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Home My WebLink About08-8267 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT 8267 Permit Number: 8267 Permit Type: ADDlTION/AL TERATION Class of Work: 434-ADD/AL T RESIDENTIAL Proposed Use: SINGLE FAMILY RESIDENTIAL Square Feet: Est. Value: Improv. Cost: 2,209.00 Date Issued: 9/04/2008 Total Fees: 67.50 Amount Paid: 67.50 Date Paid: 9/04/2008 Phone: Work Desc: INSTALL SCREEN RM WI ALUMINUM PAN ROOF Address: 36053 HADY BLUFF LP LOT 4 ZEPHYRHILLS. FL. Township: Range: Lot(s): Block: Subdivision: SIL VERADO Parcel Number: 04-26-24-0060-00200-0040 Book: Section: Name: WINDWARD HOMES Address: 5439 BEAUMONT CTR BLVD #1050 TAMPA, FL 33634 K(lJ q~,)-J fJ FOOTER BOND DUCTS INSULATED SEWER MISC, ROUGH ELECTRIC LINTEL MISC MISC, 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC, DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTlON FEES: Reinspection fees will comply with Florida Statute 553.80 (2)( c) when extra inspection trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called 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. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." ~~~TURE PERMITOFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOnCE REQUIRED PROTECT CARD FROM WEATHER City. of Zephyr hills BUILDING PLAN REVIEW, COMMENTS. Site: L*~~ #~).te~ &Jz7vtJB 2J6oS'3 o:dtdr ;1k/1!~ t'fi"/. (5Cr .brJ ItJ Y1I~'nKA"'~ ContractorlHomeowner: Date Received: Permit Type: Approved wino comments:D Approved withe below COII1I!lents: r Denied withe below comments: 0 lUo 0k55 tJr'll)oUJ5 f)c€r~/ff~1 I be kept with the permit and/or plans. . ' Date" ~4~.' , Contractor .and/or Homeowner (Required when comments are present) ~~f-tJr 813- 780-0020 :P 5?(P1 City of Zephyrhills Permit Application Building Department Date Received Owner's Name K:f/o::.v/VA,N/"It?J Owner's Address I '5"13<1 BectV/M..o",-f Av~ ;141M.~ Fee Simple Titleholder Name I Fax-813-780-0021 Owner Phone Number Owner Phone Number I Owner Phone Number I Fee Simple Titleholder Address I I g6oS's S'H1HJY BI-vPF U,O? 2€pH-'1I2H"(uS, Fe- 3S's,tfd 1 ~L VElZAOo AAwLt-/ JOB ADDRESS LOT # 1'1 SUBDIVISION PARCELlD#1 "'f Zf, Z( OOC::.O OCJ2.oc> 00 'to (OBTAINED FROM PROPERTY TAX NOTICE) BUILDING SIZE 2.<::>~ (C> 1 B D D fba~ t-I SQ FOOTAGE I FRAME WORK PROPOSED [g D D I :X-fZEeJ I ADD/AL T D REPAIR D OTHER I D STEEL D ~ .4/c-N"1 i VI U ""'" ~ V\ ~ 'Z ~O I HEIGHT Ii:}" NEW CONSTR INSTALL SFR PROPOSED USE TYPE OF CONSTRUCTION COMM BLOCK DESCRIPTION OF WORK SIGN D DEMOLISH MOVE D OTHER I 4t.v#f,f' A/vJ>'l- D BUILDING 1$ '2 Z~.~:::> D ELECTRICAL 1$ ,~ D PLUMBING 1$ ~ D MECHANICAL 1$ ~ D GAS D ROOFING FINISHED FLOOR ELEVATIONS I I I I I D I AMP SERVICE VALUATION OF TOTAL CONSTRUCTION WR.E.C. D D PROGRESS ENERGY VALUATION OF MECHANICAL INSTALLATION Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisionsllarge projects Attach (3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance Attach (2) sets of Engineered Plans. ....PROPERTY SURVEY required for all NEW construction. SPECIALTY D FLOOD ZONE AREA 17 [ BUILDER SIGNATURE COMPANY REGISTERED Address ELECTRICIAN SIGNATURE COMPANY REGISTERED Address PLUMBER SIGNATURE COMPANY REGISTERED Address MECHANICAL SIGNATURE COMPANY REGISTERED Address OTHER SIGNATURE ~ p:1, 3f1Fb t/.S.19 Address RESIDENTIAL COMMERCIAL SIGN PERMIT OTHER DYES DNO 1m - Y/N FEE CURRENT License # Y / N FEE CURRENT License # Y/N FEE CURRENT License # Y / N FEE CURRENT Y/N Y/N Y/N Y/N License # I I L.II-'?;;T/ ME: /!t...u"" lA/v,., If Y) N I FEE CURRENT l{'YjN I License # I /<X t!'J (;) ~ ~ t{ S"-I Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (AlC upgrades over $5000) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs Sewers Service Upgrades AlC Driveways-Not over Counter if on public roadways..needs ROW Fences (Plot/Survey/Footage) NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions, UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may 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 may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division-Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County, TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting, It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law-Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs, If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance, Such agencies include but are not limited to: Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, WaterlWastewater Treatment. Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks, US Environmental Protection Agency-Asbestos abatement. Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone "V" unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties, If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension, If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT (F.S. 117.03) OWNER OR AGENT ~ S1Jt> ribe and sworl)lp (or affirmed) b r me t s a'/I'; ~by c..e=~/V. ~W) JC" E72- o i are personall nown to m r has/have produced as identification. "".2....~-:'" Nota", p"",;, i.........STEPH.EN..SALVATO... .. _.~ Name of Notary t~e. or s~ 000123858 : i ..~-.~ ~\ Expires 11122/2011 i . "iJI;: Inc . : !JF~~ Florida Not8IY ,..,... : ~,...,.. "T'~~~~~~. ..... "'.., ......................... com:;oo ~ NoI.", p"b1;, :........STEPHEN'IMSALVATO.........i Name of Notary typed, prT. te ped Com = =.' ~\ Expires 1112212011 i . 1IFli"i" Florida Not8IY MIl., Inc = i.. II .::~. "'11" .... ....... ................. . . . ....:., . C'ONTACT PERSO:N . . . FOR PERMI~ APPLICATiON . .' ". !- . CONTROL# DATE:' NAME: .LEb,Jf1rl-O . W~J~ COMPANY:' L"P.E:T1/11€' Al-vYn),vl/~ A<0tJl rr'\JQ, . '. PHONE: '.'7')" J-'q3~ ~5~7 j , . ! CELL PHONE':' 7? '} - L-f 3 '-1- / D cr 5 , i ! . if Ax: I ~ --iJ ~ q 3 '-1 ~ J 5) 0 . . l. '. E~MiUL ADDRESS: ,L I ~TIrnE C5? Ll PE11;11ESflFET'I. CDJt1 NOTES: . . j , I i i . . THE CONTACT PERSON WILL BE-CONTACTED FOR, COR;,RECTIONS, ERRORS, ADDITIONAL . . INFO~TION, ETC. FBC 104.1.6 TIMELIMITATIQNS. AN APPLICATION FOR A PERMITFOR ANY PROPOSED WORK SHALL BE DEEMED TO HA VB BEEN ABANDONED 6 MONTHS AFTER THE DATE OF . . FILING FOR THE PERMIT, UNLESS BEFORE THEN.A PERMIT HAS BEEN ISSUED. SITE EXPOSURE EVALUATION FORM ,-' - -'- -.- -. - - -- _.- -. - - -- -.- -'- -- - --, I I I I I I QUADRANT I I 1500' 6 I I EXPOSURE - I I I I I I - . -1- - - - -r 1500' I I I I I I 600'! I I QUADRANT IV I =#40' I QUADRANT II I I B ~600' 600'~ 13 I I EXPOSURE I 40' I EXPOSURE - I I I 600' I I ~ 1500' L__J__ : I I I I i QUADRANT 9f .! I b 1~a I . EXPOSURE _ I I I . I I . I I _ L_._ _. _ _. _ ___ ____ __ _ ,_ _ __ ___ _._ ___ __~ NOTE: ZONES ARE MEASURED FROM STRUCTURE OUTWARD SITE SCALE: 1- = 800' USING THE FOLLOWING CRITERIA, EVALUATE EACH QUADRANT AND MARK IT AS 'B', 'C', OR '0' EXPOSURE. 'C' OR '0' EXPOSURE IN ANY QUADRANT MAKE THE SITE THAT EXPOSURE. EXPOSURE C: 1. OPEN TERRAIN FOR MORE THAN 1,500 FEET IN ANY QUADRANT. 2. ANY 'c' EXPOSURE FOR GREATER THAN 600 FEET IN ANY QUADRANT. 3. NO SHORT TERM CHANGES IN 'B', 2 YEARS BEFORE SITE EVALUATION AND BUILD OUT WITHIN 3 YEARS, SITE WILL BE 'B', 4. FLAT, OPEN COUNTRY, GRASSLANDS, PONDS AND OCEAN OR SHORELINES IN ANY QUADRANT FOR GREATER THAN 1,500 FEET. FLAT, UNOBSTRUCTED A E EXP ED TO WIND FLOWING OVER WATER FOR A DISTANCE OF AT LEAST MI E. 1> SITE IS EXPOS~URE: EVALUATED BY: SIGNATURE: .__ -- EXPOSURE 0: DATE: B/16/08 L1CENSE#: j2Xoo ~-~-C{~~~ b-14 Design Check list for Screen I Vinyl Room {Page 1 of 2t I. Design Statement: These plans have been designed in accordance with the Aluminum Structures Design Manual by Lawrence E. Bennett and are in compliance with the 2004 Florida Building Code Edition with 2006 Supplements, Chapter 20, ASM35 and The 2005 Aluminum Design Manual Part I-A & II-A; Exposure 'B'/ or 'C'_ or '0'_; Importance Factor 0.87 for 100 MPH and 0.77 for 110 MPH and higher; 120 MPH or _MPH for 3 second wind gust velocity load; Basic Wind Pressure Jl; Design Pressures for Screen / Vinyl Rooms can be found on p~e 3A-ii: a. "B" exposure = ~PSF for Roofs & ~PSF for Walls b. "CO exposure = _PSF for Roofs & _PSF for Walls c. "0" exposure = _PSF for Roofs & _PSF for Walls Negative I.P.C. 0.18 For "C" or "0" exposure design loads. multiply "B"exposure loads by factors in table 3A-C on page 3iii. II. Host Structure Adequacy Statement: I have inspected and verify that the host structure is in good repair and attachments made to the strl(1tur:. will be soliG..c '-~ q '? 0 /" '17 7 1'1- I F2- W II ( I A/tt ~ Phone: ~v ~ <-:> Co r ut Rep* Name (please print) Date: ~!'B)O 8 Cant actor / Authorized Rep* Signature tJI/Jt)lAJAtl) 3100-)3 SJ-/4Df eL\A~F !...o0P Job Name & Address Note: Projection of room from host structure shall not exceed 16'. III. Building Permit Application Package contains the following: A. Project name & address on plans . . _ . . . . . . . . . . . . . . . . . . . . _ . . . . . . B. Site plan or survey with enclosure location C. Contractor's / Designer's name, address, phone number, & signature on plans D. Site exposure form completed _.... . _ . . . _ . . _ . . . . . . _ .. . _ . . . . . . E. Proposed project layout drawing @ 1/8" or 1/10" scale with the following: 1. Plan view with host structure area of attachment. enclosure length, and _ . . . . . . . projection from host structure 2. Front and side elevation views with all dimensions & heights 3. Beam span, spacing. & size. (Select beam size from appropriate 3A.1 series tables) 4. Upright height. spacing. & size . . . . . . . _ . . . . . . . . . . . . . (Select uprights from appropriate 3A.2 series tables) (Check Table 3A.3 for minimum upright size) 5. Chair rail or girts size, length, & spacing. . . . _ (Select chair rails from appropriate 3A.2 series tables) 6. Knee braces length. location, & size . _ . .. ..... . _ . . . . . . . . . . . . (Check Table 3A.3 for knee brace size) IV. Highlight details from Aluminum Structures Design Manual: A. Beam & pur1in tables w/ sizes, thickness. spacing, & spans /Iengths. Indicate Section 3A tables used: Yes No ~ ------ ,........../ ~/~- /' //- -/- / ./ - - /' J"NO Beam allowable span conversions from 120 MPH wind zone. "B" Exposure to _MPH wind zone and/or "C" or "0" Exposure for load width_: Look up span on 120 MPH table and apply the following fonnula': Span / Height l @ 120 MPH (b or d) x _ (b or d) x _ (b or d) = t t I' Required Span t @_MPH Wind Zone Multiplier ** Exposure Multiplier ** * Must have attended Engineer's Continuing Education Class within the past two years. ** Appropriate multiplier from page 3A-ii and page 3A-iii. b-7 Design Check List for Screen I Vinyl Room (Page 2 of 2t B. Upright tables w/ sizes, thickness, spacing, & heights (Tables 3A.2.1, 3A.2.2, or 3A.2.3) Upright or wall member allowable height / span conversions from 120 MPH wind zone, 'B' Exposure to _MPH wind zone and/or 'C' Exposure for load width_. Look up span on 120 MPH table and apply the following formula: Span / Height I @ 120 MPH t (b or d) x _ (b or d) x _ (b or d) = t t r Required Span t @_MPH Wind Zone Multiplier ** Exposure Multiplier ** Y~No c. Table 3A.3 with beam & upright combination if applicable D. Connection details to be used such as: 1. Beam to upright . . . . 2. Beam to wall. _ . 3. Beam to beam. 4. Chair rail, purlins, & knee braces to beams & uprights 5. Extruded gutter connection - - 6. U-clip, angles and/or sole plate to deck. . - . E. Foundation detail type & size . // -~ -/-/ /' -~ /~. '-'// -/- /'... ~//- Notes: ** Appropriate multiplier from page 3A-ii and 3A-iii. b-8 08/18/2008 14 00 FAX PLOT PLAN LOT 4, BLOCK 2 SILVERADO - PHASE 1A PASCO CDUN TY, FLORIDA PREUMINAf.\Y DRAWING: THIS PLAN IS F'oR PERMlTTlNG PUWOSES ONLY, NOT FOR C(JNSfAuCllON. VERIFY ALL. Dlk4ENSlONS eEF'OAE ANY CONSllIUCllON. L.e:GEND: ______ ... PffoPosrn OR....N...GE: fLOw (00,00) - PROPOSED GRAIlE E-OO.OO - txlSTlNG ~.OE NOlES: LOT GIl.DING n'PE _ . PRCPDSEO PAD lliVAllON _ 100.6' mONT SET e.CK = 22' SIDE SET OACK = 7.~' RE!\R stlllACK - 15' a.. o 0.... V' -' gj I o ~~j2 $/ m~~~ ~ :;) ~ >- 8.0 0:5 , <:( II> :r (f) SKETCH ONLY NOT A BOUNDARY SURVEY SEe 04 SEARING BASIS: SOUlHERLY LOT UNE OF Lor 4, lllOC1< 2 &:ING II 6lr22'O~" w r~" I~ r I '.,1 '~J~ '!' LOT J BLOCK 2 '" -:" 0" fJ~ J: \. \::o~ -----5 88'22'02" E 110.00'_______ . LIFETIME ALUM ~001/001 0: o. ><j, ~!!..~~.. ~ ..q,'h~ ~<r I It< 62'- S" ~ ~I":J~ ~i";.~ ? lJj~~l'i ~ ~ii'cfi if " . TWP. 26 S. RNG, 21E. t g. '1. '!! I ~ ~~ THIS SUAVEY IS SU8~CT TO N<Y F.CTS TH.T MAYBE DlSCLOSED BY A FUll ANa "CCVllA TE TiTLE S[>.ACH. !\LSO SUBLCT TO stlllACl<S. E"SEIlENTS "NO RESlRlCnONS OF RECORD. Ur./OERGROUNf) rOOTER, Sn:M WAll. AND UNDERGROUND UllLJllES ARE NOT LOCATED OR SHO...... DO NOT SCALE Tl-tIS PRINT. DIMENsIONS ^NO NarES ~A.KE PREf'ERENC(. O["SCRtPllON NOT CONT"ININC PLAT aOOK AND PAGE IN~C^TES 1l1AT PLAT IS IN PRELlMIN....R.y ST~ AND IS SUBJECT TO OiANCE .NO/oR R(\IlSlQN. ~T"N DATA SH~ HEREON BASED ON ENGINEERING PLANS PROVlDED BY WENT SIllUCTURE llES SHO",", HE:R[QN OENOTES MEASUREMENT FRaU FQRM eOARDS/f'OUNDAllON TO PROPERTY UNE. z 1('): ~OO, "o~ ----N 8R'2.t02' W 11O.00'~ , t;'J'..>. OIlJ '1'. . - 10' UTILITY EASOlEIIT b; o ~ ~.p.; L'O j?' ~' LOT :;i elf 2 <v flo 't') o o o <0 14.8..1:.. ;t: ..."4,6.)' .g 8 .~. ~ :.:, on ..... " 1ll.CT "e" DftAlNAC[ 0Pf.RA n{Ji 51: 1.f~T(h'ANCE: EASl:MENT .1'4:~..r 8~ ~: '" ----- 0 ~~ 'b 0" ''0. ,', ,.I . 6600,00 ~. fT :~ son - 1794 SQ. Fl. ..~~" TOT!\L LOT AREA TOTAl. SOO AREA TOT!\L CONC AR(A HOUSE tOT OCCUPIED NOl[, COl';C AREA NOT UNDER Roor DESCRIPTION: LOT 4, BLOCK 2. MAP OR PLAT El'tilTLED "SILVERADO - PHASE lA", AS RECORDED IN PLAT BOOK 61, PAGES 71 THROUGH 75, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA PROPOSED: LOWEST FLOOR ELEVATIONS: LIVING AREA: 106.90' GARAGE AREA: ELEVATIONS REFERENCED TO NATIONAL GtDOETIC VERTICAL DATUM OF 1929. MEAN SEA LEVEL= 00.00 FT. APPARENT FLOOD HAZARD ZONE: "x- COMMUNITY PANEL NO. 1202::10 0455 0 EFfECTIVE DATE: 9/30/92 LEGEND: (C)~ CAlCULM"O OAT". (D)- Drm OAT., (U)~ ME"SURt:D OA1A. (P)- PLAT OAT.. t- C(NTt:RUNE. A/C: ,'R CONDiTIONER e/c~ BACK Of' CURB, C/h CONCRET( StAB, CH:>:- CHORD. CHB- CHORD etARlNG. CLF= Cf-!AIN UNK FENCE. CONC- ~CR'[TE. COV.= COvrRED. E/P- EDGE QI=" PAVEM(NT. ESM'T_ (ASEJAENT. ~ le= FENC( CORN(R, feM:::: rOUNO CQr-fCR(TE MONUMENT. FlP..,. rOUND tRON PIPf, Fmr= FOUND IRON ROO, f'N&O= FOUND NAlL do: DISK. F'PP= fOUNO PINCHED P'PE.. LfE"" LOWEST fLOOR ELEVATION, a.4AS.= MASONRY. OR- OffiCiAl RECO'ID BOOK, PBa. pt,....T BOlX.. pcP= PERMANENT CONTROL POINT. PRw= PERMAN(Nf REFERt:NC( MONUMENT. R/W= R1GI-n Of WAY. A= ~ADIUS. SlR-SEY 1/2" IRON ROO it CAP No. "''49.3. St.4&:D- SET N,a,IL &; DISK. TBMc T(MPORAAY e[NCI"'U.c^~K, v 1"'- UTIU TY POlF W '=' WOOD f NCE .R ... RADIAL t~ ""~ WAY JOHN R. BEACH e. ASSOC'...n::s. INe. SURVEYORS AND MAPPE"RS 9'11 'NEST ST_ pF:TCnSQuRC DRlvF OlOSMAR. flORIOA 3..677 (flU) 85"'-1276 FA:( (B103) 855-8J70 ~t::ked By. NeT v",-UD WITHOUT n..l( SIGNAnJRE AND THt. ORIGINAL RAISED SEAL CF ... FlORIQA LICENSED SJ.JR'VEYOR .lIoND MAPPrn Rl!lv1~jon... mown y SQUtlr~ ~ .et S1jS 5600.00 J;; \WNDWARD I;Qbll'; 39980 U.S. HIGHWAY 19 NORTH TARPON SPRINGS, FLORIDA 34689 938-5477 FAX: 934-1510 e Th;, lo,m. wh.n pmp.rly ';gned by bolh p,,",", '" I .;, .g.n" con"'lu'", . conl"'cl betw..n UI.llm. Alum.num 'ne. .nd Ill. Owne' 0' G.n....1 Conl'~o? '" de4<i~eted o,!I'~. h p,lce. ''''m, 'nd condll'on, h.'e'n 'ellorlh on bolh ';d", 01 I hi, lo'm t(/r r-,~0L_. SOLD TO - PHONE " lie. #RX0044454 ADDRESS INSTALLATION ADDRESS LEGAL OWNER & ADDRESS COUNTY BILLING NAME AND ADDRESS / if J-- ~ JOB Pf-:jONE LOT BLK. SUBDIVISION Th. owne' ,h.1I 'ecu'e P'ope' p.,ml"'on '0' .cc"" 01 conllOcto,', equipmenlll 'uch ,cc"" P'Ope'ly olhe, !h.n Owne,., Any I,ee,. bu,he,. 'od. w.II,. lenc",. 'P"nkl.,. "pllc '.nk,. wet., 0' ,ew... line,. d';,ew.y, .nd "d.Welk, 0' o'h" nb"'uct.on, .bo'e 0' below gmund in Ih. ete" 'equ;lOd 10' con"'"cllon undOllh;, con'lOct ,h.1I be 'emo'ed. ceted 10' .nd/o, P'Ope"y 'epleced by Ihe owner, except as stated herein. x ~ QQ-Q~~. ~.. 6-@-..-f!-..~ '..-;; TERMS OF PAYMENT It ;, und."'ood 'nd 'g'"" Ihot Ihe lelm' Ole e"h .nd p'ymenl< " 'e"onh below". 0... on b"'mg II" 'urthe, unde'''ood..nd ag'eed Ihel pmg'e" P'ymenl< .no .ny ch"ge, 10' e"lO'. eh'nge, .no 'OO"mn, ,"el' b. P"d befote Ihe ~teen " compleled If llletlme Aluminum .ncu" .ny e'pen'e, .n eollecl'on p'ymenl< 0' enlOteong fem" 01 fh" 'g<eoment !he >wn., 'g'ee, 10 p'Y 10' 'uch CO", .no e'pen,", .ncluding 'e"onallle 'lIo'ney, Ie" .nd coun CO", Venue lOt .ny 'ueh collect.on hal/ be in PInel/as County All C.O.D. JOBS - 50% DEPOSIT REQUIRED Terms & Finance , have read, understand and agree to the conditions printed or written an this contr<!cr~dH)g" Deposit the reverse SIde hereof, and no verbal agreements constitute a part of it. Thi~:cen:t[act'TS VOId If not accepted by bath partIes WIthin 30 days '___ /..- ... Sal Due d- ).....0 - . ~.-- Contract Pnce ll6 7 CCEPTED Owner ~ .......~ . /;;:.~/ - "Date.~/ -~-'-"-~.::"::::.=-....__..,,:.::..:. ...-. /--- CO-Owner _._~~_.-,----_.~ Oote ~F?J~{ -::> .r' JSMITTED to Lifetime Aluminum by ./ ;CEOTEO Ulellme Afuminum by - /~ O'le ___ __ _. TERMS ON THE REVERSE SIDE ARE PART OF THIS CONTRACT, READ CAREFULL Y ^ 3 " '~ VI CI) j ~ ~t- 0> Ij t:fu .m "c. ~ ]0 ;~g z~ "- - 0 0 0> M - 2 <5 <5 ......J~ ~ I 0 0 0 ~"- " CI -.. -'" ~ - It: ~ ~~ ~ '~ I ~~ "''' '1: '.t') ::j a. t:' ) 0"''''' " . k":I COCt:.. "" ~ 1M ~ 0> 0 \.r. \..:: 0>"- ~ M L ~ ~ .. '0 ~ "' >- '"I () 0 ,~ ,~ v .- '3 .f' >. 'i -' u: u: m <5 "- u: ,9. l'" ~ ~ m ,9. 9. cr -l 3 .. '" '" "' ~ 9 c .. .. '" .. !' 0 I: 8 .. .. .. .. ~ 5 " ii 0 ~ ~ C ~ " <5 " if'. {i 3 '" ih 0 => 0. ;., '" '" a: :l: ii' .. U ') ,. <:{) ~ ~ - () M - .~ "'-l ~ " ":t: 'V ~ .- '\.. \/1 " Irt\ -. .;, .. "" \ ~ '-}- V\ -"',...2 ~ -i ~ --. ~ <;.. 'r f' 0 ------ =--- cfJ ' ../ '::t- \-- N ~O X ~ ~.,..~ - . <~ [' - - t L.--~-'------ \ l- 'F,,-=~,,~~c=,.-= "' I--~-- v C1 I ,~ \1 I a ! : i f \1' .-J :r ~ ?f I r~ -. "'" ~ J ~ : r!' I \.t' Q- , (-.. , ,- ~ ~ <:J - -- , - Q ~ '-- , - ,.1,..\ ~ '"'-..~ c-- ~ \fl )~ .... ~ -1'''''-'2- 1/'1 () - <-- c;l ('1\ \f' () , rt1 .. V'l:-}- I-- c; '~ ....../ ~ -z.>"?.- I'>'-'\..- ./ ~ ,~ , SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS r- EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) H. 11 'LW' FOR MAX. UPRIGHT HEIGHT (h) 1" x 2" TYPICAL SCREEN, ACRYLIC OR VINYL ROOM WI SOLID ROOF TYP. FRONT VIEW FRAMING . (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) MIN. 3-1/2" SLAB ON GRADE OR RAISED FOOTING (FOR FOOTINGS SEE DETAILS PAGE 3A-37) ~--- VARIES SIZE BEAM AND UPRIGHTS (SEE TABLES) 'LW' LOAD WIDTH I r _R~~2~~AM f-.. 'PI?- ALTERNATE CONNECTION @ FASCIA ALLOWED (SEE SECTION 7 FOR DETAILS) o.H.l !;} 11 W e>0::: z~ -I-- 1--0 ~~ x 0::: WI-- (/) SOLID ROOF NO MAXIMUM (ELEVATION SLAB OR GRADE) ~--- VARIES NOTES: 1. ANCHOR 1" x 2" OPEN BACK EXTRUSION WI 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C. AND WI IN 6" EACH SIDE OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL WI #10 x 2-1/2" S.M.S. WI WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-0" O.C.. ANCHOR BEAM AND COLUMN INTERNALLY OR WI ANCHOR CLIPS AND (2) #8 SCREWS WI WASHERS @ EACH POINT OF CONNECTION. 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.3 4. ANCHORS BASED ON 123 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 1 V ARIES ----~ 'P' VARIES --------J P = PROJECTION FROM BLDG. L W = LOAD WIDTH TYPICAL SCREEN ROOM SCALE: 3/16" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, Fl32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsoulh.net PAGE 3A-2 @ COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A COMPOSITE ROOF PANELS: _t (4) 1/4" x 4" LAG BOLTS WI.... ... 1-1/4" FENDER WASHERS PER .......... ........ 4'-0" PANEL ACROSS THE ... FRONT AND 24" O.C. ALONG ............. . SIDEsr 2" x 2" OR 2" x 3" HOLLOW /- RISER PANELS ATTACHED PER CHAPTER 7 HEADER ATTACHED TO POST WI MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES GIRT AND KICK PLATE 2" x 2" HOLLOW RAIL 2" x 2". 2" x 3" OR 3" x 2" HOLLOW (SEE SPAN TABLES) ~--~ ---} FOR SNAP EXTRUSIONS GIRT ~ ATTACHEDTOPOSTWITH MIN. (3) #10 x 1/2" S.M.S. IN SCREW BOSSES POST ATTACHED TO BOTTOM WI MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES -t 1" x 2" OPEN BACK BOTTOM RAIL <1 1/4" x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O.C. (MAX.) TYPICAL UPRIGHT DETAIL SCALE: 3" = 1'-0" Lawrence E. Bennett, P. E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net @ COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE PAGE 3A-7 SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS Table 3A.1.1-120 Allowable Edge Beam Spans - Hollow Extrusions for Screen, Acrylic or Vinyl Rooms For 3 second wind gust at 120 MPH velocity; using design load of 13.0 #/SF (48.3 #/SF for Max. Cantilever) Aluminum Alloy 6063 T-6 2" x 2" x 0.044" 2" x 2" x 0.055" Load Max. Span 'L' / (bending 'b' or deflection 'd') Load Max. Span 'L' / (bending 'b' or deflection 'd') Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Cantilever Cantilever 5 5'.1" d 6'-3" d 6'-4" d 0'.11" d 5 5'-4" d 6'.7" d 6'.9" d 1'-0" d 6 4'-9" d 5'-10" d 5'-11" b 0'-11" d 6 5'-0" d 6'-3" d 6'-4" d 0'-11" d 7 4'.6" d 5'.7" d 5'-6" b 0'.10" d 7 4'.9" d 5'.11" d 5'-11" b 0'.11" d 8 4'-4" d 5'-4" b 5'.1" b 0'.10" d 8 4'.7" d 5'.8" d 5'-7" b 0'-10" d 9 4'.2" d 5'-0" b 4'.10" b 0'-10" d 9 4'-5" d 5'.5" d 5'.3" b 0'-10" d 10 4'-0" d 4'-9" b 4'.7" b 0'-9" d 10 4'-3" d 5'.2" b 5'-0" b 0'-10" d 11 3'-11" d 4'-6" b 4'-4" b 0'-9" d 11 4'.1" d 4'.11" b 4'-9" b 0'-9" d 12 3'.9" d 4'-4" b 4'-2" b 0'-9" d 12 3'-11" d 4'-9" b 4'-7" b 0'.9" d 3" x 2" x 0.045" 3" x 2" x 0.070" Load Max. Span 'L' / (bending 'b' or deflection 'd') Load Max. Span 'L' / (bending 'b' or deflection 'd') Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Cantilever Cantilever 5 5'.8" d 7'-1" d 7'-2" d 1'-1" d 5 6'-5" d 7'-11" d 8'.1" d 1'-3" d 6 5'-4" d 6'-8" d 6'-9" d 1'.0" d 6 6'-0" d 7'-5" d 7'-7" d 1'-2" d 7 5'-1" d 6'-4" d 6'-4" b 0'-11" d 7 5'-9" d 7'.1" d 7'-3" d 1'-1" d 8 4'-11" d 6'-0" d 5'-11" b 0'-11" d 8 5'-6" d 6'-9" d 6'.11" d 1'-1" d 9 4'-8" d 5'-9" b 5'.7" b 0'-11" d 9 5'-3" d 6'-6" d 6'-6" b 1'-0" d 10 4'.6" d 5'-6" b 5'.3" b 0'-10" d 10 5'-1" d 6'.3" d 6'.2" b 0'.11" d 11 4'-5" d 5'-2" b 5'-0" b 0'-10" d 11 4'-11" d 6'-1" d 5'-11" b 0'.11" d 12 4'-3" d 4'.11" b 4'-10" b 0'.10" d 12 4'-9" d 5'.10" b 5'.8" b 0'-11" d 2" x 3" x 0.045" 2" x 4" x 0.050" Load Max. Span 'L'/ (bending 'b' or deflection 'd') Load Max. Span 'L' / (bending 'b' or deflection 'd') Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Cantilever Cantilever 5 7'-1" d 8'-9" d 8'-9" b 1'-4" d 5 9'-2" d 11'-4" d 11'-2" b 1'-9" d 6 6'.8" d 8'-3" d 7'.11" b 1'-3" d 6 8'-8" d 10'-7" b 10'.3" b 1'-8" d 7 6'-4" d 7'-8" b 7'.5" b 1'-3" d 7 8'-2" d 9'-9" b 9'-5" b 1'-7" d 8 6'-1" d 7'-2" b 6'-11" b 1'-2" d 8 7'-10" d 9'-2" b 8'.10" b 1'-6" d 9 5'-10" d 6'-9" b 6'-6" b 1'.1" d 9 7'-6" d 8'.8" b 8'-4" b 1'-5" d 10 5'-7" d 6'-5" b 6'-2" b 1'-1" d 10 7'-3" d 8'-2" b 7'-11" b 1'-5" d 11 5'.5" d 6'.1" b 5'-11" b 1'.0" d 11 6'-11" b 7'-10" b 7'.7" b 1'-4" d 12 5'.3" b 5'-10" b 5'-8" b 1'-0" d 12 6'-8" b 7'-6" b 7'-3" b 1'-4" d Notes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@beIlsoulh.nel PAGE 3A-12 @ COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN. ACRYLIC & VINYL ROOMS SECTION 3A Table 3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-6 For 3 second wind gust at 110 MPH velocity; using design load of 13.0 #/SF Tributary Load Width 'W' = Purlin Spacing Sections 3'-0" I 3'-6" I 4'-0" I 4'-6" I 5'-0" I 5'-6" I 6'-0" I 6'-6" I 7'-0" I 7'-6" Allowable Height 'H' / bending 'b' or deflection 'd' 2'" x 2" x 0.044" Hollow 7'-{'J b 6'-11" b 6'-6" b 6'-2" b 5'-10" b 5'-7" b 5'-4" b 5'-1" b 4'-11" b 4'-9" b 2" x 2" x 0.055" Hollow 8'.10" b 8'-2" b 7'-8" b 7'-2" b 6'-10" b 6'-6" b 6'-3" b 5'-11" b 5'-9" b 5'-7" b 3" x 2" x 0.045" Hollow 8'-4" b 7'-8" b 7'-2" b 6'-9" b 6'-5" b 6'-2" b 5'-10" b 5'-8" b 5'-5" b 5'-3" b 3" x 2" x 0.070" Hollow 11'-1" b 10'-3" b g'-7" b 9'.1" b 8'-7" b 8'-2" b 7'-10" b 7'-7" b 7'-3" b 7'-0' b 2" x 3" x 0.045" Hollow 10'-2" b 9'-5" b 8'-9" b 8'-3" b 7'-10" b 7'-6" b 7'-2" b 6'-11" b 6'.8" b 6'-5" b 2" x 4" x 0.050" Hollow 10'-8" b 9'.11" b 9'-3" b 8'.9" b 8'-3" b 7'-11" b 7'-7" b 7'-3" b 6'-11" b 6'-9" b 2" x 5" x 0.062" Hollow 13'-9" b 12'-9" b 11'.11" b 11'-3" b 10'-8" b 10'-2" b g'-g" b g'-4" b g'-O" b 8'-9" b 2" x 4" x 0.046" S.M.B. 15'-6" b 14'-4" b 13'-5" b 12'-8" b 12'-0" b 11'-5" b 10'-11" b 10'-6" b 10'-2" b 9'-10" b 2" x 5" x 0.050" S.M,B. 18'-6" b 17'-1" b 16'-0" b 15'-1" b 14'-4" b 13'-8" b 13'-1" b 12'-7" b 12'-1" b 11'.8" b 2" x 6" x 0.050" S.M.B. 19'-3" b 17'-10" b 16'-8" b 15'-9" b 14'-11" b 14'-3" b 13'-8" b 13'-1" b 12'-7" b 12'-2" b 2" x 2" x 0.044" Snap 9'-2" b 8'-6" b 7'-11" b 7'-6" b 7'-1" b 6'-9" b 6'-6" b 6'-3" b 5'-11" b 5'-9" b 2" x 3" x 0.045" Snap 10'-5" b g'-7" b 8'-11' b 8'-6" b 8'-1' b 7'.8" b 7'-4" b 7'-1" b 6'-10" b 6'-7" b 2" x 4" x 0.045" Snap 11'-3" b 10'-5" b g'-g" b 9'-2" b 8'-8" b 8'-3" b 7'.11" b 7'-7" b 7'-4" b 7'-1" b 3" x J" x 0.045" Fluted 9'-1" b 8'-5" b 7'-10' b 7'-5" b 7'-0" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 5'-9" b J" x 3" x 0.060" Square 11'-2" b 10'-4" b 9'-8" b 9'-1" b 8'-8" b 8'-3" b 7'-11" b 7'-7" b 7'-4" b 7'-1" b 3" x J" x 0.093" Square 16'-0" b 14'-10" b 13'-11" b 13'-1" b 12'-5" b 11'-10" b 11'-4" b 10'-11" b 10'-6" b 10'-2" b 3" x 3" x 0.125" Square 19'-1" b 17'-8" b 16'-7" b 15'-7" b 14'.10" b 14'-1" b 13'-6" b 12'-11" b 12'-6" b 12'-1" b 4" x 4" x 0.125" Square 24'.9" b 22'-11" b 21'-5" b 20'-2" b 19'-2" b 18'-3" b 17'-6" b 16'-9" b 16'.2" b 15'-8" b For 3 second wind gust at 120 MPH velocity; using design load of 15.0 #/SF Tributary Load Width 'W' = Purlin Spacing Sections 3'-0" I 3'-6" I 4'-0" I 4'-6" I 5'-0" I 5'.6" I 6'-0" 6'-6" I 7'-0" I 7'-6" Allowable Height 'H' / bending 'b' or deflection 'd' 2" x 2" x 0.044" Hollow 6'.11" b 6'-6" b 6'-1" b 5'-9" b 5'-5" b 5'-2" b 4'-11" b 4'-9" b 4'-7" b 4'-5" b 2" x 2" x 0.055" Hollow 8'-2" b 7'-7" b 7'-1" b 6'-8" b 6'-4" b 6'-1" b 5'-10" b 5'-7" b 5'-4" b 5'.2' b 3" x 2" x 0.045" Hollow 7'-9" b 7'-2" b 6'-8" b 6'-4" b 5'-11" b 5'-8" b 5'-6" b 5'-3" b 5'-1" b 4'-11" b 3" x 2" x 0.070" Hollow 10'-4" b g'.7" b 8'-11" b 8'-5" b 8'-0" b 7'-8" b 7'-4" b 7'-0" b 6'-9" b 6'-6" b 2" x 3" x 0.045" Hollow 9'-5" b 8'-9" b 8'-2" b 7'.g" b 7'-4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 2" x 4" x 0.050" Hollow 9'.11" b 9'-2" b 8'-7" b 8'-1" b 7'-8" b 7'-4" b 7'-0" b 6'-9" b 6'-6" b 6'.3" b 2" x 5" x 0.062" Hollow 12'-10" b 11'-11" b 11'-1" b 10'-6" b 9'.11" b g'-6" b 9'-1" b 8'-9" b 8'-5" b 8'-1" b 2" x 4" x 0.046" S.M.B. 14'-5" b 13'-4" b 12'-6" b 11'.10" b 11'-2" b 10'-8" b 10'.3" b 9'-10" b 9'-5" b 9'-2" b 2" x 5" x 0.050" S.M.B. 17'-3" b 15'-11" b 14'-11" b 14'.1" b 13'-4" b 12'-9" b 12'-2" b 11'-8" b 11'-3" b 10'-11" b 2" x 6" x 0.050" S.M.B. 17'-11" b 16'-7" b 15'-6" b 14'.8" b 13'-11' b 13'-3" b 12'-8" b 12'-2" b 11'-9" b 11'-4" b 2" x 2" x 0.044" Snap 8'-6" b 7'-11" b 7'-5" b 6'-11" b 6'-7" b 6'-4" b 6'-0" b 5'.9" b 5'-7" b 5'-5" b 2" x 3" x 0.045" Snap g'-8" b 8'-11" b 8'-5" b 7'-11" b 7'-6" b 7'-2" b 6'-10" b 6'-7" b 6'-4" b 6'-1" b 2" x 4" x 0.045" Snap 10'-5" b 9'-8" b 9'-1" b 8'-6" b 8'-1" b 7'.g" b 7'-5" b 7'-1" b 6'-10" b 6'.7" b 3" x 3" x 0.045" Fluted 8'.5" b 7'-10" b 7'-4" b 6'-11" b 6'-6" b 6'.3" b 5'.11" b 5'-9" b 5'-6" b 5'-4" b 3" x 3" x 0.060" Square 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-0" b 7'.8" b 7'-4" b 7'-1' b 6'-10" b 6'.7" b 3" x 3" x 0.093" Square 14'.11" b 13'.10" b 12'-11" b 12'-2" b 11'-7" b 11'-0" b 10'-7" b 10'-2" b g'-g" b 9'-5" b 3" x 3" x 0.125" Square 17'-9" b 16'-6" b 15'-5" b 14'-6" b 13'-9" b 13'.2" b 12'-7" b 12'-1" b 11'-8" b 11'-3" b 4" x 4" x 0.125" Square 23'-0" b 21'-4" b 19'-11" b 18'.9" b 17'-10" b 16'-11" b 16'-3" b 15'-8" b 15'-1" b 14'-7" b Notes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. REVISED APRIL 2007 Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona. FI32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Emaa: lebpe@bellsouth.net @ COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. PAGE 3A-25 SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS. 1/4" x 6" RAWL TAPPER THROUGH 1" x 2" AND ROW LOCK INTO FIRST COURSE OF BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NON- STRUCTURAL KNEE WALL 1" WIDE x 0.063" THICK STRAP @ EACH POST FROM POST TO FOOTING WI (2) #10 x 3/4" S.M.S. STRAP TO POST AND (1) 1/4" x 1-3/4" TAPCON TO SLAB OR FOOTING r- ~ ::2: (0 (') L~- ~_<J ___ .1 <J - -= " ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB (SEE NOTES CONCERNING FIBER MESH) (1) #5 0 BARS WI 3" COVER (TYPICAL) BRICK KNEE WAll AND FOUNDATION FOR SCREEN WALLS SCALE: 3W = 1'-0" 1" PER FT. MAX. FOR 3-1/2" (TYP. r 2'-0" MIN. 1 BEFORE SLOPE AL~SLABS) ~)'; )'; )';A)';>-Y>:Y>>~~~>>~ :<<<<<~,<<<<~00,//,//,//,//,. ,y,.>-y\' "".' , // (1) #5 BAR CONT. TYPE I FLAT SLOPE I NO FOOTING 0-2"/12" _____ -<J-:-- " (2) #5 BAR CONT. 2"MIN. rt" ---~~ ~ <J /" 47 ~~~ T"" /(<(;(,< / :<<(/.>>'>'%- / '0~ - <J -.1 /; >;)Y' ~" ~. . ~'0~~~<<<<~'0~-0:Y /A . YAYAYAYr'y -12.~J< TYPE III STEEP SLOPE FOOTING > 1'-10" Notes: 1. The foundations shown are based on a minimum soil bearing pressure of 1,500 pst. Bearing capacity of soil shall be verified, prior to placing the slab, by field soil test or a soil testing lab. 2. The slab I foundation shall be cleared of debris, roots, and compacted prior to placement of concrete. 3. No footing other than 3-1/2" (4" nominal) slab is required except when addressing erosion until the projection from the host structure of the carport or patio cover exceeds 16'-0". Then a minimum of a Type II footing is required. All slabs shall be 3-1/2" (4" nominal) thick. 4. Monolithic slabs and footings shall be minimum 3,000 psi concrete with 6 x 6 - 10 x 10 welded wire mesh or crack control fiber mesh: Fibermesh @ Mesh, InForce TM e3 TM (Formerly Fibermesh MD) per maufacturer's specification may be used in lieu of wire mesh. All slabs shall be allowed to cure 7 days before installing anchors. 5. If local building codes require a minimum footing use Type II footing or footing section required by local code. Local code governs. (See additional detail for structures located in Orange County, FL) 6. If a carrier bearn or fourth wall frame is required use a Type II footing minimum. SLAB-FOOTING DETAilS SCALE: 3/4" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O, Box 214368, South Daytona, FI32121 Telephone #: (386) 7674774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.nel PAGE 3A-38 @ COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE, SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS 2x2 / I HINGE LOC EXTRUSION 2 x 2 EXTRU ..- HINGE LOC HINGE LOC DOOR ATION SION ATION ATION NOTES: 1. Door to be attached to structure with minimum two (2) hinges. 2. Each hinge to be attached to structure with minimum four (4) #12 x 3/4" S.M.S.. 3. Each hinge to be attached to door with minimum three (3) #12 x 3/4" S.M.S.. 4. Bottom hinge to be mounted between 10 inches and 20 inches from ground. 5. Top hinge to be mounted between 10 inches and 20 inches from top of door. 6. If door location is adjacent to upright a 1" x 2" x 0.044" may be fastened to upright with #12 x 1" S.M.S. at 12" on center and within 3" from end of upright. TYPICAL SCREEN DOOR CONNECTION DETAIL SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P,O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsoulh.nel PAGE 3A-40 @ COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 7 EXISTING TRUSS OR RAFTER #10 x 1-1/2" S.M.S. OR WOOD WOOD SCREW (2) PER RAFTER OR TRUSS TAIL #10 X 3/4" S.M.S. OR WOOD SCREW SPACED@ 12" O.C. EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR OTHER CONSTRUCTION FOR MASONRY USE: (2) 1/4" x 1-1/4" MASONRY ANCHOR OR EQUAL@ 12" O.C. FOR WOOD USE: #14 x 1-1/2" S.M.S. OR WOOD SCREWS @ 12" O.C. SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS ROOF PANEL "- ROOF PANEL TO FASCIA DETAIL SCALE: 3" = 1'-0" EXISTING FASCIA #14 x 1/2" WAFER HEADED S.M.S. SPACED@ 12" O.C. I . .......... ........ ..... -0-- FLOOR PANEL ROOF OR FLOOR PANEL TO WALL DETAIL SCALE: 3" = 1'-0" WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASCIA FRAMING WHERE POSSIBLE ONLY. 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB-FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH "t". THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MA TERrAL CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WINO ZONES USE THE FOLLOWING CONVERSION: Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona. F132121 Telephone #: (386) 767-4n4 Fax #: (386) 767-6556 Email: Iebpe@bellsouth.net PAGE 7-4 @ COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. c: .~ III Q) o "C c: <<I III c: <<I a. (J) ~ ..c <<I en ~ ..,. ~O :J i(u. III ~ Q) ~ c: 0 <<I a. a. C- -< o ti o ::J ct::"t:J o g 0: ~~ ~ j o CD e-5 01/) U <II E 0 ::s -6 c: 0 EQ: .=! ~< <( Gi CD .i: ..... C- .- 0 wQ:n. ~ ...~ ("It ~ lD <<:) C'!~O .....0 ..!.f!~ ..c E <<I OS ....:!; M SOUD ROOF PANEL PRODUCTS LL (J) ~ .. III "C <<I o ..J "C .! Q. a. <( 01'" I!) I!) I!) <>> ..... en mC\l OI~ I!) I!) I!) <>> .....m mN OI~ I!) I!) 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N ci 1.2 9 N ~ m . <0 <0 ii"l ci 1.2 9 0 0 io i'-- <0 ii"l ii"l M io N N io i'-- >( 0 '" ~ ~ ~ ~ ~ ~ ~ >( 0 '" N N ~ ~ ~ ~ >( 0 It) N N ~ ~ ~ -g~:i: : .... '" ex> -g~:I: .... '" ex> "OQI:I: T'" N 0 0 0 .., 0 0 0 0 ..,. 0 0 0 M 0 0 0 0 ..,. .sgn. 0 0 0 M 0 0 0 0 >(- on. 0 T'" '" N .., ..,. ..,. U) >( .- 0 n. 0 .... N '" .., ..,. ..,. U) >( 0 T'" '" '" .., ..,. ..,. on ~N~ T'" ~ T'" T'" T'" T'" .... T'" ~N~ T'" T'" ~ T'" T'" .... T'" T'" ~ ~N~ .... T'" T'" T'" ~ T'" ~ .... - .., ELii:E moo"" Elite Aluminum Corporation 1801 N.W. 64th Street Ft. lauderdale. Fl 33309 Tel: (954) 491-3700 Fax: (954) 491-1433 .......--'. SECTION 7 OI~ c > .. CD ..c:= ... .. QI C > III 00 I!)tOtOm.....mm~ <q"lO<O<O......COCO-r- -------- booooooo I I I I . I I 1 ~~~~~~~~ Gi c <1l a. C!> :5 '0 <1l ~ <1l <D .;:: o ~ <1l C!> :5 c: o U <ll en <1l .0 U <1l .Q u .'!! Ci a. <1l (; c: rn '00 <ll ~ rn c: <1l .c: Q; > o + .c: U .~ OJ ;: + :5 u ~ E o e II .c: U .~ Gi c: OJ a. '0 e ro <5 I- 0; o z Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, Soulh Daytona, FI32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email lebpe@bellsouttwet @ COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E PAGE 7-35