alloy 6063 T-6 102 MPH f10MPH 120 MPH 125 MPH 140 MPH ff# r~q~E!.--= 20# 1~.q.nFt.-T-23#TSq. Ft~ -~ 261nSq. Ft. . 32# / Sq. Ft. . 2" x 3" Hollow Tilt 8'-9" -- 8'-0" 7'-6" 7'-11" 7'-4" 6'-10" 7'-4" 6'_9" 6'-4" 6'-11" 6'-4" 5'-11" 6'-6" 5'-11" 5'-700 6'_2" 5'..8-;'~ 5'~ 5'-10" 5'..5" -5'..1"--- 5'..7" 5'-2" 4'-10" 2" x 4" Hollow tilt or X' x 4"X.OSO'i Hollow' 10'..8" -9'..10"- - -9'_2"- 9'-8" 8'-11" 8'-4" 8'-11" 8'_3" 7'-9" 8'_5" -7'..9"7'-3" 7'-11" 7'-4'0 -- 6'-fO" 7'-6" -6'_1'1" -6'~" .- 7'-2" 6'_7"6'..2" i . " -1'2'-9" d: ~[ ;':1;'" 9'_ i 000 9'..1" -8'-6" 9'-5" S'-8" 8'..1" 8'- i 1" 8'-3". 7'-9" 2" x 6" x O--:055"xO.120"-Self Mating Beam . 1 9':S'" ------1 8'-2" ----1-16'-11"- n'. 17"-11ii 16'-7"- -+-f5':6" 16'-8"-- 15i-4"' 14'4" 15'-7" 14'-4" 13'..5" 14'-8" 13'..6" 1 2'..8" 13'-11" 12'..10" 11'- iT" 13'..3" 12'-3" 1-1'-6" 12':9" 11"'9" T 10'-fi" 7'-1 " 6'-5" 5'-11 " 5'-7" 5'_3" 4'-11 " 4'..9" 4'..7" 8'-7" 7' - 10" 7'-3" 6'-10" 6'_5" 6'_1'; 5'-10" 5'_7" 11 '-3" 1"0'=3" 9'--6'; - 8'-11 " 8'_5i' T-1l'o 7'-7" 7'..3" 15'-11" - -14':..7" n'_6ii 12'-7" 11'-11" 11 '-3" 10'-9" 10'-3" 6'-4" 5'-10" 5'-4" 5'-0" 4'-9" 4'-6" 4'-3" 4'-1 " 7'-9" 7'-1 " 6'-7" 6'-1 " 5'-9" 5'-6" 5'-3" 5'-0" 10'-2" 9'-3" 8'-7" 8'-0" l' -7" 7'-2" 6'-10" 6'-7" 14'-4" 13'-1 " 12'-2" 11 '-4" 1 0'-8" 10'-2" 9'-8" 9'-3" Lawrence E. Bennett, P.E. CtVL ~ - DEVELOPJENT CONSU.. rANT P.O. BOX 4388, SOUTH DAYTONA, FL 3212'1 TE1.EPHOfoE (904) 767-4T74 FAX (904) 767-6556 @ COPYRIGHT 1997 NOT TO BE REI'flODUCED N WHOlE OR N PART WIlliOUT nE WRITTEN PERMISSION OF LAWRENCE E. BEtH:TT, PE Wind Zone = Applied Load = Load Width 5' 6' 7' 8' 9' 10' 11' 12' Load Width 5' 6' 7' 8' 9' 10' 11' 12' Load Width 5' 6' 7' 8' 9' 10' 11' 12' Load Width 5' 6' 7' 8' 9' 10' 11' 12' Example: For 2" x 4" x 0.055" x 0.120" Self Mating Beam; Beam span between uprights use load width to enter table. For 12' Roof Panel + 2' overhang, load width = LW; LW + 12' /2 + 2' O.H. = 8' Enter table on left at 8' and read allowable span under required load; Thus for 100 M P H wind load / live load or 18 # / Sq. Ft. and Load Width = 8' Maximum Beam Span for 2" x 4" x 0.055" x 0.120" = I 11'-0" ~ SEAL PAGE 49 SECTION 2 A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS Table 2.2.1: Allowable Attributable Roof Area per Post for Carports, Patio Covers, and other Open Buildings - ALUMINUM POSTS Aluminum Post 102MPH "110MPH u 120 MPH 125 MpH 140 MPH : 11~7~q.ft. ~2Q:~1.S-q._~t~~_23.-t#ISjiFt.~~It#1~q.Ft. : 32 #/Sq. Ft. AII()~able_Roof Are.aJn Squ~!~f~~tforVarious Loads on Post 2" x 2" x 0.044" Hollow Extrusion or 2" x 2" x 0.045" Sn~ Extrusion;- Aluminum Alloy 6063 T-6 2,064 121' u103-_u.. 90 -. 19 . 65 1,548 91 11 61 60 48 1,204 71 60 52 46 38 903 53 45 39 35 28 Load in Lbs 2" x 3" x O,050w Rollow ExtrUSion or .. +2"x 3n!...o..045~~Snap Extrusion; - Aluminum Alloy 6063 T-6 . , 1/?_! .1_~~,_. .--l.-..-1~. ..l1 05 86 147 125 I 109 . 96 78 . _ 94" -, ---ao~---;uu u_sg-__ ..-t 61- 50 7060 '52 46 37 3"x 2" x a,OlO" Hollow Extrusion - Aluminum Afloy 6663 T-6 u-20b hf7o----.,-- 148 13-1 107 150 f28 - . 1 11 98 80 ,I. , 117 -99 . 86 76 62 88 75 9S 57 47 3" x j-" x 0.040" Roll Formed - Aluminum Allo}'3105 H-14 140 119' 104 92 105 89 78 69 82 69 60 53 61 52 45 40 '.3"xjn x O.060"RolIFormed -Aluminum Alloy 3105 H-14 + u212 u-----180uu-u--157 -- 138 159 135 1 f1 104 124 1bs 91 - 81 - - -- Wind Load = Applied Load = Maximum Height Load in Lbs 1'-4" 8'-7" 9'-10" 11'-1" Height 8'-2" 9'-6" 10'-11" 12'-3" Height 8'-2" 9'-6" 1 0' -11" 12'-3" Height 1 0'-0" 11'-8" 13'-4" 15'-0" Heia~t 11'-0" 12'-10" 14'-8" 16'-6" :~ 15'-10" 11'-10" 2,136 2~502 1,596 1,197 Load in Lbs 3,408 - 2-,556 1,988 1,491 Load In Lbs 2,381 1,786 1,389 1,042 Load in Lbs -3,60b 2,700 2,10b 1,515 Load I 3,408 2,556 1;988-- 1,491 74 56 43 33 113 84 66 3i.'X j" xO.060"-Flute'dHollow Extr- sion---Ali.imlnum 6063 - 170 131 107 150 12S' 98 80 m --99-u--+ 76 62 88 --15- - 57 47 Example: Find Roof Area Needed; Area = 'A'; Post Spacing ='S'; Structure Projection = 'W': A = S x (W/2 + OH); If'S' = 1', W = 12', and O.H. = 2' then: 'Area' = 56 Sq. Ft For a 10'-11" post and 120 m.p.h. wind load or 23 # / Sq. Ft post choices are: 1) 2" x 3" Snap Section 2) All post sizes listed below the 2" x 3" Snap Section Where job conditions dictate a post height of 10' in a 120 MPH wind zone, a 3" x 3" Roll Formed COULD NOT BE used because when it is more than 10' tall it can only support 39 SF of roof On the other hand, a 3" x 3" Fluted Post with a post height of 10'- 7" can support an area of 128 square feet of area. Thus, design must satisfy both height and area requirements. Lawrence E. Bennett, P.E. ava. EHf3HI!ER - OE\/ELClflNHT CONl!lU.. T ANT' P.O. BOX -4388, SOUTH DAYTONA. FL 32121 TEl..EPHClf-E (904) 787-4T74 FAX (904) 787-8668 8EAl. PAGE 52 @ COPYRIGHT 1997 NOT TO BE REPRODUCED N WHOLE OR N PART wmtOUT TlE WRTTEN PERMSSION OF LAWRENCE E. BE/>IIETT, P.E. .--' SOLID ROOFPANELPRObUCfs' SECTION 7 P AN ROOF ANCHORING DETAILS ROOF PANEL #8 x 9/16. S.MS. (3) PER PAN AND (1) AT RISER EXISTING FASCIA -----.--ALTI:RNA-TEC~Qt #8 x 1-1/4. SCREWS (3) PeR PAN INTO FASCIA THROUGH PAN BOXED~ND ~OOF PANEL TO FASCIA~~ HEADER (SEEN6TE BELOW) ~ ~ EXISTING. TRUSS OR Rp,EJl3'f" ANT HEADER (SEE NOTE BELOW) #8 x 9/16. S.MS. (3) PER PAN AND (1) AT RISER #10 x 1-1/2. SMS. (1) PER RAFTER OR TRUSS TAL #10 x 3/4. S.M.S. AT 12. ON CENTER FOR MASONRY USE 1/4. x 1-V4. TAP-CON ANCHOR OR EaUAL AT 24. ON CENTER FOR WOOD USE #10 x 1-1/2. S.MS. OR WOOD SCREWS AT 12. ON CENTER #8 x 9/16. S.M.S. (3) PER PAN AND (1) PER RISER ROOF PANEL EXISTING HOST STRUCTURE: WOOO FRAME, MASONRY OR OTHER CONSTRUCTION ROOF PANEL TO WALL DETAIL NOTES: ROOF PANELS SHALL BE ATTACl-ED TO THE HEADER WITH (3) EACH #8 x 1/2. LONG CORROSION RESISTANT Sl-EET METAL SCREWS WITH 1/2. WASHERS. ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH #8 x V2. SCREW EACH. THE PANS MAYBE ANCHORED Tt-t=lOUGH BOXED PAN WITH (3) EACH #8 x 1. OF THE ABOVE SCREW TYPES AND TI-E ABOVE SPECFED RIB SCREW. Lawrence E. Bennett, P.E. CIYI. ENGI/>EER - DEVaOPM:NT CONSU. TANT P.O. BOX 4368, SOVTH DAYTONA. F1. 32121 TElEPHO/oE (904) 767-4n4 FAX (904) 767-6556 SEAL PAGE @ COPYRIGHT 1997 NOT TO BE REPRODUCED N WHOlE OR N PART WIlliOUT TIE WRrT1'EN PERMlSSION OF LAWRENCE E. ElEN'ETT, P.E. 111 SOLID ROOF PANEL PRODUCTS SECTION 7 P AN ROOF ANCHORING DETAILS RDGE CAP I-EADERS At-V PAM:LS ON BOTH SIDES OF BEAM FOR GABLED APPLICATION ~~ / SEALANT HEADER (SEE NOTE BELOW) ~ ~ #8 x 9116" SM.S. (3) PER PAN ~ AND (1) AT PAN RISER ==-- PAN OR COMPOSITE ROOF PANEL #8 x 9/16" SMS. (3) PER PAN At-V (1) AT PAN RISER AL TERNA TE CONNECTION: #8 x 1-1/4" SCREWS (3) PER PAN MO FASCIA THROUGH PAN BOX ROOF PANEL TO BEAM DETAIL FOR COMPOSITE ROOFS: V4" DIAMETER LAG SCREWS WITH 1-V4" DIAMETER FEJIIJER WASI-ERS @ 12" O.C. ~ (LENGTH. PAlEL THCKNESS + 1") AT ROOF BEARf,IG ELEMENT (SHOWN) At-V 24" O.C. AT NON-BEARNG ELe.ENT (SVE WALLS) FOR PAN ROOFS: (3) EACH #8 x 1/2" LONG S.MS. PER 12" P AIEL L~ d ROOF PANEL (DESIGN PER TABLES) SECTION 7 SUPPORTNG BEAM (PER TABLES) ROOF PANEL TO BEAM FASTENING DETAIL Lawrence E" Bennett, P.E. avL ENGIEER - DEVELOPrtENT CONSl.l. T,<,NT P.O. BOX 4368, SOUTli DAYTONA, Fl 32121 TElB'HOI'E (~) 787-4774 FAX (~) 787-6658 SEAL @ COPYRIGHT 1997 NOT TO BE REPROOUCED N WHOLE OR N PART WIlliOl1T 1lE WRTTEN PEFMSSION OF LAWRENCE E. BeH:TT, P.E. PAGE 113 SOLID ROOF PANEL PRODUCTS SECTION 7 Table 7.1.3: Allowable Spans for Roof Pan Panel Products for Various Loads ustry Standard Products 3105 H-28 Aluminum Alloy ._ m op-en Buildings- . -----.- ---_~__. H__;;E-ncfosec:fBun4Lng~ In Applied. . Ove Condition.. I. Wind i Applied ~__Qverhang CQndlt!~m . ~ Load iNONE I '-0" 3'-0" 4'_0"-1 Region Load' NONE' 1'.0" 2'-0" 3'-0" 4'-0" ..::::--.n....:.Du......... 1'7---:-16'-11", '..,17'-=5"G7'-11" 18'.-9,;-r---102M.P.H. ~ 29 '+fki1>;+13;:2';'13':7"'14'-4":15'_3'" 110 M.P.H. . 20 '15~~~'-t1~~9';-:i6;1"i.I~~-9"~?,'?~~:-~110I'!l~E -".-3"5 J1':fo";11'-11": 12'-6". 13'-j';L14;:~'~] 120 M.P.H. 23.14'-7'" 14'-9'" 15'-1" 15'-9".16'-8" 120 M.P.H. 41 10'.11" 11'-1" 11'-8" 12'-6'" 13'-6"! 125 M.P.H. 26' 13'-9";13;-10"'14'-3"~14;:11;'T15'-11""'125M:-p.H. 45 10'-5" t iO'-7'" 11'-2'" 12'-0'" i3'~2"" 140 M.P.H. 32 12'-4" ~ 12'-6" 12'-11'" 13'-9" '-f4':9';' 140~.P.H, 56 9'-4" . 9'-7" . 10'-2" . 11'-1'" 12'-4" 3" x 12" x 0.032" Panels Open B u [I~jj rl.9~ Applied Overhang Condition Load NONE" 1 '.0" -' 2'~O" -~3':O" .. 4'-0" 17 19'-4" . 19'-5" 19'-9" 20'-3" 20'-11" 20 17'-10"! 17'-11'" 18'-3" '18'.10": 19'-6" . 23 ' 16'-7" ! 16'-9" ' 17'-1" i 17'-8" i 18'-5" . 26 ' 15'-7" [15':9": 16'-2": 16':9"+17'_7"-' 32 ' 14':i" r 14'-3;'L i4'~8"115':4;; j 16'-2"1. . Wind Region 102 M.P.H. 110 M.P.H. 120 M.P.H. 125 M.P.H. 140 M.P.H. Wind Regign 102 M.P.H. 110 M.P.H. 120 M.P.H. -~-_._--- 125 M.P.H. ----..--- 140 M.P.H. I:n~IQ~~d I3LJil.dings Applied Overhang Condition Load NONE 1'-0", 2'-0" 3'.0" 4'-0" 29 14'-10"'14'-11'" 15'-4" '15'-11"'16'-10" 35 13'-6" ' 13'-7" ' 14'-1" ' 14'-9" . 15'-8" . 41 ' 12'-5" ' 12'-7" . 13'-1" '13'-10','14'-10" -, _H__ - , ~ . t 45 11'-11" 12'-1" 12'-6'" 13'-4" 14'-4" -. .~.u. t 56 ! 10'-8" 10'-10" 11'-4" 12'-3" 13'-4" --- . Note: Total roof panel width = room width plus wall width plus overhang. Lawrence E. Bennett, P.E. QVL ENGIEER - DEVELOPAENT CONSU. rANT P.O. BOX 4368, SOl1Tli DAYTONA, FL 32121 TEl.EPH()tE (904) 767-4n4 FAX (904) 767-6556 SEAL @ COPYRIGHT 1997 NOT TO BE REPRODUCED JIl WHOLE OR N PART WIT1-IOUT TIE WRITTEN PERMISSION OF LAWRENCE E. BefoETT, P.E. PAGE 117 Notice to lIll contractors concerned with concrete for rhe de:'\I:II, r..uric::ltion, and erection of Aluminum Structur(!s Only. Pnria Sl.Jb'tl: Minimum B\1x12" (ooter '..1/2' 5 rchIlL U(cctivc Novellluer 15, 1990 concrete Shilll be lnstnlll'd a!; required in dctall belo..... ~GiJ~~llil~:I~.:~ ,~ ~e~~~ r'l!> I c..o~c.-. ---r ~ '/2 II ..-- W.W.i'f\. - - . F OC>T \ ~~__ .~?_~~..f~c::>~L-. __ e._~_c'L_~:~_~_f=-:-:=-~-=-__ r....' C.O"-JG-. I .. _ .. ...... .. r- '!J 1(2': \ .-ik' ::; ~ -=I-~~f :. .~..(.... 101/0 ~.\'-J..M. ~E..~1."- ~ E:. Bt.. l4. ,,(: \1. T. e:: e. I . =" 01 c.. F2, A I c:, CC7 SLA.~ WtolL: B~e.,.. 1(, eMU t()i I 1 '\ .. , ~.ti: ~{J 1Ze.t:7bJZ.~ (,.-. 1'2. ,,-"::Jiil1 ~ llil'l -5 .:~I(:. ~ I / - ... -:....., . -'~' 4\1,'1 ~~..: ~-y r~~J~ . c; k t; CJ A ~ J:. ~ a. 6. \ ~ r:. 0 'Z ~ . ~ I c. en.. c.... _ I _~\!~w ~ I ~ ,.... . ~ ,'-" \ 'II ~~\ - '. ,,-- ",' G-'-- 1- tt G 4> \.::t.=.l:':"uc.... :- -t=r- :) '/2 'I ~/l U 'Y..J .'1'-.1 IJ... C 1\1\ Q nil- -( J /to\ 0~~\ o fTtJ 5 It II 6 l ~ r ~~I&~!&r(Dri 1 ~,~ /~ pc. / 11 I( /I 1x4 b/Y1 f/ ;(~ ~ fel I Dti 7-- PG 49 <: 10 I l-! MVI ( > ~I SPf\~ (pO 3 ~ (). '> 'I-?O~1 l (p/ / ~c11 Dfl ('//>"-' ':7t(~ c~ r eG,:J S pf1 rJ ~ ---- Department of Community Affairs FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Residential Whole Building Performance Method A 12962573 C BUILDER: HOMES OF MERIT PERMITTING CLIMATE OFFICE: ZONE: 41_1 51_1 61_1 PERMIT NO. JURISDICTION NO. 1. New construction or addition 2. Single family detached or Multifamily attached 3. If Multifamily-No. of units 4. If Multifamily, is this a worst case (yes/no) 5. Conditioned floor area (sq.ft,) 6. Predominant eave overhang (ft.) 7. Porch overhang length (ft.) 8. Glass area and type: a. Clear Glass b. Tint, film or solar screen 9. Floor type and insulation: b. Wood, raised (R-value, area) 10,Net Wall type area and insulation: a. Exterior: 2. Wood frame (Insulation R-value) 10a-2 R=19.00, 914.00sqft_ II.Ceiling type area and insulation: a. Under attic (Insulation R-valueJ 12.Air distribution systems _~ a. Ducts (Insulation + LO~~~~~ 13.Cooling system ~t~~~~ . oW"~9f ~ k / 14.Heating System: ~ t t1~~ f) I .} /0 ~tn\f'I!I 15.Hot water system: __" I~ ;"A\",?\6t\1tolO.~ ~',,"' r1A~ >>- 16.Hot Water Credits: (HR ery, DHP-Dedicated He~t 17. Infiltration practice: -~. 2 or 3 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) a. Total As-Built points b. Total Base points FORM 600A-93 PROJECT NAME: AND ADDRESS: OWNER: SN: 0000 CENTRAL CK New Construction Single-Family o 1. 2. 3. 4. 5. 1280.00 6. 1.33 7. 0.00 Single Pane Sa. O.Osqft Sb.192.Ssqft Double Pane O.OOsqft ____ O.OOsqft ____ 9b.R=11.00 , 12S0.00 sqft ____ 11a.R=22.00 , 131S.00sqft____ 12a. R= 6.00, uncond 13. Type: Central A/C SEER: 11.00 14. Type: Heat Pump HSPF: 7.50 15. Type: Electric EF: 0.91 16. 17. lS, 2 19. 19a. 19b. 94,21 26002.31 27599.92 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and specifications covered by this calcu- lation are in comPlia~.ce with the Florida Ener9"'.f Co e. / ~ .( /: PREPARED BY: .... ~ DATE: 7 , Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance in accordance with Section 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: BUILDING OFF~I_~~LO ;:\'<0 DATE: /(), .' ,- / ! I t \ *************************************~***************************************** . SUMMER CALCULATIONS ******************************************************************************* === BASE === === AS-BUILT === ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- g~~;--~~-~-~~~~-:- POINTS I TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- N 11.30 82.2 928.9 SGL TINT N 11.3 51.5 .89 516.6 E 53.30 82.2 4381. 3 SGL TINT E 45.0 107.1 .87 4171. 5 SGL TINT E 8.3 107.1 .81 721.0 S 22.50 82.2 1849.5 SGL TINT S 22.5 98.3 .85 1875.1 W 97.70 82.2 8030.9 SGL TINT W 45.0 107.1 .87 4171. 5 SGL TINT W 12.7 107.1 .81 1103.2 SGL TINT W 40.0 107.1 .92 3941. 3 HZ 8.00 82.2 657.6 SGL TINT HZ 8.0 303.3 1.00 2426.4 ------------------------------------------------------------------------------- .15 x CONDo FLOOR / TOTAL GLASS = ADJ. x AREA AREA FACTOR GLASS POINTS = ADJ GLASS POINTS GLASS POINTS ------------------------------------------------------------------------------- .15 1,280.00 192.80 .996 15,848.16 15,782.40 I 18,926,76 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- NON GLASS------------ I AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 914.0 1.0 914.0 Ext Wood Frame 19.0 914.0 1. 00 914.0 DOORS---------------- Ext 40.0 4.8 192.0 Ext Wood 40.0 7.20 288.0 CEILINGS------------- UA 1280.0 .6 768.0 Under Attic 22.0 1318.0 .90 1186.2 FLOORS--------------- Rsd 1280.0 -3.4 -4390.4 Rsd WOOd-Pier/Post 11. 0 1280.0 -1.00 -1280.0 INFILTRATION--------- 1280.0 10.9 13952.0 Practice #2 1280.0 10.90 13952.0 =============================================================================== TOTAL SUMMER POINTS I 27,218.00 33,986.96 =============================================================================== TOTAL x SUM PTS SYSTEM MULT = COOLING I TOTAL POINTS COMPON x CAP x DUCT x SYSTEM x CREDIT = COOLING RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 27,218.00 .37 10,070.66 I 33,986.96 1.00 1.070 .310 1.000 11,273.47 =============================================================================== ******~************************************************************************ . WINTER CALCULATIONS ******************************************************************************* === BASE === === AS-BUILT === ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- g~i~--~;~-~-~;;~-:- POINTS I TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------------------------------------------------------------- N 11.30 -3.4 -38.4 SGL TINT N 11.3 9.6 1. 07 115.7 E 53.30 -3.4 -181.2 SGL TINT E 45.0 -2.0 .27 -24.7 SGL TINT E 8.3 -2.0 -.03 .4 S 22.50 -3.4 -76.5 SGL TINT S 22.5 -10.2 .90 -206.6 W 97.70 -3.4 -332.2 SGL TINT W 45.0 -2.0 .27 -24.7 SGL TINT W 12.7 -2.0 -.03 .7 SGL TINT W 40.0 -2.0 .57 -45.6 HZ 8.00 -3.4 -27.2 SGL TINT HZ 8.0 -28.0 1. 00 -224.0 .15 x CONDo FLOOR / TOTAL GLASS = ADJ. x AREA AREA FACTOR GLASS POINTS = ADJ GLASS POINTS GLASS POINTS .15 1,280.00 192.80 .996 -655.52 -652.80 I -408.72 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- NON GLASS------------ I AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 914.0 1.1 1005.4 Ext Wood Frame 19.0 914.0 1.10 1005.4 DOORS---------------- Ext 40.0 5.1 204.0 Ext Wood 40.0 7.60 304.0 CEILINGS------------- UA 1280.0 .6 768.0 Under Attic 22.0 1318.0 .90 1186.2 FLOORS--------------- Rsd 1280,0 -.2 -256.0 Rsd Wood-Pier/Post 11. 0 1280.0 1.50 1920.0 INFILTRATION--------- 1280.0 4.1 5248.0 Practice #2 1280.0 4.10 5248.0 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- TOTAL WINTER POINTS I 6,316.60 9,254.88 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- TOTAL x WIN PTS SYSTEM MULT = HEATING I TOTAL POINTS COMPON x CAP x DUCT x SYSTEM x CREDIT = HEATING RATIO MOLT MULT MOLT POINTS ------------------------------------------------------------------------------- 6,316.60 1.10 6,948.26 I 9,254.88 1.00 1.070 .454 1. 000 4,495.84 =============================================================================== **l************************************************************************** WATER HEATING ***************************************************************************** === BASE === === AS-BUILT === ----------------------------------------------------------------------------- ----------------------------------------------------------------------------- NUM OF BEDRMS x MULT = TOTAL TANK VOLUME EF TANK RATIO x MULT x CREDIT MULT = TOT 3 3527.0 10,581.00 40 .91 1.000 3411. 0 1.00 10,233. ============================================================================= ****************************************************************************~ SUMMARY ***************************************************************************~~ === BASE === === AS-BUILT === ----------------------------------------------------------------------------- ----------------------------------------------------------------------------- COOLING POINTS + HEATING POINTS HOT WATER + POINTS = TOTAL POINTS COOLING POINTS + HEATING POINTS HOT WATER + POINTS = TOT.:: POI: 10070.7 6948.3 10581.0 27,599.92 11273.5 4495.8 10233.0 26,002 ============================================================================= ***************** * EPI = 94.21 * ***************** For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for DCA Form 600A-93 or Form 600B-93 ENERGY GUIDE EPI= 94.2 o 10 20 30 40 50 60 70 80 90 100 I-------------------------------------x---I The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency WINDOWS................ ..... Single Tint SINGL CLR DBL TINT I------x--------------I INSULATION. . . . . . . . . . . . . . . . . , Ceiling R-Value......... 22.0 R-10 R-30 I------------x--------I R-O R-7 I--------------------xl R-O R-19 I-----------x---------I Wall R-Value..... .... 19.0 Floor R-Value..... .... 11.0 AIR CONDITIONER.....,..,.... SEER. . . . . . . . . . . . . . . . . . . . .. 11.0 10.0 SEER 17.0 I--x------------------I HEATING SySTEM........,..... Electric HSPF............ 7.5 6.8 HSPF 12.0 I--x------------------I WATER HEATER. . . . . , . . . . . . . . . . Electric EF........ ...... 0.91 0.88 0.96 I-------x-------------I 0,54 0.90 1---------------------1 0.40 0.80 1---------------------1 Gas EF . . . . . . . . . . . . ,. 0 . 00 Solar EF. . . . . . . . . . . . . . OTHER FEATURES... ,.... ""'. . .. .. . .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Address: Builder Signature: Date: City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 Department of Community Affairs FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Residential Whole Building Performance Method A 12962573 S BUILDER: HOMES OF MERIT PERMITTING CLIMATE OFFICE: ZONE: 71_1 81_1 91_1 PERMIT NO. JURISDICTION NO. FORM 600A-93 PROJECT NAME: AND ADDRESS: OWNER: 1. New construction or addition 2. Single family detached or Multifamily attached 3. If Multifamily-No. of units 4. If Multifamily, is this a worst case (yes/no) 5. Conditioned floor area (sq.ft.) 6. Predominant eave overhang (ft;~~~~ 7. Porch overhang length Jf.~~ 8. Glass area and type: ~9'f .1 I~~ a. Clear Glass , A~' b. Tint, film or solar sc~nJ~~. 9. Floor type and insulatioJV~ ~.~~ b. Wood, raised (R-value, .~~~~ 10.Net Wall type area and ~n ': a. Exterior: 2. Wood frame ( nsulation R-value) 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) 12.Air distribution systems a. Ducts (Insulation + Location) 13.Cooling system 14.Heating System: 15.Hot water system: 16.Hot Water Credits: (HR-Heat Recovery, DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) a. Total As-Built points b. Total Base points SN: 0000 SOUTH CK 1. 2 . 3 . 4 . 5. 1280.00 6. 1. 33 7. 0.00 Single Pane 8a. O,Osqft 8b.192.8sqft New Construction Single-Family o Double Pane O.OOsqft _ O,OOsqft _ 9b.R=11.00 I 1280.00 sqft _ 10a-2 R=19.001 914.00sqft_ 11a.R=22.00 , 1318.00sqft_ 12a. R= 6.00, uncond 13. Type: Central A/C SEER: 11.00 14. Type: Heat Pump HSPF: 7.50 15. Type: Electric EF: 0.91 16. 17. 18. 2 19. 19a. 19b. 99.31 26254.15 26436.22 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and specifications covered by this calcu- lation are in compliance with the Florida Energy~de ~I ) . , /1 PREPARED BY: .<-J. ~ DATE: -7 -2-. "> _ c; 7 I hereby certify that this building is in compliance with the Florida Energy Code. Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance in accordance with Section 553.908 F.S. OWNER/AGENT: DATE: BUILDING OFFICIAL: DATE: ******************************************************************************* SUMMER CALCULATIONS ******************************************************************************* === BASE === === AS-BUILT === ~~~;--~~-~-~~~~-:- POINTS I =============================================================================== TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- N 11.30 109.7 1239.6 SGL TINT N 11.3 65.2 .89 654.1 E 53.30 109.7 5847.0 SGL TINT E 45.0 133.9 .88 5322.5 SGL TINT E 8.3 133.9 .84 929.8 S 22.50 109.7 2468.3 SGL TINT S 22.5 132.5 .89 2659.9 W 97.70 109.7 10717.7 SGL TINT W 45.0 133.9 .88 5322.5 SGL TINT W 12.7 133.9 .84 1422.8 SGL TINT W 40.0 133.9 .93 4981.1 HZ 8.00 109.7 877.6 SGL TINT HZ 8.0 354.7 1.00 2837.6 ------------------------------------------------------------------------------- .15 x CONDo FLOOR / TOTAL GLASS = ADJ. x AREA AREA FACTOR GLASS POINTS = ADJ GLASS POINTS GLASS POINTS -------------------------------------------------------------.------------------ .15 1,280.00 192.80 .996 21,150.16 21,062.40 I 24,130.37 NON GLASS------------ I AREA x BSPM = POINTS TYPE ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 914.0 1.6 1462.4 Ext Wood Frame 19.0 914.0 1. 60 1462.4 DOORS---------------- Ext 40.0 6.4 256.0 Ext Wood 40.0 9.40 376.0 CEILINGS------------- UA 1280.0 .8 1024.0 Under Attic 22.0 1318.0 1.30 1713.4 FLOORS--------------- Rsd 1280,0 -2.2 -2764.8 Rsd Wood-Pier/Post 11. 0 1280.0 -.30 -384.0 INFILTRATION--------- 1280.0 14.7 18816.0 Practice #2 1280.0 14.70 18816.0 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- TOTAL SUMMER POINTS I 39,856.00 TOTAL x SUM PTS =============================================================================== 46,114.17 SYSTEM MULT = COOLING I TOTAL POINTS COMPON x CAP x DUCT x SYSTEM x CREDIT = COOLING RATIO MOLT MULT MOLT POINTS ------------------------------------------------------------------------------- 39,856.00 .37 14,746.72 I 46,114.17 1.00 1.070 .310 1.000 15,296.07 =============================================================================== ******~************************************'************************************ . WINTER CALCULATIONS ******************************************************************************* === BASE === === AS-BUILT === =============================================================================== g~~~--~~-~-~;~~-:- POINTS I TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------------------------------------------------------------- N 11.30 -.4 -4.5 SGL TINT N 11.3 3.7 1.05 43.9 E 53.30 -.4 -21. 3 SGL TINT E 45.0 .2 3.51 31.6 SGL TINT E 8.3 .2 4.48 7.4 S 22.50 -.4 -9.0 SGL TINT S 22.5 -1. 8 .88 -35.8 W 97.70 -.4 -39.1 SGL TINT W 45.0 .2 3.51 31.6 SGL TINT W 12.7 .2 4.48 11.4 SGL TINT W 40.0 .2 2.58 20.6 HZ 8.00 -.4 -3.2 SGL TINT HZ 8.0 -7.8 1.00 -62,4 ------------------------------------------------------------------------------- .15 x CONDo FLOOR / TOTAL GLASS = ADJ. x AREA AREA FACTOR GLASS POINTS = ADJ GLASS POINTS GLASS POINTS ------------------------------------------------------------------------------- .15 1,280.00 192.80 .996 -77.12 -76.80 I 48.47 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- NON GLASS------------ I AREA x BWPM = POINTS TYPE R- VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 914.0 .3 274.2 Ext Wood Frame 19.0 914.0 .30 274.2 DOORS---------------- Ext 40.0 1.8 72.0 Ext Wood 40.0 2,80 112.0 CEILINGS------------- UA 1280 . 0 . 1 128. 0 Under Attic 22.0 1318.0 .20 263,6 FLOORS--------------- Rsd 1280.0 -.3 -358.4 Rsd WOOd-Pier/Post 11.0 1280.0 .40 512.0 INFILTRATION--------- 1280.0 1.2 1536.0 Practice #2 1280.0 1.20 1536.0 =============================================================================== TOTAL WINTER POINTS I 1,575.00 2,746.27 TOTAL x WIN PTS =============================================================================== SYSTEM MULT = HEATING I TOTAL POINTS COMPON x CAP x DUCT x SYSTEM x CREDIT = HEATING RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 1,575.00 1.10 1,732.50 I 2,746.27 1.00 1.070 .454 1. 000 1,334.08 =============================================================================== ******************************************************************************* WATER HEATING ******************************************************************************* === BASE === === AS-BUILT === NUM OF BEDRMS ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- x MULT = TOTAL TANK VOLUME EF TANK RATIO x MULT x CREDIT MULT = TOTAL ------------------------------------------------------------------------------- 3 3319.0 9,957.00 40 .91 1.000 3208.0 1.00 9,624.00 =============================================================================== ******************************************************************************* SUMMARY ******************************************************************************* === BASE === === AS-BUILT === COOLING POINTS ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- + HEATING POINTS HOT WATER + POINTS = TOTAL POINTS COOLING POINTS + HEATING POINTS HOT WATER + POINTS = TOTAL POINTS ------------------------------------------------------------------------------- 14746.7 1732.5 9957.0 26,436.22 15296.1 1334.1 9624.0 26,254.15 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- ***************** * EPI = 99.31 * ***************** For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for DCA Form 600A-93 or Form 600B-93 ENERGY GUIDE EPI= 99.3 o 10 20 30 40 50 60 70 80 90 100 I---------------------------------------x-I The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency WINDOWS........... .......... Single Tint SINGL CLR DBL TINT I------x--------------I INSULATION. . . . . . . . . . . . . . . . . . Ceiling R-Value......... 22.0 R-10 R-30 I------------x--------I R-O R-7 I--------------------xl R-O R-19 I-----------x---------I Wall R-Value..... .... 19.0 Floor R-Value..... .... 11.0 AIR CONDITIONER......... .... SEER. . . . . . . . . . . . . . . . . . . . .. 11.0 10.0 SEER 17.0 I--x------------------I HEATING SySTEM.............. Electric HSPF.......... '.. 7.5 6.8 HSPF 12.0 I--x------------------I WATER HEATER.... ............ Solar EF. . . . . . . . . . . . . . 0.88 0.96 I-------x-------------I 0.54 0.90 1---------------------1 0.40 0.80 1---------------------1 Electric EF. ............. 0.91 Gas EF. . . . . . . . . . . . .. 0 . 00 OTHER FEATURES.............. ... ..... ....... ............. I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Address: Builder Signature: Date: City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 Department of Community Affairs FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Residential Whole Building Performance Method A 12962573 N BUILDER: HOMES OF MERIT PERMITTING CLIMATE OFFICE: ZONE: 11_1 21_1 31_1 PERMIT NO. JURISDICTION NO. 1. New construction or addition 2. Single family detached or Multifamily attached 3. If Multifamily-No. of units 4. If Multifamily, is this a worst case (yes/no) 5. Conditioned floor area (sq.ft.) 6. Predominant eave overhang (ft.) 7. Porch overhang length (ft.) 8. Glass area and type: a. Clear Glass b. Tint, film or solar screen 9. Floor type and insulation: b. Wood, raised (R-value, area) 10.Net Wall type area and insulation: a. Exterior: 2. Wood frame (Insulation R-value) 10a-2 R=19.00, 914.00sqft____ 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) 12.Air distribution systems -'- T~~n Mo. Ril a. Ducts (Insulat~~~~GODF - 13.Cooling system ~8Y_ 14.Heating System: IJC)tjl~ P\a1lS ~ml- -.-;--....r Bul1d\nI ~ oa.~ ~de ce~cata>>-t 16.Hot Water Credits: (HR-Heat Recovery, DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) a. Total As-Built points b. Total Base points FORM 600A-93 PROJECT NAME: AND ADDRESS: OWNER: 15.Hot water system: SN: 0000 NORTH CK New Construction Single-Family o 1. 2. 3 . 4. 5. 1280.00 6. 1.33 7. 0.00 Single Pane 8a. O.Osqft 8b.192.8sqft Double Pane O.OOsqft ____ O.OOsqft ____ 9b.R=11.00 , 1280.00 sqft ____ 11a.R=22.00 , 1318.00sqft____ 12a. R= 6.00, uncond 13. Type: Central A/C SEER: 11.00 14. Type: Heat Pump HSPF: 10.50 15. Type: Electric EF: 0.91 16. 17. 18. 2 19. 19a. 19b. 99.65 25558.74 25648.79 ------------------------------------------------------------------------------- ----------------------.--------------------------------------------------------- I Hereby certify that the plans and specifications covered by this calcu- lation are in compliance with the Florida Energy Code: /, . /1 PREPARED BY: -AJ /~ DATE: 7' (21. i7 Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance in accordance with Section 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: BUILDING OFFICIAL: DATE: ******************************************************************************* . ******************************************************************************* SUMMER CALCULATIONS === BASE === === AS-BUILT === g~i;--~~-~-~~~~-:- POINTS I ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- N 22.50 65.8 1480.5 SGL TINT N 22.5 41.5 .90 841. 4 E 97.70 65.8 6428.7 SGL TINT E 45.0 83.9 .87 3297.3 SGL TINT E 12.7 83.9 .83 880.8 SGL TINT E 40.0 83.9 .92 3087.5 S 11.30 65.8 743.5 SGL TINT S 11.3 72.7 .81 665.4 W 53.30 65.8 3507.1 SGL TINT W 45.0 83.9 .87 3297.3 SGL TINT W 8.3 83.9 .83 575.7 HZ 8.00 65.8 526.4 SGL TINT HZ 8.0 250.1 1. 00 2000.8 ------------------------------------------------------------------------------- .15 x CONDo FLOOR / TOTAL GLASS = ADJ. x AREA AREA FACTOR GLASS POINTS = ADJ GLASS POINTS GLASS POINTS ----------~-------------------------------------------------------------------- .15 1,280.00 192.80 .996 12,686.24 12,633.60 I 14,646.20 NON GLASS------------ I AREA x BSPM = POINTS ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 914.0 .9 822.6 Ext Wood Frame 19.0 914.0 .90 822.6 DOORS---------------- Ext 40.0 6.1 244.0 Ext Wood 40.0 6.10 244.0 CEILINGS------------- UA 1280.0 .6 768'.0 Under Attic 22.0 1318.0 .90 1186.2 FLOORS--------------- Rsd 1280.0 -4.0 -5107.2 Rsd WOOd-Pier/Post 11. 0 1280.0 -1.30 -1664.0 INFILTRATION--------- 1280.0 8.0 10240.0 Practice #2 1280.0 8.00 10240.0 =============================================================================== TOTAL SUMMER POINTS . I 19,601. 00 TOTAL x SUM PTS =============================================================================== 25,475.00 SYSTEM MULT = COOLING I TOTAL POINTS COMPON x CAP x DUCT x SYSTEM x CREDIT = COOLING RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 19,601.00 .37 7,252.37 I 25,475.00 1.00 1.070 .310 1. 000 8,450.06 =============================================================================== . . **************************************.***************************************** WINTER CALCULATIONS ******************************************************************************* === BASE === === AS-BUILT === =============================================================================== ~~~~--~~-~-~;~~-:- POINTS I TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------------------------------------------------------------- N 22.50 -10.6 -238.5 SGL TINT N 22.5 13.6 1.09 333.2 E 97.70 -10.6 -1035.6 SGL TINT E 45.0 -3.6 .24 -38.2 SGL TINT E 12.7 -3.6 -.04 1.8 SGL TINT E 40.0 -3.6 .50 -72.0 S 11.30 -10.6 -119.8 SGL TINT S 11.3 -23.0 .88 -227.6 W 53.30 -10.6 -565.0 SGL TINT W 45.0 -3.6 .24 -38.2 SGL TINT W 8.3 -3.6 -.04 1.2 HZ 8.00 -10.6 -84.8 SGL TINT HZ 8.0 -59.1 1.00 -472.8 ------------------------------------------------------------------------------- .15 x CONDo FLOOR / TOTAL GLASS = ADJ. x AREA AREA FACTOR GLASS POINTS = ADJ GLASS POINTS GLASS POINTS ------------------------------------------------------------------------------- .15 1,280.00 192.80 .996 -2,043.68 -2,035.20 I -512.45 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- NON GLASS------------ I AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 914.0 2.2 2010.8 Ext Wood Frame 19.0 914.0 2.20 2010.8 DOORS---------------- Ext 40.0 12.3 492.0 Ext Wood 40.0 12.30 492.0 CEILINGS------------- UA 1280.0 1.2 1536.0 Under Attic 22.0 1318.0 1. 70 2240.6 FLOORS--------------- Rsd 1280.0 1.0 1228.8 Rsd WOOd-Pier/Post 11.0 1280.0 2.90 3712.0 INFILTRATION--------- 1280.0 7.4 9472.0 Practice #2 1280.0 7.40 9472.0 TOTAL WINTER POINTS I 12,704.40 =============================================================================== TOTAL x WIN PTS =============================================================================== 17,414.95 SYSTEM MOLT = HEATING I TOTAL POINTS COMPON x CAP x DUCT x SYSTEM x CREDIT = HEATING RATIO MOLT MOLT MOLT POINTS ------------------------------------------------------------------------------- 12,704.40 .55 6,987.42 I 17,414.95 1.00 1.070 .326 1. 000 6,074.68 =============================================================================== *~****~************************************************************************ WATER HEATING ******************************************************************************* === BASE === === AS-BUILT === =============================================================================== NUM OF BEDRMS x MOLT = TOTAL TANK VOLUME EF TANK RATIO x MOLT x CREDIT MOLT = TOTAL ------------------------------------------------------------------------------- 3 3803.0 11,409.00 40 .91 1.000 3678.0 1.00 11,034.00 =============================================================================== ******************************************************************************* SUMMARY ******************************************************************************* === BASE === === AS-BUILT === COOLING POINTS + ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- HEATING POINTS HOT WATER + POINTS = TOTAL POINTS COOLING POINTS + HEATING POINTS HOT WATER + POINTS = TOTAL POINTS ------------------------------------------------------------------------------- 7252.4 6987.4 11409.0 25,648.79 8450.1 6074.7 11034.0 25,558.74 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- ***************** * EPI = 99.65 * ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for DCA Form 600A-93 or Form 600B-93 EPI= 99.6 o 10 20 30 40 50 60 70 80 90 100 I---------~-----------------------------x-I The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency WINDOWS..... ....... ......... Single Tint SINGL CLR DBL TINT I------x--------------I INSULATION................. . Ceiling R-Value.........22.0 R-10 R-30 I------------X--------I R-O R-7 I--------------------xl R-O R-19 I-----------x---------I Wall R-Value.. ....... 19.0 Floor R-Value... ...... 11.0 AIR CONDITIONER........ ..... SEER. . . . . . . . . . . . . . . . . . . . .. 11.0 10.0 SEER 17.0 I--x------------------I HEATING SYSTEM.. ...... ...... Electric HSPF.. ..... ..... 10.5 6.8 HSPF 12.0 I--------------x------I WATER HEATER........ ........ Solar EF.. ............ 0.88 0.96 I-------x-------------I 0.54 0.90 1---------------------1 0.40 0.80 1---------------------1 Electric EF..... ... ...... 0.91 Gas EF. . . . . . . . . . . . . . 0 .00 OTHER FEATURES.............. ........................... . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Address: Builder Signature: Date: City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 " " I '" I "tl) N -D -J I ~ (J '-1J ,f) r.= . N Ir I I I I I I I I I I I I I I I I Ii iT II_~_~ I I I I I I I I I I I I \ I I I I I I I I I I I jL -t I 'i0 ... I N -t I 'i0 ... COlJ,;~N fOOTING PIER SEE FOUNDATlQN DETAILS l!:: Nom 1. TI-iE FQl.JNDA nON DESIGN IS iN ACCORDANCE wm, '94- SEC CHAP1'ER '6,18, '9. 21 AND IS BASED ON 120 ~PH 'MND. 2. r'OONDAJTON $r!O~ IS 11-IE ",INIMUM REQUIRED BY STANDAAD BUILDING CODE ALL FOUNDA nONS SHALL BE D€SlGNED fOR ACruAL SlTE CONDITIONS. .:s. UINI~\,( SOIL BEARING CAPAClTY 2000 PSF. CONCRETE COt.4PRESSIYC: STRENG111 2000 PSI IN 28 DAYS. 4. fOOTING SHALL BE PLo\CED ON NON-EX?ASlIJC: SOILS ONLY. 5. T'r'? 8X15 CONCRETE BLOCK UNLESS OThER~SE NOrc:D. ~ ?tJ:29 B J CJ :J- ,5/- ...3./1 j c&.-<;L I I I I I I I I: I I 'I I I I -.JI - - ::JSHALL COMPLY WITH ALL PREVAILING CODES , STANDARD BUILDING, PLUMBING, MECHANICAL, N.E.C. AND CITY OF ZEPHYRHILLS ORD~J A S . ~~~RO €/J' 4a'-" CONTINUOOS CONCRETE BLOC/( WAll ON 10- If '6- CCNTi~UOUS CONCRETE FOOTING. REiNfORCED PER LOCAL COOl:: REaulRE~ENTS 'Ml1 \oliN. 2- 15 REBAR '8- 1I 24- MiNJIA'JIA ACCESS PANEL LOCATlON J I.IA'f VAA'f DUE TO SITE CONDITIONS, ('Mlli \,4iN. 0.:':5 Sl:l. FT. vtNT) "'l I I I I I '8X24.X'0 SOt.lO CONCRETE FOOTING FOR I CENTER UNE BLOCKING 5'-4" O.c. IIlAXlt.lUN. I OPl1ONAL IOX1S CONTINIOUS FOOTING mR CENTER LL"'E BlOO<J"'O , s'-,< ~ s'-,.. s'-," s'-," s.-,": -~--~-~~---~---~B--~-__~--T-_I L L ,,' -7' 10 ""1'" Of : COlUI.IN 24X24X10 FOOTING 26'-'" TO CENTER Of COlUMN Z4.X.30X10 fOOTING 29'-4" TO CENT>..R OF COLUI.IN 15X15X3 FOOTI"IO > 37'-5" ro CENTER Of COlUI.IN 16X16xa FOOTING ;39'-,,' TO CEN1"E:R Of' COlU~N 16X16X8 FOOTING EXTERIOR FOUNOATION WAll. SEE FOUNDA nON DETAiLS. 1 SlDEWALL 13" IC 15" VENT OPENiNG CO~ WIlli COMDS/CN RESlSTA.'H 'MRE I.lESH NOT LESS TrlAN 1/4" NOR MORE 1i1AN 1/2" IN ANY DIRECTION, (iYP1CAl) I SQ, FT. Of' VE)o.jT REQUIRED FOR E'ti:R'f 150 SQ. FT. OF CRAWl SPACE IA1NIYUN. 6. ALL FOUNDA nON CONSTRUCll0N. I.lA ITRIALS, AND INSTALL nON SHALL SE IN ACCORDANC( W1l11 ALL A??UCABLE STATE AND LOCAL CODES. 7. ALL REINFORCEMENT BARS SHALL COIolPL'f W111-1 ASl1.I ,1.515. GRADE 60. REJNfORcr\lEN T BARS SHALL BE EOU ALL '( SPACED WI 11-1 3- ctEARANCE mo\,( BOTTOIA "ND SIDES Of' niE FOOm-lG. LA? SPUCES TO BE 48 8AR DIAMETERS. 8. ~ASONRY UNITS SHALL CCMPLY ~l11 ASTl.4 90 9. ~OTAR SHALL BE li'PE ~ OR S. 1 =i1 I I I I I I !- END WALL I I I CENTER UNE BEARING PIER l,4AX. 5' - 4.' SEE FOUNDA nON DE TAilS I.lARRlACE UNE ~~. 'MJ\NE.'f. CAA~ .. .to.SSOCA TtS , an 50.11'\1 IffItU ,,\€. Cl..E...vlWA 1tR. f1. -'451' i z ~ tl) ,.... ~ ~ o < t) z <{ ..J Q... Z o i= <{ o z ::> o lL. ~ Q... o ~ z. oc a.. I') to ,.... i' en :::E I '" I ~ en I.4J 0 0 ::! ,.... en I <: iJJ - N a u <{ I .oJ 0 "- r-.. C/l .:: z 8 z 0 z w ~ 0 < ~ <: 0 Q 0 a. u u Z I--C 0 ~ E-< iJJ w~ I--C tl)(fln ~ 0< ~ tl)CD<: ~ -~o x-- o<~ ~ CD~...J ,ol.L.. 0 01- . 'O:::~ a.<o ['J) CD I- a:: ~ < CD ::s 0 ::r: \" <1 ~ .. t251-:z., FLUSH SIDE Y'iALL AND FOUNDATION ~ALL DETAILS 51~ l-'AS c;.ot.;NEGTOR OR Ea.lAL It 2'~" o.c. 1-AAXiH.R-1 NO 12" iN ~ EAC-H ~ FASTEN ~TOR TO R1H ...ol5T IJ5I}6 (4) IOd HAILS ~ (4) lieu 1/2" ~ EXTERJOR FiNI5H EXTERIOR SIDEl'\ALL or t1OD'..-lE E><Tt:RJOR FINISH EXTCNV,NG 0..;& FC\lWA TlON I"Wl. IQ.lOC.K CNT' SIDE or BLoc.K AT EAGH W*ECTOR LOCATiON AND CI-P I'H:N L1NTa 15 POIRl:V 50 COl'H:{, TOR PA5SE5 i1RJ TO 0liTSitn: Of 6l.DGo. LINE C4V&n~(~~ AND AT U01 CORNa< - FILL c.atS rv'C01'GREIE &..db 01J c.oNT1~ FO..MJA11ON ~ c.oHTiNJOh ~ f0011H50 (Z':OO P'5l ~ HlNI1-U1) NOTE: nE FOOiDA'T'\ON DESl6N IS IN ~Nai"4l~~~ c:.HAP'l[R 16, \0, ~. 21 AM.) IS E3AS61 a.i 120 !-'!PH i"4lW. z f ~ 16" HlN. '" '1 EXTERJOR ~ SHEA n-tING N-'0F0N-1 SILL SEALER OR EaJAL 1- Il4 RE6AR. CONTIl'W..? IN L1NTa LiNTEl.. TO f3E FORl1ED AND POJRID iN P\...N:.E 4 z i: ~ DEP'111 BaOH GRADE 15 5I.6.EG T TO LOCAL GOOE5 2- lIS RE3AR. COSTl~ I-U.. 11 ~Df FAS-re-lINGo REaJI~ TO BE fOLL~D AS SfJOI'N ON c.P055 5€c. T10N AM::lFON-1 SILL SEALER OR EGJAL ~ l-'A'\' BE LOCA rEO oN EI111tR OR BOn-t HALVES GAP TO 6E FO. f*1ED MO POJRED N P\...AC.E t'4 VERTl~ BAR PIER TO BE GOtGRETE FILlEV c.otGRETE FOOTlN65 SEE c.HART tl, 2. =' 10" HlN. FASTeN cot-H:GTOR TO RlM ..oI5T 1J5jNl;, (4} IOd NAILS OR (4J I81a [fl" 5C.RENS , ' Sil-1P5oN l-1A? ~iOR OR EOJAL ON EACH SIDE Of PiER ....., FOA."1 1- Il4 REBAR ~" BEND c.oNTiH.JO\JS FROM CONe.. GAP FOOTI~. TYP. EAC.H 1-'ARRIAGE /"lALL PiER. (sa: One< F(MVATION DAANlNGS FOR LOGA Tl016 BOTTOM ~ TO f3E REPAIRED AfTt:R w.N:C 11 ON INS T ALLA TlON DEPTH BELOH GRADe 15 ~ T TO LOCAL CODES 5c:c CHART #3 LJ,/~ C~ .11 Q "To; JBT21(jJ H'LaCRN. 1lOl.'It.~ CAA~~ ~ ^5SOOA 1U le27 SotJ~ llYRTU A~ CI.!.a.R 'I'" 1!R. Fl.. ~ \ 5 If) to If} r= lL.I a tf) .-J <( f- W D Z o f= <( a z :) o l.L.. ~ 0... o ~ a <C u .=.: z iE' 0. tn Z a VI :> lL.I e::: ~ I'- ~ C'I I ~ C'I I .:J C'I w a 0 ~ I'- 0\ I u.. <( ~ u.. N <C U I f- a I'- V) 8 w W :Z ..... < a < ~ u 0 a a V) () . () Z ~ 0 I") ~ co WI") ~ (Otnl") ~ 0< ~ (Oco<: ~ --c::a x-- o<~ ~ m?:...J .0 u.. 0 01- . . c:: 3: 0...<0 U2 CDI- e::: ~ < ~ CD 0 ~ ;".; ~.';;:-;'~~"'-l;-~' -::"_~~~:.:~~..;.....~...............~ _~",.,,:",-...XJ,.;.....,.:;<...~.,...-,'''':'''_.- DCA MODEL {to ~ HOMES OF MERIT, INC. INDEX PAGE 9. CROSS SEC TION 10. FOl;\JDA T ION :_A YOUT r. FOuNDATION DETA,I_S PAGE 1. PAGE 2. PAGE J. .PAGF 4. PAGF ,- ......, ...J . D AGr- ,.. I c.. O. PPGF 7 J \ ~ PAGE ~ ~. P AGF: PAGE PAGE ., OE T INDEX ALL WORK SHALL COMPLY WITH ALL PREVAILING CODES STANDARD BUILDING, PLUMBiNG MECHANICAL, N.E.C. AND CITY , OF ZEPHYRHILLS ORDINANCES. HO~)E \/,/ I TH S TE::L FRAME COVE~ ~AG~ GENERA~ NOTFS PAGE '2 EL::C T. PANEL SPFC. EL::V A T IONS PAGE '1, SROSS 5FCTIOi\ oJ . PAGF .it FC'u\JDA T 10\ _AvOUT PAGF . ,- FOU\JDATIO\ ......, JFTA LS oJ . .~~GF .", :::-O:,J~DA T 10\ :)FT A ,\ ~ o. 1_5 ~AGF '7. -11 \Gr~ ROOF SOVFR o ASC:- I 1_ ~ !\ (7 ;::- .~ ~i\r:: r-~ ROOF DETf\iL5 I I '_ '-" . ii vC..-' FLOO~ PLAI~ COLlJVN ROOF DUCT ::)RA I \J !_ I NF HOM:: 'JV. -H S T::~L FRAN1E COVER PAS==- ~\L- \.vv .'L ~ r ~'v . \..-lJ$ v' t, D~ c- v.,/\.- rJ LISTING AGENCY APPROVAL !hese prints comely with the r 0 r!3 Manufactured 9'Jild. ng f\ct of 1973 Construction ('0' ~ :n1. a"here to the foi- l" ,. ." cr'teria: I " .. T"ce V I Gcocpa'cy -R-.-,'-":l- ~" 'I --_._~- ~. ;:,~~'r: No. I :V;ed V.lo~ity ~LL~- -." .~.,;.~ of ",to Walls 0 ?Ia., No. 12.<j~.Z~ 7.:;1 4.1I"w. Floor load -1L~ .DpfO~ Dale 7 -if <f 7 "".nuf. .H 0) M HWC \ (v , -\ ()~ r I \..,?--V G':~$ " . ~'t::.O p\.~,;" / b---?' .'- f ~ '7 OA1L (i> ~.! cpr 'NED ~ '6\J\LO" ,.- 0 <~ yJ i-.JL 7.7t;; C; 7 JD'Bfil HIl3CRN, M:""E.~. CARS~ .Ii: ASSOOA rES 1627 SCUTH 1tl"'R~ AV!. CLE:AR'NA 7ER. F'l J~' 5 /29~-Z573 .....,-.< ~'''';-. ~ .: ~.~ "-'.: - '.....:........:.....-. ........._-;.... GENERAL NOTE 1. ~ALL-WAY WIDtH 36' MIN. 2. ALL GI_AlIN6 IN TUB AREA AND ALl... W!.'JDOW~ W:iHIN 24" Of' DOORS SHALL BE SAfETY, TE'.-1PERED. CR ACRYLiC PLASTIC ~r-EET. J. INTERIOR DOOR SHALL BE t..-NDERCuT I '/2' A F.:::'. FOR ~ET,-,RN AIR OR EQuiVALENT ABOVE::)OCR 6RI~LS. 4 ALL SUPP'- YAIR RE0 S7ERS ARE AD,-,UST ABLE, :::Xc..EP- NHE.~E ~T:-ER 'N I SE SPEG I F I ED. s. BATH :::'ANS IWi-EN ~EQUIREDI SHAL_ PROV::)E I C:::'M ~ER SQUARE FOO- 0:::' RE~TROCM F'-OCR AREA. 6. INGANDESGE~r AND FUjORESc..ENi LIGHTS LOGA TE:D ,'J c"LOSETS Y.UST BE AT LEAST iC)' AND 6". ~ESPEG TIVEL '" :::'ROM COMBUSTIBLE MATER!ALS iN AN A,~EA :::XiEND NG :::'RCM IHE CEILING '0 THE :::'LCCR ON ALL ~ID:::S OF' -HE l... GriT. 1 ::. E: [ L : N6 :;I_,-\DES :::' ANS ':;HALL- BE 6' - o' '.A IN. F~CV1 BO-iSM TO FiNISH :::'LOOR. ""'- ....,,- o S,.....OWER STALLS S-AL_ BE c..OVE~ED 'N -rl NO\J- ABSORBENTV1A T:::,~ AL TO A i-iE iGrlT OF 70" A,BOVE :::' i\ S.- ,:::'LOO~. 9. ALL S-EEL STRAPS RE=ERENGED ON FLOCR ~LAN S-ALL BE 1 1/2" X 26 0A. 'N:-H 7 -:6 0A. X 7/'6" CROWN X i I/o' STAPLE EACH E'JD OF S~RAP. EQUIVALE\,T =~CM ~ i::)GE BEA\.A TO COL\jVjN ,A,NO ::'Qi_!...MN TO F _OOR. 10 ALL ~1_UMBING FIXTURES SHALL ~AVE SEPARA IE: SHUT OFF VALVES. 11. AN ACCESS'ol_E SHUT OF:::' VALVE SI-ALL BE PROVIDED Ar-EAD OF ~f-E FIRST OU-LE- OR BRA'-4GH CONI\EC -ION -0 -He: SERVICE O,~ DIS-RIBUTION P Pe:. THIS S~UT OFF If AL 'IE ~A v ,~E S, Te: NS - ALL-ED. 12. -UB A('CES~ PROVIDED l.JNDE.~ HOME ,-,NLESS O-HE<.W/SE NO-E::=>. 13. ALL CIRCUITS GROSSIN6 OVE,<1y100UlE MATING LINe: S~ALL BE SITE c..ONNEc.. -ED iN APP<.OVED ACGESSIBL::: JUt\G TION BOXES 14. ALL. ~ -TRAPS AR.E FvRNISHED WIT- SLIP o",,/OIi\IS OR SROlJt\D .)OIN-S FOR ClEANOUi ~URPOS:::S. 15. SMOKE DETEC TORS ~O BE N~I ALLED IN ACCORDANCe: W -H i\FPA 72 SITE INSTALLED rrEMS: -HIS L.IS- I~ A ~EQUIR:::ME\4T OF ~He: FLORIDA DCA AND DOES NOi LIMIT -=:.\6 0'= WOR..< AND VA ""E.~ A,-S ~C:CUIR.eD F"O<. A CCMPLC:-E I NSTAL:....Ai ION. SUB-JEGT ~O LOCAL ..A.-RISOIG TION APPROVAL. L ?:!...Ec" -RJ(,AL SE<.VICZ E~r<AI\G.e:, MA N DISCONt\Ec.. I. LISTING AGENCY APPROVAL These prints comply With the F!orida Manu~actured Build. ing Act at 1!H9 Const~uctlo" Cod~ and a~here to the fol- lowing criteria: Cor-st. rv:)e 2. ...INDER FLJOR ~L....MBi\J0. CLEAN -OvT J. ::-OlJM)A-iO'J S _L PLATE A'JGHORA0E. 4 ~OT. WA-ER :,E~ViCE. MA ~ SHUTOFF VALVE:. 1/ .u.........____ Occupancy _K-3...... Alk'tla:.::l~ No. of CI~.,., ......J........... Wied VOlocity _.J.L.?:'...... F:.~ ~"""':1 of Ext. "I'/~Hs ___.4OQ .____ ~lan ~Jo. I 2 <ik.: .?:..'?:J 3 Allow. Flocr Load _._'1.Q...._ Approved O.te 1..:..l.:;[~.1-, ""anuf. ..iJ.~..M- HWC S. -'I -\.c.., CO\NEc" - O~S. AND DU(, TS. 6. ::)CR\AER AND :J-i-<E~ ::::STf-E- C CONNEC TIC!'.S. RIDGE BEAM CONSTRUCTION NOTES 1. \.A c..,~J!_Al.A -B' 2BCO PS i 2 ,; C.~:I_A\~ Vl,..S - BE C:J'J" I ,'\!L.:OUS CVER. c..L~AR SP A>J[S). J ~:::.-\vS S,-,pp:=;<. -::::::> B'" E':\DW ALL c..O_l....MNS VlUS T C:XTEND CCf\-:NL..Ci....S C'/E~ C,.O_'.....MS -0 EX-ERIOR P.-\c..c: OF E'-.?W AL__. .j. ~S-~_L ,2X.j.1 X 20' SP::: ;;:J RID0E BEA~ ?EA,~:f\G S~ :=:=E~ER OV::::R St,,;FPOR I c..OLUVN:, Wi-EN SPEC, IF ED O\J ::-:_::JC~ ::>'_A~' PASTC:~ Tf-E FAC':::: OF T~E ST:FFENER -0 -, - < ::)GE.: BE,A,M WITH 007. GL...E COVE,<A6:::: 0\.\::) :: - '66A X 2 '/2" ST AP'_ES S. ::- AS-E~ <OOF Si-'EA T-- NG iNTO lOP EDGE OF \.A CRJ!_Al.A -0 ~<ov DE CON- ;\Jl;Ct.,.S ~.-\ -e:.~AL Sij~::>CR T 0:::' BEA~. FOUNDA TlON . iN ACCCRDN,CE N -:-i i-E R~OlF~E'<1EN:S OF T-E P_OR DA ::::E~.~,~T\€:\T OF COMMUNIP' AF:::'AIRS. i-ESE Bu,L::) N0 PLA>6 ::'Ct'..T A.~ FOi....f\DA T ON SU::>pORT AND I E DOWN SYS-::::\A ::)E-A L Ai'.D SP2:c"IFI(,ATIONS TO SITE CONDITION STATE:D. IF AGTlJAL CONDITION :::>'PFE:~7 F~O'A THESE ::)ES GN PLA,NS -l-ESe: ::-Ol.J,~DA TiON ::>LANS GAN ~OT BE USeD A,\JD 'JEW FOUNDATION PLANS WilL BE NEEDED AND PROVIDED ?'" C-:-E~;, :::'OR ~OCAL REOUIRME:N-S. JlI~f!I H!~ ~ c..o.RT5l I~:A~ '.:21 ~ ~l! AV'!.. ~reR. "'_ ~ .., o N - >- lJJ o w ~ o z "'" o < u .....J <l::_ Ct: ww zO I.J.. <l:: I Cl Q.. I~ I~ I I I ~h-W!. II o . I 'ii I 5, i '~ . I i rf1 ~ (' ~ ...J iw 10 10 :~ ..... ~ I I..J.. < 0;:) ..... < U ~ ~ ? 0 ~I~,g 8 0;:) 0 '/'I u: C.J Z - 0 - .0') - :0 wo') - '.0 :./l 0') ~ - o~ -=-< ;:~~ :E c::0 x-- 0<3 ~ co ~ ,...J .0- 0 o i- . .""~ c..~o j') COi- ..... ::J ~ :E co 0 --< - - (l' = @@ 0= @ ~ (2@92 ~ '-....<:::: lC::>) ~ ~~ - 1J...90-2573 ELECTRICAL SCHEDULE PANEL SIZING B~KR. I NO. NOMENGLA"7"URE VOLTS WIRE CU, N,~ DESCRIPTIO\ :<.VA 20 1 PO;~ TABLE APPL lANCE: 120 12/2 GFI =L..OCR AR~A \'2..80 SF X J V~ \QOO' 3.g 20 j '" PORTABLE AP~ I At\CE 120 12/2 GFi 2 SMALL APf'L lANCES AT '500 V A./'OOO' J.O ~ I 20 I 1 GFI ~EGEPTACLES I 120 I 12/2 ::>UiL T - IN OVEN AT 4.6 <.W' I oJ 'S I 4 GE~ERAL LlGf-"7" NG 120 14/2 COUNTER ~OuNTED COO<' TOF AT 7t.. <..W , i , '5 I 5 GENERAL LIGhT N0 120 14/2 ~AN0E AT c.o KW.' 0.0 i WATER i-EATER 1 'S I 6 GENERAL LIGhT N0 120 14/2 AT J.o ,<.w , J.o I I GENERAL 120 \ 14/2 OPT. 01 SHW ASHER AT 'S I 7 LlGf-T N0 ',4 KW' '.4 20 ;l.. ! GE~ERAL L..IGf- T N0 120 12/2 WASHER A- 1500 V AIoeo I '5 v I , , 20 9 I GENERAL LiGf-T N0 I 120 I ',2/2 ::; R '( E R AT 5.0 <.W. , ! 50 , ! i I i , I 20 :2P'1 11 i WA -E,R -EA iER 240 12/2 C:PT. GARBAGE :JISPCSAL ,:.I., - 'q <"'N.' i '.9 , , I JO i~P' i 11 I WA,-ER -1EATER 240 I 1013 OPT. '0/'-iRL::>OOL Tl-B A- U <'W.' I ' '"I \~, ' I ~ i ! LISTING I 20 I 12 I W AS'r-~R 120 I 12/2 AGENCY APPROVAL ! I I The~ prints comply .....ith the I , c:,^..... ".''''i;1.t!d", eJ I!ulld. I 30 ''''p,l 11 DRYER I 240 I 10/3 ing Act of 1979 Construction I I,~, I --' I ~ode and aoj~ere to the fol- , I I I I . .., '". vi I 'S i 14 I D S'r-W ASHER 120 !4/2 TOTAL _O,A,D CO(1~t. Type I O<cvpancy -=~n~ i 2.9. (, ''''::;>1 ! I ,RA.N0E I I Allowable ,'10. , I 40 :5 240 I 0/3 ::-\RST 10 <..VA AT :001. of Floors i 10,0 \~ II I I Win" V.'M'''" I'.~- : 30 (2P: I GOOK TOP 240 10/3 ~EMA I NDE.< AT 407- Fir~ Rati""g of D , 7.~ 16 Ed, Walls I " '2'1~-2.<;tJ I I BU 1- T - IN I I ~. JO ''''pi: \7 OVEN 240 '0/3 -NAC A.T '007- ,l,llow. FI'>Or load ~C 5.0 1,"<::, . I ,lporo~ 0.1& 1-:-2:S--9? I I 0AR3A0E DISPOSA_ 120 I 12/2 .....nof. II 0 N\ , ; 20 10 I 1 I I lLW-C : I iCl !HVAC GOMP<=:SSOR S I Z2::J PE~ MFR. SPECS. TOTAL i I 33. to I ! I I 20 I HVAC Bi_OW~R I S I ZE:J P~.< MFR. SPECS. TOTAL X 'COO - ! I~O 240 - 'S I 2~ iSMOKE DE-ECTOR 120 14/2 NSTA>-L 200 AMP ~ANEL i I 20 22 I WH I R_POOL TLiB 120 12/2 ADD I T CNAL f.o 0 AMP LISED ::'OR A/G lllVllfB ~UlORX. ~ CART:;;R . ~:AT5 :6V :aJ~ t-l'<"l'f.n.e ...~. ~~"'_~i6 Lf) U N lL.J ;: ll. ~ en 0 ,... I.J..; 0 Z N <( <: u ll. lL.J ~ () <: ~ u a.. I 0:: r- I U I u.. -' I u.. I I~ ',/11 zl I~ 21 '.111 ~I I I I I I IYJ -S f"'o ...J ~ W .0 I~ ,..... ~ < 1 .... '" '.... U , <( .~ ~ '.11 ~ .z ,.J..J '0 <( :z:: !o 0 0 ju u z --- 0 "'l :..... ~ '-'.J"'l --- :a'.l1"'l .~ --- 0< "- " :a:)< --- .-~o ~ x<~ o 0 C!)~...J ..::.. .0'- a o~ . ~. ~ 3: -<0 :n c:l>- .., ~ '< c:l ~ a --- - l2-~b-25"7 3 i I --t--.- ...---... - - -.-- R ~i I ~='l~.~-L I 'F"- SIDE olovArCN ~! R 1~ ---------- ///; //~ ,//// ////1 ~CNT SIDE oLE'/A rCN ~EVA'CN '10ry:s.: a ~~ n:II ~ r::I ra:I Ol1lU>l'<JI. ..-..". WI"{~ ~ I>hD ~ .. s 11 IOS'UL.C. :lCIQG /If ~ ..0 lI.;&,BT 'TI .llCAL ~ ~:Q 00Ct.aSIC :woo ~I oIUT "'\C , D.MI roof C1' jQT MIlA ><_1 'I'lQOo 'JT l"'<(~.OCII ...u. .... .... : ...... ........,.. Clt.Ul. ~ AC( ACCDII. } rt .sr>UlJl ,.. ,G-()lS W) lI,&.(' T (I LJX.IC. 4...s:oc:l'aII. I 1- ~,,, ~,,, ._--.~:,~- ~," ~," R ~ M ~ "E l~ 0, "'1., ~C~ ~"'Sioi ,....:ot I -.----------r ~:;~- SDE "1 'VA 1CN F ~ .;'!~"'.p~ "STING AGENCY APPROVAL :hese prints comply with the o'orida ~lanulactured Build. ng Act ,1 '979 Constructio" Code and adhere to the 1'1- 'owing ,riter!a: Ccn~r. rlce OCC'Jpa",,; Allowable No. of F100fS Wind Veloci~ Fir~ ~afir"';g or hI. 'Nail. Plan No. AJrow, Floor load "'ppr~ Oat. ~nyf. ! I YI .-'~:3.:~: I ..iL'~~~ o lli';- zS' 7 J __L/Q..m_ 7~~~ HWC TlI\!I(jJ ~~~~~ & o'65OC." ~ 621 ::.c;v-.. ~ '-= ...1<1: ~~r:~ =_ J46'b :> G:: 0') to " ~ :r. ~ z c ~ < ~ U 1'/ <{ > W '-' <{ .... c... ~~ I~ .).. -- :r. I Z I C , :r. i :> I ~ ):: I "i I '.a , I :-... ~ ~ , -- ~ :5 ~ .~ " ;;n I < I u.. . .0 '.J... :0 ~ '-' I ......... ':J .., :;) .J... '--! '- .Z <: <( a::: i u 8 c c ! :r. ::.J Z ---. ~ - ....... - - - ~ , - -.. o rJ) 1""-' ..-- ~ o ---. - ~ .... :c ~ .J.,.j. , ;a:r.~ :::J<( J:J1::< -:r::: X <(- :;; o :5 ~~- .::) .... 0- - . y ~ u.<::: D::; < ~ ILq(P~2573 CAi-DRA~ -HROUGH OL;~ 48' - 0" 5'-0" ... 1.3'-4' ..! . I I . I ~ ~ II J~ I' ,,~ ~~1 '~BOIolIN', 2 i ~ x CL:: AR , 5 I :~ JV1NG ~COV , 7" - d. . . .. 10'-0- tr-~' "13 :C)(.., ,S,~ ,,~ IO~ : . I ! I I I \ BATH I ~ "- i i "- I ~ I t~ 3 ~r 5 \ I ~ ~~~I~~~NNE::r ~II n~1 ~OCA llCN iotA '( "A~,(., ql''''' J j ':0, : ~ , ~ .JOx5.L€: ] ~ ,.g ,qn SOll54 ~Oll54 ~ . U Ys 5Cx.54 ~ ~a 1i ~ Ys sr ; \ \ \ \ \ \ '\ MASTER 3EJRCCM " cI 5 cI ::0 3FJROCM 1;2 5 /~ / ( f co · 5 :x: i '-... ~i STE~EO i ",... n^'" ' -"'...... I ,,,,," I \ ...-1........ co ( I \ \ 21 i ~.. ' S~ cI ~, I E,=.=:' ] 11./ S 21 ,~~ ~ I I ; ."'~ -i I '---@ IV, 4 ~ "~'~'l ~ ~~~S! I :,~ r~E~?T ~ til, 2' : : II "' ~, : I bl' \ 19 i, ~ \ !I 1-3 ' ~ \ ~ \ ~i 4 L4 ~ 1 \ ~ 4. 4). : ! -- -=d l[}fil , :x: '-..:./ H /' 1'1" '" ~="'RroCV .:./'l: ! / I, 3A-- ---' v !....) ( ,1 ~1 '/2' ~ ~( + ~ r.~. 4. :~ co i I I i , , , . ~: ,.r., ... I ~'" 2CO .l, '2C/24.CV. I ( :" ~~....., '" ;;lANE: ~ \~ -~- ~ ' ,~ '" . U "---~ ~(~ IACR":'JG ~COv U I i 2 . .J..I ol. ~..l,. ~RIL j: :R~C\JT '..:.J. 'lA,'<Cf :~ #'S 4. ././ '1\- - -- ...- '-.;../ ,:P T, \ JIS..I'~A$riE.~ .( -C:....E'J OR 114- /'.......\ JINI~~ :C:. ;L.i,SS ~ ._:l~.\-j 2, JCll54 461140 \ CP-. GAR8ACe: i JIS?QSA. :::R .13 I ~_ -.,.r ~ECE?r 30.54 ~Cll54€ I i I- ...!-A.' -1 3/4.. . ! I . . 3'-'0 '/.1." 3'-2- ." -' o. 1.3'-4" . ... SYV30_ LEGem ~ 0 -::. THE 3UILC) NG'S STRGCTlJRAL JESiG.\j SN ACC8RJA ~CE '/V1T1-l sac, CHAPTE~ 15, 5::C-.' 502.2 2. ALL ~,F::;::(IOR :;)ASSAGE JOQ~S iO 3E A M N_ 2'-&." U\jL::SS OTHEK'N1S:: 1'JQ7::D. 3 "'10'A:: IAAY 3E BUlL - ,'J \A RROR :I.AACE. 4. \AAX. 3 S.; =CR CP-. Sl<vUG;-'-S (1<:-0-(\1 CF~ 2 8A'-HRCCM I_OCA7"IONS) 5. ADJI TIONAL 4.0 SQ. =-. OF GLASS\AA v 3E ADCED -0 i- CME A T A~ v !_OCA T ON SuCH AS A S,G.D. OR WINDOWS. iJ A 7'E; -)1 -97 DR'~; STAFF seA .E; 3/1S-", l' CO)::: DCA ..... "j ~C~,.. ... n..u~ UGHT - . C-F.. ~ECE.:;)T j G,F./. oCJcIl .CAF tjGl-- V '~1' ."N ~ CPT. 57'E~EO S?EA~::~ .." '7"-E~l.tCS-" T ^ 3t..LLS- l.H>- 1$ C.CSE UQ-- I 3AT~ =A.N 1- 3SRCClol uerT {)- 3A ]'"'" =AN Ntn-i UCi-T 0J'II~C ~oc'" _CHT S SMCKE O::n:CTOR [} '~,SiDE UGH r L:J SiC~ VS'H i'"AN I. ~ cv::.~HE),D au rs; DE UCH T S S; Net.:': 5'MT:::., a;a ~LE::T, ?A.NEL Bel( ~ N(H S'~ 7CH ir'>. -~R OR FI\JIS~ IAA Tl="~AL :~'l.~~ - ~ /2. Io4INI\,I'J'A ~'1'?st;1,4 3CARO 'NS.4l,-::O ?~.~ ~A'IUFACii.;RE~'S S?~C:F"C" -eNS. o'iAlL - .3/3" ~""'s...\A 3CA.~D "'STALLD "::R "'A/Ill..~ ACiu~::R'S S?E::~!CA 710"'S. ~lCO~ - 3LOO< iLE ~ LNOlE...1,4 Io4A'I' 3E uSED IN NE:: A~EAS, CA."PET, 3l00< 'lE. OR L NQI..E:UI,I 'JAY' 3E INSTAll::J IN AU. O-~E~ A'fEAS. w ... 1() '" o 0') ~ ~ Dttt P1ln Mo. ~ By KENNETH A. ~QOF~E'1' I 1){J;1 ~:I . ; v\.tt. '~~~D'~: . .. ModiW 6vlJd1nl Pfans Examlnel " ~.. ~ C&a1Ikata ~o. 003., ..' ...;:;.-. ;'..,1 A~C AC:::SS L:;;-- ~::Q'~. illlTI- A 7~C A~E:SS, A -,c .l,C:::SS ~Ea'!). :NL" ~~ 5/~ 2 ~OCF ?n)~ LISTING AGENCY APPROVAL These prints comply with ~he Florida Man'Jfactured !:!'Jlld. ing Act of 1979 Co"st'ucton Code anj a~"e'e to the '~I' low ing criteria: C~nst. T ,fOe Occvoancy Aiiowaoie No. (]f l:,t'Xlfl Nil"d'/e:')ci:v Fire Rat;r-q of Ex'. 'Nai!s 0 ?I." ~o. l z_'i{;'-.hS/3 A.llcw. F'oor ~c.d ..._LlQ__ Approv..d Date 1-25-'1/ ......"vf. .jl. c, kl HWC J I ~=:~:~:3.:::: \ ::::L~..$::= [l12l(!l -UCR"', ~,"'til. :M~ . 45SCCA r::s '527 SOU;;' ..""llE .Y!. ::::.u.K'/jA:!.~ f'1. ~,~ HaYES OF' M~RIT, :~C. ?O. 30l( ~6C6 3A,~TOW AIR 3AS:: 3AR r~w. FL8~IDA 053831 loA CO t_; RE'/ISiONS CAQ,t, \A 75.3A 5-5-97 \A763 I PRI~r; i =LOO~ Pi_AN ?AGE 4 /'<90-.2.513 25' -8" 'M0E HOME , 0' - 7 . 4" 1.3'-0' 9'-.3" A-HALF (,3) 2d (2) SW ( 4.) 2d ( 4.) S'N . (2) Z:d (2) S'N I i ! I ! ! , I I~ / :2) (2; 2d (2) SH 8-:.oAL= :2) n I I, I ;..1 ~ ; I. il " f I I a' -0 7 /B" 10' -; 7 /3" I I ... · I 11 - .. I I " -3 1/A." (3) (3) SH !..: ~ 3' - a: NO-=' I _' ALL COL~~N SIJDS TO BE #J Sp= AND Sf-ALL BE C~UED & '4AILED TOCr:.......ER. RIDGE 3E.AM 'viA TE~IAL; 'v1ICROLA\i SiZE: 1 '/2" WIOE )( 14" DES? =OR S~ANS A TO 8 TO C 2. COI_~MN S~DS SHA_L N07 3E \lC-C:-iE) OR BORED 3. NSTAL'_ SW STRAP ON EACH STUD OF EACH COLUMN. 1- 520 STRAP IAA v ~EPLACE SW S-RAP AT F_OCR. 'v1A TE~IAL: 'v1IC,~OLA,'v1 SIZE: 1 '/2" 'WIDE )( 12" DEEP cOR S::lANS D TO :: 4. \4ARRIAGE WALL STRAPPING REO'D. 16" O.C. 'viA TE~IAL;'v1IC~OlA\i SIZE: 1 . /2" W1DE )( 8" DEE::l =OR S?ANS F TO G ... . ., ':/ '4'-7 3/4" ~ I ! ~=- ~! ~il / i I , 4.' - 7" ~ ~ OA It: '-.31 -97 DR'~: STAFF SCA,_E: COD::: DCA CClU~N DIMS. ... ~ARR~ACE L:NE i i i I I I I '; i I I I :8L...~~ :1~S. ~ LISTING AGENCY APPROVAL These print, comply with the Florida Manufactured Build. ~ng" Act of 1 "n Construction ~o'.e 'lnd aojhere to the fol- 'owing c~iteria: Vi f C~('lst. Loe rJccuwcv .~1C3__ AdcWdCI'd '10. of t:'')Qf! I W;nd Vel<)city =jT~.= F;~e ~,:P'" '": of E". N,p, D Pian ,",0. (2..,.'tJ;;~r3 .\IIoN F'oo::r load !:LQ.._ .ppro~d Date 7j;rJ 7 """nuf. . M HWC m\!llCB "1l.3O'lH. !!E.,~,^ ':AJl~ il4.SSOCA 10S \527 SOJ!'r1 ~~1V .v;:. ~~i'\.~',5 HO~ES OF MERIT, IXC. PO. 30X 1606 3ARTCN AiR SASE 3AR iON. "LO~IDA .3.38.31 ~E'/1S1CNS 7 - 22 - 9 7 ~OD::_: \A16J CAD t. 1,4 76JA I P~INT: C:OL",MN PACE 5 /290-25";3 ... ~':.:;..>~, :~-' ,,-. - ~ -, .,.,.. ....::... -.."." .......~.. ',._,'" "- -..". . ~ ... ','-, . -,', " . I I I I I i I I I I I i I i I Xl -.0 N \-- ~'8' 48' - a- ~ ..I. 13' - 4- I 17' _<I.- ~O'-8- r--o- T .. ... I" " EJ I 13 j f' 20 Ii '3 17 15 IJ . 2 I ~ ~ 3 5, 5 Z leNE 2 304 "'S IS '4 I ! )01(40 5.G. JO:x54E: JOxS4 .3C><54. JOx54. 0 i I I I II I i i i I I~. '---- il I ! :; i(f) : lC II ' 0 .., II 1 . :jx5 I ~ax~ I " 2x6 112x5 ~ i I "'" ~ 5 I I I , , I ~I :~ n y u r \ Ii \ ~ !\( ---.J II - : -- " . . . ' , ~ \2.- l I .,. I ....., , 1 , 7 ''- ~ ,} "'- 20 . ::5 , ~ 2x5 ~::.,><.. J.,R ~i<IL ~ , i OXQ r-- ! 3 -1 II 'I : , 0 " 0 , ~, , ~ '5x~ .l0.S4 .lC1r 54 I '~ ; 7 '5 15 '4- !j '2 " i '0 -.:J ..' -' '0" . .. 1.3' -4- LISTING AGENCY APPROVAl. ~,hese prints comply with the ~ orlda Manufactured Build. ~ng Act of 1!?7g Construction "ode l"i acJherlt to the fol- 'O'Ning c,-rt~ria. Co~" T'oe . v' J .=3:'3 ''JCCVP~f''''C'1 A:l;wa-.:l! ,'\40. ~: 1:1 "'-or ~ l V;'O '!ei~c;1y 'JI~:= =~^ ;>,. 'i of 0 ':1:1'. 'Nolts 'I.~ No. 12..~-r:a--25'73 J.,rcw. Floor lo.d --'~lo- "opro""d Oale i~~? ......nuf. ..~.!...t!.\ HVlC , I i i ! 18t , ' r--- !CO i[ li~ ' , ~ . ':21. i@j , '::.:3 t." ~ r 3x4 I, i: i: i I ..... j ;C.5'~ I 3 ; , 5 2 3-:-:)'/4.- iCNi: Z 3A "'S ~'-1 3/<1....;.. I .... JII\!9C!l HO~ES OF MERIT, [~C. P.O. 3CX 16C6 3ARTCW AIR 3ASC: 3AR T:JW. F"LORIDA .33831 )A~: . -.31 -g7 REVlSiCNS JR'~: S;AFF' seA_=:: CO)::. JCA ~OD=: _; \176J "ll3O<!o<. /I€.,'j;.~ ~::;.l It .'<SSOCA 1!:s 'SZ7 SOU:"r4 ...q~ ." ~...r;;,~ i"t. ~S'S CADI: 1,1 75.3A PRI[\oT: ROOF D.....C ~ PAGE ::> 129~-2-5"13 CLEAN M.V. I, ~WASH::R I 2" TRAP Y :ur ......<...t ... l. -. i. 'f ....." .......... 2- ......... ... ---------- F1E:..J INS-A__ED r ACCESS ro '(OjT ::>~OV1CE) UNCE.~ 1\;a M. 'I. TUB ~/2' , TRA? 1 1/2" M. V. ""RAP ~ ... ~J1 1 1/2" i....... ~.... _" V T ~... .........2. J~~' I \J . ""Il ...... .. ~ .........~: \ ..."~",, SHOW~R ""..." L~~~ . ..... ,)."," 2,~ 2:..A ......... ,/ V ~ ' '-..()<' ~, /.'" L T. ,:,~ W.C. '...... 2" )....../ <::) "..... ",/ ... , , , ~ '--..L~ ~, . ,,>" _ T,T.~ '... 3" J..." ... , ... , '~~ ",,)f. L T.-.'\' J.,," , " " , " [f" " 3;" J. SAlt TE~ ... , ..........~ " J"'7 L. i. i. 'f y, ... ...... , ... ", ,}- ... , , , , '... , , , ... ..... I ~ ~ .~ "'~-';' . ,/ " ... ... m "... ~ SiNK ......./ "...... r~2. TRA? 2' ...,,'" "", J' \.,~ ,.,'" '.......... ~' " ....., ... , , ... A' 1:f"" ............. '... , '... SENE~ 3" V. T. R. .Jl IA.V, IA.V. rr lAy:' /f , ',fZ. I ""RAP 1 ... ... ... 2- .," , ...... , .. ... '-<.,>r'" W. C. A. "r----, , ,.,.~..., 3 ---.,.......... - I. , j ... , , _ T. T. .,.. '" 1 1/2. "',3' V T.~. -J l . ...) LT.-." y... , ,. ................2. . , ... 1110 ... J " '... ,~ 2~""'" ;.(c V~ oJ J- ...."'" 1 1/2" ......V ~AP D. W. V. SYST=M CLEA,~ Ot, T ~ DA it: 3-7-97 DR'iII: STAFF PA~::'lr \lE'N COO::; DCA LISTING AGENCY APPROVAl. Tne~ prints comply ...itn tht Florida Manufactured Build. ing Act of 1S>79 Co~stru:t Or. ~Ode and. a"~ere to th~ '01. iOW I ng er.ter'a: Co~". T~pe Occ\ipancy AiroNa~~e No. of Flcor, \Nind Veiocif-v Fir,! ~ilr . q -:;r 0.1. 'N,lt, .....0. ......,. PI~n No. 1::2...S..~.~.~.~ 7 3 Allow, F1?O. Lo~d ..._~P...._. Appro~ Dale ~~~...:.:J 7 ""-'nvf,IJ..JL,_f'!::... . HWC vi ..3'3:'.:' I .. ...1 ( 5"...... r.u~(jJ ..~Ij. 1fEil)j~ :Ail'U .o\SSOCA ~ ',U1 SOU~ ....q1U 4'l!. CI.!)..iNM T!.~ Fl. ~ 11l HO~ES OF MERIT, INC. P.O. 30X 16C6 3ARTO'N AIR SASe: 8ARTOW. FLORIDA JJ8J1 RE'IISiONS CADI: \A75.3L MODE_; I PRINT: D. W. V. PLAN PAGE 7 1,,-175.3 /2QC, -2.573 HOMES OF MERIT, INC. DCA T~E FOLLOWIN& ?RINTS ARE TO ONL Y BE USE::::> WHEN STEEL ~<.AME ~.::MA I NS ON HOME. (,.<.OSS SEG T ION P A&E ~ FOUNDATION PAGE ~ HOMES WITH STEEL FRAME B~OGK AND ANGHOR PAGE ll- NOT:::S' ALL FQu~DA7iON GOi\STRJG T,ON. V1A-ERIALS. AND !t\6TA_LATION Sf-'A~_ BE IN AC,C,O<.::::>ANGE WITH AL_ APPLICABLE STATE M'"D LOGAL C.ODES. 2. -IE -DOWN STRAPS TQ BE : - ~/4" X .035" -"'PE -1. ::'!NISH B. GRADE 1 ZNG SOA-ED STEEL STR,-\P=>I\0 CERTI::' ED B'" A RES, STEREO ENGINEER OR ARGHI-EG T AS CCNFOR~!\JG WITH ASTM OJ9SJ _a' TiE -DOWN STRAPS AND ('OI\I\EC T NG ~AR::JWARE Sr-A_L HAVE J IS0~ M ~ML..,M WOR<. NG CAP AGI TY, J, GROl"ND Ai\C~ORS Sf-1AL_ HAVE JI50:;:~I\IMUM WCR<..:NG, GAPAGI;v. A'JD Sf-ALL BE I~STAU_:::::J I\J ACSOR0Ai\CE WI-H ~~E ,~ANUFAGTURERS S?ESIF CATiCNS. :JESIGN OF S"ROUi\D ANGf-'OR. iNCL-JDING SHAFT _ENGTH. \.Ji..h1BE.R A\JD DIAMETER OF HE:.-IXES, ETG.. TO BE AS S?ESIFIE:J BY THE GROlJ,\JD A,NC,~CR 'IA..'JUFAG Ti...IRER ~OR T-;E AG -UA;... SO IL TVPE ENCCUN-E,RED IF T -E ~OLD ING OR ?1-iLLOl.JT ::AP ACI!"1 ES OF GROUND A\G,-ORS ARE BELOW THE 'I ALltE: S S=>ES::' EO ABOVE A ARGH I TEG -/E'JGI \JEER MUS-BE GONSl..L TED FOR AN ,AL TE.RNA TE ANCHCRA0E DES: GN. 4. i-BEAM SUPPORT PIERS MA,( BE I.'JST ALLED LA TERALL v (~O' ::'ROM T-1E OR lENT A -ION SrlOW\J QN T-iE FOUNDA T!ON PLANJ. 'AUS 7 BE i_OGA TED 0 I REC Ti_ Y BE_OW THE I - BEAM CEi\"'-::KL: NE S. :NST ALL BLQC<' po I ER ON EAGf- S DE OF ALL EXTE<. tOR :)OCR OPEN NGS. ~ANUF AC -ltRER'S RECOMMENDA -I O,'J ONLY - OPT CNAL Wf-E,'J N07 Sr-OWi'..l SLIGH!" AD..;l6TME,'JT MAY BE REQU:RE:J TO INSURE OPENABIL/TY AFTER iNSTALLATION OF' BUI~_DINGS GOMPLETE. 6. -::E F RST TiE - DOWN STRAP FROM E\DWALL SHAL_ i'..OT :::XGEED i/2 THE MAXIMUM SPAG NG INDGATED. 7. ALL PIERS SHALL BE CONS-RL-G T:::D OF 0" X 5" X 16' CONGRE7E ~ASONRY uNTS GONFORMI\JG TO ASTM (..00. MASONRY UNITS Sf-ALL 3E _AID N TY=>E M OR S MOR T A,R OR COVE.R::D WITH ?v.RF' AGE BONDING GE,ME:\rr iNST A_LED ,N AGGORDANGE W TH I-S LSTING. PIER ::'QOTiNGS SHAL_ BE AS DES(,,<.IBED ABOVE. B. ALL PIE.RS SHALL 5E SAPPED W TH 2Xe, SYP PRESSURE TREA;"ED SILL PLATES. FULL I_EN0TH OF' PIER. : ?AGE e, {29~-2.573 Det:'2~' JJlI3C!J HIl30RN. ~~sER. CAAr:.R ~ ASSOC: A TlS , 627 sro rei '<I"'Ri..E A 'IE. CU:AR'NAT~. Fl ~15 g. S SQJAAt; ~::E' ,.E 1 .~ ~..A ~ .unc ~':lU.'CH TO 3€ ~O€D i'1 Sa,H ".,.0 ~OQ; ~ ~IROCf' 'f'O( ~ SKy urt CPl1Q1jS. sa: f'1.. ~ ULC'S :Oft IoIAll "ll.O'II'A3tL. Gt::r..ct=?AL CROSS se:.T10N NOTES CCNn"l\.OUS ZsJ s;>1' P ~oa: EAo- ~J.U sr.. .NS~"ll. lIilt. J/!" . !l" ..Aa SCREWS STACCVO ~\1 Sl~ '"'0 5<01;; AT 2." O,e. IMX:Wlol. '.AG ~WS \lUST i>C.)IE7lU Tt ," IIL'<IoIUW 'HO ~r ~ ~ss. ROOF 5'-€ATI-<ING ?ETAIL ,.5 FN'SH "!ISC:A v ( -&:-3_ I ~T~~~ l. ~ OI1-t~ Sl"{CFoE). ~ S-;u:l. 1-3EAwS l#J5T C!M't111;11 AS'" u.. ~ S~CiH . J8 G OlC wAI.- 2. AU. ~ SCI'lEWS .o.NO n ~ IAIsr COlolPL 'f lllN ASnI 4J07. "'~Sl/ASVt: 31 1&2.1 .l SEE: FCllJNOAf'C14 "'.AN FCR "u. FO"~CM.CH fAU. .11)10 "'E: ~ AHQ-ICAAc;( ..ocAnOlOs. CI:tl0ITAra.s. ""0 SPECf'!CA;'IONS, : AS~ ~~ 3EAW TO !:ACI T'RI.JSS .. iH !itO :.LSS :H~ S- . 5 t:A STA?liS M1r4 1. ~AllCH i/l41O ~SS <1,.a :>os~ CR EQUlVAlDIT ~ I>S~I"IC. ~ ~~ 3EA.\I 7/15" ~l(.lIr-..o S7'tMO :lCNlO.. ,"ro ~111HG ~. 1- Z4/15 -0 :IE 'ASiDlED ;1) 7RUS:SU t11r4 '5 :A 7/1~ CRC'lW'I 5~ A;>U: :( lIlt' ...! G .CR EQ.,IV Al.L~ T U 4" :l. C. ~ EOClS .v.o f" o.e. !oj "ElJ). OF" .'OOCE ~T CR on.(R ~ '~T. I.S1O D/C:llo:REn ~ AT 2"" o.e. "tR XA ~AOC.lCt: ..lS~I) ~ illIJSS ~ LOA~' ..'IE: -CAJ ZO ~ ~ o-o~ XJ.D l.CAQ 5 ?'SF rtP 01~ .."IE: ~o '0 "Sf :30~ ~ XJ.D l.CAQ , ?';F :30 TTCIoI O<RO 3...m.L "lSTAum TO :<(Ej> ~ l19..UiIOI'I RCU ---, 3I..00tNC ~T AREA. I ~-Z2 :HSUU.llOl'j (81C-'l '2 -311.. ~OCF ~<1l/C ~~ 7/'S" osa. U~ ~~HC..N:\A;W EXP.-' Z"/"5 - SCL ~ ~ ~''IC: OlPAlL sa ~".A.e. i"-'H ~C OUCT Sl"tCJ'1CA'1CH5. ~ fjI~ 2- IS SCRf:W Ilt()() SCR'ENS 2XJ IJ ~ fOP "'.AiE 11/ $lIU..AR ~ I<S SlOEWAlI. zs ~ . '-1/2'" SrErl. S~ ~... ~ss ro WAU. mo J.H:J/CR RCW ~O<X 3(Al,I -0 1I11U. S7V0 "r '5" CR z..- o.e.'1 T- ~5 CR " ~ . ," s'~ ~ S-:-:lAP 010 "1.,,5 S7lW>S "T YOIM: xu.~'1S ~ ~ ?I..AIt ("'\1>'CAL ~01 1M.~c;( 11lAU.) '- ~~.'1C: :u is ~I>STL>'u) ,..CO ~O..AL. ra> "U~ t1-:-,< I' CA. ,71'5" ~ 5TA"'~ "'~ ,. ~A~-CH .":l.c. CD~C ;u: is ~1>S:t)lD I4ro SlOC''''Ll. :t:P "t..l:: ..~ ~5 .:A I ." ~ ::l:tlX"..f: S1\;05 2s6 SlA?'..f:ljl1r4." ~~~rCH ." o.c. S?C' IJ AT '~ OR z.." J.e. ~~ 1M /1:XmtlC't IIAC. S~~ 3fW::NG SlOOI'AL..S: 3RACIl<G ;'IST~T1CN: S~R-"J. *A <HI'<C SHALl. Ca<sl51' OF A . 'tlQr ",,,I.,, 1IIIO~ s;ur D:~C C:;;Nn,vous<'y ~ ~ '"0 3Or-':W "Ul! 11I1'11 AC. Si-'o. ~~ ::000 '.:(~ JI.." :.1,141\01\'101 ncw ~ OF ~ .os~ 3lUi:NC Sl-<AlI. 3E ,-XA r:J:l ...S :u::sc: -0 ::A~ ~~ ~ 3UL.:/NG .os ""'...ssau; ....140 ~. C.e. \IAXlWU.... D<ClIl'~ 3RACHG .'1ST Al;...A i1CN: S~RAl ~<H'G SHAW. ~o '~n....VOVS F"RCW 'CP ~ ~ss 'CP :>~ ro J/4" "NWUW F_CW ;-cP OF ~ .as; "'1r4 All. ~~HC: OCES SU?l>O'l"Ul 3V 2'" '1CU."Al. c...~::F :\-<E !WoIE $I ZI: A~O ~ I>S EX1tRICR MLJ.. ~,'",(I."'C. 2x5 Si'f f2 flU Tt. Zd Si'f f2 3l00clllG A l' ~ "'..A:: 3UT" .oil rs samT "'n-i ~T AlPINf: iIH - : 5 '....'RRlCANE SCAAP "/4-jIJ . ," ..000 SCRE'IS ~ S~AP :Jo4 (~ S100Ail) CR ::OU'V"Lo."14T '., ...... ., EI-:::'~ t'ALL '\' 51\.105 2s6 Sf'C IJ .... AT '5" OR z..- 0.0.. I I i ~-:g 'oSA.A11C/'C J ./ (AAi'C!AOt . .. ..:. a i"EACE't ~ ...?Q~ 57R\J C 1\;~!ol. ~.AOCAl7<: ~c.o.l. "''lOC_, SE=: '1..OO;:t "I..AH -"'CR ~OFCA ilONS ., o I :. 'f-"- l"'?O eN. 30 n-i 90ES \I"~"'<X 4"ll. 2xJ 5NOS IJ Sf'C ~A,:E '5" :lo1 z." o.c. SIll.. 19I~2 S-~IlO-.-=tCCR z:l o.e. :~ :g/:U :l..s.a.. EOUVALLlI I 30TTW "U l! 2x5 SP1'" #oJ ZS :4, . '_1/2'" SrEr" S~APS ~ W.lLl. SM "0 ~ .a51' AT '.5 ~ 24- :l.e. If/ 1_ '5 CA. . ,- SlA?'LS ~ S7RAP 0<0 ?Ui5 S71UPS "r ~ ~u"''''s ~ Fl.OCR ~.A.I4. ("'\1>'CAl 1:A C/ IM~'" GE WAil) J.e. 30 TiCW ;)o..A l! 2lr.l s;>r ~ 2&CA t , '(t" STO:!.. STlUl' f"RO\Ij t'.eu S1\JO -0 F'...ocR :m.I ..oIST "T ~ 51\JOS A.'~O 15" ~ 240" J.I:. M1'I1 7-' 5 :4 t . - ST.o.t'\.LS ~ mAP ~. [T'\1I. :>>OClI'AlLS a O<CWAilSl ~w ..os- 2d sr>1' 12/11 \/0 SPU~ )-> ~ '.. :i)'p l'<l.A y -4 .ll- N"O'. ~~ 32'" - "...ocR .om Zx4 SPl" 12 AT . S-:l.C 3RAC~a 4A ~A~ ~/5'" Ai'~ ~ATO ~(A<H'IC aP. " EXP. 2- 1:XT~ CR 3/5'" 4P" u;m SlONe '.:(T. OA 7/'5 J.5.3. ~A iEJ) ~ 111NC EX? I. : As:;DjElJ """:H '5 CA S'A?'..f: (1(1/15 ~ I 1 '/2'" ~~ .CR EOUIVAU:.... r ." o.e. m<:U ....~o ~ J.c. ~ -"E "El..), ~ '/5" S~Cn...v.l.. ~ ~~c-i>l." ''''STE.\IED ..'" 'S ~ . ,. . 1-1/... STAi'liS so C.e. rocu ANO S" O.e. .~ 1-<E :ELJ. LISTING AGENCY APPROVAL ~hese prints comply with the "Iorlda Manufactured Build. ng Act of 19n Constr\lct'on ::::ode and a<jhere to the fol. Ow I ng criteria: Con st. TYPe Occupancy AJlowaole No.. ~f Floors N;nd Velocity Fire R3(':ng of Ex!. Walls 0 Plan No. /2..(iLo:~5 13 .l.,llow. Floor Lo~ _~..__ App(o~d 0.'. 7'2 5 -'3 7 ~nlJf.~r:j HWC OUmlCCD 15"-0" o.c. I.lAX.. ~OolBER ~-tJ" o.e. -'AX. 1-1/4- )C 1 ,/..- X II t:A ~ jj[u:El) '0 ~oncw '::F I-~ ANa ~1>SrD/ED to i'UlCR ..om M r~ "/15' X so ~ SCRE'fIS (7'l?) -3V.W - II' an. OR "'ed :CP"'Q/Al.. lIed.S FOR llOOUL:: . ~G1l-S I/OT ::XCO:OIfo<O 40 'T. /""c<lO..lofJ 'IYa Sj'1S"Ll'" ~G SCRENS M~ =1..ANGt :;up AT ~C-1 f1.OC~ ..os T (7'TP'CAl). ?'OS f"O -3€A1I P'~ sa FOIJNCAnCN :>v.N FOR DE-AIlS. ). .....J NSTAL., Zx4 SPf'J2 \lINIW\.i1l 3EA.~lla 3lOOC ~ f1.0CR ..051' ~NOEj~ "u. cauWNS rl.AV,NC " :RS. T,4,R'" '.OM OlST......a: ~ ~r~ ~....~ '2 ~,.. ~RO "-l.::-'C \lAA~Ac;( UNE ."STAU. \lIIIl. 3/5"1f LAa ~NS iT Aca..'lED fROI:.I SlOE TO SlOE . .)2- 0. e. IWCl.Il.." LAC SCR["IFS "US; ~e:-:-;u;;: ," ItN......" iN70 AD.;ACVi T ~oovu: ~W ..<lIST. INTER O~ FNISH ~ATERIAL EXTE~IOR FINIS+- 1-'!A TERJAL C8l.'/C . '/2 NO< \IN:lIl.i'oil ~" 3OARO ,,.Si.t.U.O ?ER loIA.'lUf'~ ~CS1CA T10td (~ FlNlSi<) .AU - J/S ~ 1lllH.ww ~ 3CARO J/S 110< ~NlI\N 'Il~ ~ ~ 3CAAO ~ 8A~ Fl.OCR - 3LOQ( 1'l\.L eft i.J'IOtL'~W iii 3A ll-iROOlll ANa 0 I1-tERlfE T AREAS. ~. 3LOOC llI.E. :It Ula.L'JW ~ AU O~ AALAS. f1.~ nNISH \IA., Elf: ria.) NST AU..iD .~ - 45P"'-"J.T CR l"atRaASS SHlI/CUS )jSTAlliD ~~ \lJoH,JF AC1\;~ Sl' E c;f1CA TICNS. Y1lNCUS s;. Ail 3E iNSTALJ..E!) O'V(R 15# FUT 2 I.A Y8S FCR "lTCl-C 'JP TO 4/12 ANI) I c.4ltR FCR 4/12 ANO S~. .AU. - 515" 11- II Ai'A iU I'm ?......El. SlO<NG CR '11'l'l'l.. ;;~ZCHTAl.. l.4P SlO>NG ~T...lJ.(O ~ \I#UACTIJ'lt:'l"S ~QF1CA7IOljS. ~Q( ~ SNcco, CR on-a J.PI>~~ '1HlSH S17! iNST.a.u.m n 01r4ERS, SI.;a..E:CT ':"Q LOCAl. A?P~O\I.ll. :-R\.s:sES AT z.." o.e. 1I"'1l ''''Ll. 5i1J05 H 15'" C.e. __ S; NCU: TOP "'.A it 1 I ZX5 SPl' P 3lOCX:IIG r l>S-.:NEll I */ ~-1%A lC 2-1/2" ST~ (A01 END "T AU lCP "U1t auTi JCl;NTS. TO? p'~re BlOCKiNG DeTAIL JIllNflI HiL~ f'CRN;~ C-.A-R~ c~l...r6 lbZ1 SO;T'~ KY"R~ AYE. ~~ fI.. ~16 ~ j:: ~ . ~ \J z a f= 0\1 lU J)lU \Q :,J) < J)Cl. a lL o 0 z ..... (j .j", ~ ..... :.un ;:..... ~.nn ~ < ::::J .<) D .( :E -:t~ )(<~ ~r..1 - (jJ. 0 a"'r rn ~ta Di J::::J .( :E D 0 ::r:: 1;l1~ -2.S 7 ~- 48" - o. ~.. ~ '5- WIN. 32- WAX. 5'-.' r- "AX. S?M,NC 01' ,-",," BUlO<JNC < , · '1 r------------'----------------------------------l ! I I I : I I r- -$-ID- - - -ffi}- - - ---tll}- - - -.m- - - -m1- - - -HJ}- - - -ID- - - ~ - - ---{Ill.. -t-- ~ - SEA... lOCA nON I I I '_ j9'-". ro 29"-4. fO I I I CENTt~ 'Y ~~ COtTER CF:CU:lIlN I I I IJr-). '0 ,...25'-'. ro r-:=,r--,. ro I I ct... ~ or CQU; Iolk C(N TER CF ~"'N :t~ ~ CF COL.;IoI)j I ~ -1B:1-ID- - -- ---7ID- - -frP - - ' ! - - -mr - - -fID- - ---E- - - -fID- - - -$- +- t--SEAIol lOCA nON I . I; I ~_--L:~__ ~ ---___li!J_________~ -------+--~-~~!A~UNE I ~C B OOD ]] [B] ~ -COlU\ol'C ~I/O A.I/C:..,CR I I su: 9l.0C< ANO N>lo.oR )::T AILS I L ~- - - -1ll- - - --i1{'- - - -ID- -.. -tiU- - - -aft - - -BJ- -.. ~- - - -4- --L..- -SE:Al.l LOCA110N I ",,-: I (T"?) ?lER 1'l'?!;; A I I su: 3lX;( "NO ....\j01OR ;€:TA,LS I I I I A I I , i I- -{ffi-B]- - - -@- - - ~'- - - -ID- .. -iID- - .. ----ffij- - .. -ID- - .. ~- - .. -1{'- -+-- -eE:AloI LOCA nON I I I i L____________________ __________________________J A 16" WiN. 32- WAX. . '" .., . .... I '.., . N ;Q . ;Q ~J:l ~ . ~ .., , .... I '.., ~:: 3LOCX "'I/O "..~01CR )ETAiLS ~ .f t. rrP. 3X'15 COIotCRET! 3LOCX LoNUSS OT'ri€R'M5e !'torm. 2. =u.JNCA nON SHO'M'j S F'OR '4lH.. SCIt. aE:ARlNC CAS' ACllY 2000 ?SF. J. :::NCRE~ CC1lIPRESSi'vt: S~'7H 2000 ?Sa .N 25 DA'YS. ". SOH.. 9(AAlHG CAPACITY SI1C\llN OH 1l1IS ?tA~ IS 2.000 ?SF. if ll1E ACTUAl.. SOil.. 6€ARlllfC CAP....ClTY is LESS n;~ z.ooo ?SF. A .t..RO-tIn:CT~QNE8 lIUST 3E: calSUL TtJ ~OR RE~:RED 1>1.. fERNA rE FClJNOA TlCN DESl~. ~OOTlNCS SHAU.. BE i"tXm ON ~-EX?.&.HSM: SOILS ONLY'. ~. -3EAW ~T ?!t:RS WAY' BE OAY-STACX CQjSTRVC1'lCN WHEN ~m.'( ~ESlQ;EJ) 'fINO RCiiS~ ;;>tRa.lE1U .Cl;NOAnON .AL;.. ~ SlC~T1)jGS :HsrAlUD ~ 9OTTC&.I CF Fl.OOR TO CRACE ARO..NO ~nRf: autlDiNG (3Y 01l-l(~ SUUCT TO LOCAl .JJRI5OC11OH Ai'~VAL). :Ql.;lolN PIER IollJsr ~ _OCA rEJ) ON COlWWN ..OIST. Ct:lI..W-. J04ST rcli/C!J ~ ~~ c:M"t:R . 1.AOCA TU 'an 5O.JTlo ,.,...u "'W€. ~~f\.~" r' \ :;~~~.;a \ -'"-:::: .......~ .# .~,~... ;'\." t ~ ~ ::I ~ o < u z ~ ...J .. !l. z2 Qw .....U <(< ~[l. ::> o L.... z % 0. :II ~ (ii 5 w 0::: I") r.o r-.. :E -J .oJ '" 1- ,0 I~ I'- ~ I _ (Q - I 0 ""I~ -< :; Q >-1 z .. w w c:: a < 0 11. U ~ z < Ox: o 0 u z ........ 0 "" ~ ;Q w., ........ :II"" ~ 8-< C::J o:D< ~ -0:::0 x-x 0<0 ~ o~::;:: .0 0 0>- 0 .o:::~ 11.-<0 rn 0>- 0::: C::J < cr:: ~ 0 ........ ........ I L'10- 2513 MA,~R i AGE WALL COLUMN SiRAP MASONRV TO BE LAYED UP Wlif-1 TYPE M OR S MORTOR OR WITH A SUR.::"ACE BO'lD'NG CEMENi. (SEE NO"7"E is 0;::- F"OlJNDAiION ,::>LANI I - BEAM PIER oXoXi6- CPE~ G:::LLED OR SOLID GE'AE~T BLOCK [TYP) ,~ADIJS (',--IP~EOU!RED r · , " DETAIL 'A ~ I I I : I of; ! ~ I. : .: : MiN, :2 [FOOTIN0 l..OGAiED ~ " . .~: r- BELOW F"ROS T L I NEl ---l ~ ~;. (,OLUMN ANGHOR .f GRIMP SEAL ()lS0~ WOR<.IN0 LOADI ....URR:CANE; STRAP SIN6L=: SOLID oX16X'6 CONCREiE FOOT INC, OR DOUBLE 4X'oX'6 GONCRE TE PADS SECTlON 8-8 ::"ROM F"OUNDA i: ON PLAN DETAIL 'A' I EX-:::RCR SiDEWAll F" INISH ~ GRADE' z x -< ::E ~ ~FRAME "7"iE -DOWN STRAP A.ND ~ GROUND ANG~CR AT. S O.G \AAX. (TYPl /. 0ROUN~ ANGI-CR J'SOt 'AI'I. DESIGN '_OAD. I iMIN. \2 (FOOTINC, LOCATED BELOW FROST U~El S~AOILlZER PLATE TO BE INStALLED AT ALL FRAME i ES [UNL:::SS l-uRRICANE ANGriOR IS ,--ISiED FOR A Jl50i AN0ULAR LOAD W1r-iOU' STABILIZER PLATES. SECTION A-A FROM FOUNDAilON PLAN MOR i A,R . . 01 O! ::>'.-AN VIEW SEG "ON S N0c.-E SOLD oX16X16 GONG,~ETE FOOT IN0 OR DOUBI_E 4X :6X 16 CONGRETE PADS PIER TYPE A FROM FOuNDATION PLAN ::"ASTE'I /" ANGHOR tE1r-l lJI-., "" I I I I f ,-JI I : r ~ I . 1 j TO HEAD NOTE- REMOVE Al...L S'_AGK FROM S -RAP LOOPS HURRICANE STRAP FASTENING AT I-BEAM UJ\!I(jj HILaCRN. 1IIE'lNER. CAR -,;: ~ I: ASSOClA TtS 1527 SQUir4 \I~lU A'vt:. Cl!ARWA ':E.~, F"l J4&15 ..r l:n I::::! N I; = ~ ~ I~ "Ii. :0 ~ II ..- -< .- u tu Z lJ.J <( <.:> <( Cl a.. z <( ~ IU :0 ....J ~ :n .:: z z 0 ~ :;;; c.. :> .oJ ~ (Y) --3 ,..... ~ ~ w C 0 ~ .... C) l;...1 I < J1 l;... , U <' I f- a .., :n I w .oJ Z, ...J '.... - - I < 0 -< c: . u 0 ~ a (/) u u z >--< 0 ..., E- ~ .J.J"1 >--< :a(/) "1 ~ 0< ~ \0 CO < ::E -a::c x~x o 0 r- :D3:- --.. .o~ 0 Of- - . ~ 3: 0.<0 rn COf- a:: ~ < ::E CD 0 ~ /..11(; - 2575 HOMES OF MERIT. INC. DCA HOME WITHOUT STEEL FRAME FOUf\DA TiON f\OT:::: T-E FOLLOWING ,~R I~TS ARE TO BE uSED ON~ Y WHEN 5 n::E_ FRA~E I S ~:::MOVED FROM HOME. C,ROSS SECTION PAG~ 'J ==-OL.:NDA T ON PAG~ 14 :JETr\ L ::>AGE 15 Ai'.:J '6 NOT:::S, ALL Fout\iDATION COl'.STR\.JCTON. 'AA-ERfALS. AND iNSTA_LATION SHA~~ BE II\J A('('O,~::JANCE WITH AL~ APPLICABLE STA TE AI\O LOCAL CODES. 2. SOI~ BEARING CAPACI-Y SHOWN ON TH S PLAN IS 2.000 ~SF. IF THE AC TUAL SOI~ BEARING CAPAGI-Y IS LESS THAN 2.000 PSF. AN ARCHITEC-/ENGINE=:R MUST BE CONSUL TED ==-OR REQUIRED ALTERNATE FOUNDAT ON DESIGN. ==-OOTINGS SHALL BE PLACED ON NON -EXPANSIVE SOILS ONLY. J. V1INIMGM CONCRET::: FOO-II\G COMPRESSIVE STRENG-r- 2.000 PS AT 2~ DAYS. 4. ALL R:::NFORCE:MENT BARS SHAl...L COMpl_v WIT..., ASTM A6'S. GRADE 60. RE I~FORCEMENT BARS SHALL 3E :::QUAU_ Y SPACED AND ::>L..ACE::J WITH J CLEARANCE FROM 30TTOM AND S IDES Or:: THE FOOT ING. LAP SPLICES TO BE 40 BAR DIAME-ERS. 5. TIE-DOWN STRAPS TO 3E '-114" X .035" TY~E-l. Fl\JISH B. GRADE' ZINC COATED STEEL STRAPPIN0 CERTIF ED BY A Z:::GISTERE::) Ef\GINEER OR ARG-il-EST AS CONFORMING WI-:-H ASTM DJ95J -91. TI::: -DOWN STRAPS AND CO f\.i'.::: C TING HARDWARE SHALL HAVE J150~ M!NIVUM WORKING CAPACITY :>. MASONRv UNITS S,-ALL GOMPL Y WITH A';)TM 90 1. MOT AR ,;)HALL BE TYPE M OR S. I PAGE 12 UJ\![/C!I HIl3ORN, ~~SE.~. CARi:.R ~ ASSoc. A T!S 1627 SCUfrl I,lVR'U: AVE. CU:ARwA't:R. n. 54015 5~E~~ CROSS ~T10N NO'CS I. ~V6~A;O~~~T'~'T' ....,.~ AS11"t ~. N6l/~ " -.6.2.J 2. 5e: Fo..tDAr'ON F'VIk ~ "'5". FQH:1....1OH ~ ~ 1lE DOWl ~ LOC.AT"06. ORlE><1'A,;"~. ~~iF1GA~. ~ ~ :!6T~ TO <eP' ~ 1-a.lAT1O'-I f"lGM ~.l-6 verr AFi!!A ~ .......A<::. F't.AH aiL "6 ~1' ~'G.'\T1O-6. '.xb ;= 16' ;= A5G.lA SOR"'T ....~ Y9.1' ~"""-b~S~~~'(I. f'COIO ~ ~ S~ ~ r-<>. 5I~ 0It :a. N "L~. I I .. I ..~ ;~~ 20 O~. ~ ;d~ o.sa EaJIV~T. ~Gl'" "'..... ~ 21Ib 5P'" ~ ~ M. .. I ~. S1El. 51l'VP ~ ~ ~1'1.0 :0 ~ ..GIST A~ ~':'6 Sl'\D5 '*0 ;t)' cst 2-4' O~, I'II~ ~- b M. .. ,. s.~""'-3 "'9t STlVoP ElC. ~50~1 ~ DelL ~ ~,. 206 S""'" 02 rY !C 5P'_ITS 5. > INTER! 0< F: N I S1-+ '-1A T::R: AL ~!L.;t6 - /2 ~~)o4..M ~ '?JONlD 'l6T~ ~ !'WU'N:.~ ~'G.'\1"I06. ~~ 1'~6-!J ;v.u.. - ~ ~ ~ ~ f!IONl:D '<t) ~~~~~~3O~ ,..~~. I'\.OOl't - !:ll..OGlC 11Le OR L..l<;U!"M .,. ~ T'ri'lOOM ~ O'"\<elt lET NlIY6 G..'IRPET, ~ 111..=. :;:It W~ N N..I.. ~~. ~ ~ "'"" ~ 1'1!l...:7 ;N!lT~ ~RJOR ::11-\151-< l-1ATERJAL ~ - ~,. OR F1~ 5HiN6U5 :.61'Al..L.9::1 ~ "'AHI'I>G~ ~1'1GA1"106, ~ ~ /:Ie 161'."Lu:D ~ ~ ~T' 2 LA~ ~ P'Irc:.res '.P ro ~ NO 1l.A~ I'(;IR ~ /YO ~~ ~ Fa. l' ~ OR ~ MA'T' ~ fll:!.j ;l6TN..U:::) N..I.. F'.a.;, ~1' ~ 1WOAl'6 1'\151' :lE :l6~ 1'6) '3'T' IYL.. -~' ,.'HI.APA ~T8) PMa., 5IDlk!lo oR ~ ~ v.P 51'J1!06 <I6,.......L..I:l:1?!:R KN4.rN:.".,t:;es ~f'IGA';"~. ~ ~ ~1iIGGQ, OR ~~...P ~nc.5I-l !>Ire ;H)1' ~ !:rl" ~ 5La.l:C'1' Ta ~ APf""I:OV"'-. ...~;..~ ,~"'". g.o ~~i'E!'~~OF A-:-"'G v:!<TU~ -0 ae ~ Sf~F1"~~~~. 5IC'!' U,-; '7'"" QIo6. se F' _ ~"f' cx.c..., /'OR ""AX. ~ Si~ "6T"'u.. ~1'4. '/&' .. So' U6 ~ ST~ ~ 5<OE TQ 5ft;lE AT 24' OG ~.U6~~T'~~ ,'~ lo/TO AOJoGe(T ~~. ~ ~ ~., ~D6e ~-w,," ;=A5~ RII?lSC ~ TO u.G-1 ~ ....n. 'C L~ ~ ~ 0 M. 5TAP'~ ,...~ /' ~ 1'1G1\i ,')(7t) ~ 1Cil'6 "05T OR E:!VV~T .A5~I06. ~~~ a'L../6 T1~ ~ ",A6~ :)(TO ~ "'tIP "U\~ ...n. ~ 6.1... ~.'/l6' ~ ST~ I11'li I. ~rAA~ .. OG c:..!!'t,.;16 T1Le ~ 1"~~':1lI"'O ~L ~ PO~~...r'o< !> (;A. ~ I' ~ ST~ ,..no I" ~T'U<~ .. ~c'. CR;~ s-.os Qi6 ",. ., AT -6' oq ~' ~t:.. ~I'l,~se:~ P'I.A~ !"QR ~.r-IGA 1"106 s"L "".....re PER ~ ST"'lLG-~ ,,~ CR:'-'~ S"".os 2:dI ::P!" ":3 ATb' oq 24' OG. ~r~ ?'~~ 2d .,.. ., "4 S'f'"O ,'4.,A'" 4.&- r-o ~'T'fi" /f ~ AT 24' O~. IV II ~'~'~'.A-e I ~ s"..os AT 6' Ot:.. ..... 2Xb 5i"''' ~'),6 ,."6~ tV ~'56A )( 2-j12" ;.TAP'..5 ~ eo M N.- TOP "'-^'= ~ ,,01"7'5, -CP PLAT:: Bf OCiC::l-6 ry:-AI! '<COF S+-EA ThI~6 ::):TAIL ~ ~ veer Ol't ~ ~ veer. L.,~~ el6~ ~ AT 2.' O.c.. ~ OG,A. p~ _~-:-e:;) ~ ~ ~6Iol L~ ...~~20"'5I"TcP~ :;'-J-Q LeAD 6> P"I Tt;P ~ ...'Ve .0I'0D 0.."",. ~~ cx;:l'O :;'-J-Q '...01'<0 S ~ 3OTi~ c.r<oRP - 't-n ;~T~ ~ 2 I L ;.-~ ..o;w-:; "6' Ot:. "'iI't. '-6' ~.Jtt...J{ "116' ~e.TE:7 S~ 30#0 :05aI. ~T:D ~~","6~. -2<l(!6 TO ee .~~ TO ~ ,..-rH 'S GA. ~116' ~ STN"!.! )( I n LE$ OR ~ALa.T AT .. O.c.. QIil ~ ~ ~. OG. ,~ l'aD. ~~!6 ~ 1116' ~ AA~ 5H:A,....iN!S. ~N,H.fo'~.. ~11b . se: ~ Sl-E.AnoiNG> DETAL ~""-~2.oe~~~ E.lC1C:RlQR MU.. ;,TI<U:. ~ ~;!6 Sl~ ~"6 io6T,A.LLA~ ;,TIll..C~ ~~5rAU. ~STOF A . ""?Cr"' "'IliI,~ MID1"/< SteT ~ ~"'~rOP-a~~P\..A~ ...,.... At- ~rHl~ ~ ~ "4' "';~ ~"'cP OF ~..DIS" ~16 s.w.J.. ~ L!X.ATe:l ~ ~ 'f0 ~ ~ OF 3Jll~ -'6 ~a.= ....'C ~' o~. '"'^-'<; l-U'\. ~LS. ~"6 I>6T ~TlO'Oo ,,~~ 5t€A111C16 5hI'IU. ~ ~ ~ 'fOP OF -.v.;s 'OP ~ '0 31-4' ~KM 9i8.a'\ TOP 0= ~M ..015" 1'<1111 .o.w. SI-E.A~ ~ ~ Sf r ~I!'W.. ~ OF rre SH-E Sill: NO ~ AS ::xrBi:l00'l ..v.c.. ~ ~"6 "'A~ ~' I>i''' AA IE!:) 5rEJlo"rlll6 :)I? . :J<P 2. ~. ~ "'fl' .API\ AA~ ~ ~. oR 1'1\6 OS.3. AATe:l ~~ ~. I. 1",A6~ ...,..~ , ~ STAP'~ f'1("!/16 ~..I n. ~ OR ~"L.=."'lT .. OJ:,. ~ NO Y O~. 14 :-,.e .'a.;). OR 'I~. '~11.RX. ~ ~_,.. =A5;ee:lI'f~ -660'\... I' ~ _/4' STAP'..ES ~ OG. 9:X>E5 MOUifTO& l>I ~ F'a..? AGENCY APPROVAL fhese prints comply with the ::'orida ~anufactured Build. ~ng Act of 1979 Construct'on ,-ode and adhere to the fol- 'owing criteria: I { (vf"\st. 7ype V Occvpa~cy R. - r A'lowable No. of Floc" I ~-- N;nd Velocity ~_ Fire Raring of 0 Exl. Wails __ Plan No. /2 %,' 2-5) 3 Allcw. Flocr Load "La AppfOVl>d Dal. 7 -.2 5' 91 ~nvf. H ,f) 'N\ T! ~: ~I 2-i 26 6w'. .. 1'112' ,;s. 5':'fIV.P ~ :litJ56 TO ~ ,-:\.0 AlVI'OIt ~ ~r;>6E ~ ~O ~l.. 5-:"1..0 -'IT -6. ~ ~' ot:.. tV 1-6 S....... . ;T.A.PI..$ ~ SN.AP ::-0 f't.;,S SNN"S A l" ~ ~ ~ F1...OO't F"'-^k. ~ ~ ".N<RV6e ~ Db ~~ TOP :ov. re. ~--rPlCA.. ~ FaH:1=-/-OW fVo.LJ.. . ~ FCUCA,G1( ~ ~ ?'!:-AJL5. I ',( I' 5r11: ,~T AU. [ ~~.,,"'J6~5T~ . ~ ~ TO Si:;>e AT ~ O.c.. ~.1'I.M ~ \J6 ~ ~T ~T! . M~H.t" ,)(TO AOJ-GEXT ~ ~)o< ..DISr. Db ~2 ~ ~~AT -0<" po-^ T! :J.,rr~ '3'..... ~ 30T1-< 5<0'3 T ~ ~ N'oL . ST'~ Db sr- ., ;:. A- 6' OR 24' ~~. , ~ S..... " 1-'12" Sl:!:.. s.~ =~ rW...- ;''1'..0 -a ~ -Ol'!>T AT' 6' OR 2.. o.c.. N 1- eo 6A. .. ,. STAP'...E5 ~ S~ :'C "'~ S~ AT ~16 ~ "5t A...QCq. po~ CN"'"CA.. ~ ~ """'LJ.) ~rG'N l , ... FI~ ..DISfS 2xL' ,,""" 02 AT 0' O~ ;;6... ,,~ .DI'!>T "A$Tee::I TO ~ ~ ..0''''''' ...~ ~ ~ 5001. ,,2 ~. 5"H"~ OR "" ~'6d VcLS ~ ~ ..o~T ;"'1'0 e-.o ~,l<. s.e: OET-'I,L ~ ~.A5TE'(,~ ~'O .aIST 1'V'3-,6d M; ~ ~ON, ~,A6-:-e. ~ RIM D5T TO ;~ ~IM l'V"2d . 0" ot:.. ,r~ TOP J>M} ~~ Ol7T1ON. " ~ 2 /2. 5TAP'...=5. ,. O~. 5l""666t He5 RiM -.01"'>' =A5~1N6 ~TAIL rrll3f!J HI U3C~l'l, tE:R.'CR. c.-.RTER , AS5OGlA-:C:S 1621 SO./ni K'fRn..E A vt:. ~~ Fl. ~Ib l- e "<< i= ~ z I~ U1cn ~W o \D Cl 4: o Q.. . ~ ~ I.) Ji > ~. i r-i \l- ~, \l- Y < " l- I Y: ,n lU gl i- < , D () Z - I.) :r. E- o:) :.JJ:r. - 'J') :r. ~ ~~< c::J ':Q:t~ :-:E )(<5 r~ 2:c. ......... OJ.. 0 Qr-r i~o ifl ini ~ <{ ::E :D 0 ~ /2.Cjf.::,- 25 3 ~ HOMES OF MERIT, INC. DCA HINDGED ROOF RAFTER 5/12 ROOF P TG,- -HE ~OLLOW N0 p~ N-:-S ARE TO B::: USE:J WI-H OPTIOt\A.... 5/12 ROOF PITS:- HINGE:J ROO;:::" RAFTER~AS== l LISTING AGENCY APPROVAL ;I~er~ prints comply '",ith lh. . A il Manufactured Suild ,ng ct,r 1973 Const, "t' - Code d u, .or, r ' an ,adhere to the fol. OWing crlter;;p: Con", Type OcCtJP.ncy Allo....ble No. of Floo" Wind Velocity F;re Ih,ing of <X" Walls ._..0.. Plan No. 12.,1.(.;, : J.."'~ 13 Allow, Floor loa<i ....-'10..... APproved Dot. 7.::...6.5. :'1",J ~nuf. ff-tiiitJ HWC /1..9~.25? Det: '216 ~A0E 17 fJlWC!l vi .=::1f,::J.::~' 1 -=.n.:.:!L.. HI1.30RN. ~~ER. CAR rtR de ASSOC: A TB 1627 SOUfr04 ...~7t.E AVE. CU:ARWA~R. R.. ,}4061S .. . ~~~- ~~-., ...... ""aD I/oOrAL.. Wc"l J(~' ,.,.,., ~1'EO ~ rHIMlo. "'1'U ~~ WIVE ~2)l ~.,. ~.;.~ ""'" -:-Olt.... 'O.1\U.W ~~.!6 ~O< FlaD :~1'AL..L..E:O ~e; HI"-6€!> ~y~ -ul F~1'O'tY ~1h6U:~ S'~AU..--1 -(iOGoE: ~ ~~"Uf ,.,~ (~IUO ~'f I't..OOt I't.J..N ...,..;~ (lOGE ~ 1'0 ::AV4 T~~ WI~-1 .'C LL"~ -...,>,N ~. ~JA.. '>TN'U:)"/ r ro.e:~ flON 1(1'0 1'tlhS <"Mlo ~,. 1~ , .J I 'f -~. 0.... i't.^CoC (1M;. ~1' "'0 UJ'TEX :.TO/" --€N rQE:NAll..N1Ti1 Ioli.. fW ......I'-~ 1(1'0 !A(.H iUFTEl: ~ '(,A,(.I';Gr CQ61"1ttX. rw ':)f< <X. ~'>6' ~.c.. .~ ... .., ... '" I L-. I .... ~ 'Q . ---! bOO J ~~.t6 I~ TO oe J61'ALLro ... 11-€ ;r:EI....:) AFTa 7H! (jMlo ~ I~ .N .~.T!ON NO 11-E:N i""'''~N'-''' I~ NOCO ~.. IlIN ~ 'I~' ~ 0- O.c.. VlEW '8' , ,- -' Cl: H.NC1€D ~ ~~TU/ 'ije :c FAC,TOC,'l' i~TAU.LO s.-I~~ S,OEWAU.. r~500 !';'''l'~:5N.. ;<c<<;::..,. ~oouc. T'> iNC., r<a7.~OI r<,07.JitOl "Io.C..1'CC,y .I'6TAU.W (001"' O'! c..<. iN(;, i" AG T~'l' ""'''1\U.e:D ""El. l' IVO ~IN<A.E" O'IU .lI~' ~_"'Wooo ~rEO ~~-l~ 101''(, ::xt'. ~~O "r~ <..~ ~,. I) "'1N6e:) XW'l. "A;"'e:'\j 1'0 rorrcw ~ OF Hv<nNIT'H N...f''E Ai-1-' c.auc..QIt w/J-ta ~~. C( e:~ r I"f)t ~ ...,. !A(.n ::!oD OF C.~C.TC<<. -::lIt O~ ~TO< HS1':;-" c...vN!>La OF "'!"'r?iNO\~ ~2!' ~ ::'~C.TCC, M)( YIGI'6 ~. o c.. i"A"~ TO (C()I# "111'"11 00 'lAl..S 1oI'''l ~. o c.. 2-5 GA.. 1r6~ C-.{~ c..~~_e: r ~ fO ~(.H <.016 ."OST ~ OF v.F"::~ I",.,c.rc(" .'6-~ l:CCF ~,~ ~ n. 'Ni'OCO. ~.' OL. UJ'TU~ VlEW 'A' 1 f"O' ::1".>0 . 7' N iOE: '2 1"(.'>) ~ ""El. T ~I~, !\to (1(X.e ~ 1'0 ~ F~ ,161'AU.W. FAG rc~" (icx.e :x:J)( ~-:;) .NiO ~"i~ ND i".....~ -0 ia' ~ Of' !A(.H v.FT::'Ol: ,1/ n.. H~ NOOO ~ "'IN. I '1'2' ~ ~,. ~C\.l 2 :( ~ ~JU ~. oc,. ~I~ Tot' ~ 1-11'<r-:;) <.:~ ~1' I-i~::;l .ot' ~ ;~'r.: ~ Vl'2N '8' liSTING AGENCY APPROVAL Theu prints comply ....it" the Florida Man ufac:t\lrtd B ui Id. ing Act of 1979 COrlitru<:tion Code and adhere to t~e fol- lowing criteria: Con st. Type OcC\.'p.n<:y Allowable No. of Floo,s I \V;nd Velocity 1/ ~_. Fire Rarin9 of 0 E.,. Walls PI.nNe:. 12Cj/~-2273 Allow. Floor toad rJHrQ- . App,o"..,d Oat. . - M.anuf. i:Lo..Ji . 110' :;)SO ~. ,,"De: l2 "t.!>J J' g:.L FACTORY BUILT RIDGE BOX HWC JJllNfiJ ~ILaCRN. w(RNER, CARTtR &: .a.SSOClA TtS 1527 SOUfr; "'~TU: AVE.. Cl..!ARWAiE.~. n. J~516 CJ) o N ..... Q ,;..;, Q < U :n 5 :Ii :> ..... ~ .... ~ o u... '- :;e ..., o :n .. ..... < o ~ ~ u... < CC :0 C W W '-''-' Z ~_ I z s: :l.. (Vl ..s r- :J ~ W Q o :e < U o z ~ o '.... o 8 u z ........ ~ - ~ ~ ::E o ", :0 ....", :oJ')'" 0< :oD< -:l:':: x-- 0<6 :D~...J .0.... 0- . . x: ~ ~<o ::0- .". < ::0 C::... o rn. C::J :::E o - ....... 1,2 9 ~ - .z S7