The URL can be used to link to this page

Home My WebLink About08-7213 CITY OFZEPHYRHILLS 5335 - 8TH STREET (813)780.0020 BUILDING PERMIT 7213 Permit Num er: 7213 Permit Type: ADDITION/ALTERATION Class of Work: 434-ADD/AL T RESIDENTIAL Proposed Use: SINGLE FAMILY RESIDENTIAL Square Feet: Est. Value: Improv. Cost: 2,435.00 Date Issued: 11/20/2007 Total Fees: 67.50 Amount Paid: 67.50 Date Paid: 11/20/2007 Phone: Work Desc: SCREEN RM W/PAN ROOF ON EXISTING DECK Address: 36054 SHADY BLUFF L ZEPHYRHILLS, FL. Township: Range: Lot(s): Block: Subdivision: SIL VERADO Parcel Number: 04-26-21-0060-00300-0130 Book: Section: Name: WINDWARD HOMES Address: 5439 BEAUMONT CTR BLVD #1050 TAMPA, FL 33634 r:-~~cO 2{u(og (t.4r'-'. 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. REINSPECTION 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 com encement." ~ · 4J2 A NTRAC OR SIGNATURE PERMIT OFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER November 15,2007 To: City of Zephyrhills To Whom It May Concern: Tori Keaton and Donna Lotz of Permits Plus, along with Carolyn Pfeifer, Steve Salvato, Joe Knight, Joe Lynn, and Troy Dupree of Lifetime Aluminum are authorized to pull permits for Leonard Pfeifer, Lifetime Aluminum Products Inc. License # RX0044454 ~&-tf Leonard Pfeifer ....... ..... ... ......... ................': :' STE EN SALVATO : ; _~ Comm# 000725050 i : ~;~ expires 11122J2011 i : 1lF~~ FIoride Not8Iy ~.. Inc : 1. ............................................ 39980 US HWY 19 N · Tarpon Springs, FL 34689 · (727) 938-5477 fax (727) 934-1510 ...-._-_......._..'-._..._'-~,._.--_._.~ .-..._.__..---~_... -~.-...:.. . .......-.._._--~. ..-----..--..-. 'f!IIIII\I~~H;;:;:;... City ofZepbyrlrllls . BUILDING:PLAN.REVIEW CO:tvIMENTS . Date Received: . , , . ' I,;k:km ~_ 4lurrw7q,rn t2orPLc/', ~G . / / -/ ~ - 0 7 . . 0~ o6'f ohadytS/u/J! Lfl. . , . / . . 0r~n. ,t<.rn J )?~/( I ' . ContractorlHomeowner: Site: Permit Type: ApprOved wino ~ents:~ Approved' withe below co:II1Di.ents: 0 Denied withe below comments: . 0 . ' . Cont:ractor and! or Homeo'WD.CI: . (Reqt:ciI-ed when comments are pres~t) 813-780-0020 City of Zephyrhills Permit Application Building Department Fax-813-780-0021 1lf3 Fee Simple Titleholder Address I 13(,05'1- 5"H liD Y 8l-vFP loop I S; l.vERA-t)o /<)+,.J'CI-/ Datl,1 Received Owner's Name Owner's Address Fee Simple Titleholder Name I JOB ADDRESS SUBDIVISION WORK PROPOSED PROPOSED USE TYPE OF CONSTRUCTION DESCRIPTION OF WORK BUILDING SIZE __'lAI _ s: BUILDING Q,,",,-"E:.. Be4V^1.c=>rJT AI/G" /IA-I-o\PA 3"3b~ I Owner Phone Number ~(3- t!5BE;, -7744 Owner Phone Number I Owner Phone Number I 1/~/3 , LOT# B ~ ~ I ~c.Y'ee;"7 I I g:::j. ADD/ALT D D REPAIR D COMM D D FRAME D eOh7 w/ ~ Ro.!)~ SQ FOOTAG: U ~ 1.00 PARCEL ID#I 0'1 ZG 2..1 0060 00300 0/30 (OBTAINED FROM PROPERTY TAX NOTICE) D MOVE D NEW CONSTR INSTALL SIGN DEMOLISH OTHER I STEEL D dV h tSnAlG- 1 HEIGHT I ~t SFR BLOCK OTHER I fJaK.. I /1 )( (I [$ 1$ 1$ 1$ D FINISHED FLOOR ELEVATIONS I ~A Address I ?rt750 ELECTRICIAN I SIGNATURE . Address I PLUMBER I SIGNA TURE I D ELECTRICAL D PLUMBING D MECHANICAL D GAS BUILDER SIGNA TURE ~-- -- --- ~..._----- "'!III- 1M ..---w BIlIUItr 1 1 I I D I DNO 2-'1 3t;", 00 VALUATION OF TOTAL CONSTRUCTION D D AMP SERVICE PROGRESS ENERGY W.RE.C. VALUATION OF MECHANICAL INSTALLATION ROOFING SPECIALTY D OTHER FLOOD ZONE AREA DYES COMPANY REGISTERED ~s. fCj ~ 7:;RPorJ SPJZ/";bS/~L Jc.f~ I COMPANY I REGISTERED I I<x CO""tfSV License # Y / N FEE CURRENT License # Y / N FEE CURRENT License # Y/ N FEE CURRENT License # Y / N FEE CURRENT License # Y/N COMPANY REGISTERED Y/N Address MECHANICAL I SIGNATURE Address I OTHER I SIGNA TURE Address I COMPANY REGISTERED Y/N COMPANY REGISTERED Y/N ;;11__- -~ !!II:!III_--- - RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms Minimum ten (10) working days after submittal date, Required onsite, Construction Plans, Sanitary Facilities & 1 dumpster COMMERCIAL. Attach (3) sets of Building Plans; (1) set of Energy Forms. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Sanitary Facilities & 1 dumpster All commercial requirements must meet compliance. SIGN PERMIT Attach (2) sets of Engineered Plans, --..PROPERTY SURVEY required for all NEW construction. '-~L...IIlIII_ildJ'-._"" 1!IIiiiII~ -~... If" -i&.."'- --....BiIIiiIIP.... iii Il>- - _ __ __ -w _ Directions: Fill out application completely, Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C 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 Fences (Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 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 Cou nty. 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, Water/Wastewater 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 A ORNEY BEFORE CORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT (F,S.117,0 ) , /J~ .4 OWNER OR AGENT CONTRACTOR ~ ~ Subscribed and swo 0 (or affirme,d) ~fore me this Subscribed and sworn to (or affirmed) before me this II-/fro 7 by EPr/e/V -Mr-t/A70 by Who is/are personally known to me or has/have produced Who is/are person~k~me or has/have produced W'(~{:x... as identification. - - as identification. Notarv Public .....1 . . . 1 . Name of Notary typed, printeci" . u..a.uu~ Inc : : fJI fIorIdI ~1 ..;:.....; ;.... " .............................. Commission 11/08/2007 10 05 FAX PLOT PLAN LOT 13, BLOCK 3 SIL VERADO - PHASE 1 A PASCO COUNTY, FLORIDA . PRELrMINAAY DRAWING: THI~ PL"~ IS FOR PER"'I11~G PURPOSES ;:, V, NOT fOR CONSlIlUCllON. >UlIFY A.L DIMENSIONS BEfORE ANY CONS'rRUcnON. . LIFETIME ,~LUM ~ 001/001 SKtTCH ONLY I~OT A BOUNDARY SURVEY SEC. r '~, TWP.~S, RNG---1!E BEARIN<l BASlSo SOUTHUlLY LOT UNt Of LOT 1.5, BLOCK ) BEING N 88"22'02' W LEGEND: _____ r PROPOSE{) DRAINAGE FlOW (00.00) . PROPOSED Gt<ADE [--00.00 .. [>OSTING CftAOE NOTES: LOT GRADING TYPE ~ A PROPOSm PAl> Eli~AnON = 106.30' fiWNT SET BACK = 22' SIDE SET BACK = 7,5' .EAR SETBACK = 15. I ~Tg I I!!~ g g~ I ;1 "'S al:: I 9i? a" ~.. I I , lOTAL LOT AREA TOTAL SIlO AREA TOTAl. C<lNc AR!:A HOUSE LOT OCCIJPIEO NOIL CONC ~ NOT UND(R ROOf REVIEW DATE f l- (1 ~ 0) CITY OF ZEPHYRHILLS PLANS EXAMINER--lLS- r; I ~<"G''11,,_ ' ""J LOT ,. BLOC!< J <$>9,:-, ~, ~,p ~Q --- S B8.22'02" E 120.00.____. I ,,;g <')O>o~I1' ! ~ .......,._1................._ .,...:~'..~' I J'.6J' .., ......~..iiJy : I l1' '0 ~o;~ 1 ~ '.>.''0 ;~_ ~~.:J!l:. iQ on ;.... " 22.50' m,_.....L. J1.50' I . I fr on. THIS SURvE:v IS SUB.l:CT To ANY FACTS ThAT MAYBE IlfSClOSED BY A fUu. AHO ACCVRA TE T1llE SEARCH, ALSO SUB..ECT TO SETI1ACKS, EAStUENTS AND RESmtCTIONS Or RECORD. UNDERGROUNO rooll:R. 5 TEM WAL... AND UNDERGROUND unulltS ARE NOt LOCAT(O OR SHOVlIN, 00 NOT SCALE THIs PRINT, D'''''ENStONS AND NOTES lAKE: Pf::IEI='[RENCE. U€SCRIPnQN NOT CONlAllltlNC PLAT SOOt<. AND PAGE INDICATES 1l1AT PLAT IS IN PRELIUINARY SlAGt AND IS SUBJECT TO CHANGE AND/OR Rt\llSlON. CERTAIN DAYA SJ..Iov.,-,t HEREoN BASED ON ENGINEERING PLANS PRO'ADED BY aJENT. STIlUCTURE T1E:S $HOllIN HEREON I)fNQTES MEASUREMENT fROM FORM BDAROS/fO\JNDA TION TO P.OPERTY LINE. . = 10' UTILITY EASElIENl .... . 10' LANDSCAPE BUFFER/WALl t.ASOAENT <"'0 "q, ~.s. _____ '6'd',) II ..alle>' I- 0:: :J o o an /g; o J-l j"'LL'" 0 LLE! Z ~ :::>~{O!i-t -J ''''''''''~ '" m~. """e,. . 51-< 2 ~a - >- I/~ G ~ ::s . m ~i!. ~ of" ~it'~~ t 3 ......8 g I. ~ ~ g 8 ~~~( ~~~.~ . .' ill. ;... r> 15 VI I 2J.8J' r-' I !8 i~ o ,,""" .....o.><:?'.}. ....J z b!r;,o:~ ~l 'Jjo. r;!>.-I' I..'.l'" . r-' ,. '" <C '0 ~ ~ m ::~ '<is- 'b-y .s. N 68.22'02" W 120.00' ~ --6' .::'j.: ~Qto, LOT 12 BLOCK oJ ALL ~ORK Sf/ALL COMPLY WfT4ALL PREVArLING CODES, FLORIDA BUILDP':'] :j~;~=~~(~DE. NATIONAL ELECTRIC CODE AJ'r< =:_!?~ ~'T~~'Y OF ZEPIIYRJIILLS ORDTNANCES ~: ~I l, DESCRIPTION: LOT 13. BLOCK 3, MAP OR PLAT ENTITLE:O "SILVERADO - PHASE lA". AS RECORDEO IN PLAT BOOK 61, PAGES 71 THROUGH 75, OF' THE PUBLIC RECORDS OF' PASCO COUNTY. FlORIDA, PROPOSED: LOWEST FLOOR EUVATlONS, UVlNG AREA: 108,60' GARAGE AREA: ELEVA nONS REFERENCEO TO NA TlONAL GEODETlC VERTICAL DATUM OF 1929, ~EAN SEA LEVEL- 00,00 FT. 120230 0455 0 EFFECTIVE DATE: 9(:J0(92 APPARENT FLOOD HAZARD ZONE: .X. CQI,IMUNtTY PANEL NO. I F:C.END~ (C)= CALCUlATED DATA, (0)= DEED DATA. (II). MtASU.EO DATA. (P). PLAT DATA. t p CENTERUNE. A/C= AIR CONDmONER, B/C- eACI< Of' CURll. CjS= CONCRETE SLAB. CH= CHORO. CHB= CHORt> BEARING, CLr= CHAIN LINK fENCE. CONe. CONCRElE. COV.. COVER1;D. E/p- EDt:<; Of' PA~l, E$M.Ta EASEMeNT F /e= fENCE COANDl, F'CM= FOUND CONCR(TE MONUMENT. f1P= FOUND IRON PIPE, fIR. FOUNO JIlON ROD. rN_ fOUND NAlL " DISK. FpP= FOUND PlNCHE f"1PE:. ll='[_ LOWEST'LOOR nEVAnoN. MAS._ MASONRY. ~- OFF1CI~t RECORO BOOK. PH_ PlAT BOOK. pcP- PVtMAN~T COftTROL POINT, PRM. PERMAN(N REFERENCE IIONUMENT, RJW- RI(;HT Of' 'IIAY. .- RADIUs. SIR-SET 1/4' IRON ROO 8i CAI' No. +493. ~&D= SET NAlL '" QtSl<. _ TEIolpo.....Y BCNCHMARK -l~ ONE WAY JOHN R. BEACH &A8SOCIATES, INC. SURVEYORS AND IUPFElls 911 1\f;$T ST, PE lERSBURG 0.,\11'; OlOSIoIAR. flORlDA 34& 77 (8IJ) 850-1276 FAX (8,J) 85S-8J70 awn By. CMcke<l 9~- Sealle: NOT VALID WifHOUT THE SIGH-'lT\JRE AND THE OflIGlNAl. RAlSEO SEAL OF A fLORIDA UC(NSEO SURVEYOR AND LtAPPER R't:v1:,;jons: 39980 U.S. HIGHWAY 19 NORTH TARPON SPRINGS, FLORIDA 34689 938-5477 FAX: 934-1510 - Lie. #AXOO44454 This lorm, when properly signed by both parties or their agents. constitutes a contract between Lifetime Aluminum Inc. and the Owner or General Contractor as designated below at the price. terms and conditions herein set lorth on both sides of this form, SOLD TO I\DDRESS INSTALLATION ADDRESS WINDWARD HOMES PHONE T rrr 1 ':J,/ ':J, ~i hTPr~do ranch 36054 shady bluff loop. JOB P~ONE LEGAL OWNER & ADDRESS COUNTY BILLING NAME AND ADDRESS LOT BLK, SUBDIVISION The owner shall secure proper permission for access of contractor's equipment if such access property other than Owner's. Any trees, bushes, sod, walls, lences, sprinkler, septic tanks, water or sewer lines, driveways and sidewalks or other obstructions above or below ground in the areas required for construction under this contract shall be removed, cared for and/or properly replaced by the owner, except as stated hetein. PAN ROOF ON EXISTING DECK wi ~ ~ TERMS OF PAYMENT: It is understood and agreed that the terms are cash and payments as set forth below are due on billing. It is lurther understood and agreed that progress payments and any charges lor extras. changes and additions shall be paid before the screen is completed. II lifetime Aluminum incurs any expenses in collection payments or enlorcing terms of this agreement. the owner agrees to pay lor such costs and expenses including reasonable attorney.s fees and court costs. Venue for any such collection shall be in Pinellas County, Terms & Finance All C.O.D. JOBS - 50% DEPOSIT REOUIRED Contract Price 2435.00 I have read, understand and agree to the conditions pri ed or written on this contract including Deposit the reverse side hereol. and no verbal agreements canst I te a part 01 it. This contract is void if not accepted by both parties within 30 days. Bal Due - wner ACCEPTED: Owner SUBMITTED to lifetime Aluminum by ACCEPTED: lifetime Aluminum by TERMS ON THE REVERSE SIDE ARE PART Of THIS CONTRACT, Date Date AREfULL y, 4-lf ~ ~ ~ -~?, 7[ :1 "2. ,c-t "2. ,(. '2 ~ -- . -+\---Q , ~.~ ~ ~'____ I ._....... _~._ li " Ij 11 -~- -- -"-_. Z~z.. t - u<z ~~~~lj ::1 ~ -t"l ~ ~ \ \' ~ ":; f f\ t ~ ~ ~ \' \ - -.-. ..... .1>0 ~ \II --- -_&- , SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS ';:..;.........1/._ i- f; 'LW FOR f; MAX. H* UPRIGlff HEIGHT (h) / T-- VARIES I EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) 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) 'LW LOAD WIDTH I FOR ROOF BEAM t- - 'P/2' ~ - 'P/2' SIZE BEAM AND UPRIGHTS r (SEE TABLES) O.H, 1., /;/1 SOLID ROOF ~ -.-I Ii / NO MAXIMUM / (ELEVATION SLAB OR GRADE) r---- VARIES ALTERNATE CONNECTION @ FASCIA ALLOWED (SEE SECTION 7 FOR DETAILS) f; W <.')0:: z:J -I- 1-0 ~:J x 0:: WI- (/) 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 + OH 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: VARIES L---....:. 'P' V~RIES P = PROJECTION FROM BLDG. LW = LOAD WIDTH 1 1100#8-1231 130 I 140 I 150 I . .. #10 #12 #12 TYPICAL SCREEN ROOM SCALE: 3/16" == 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona. FI32121 TEllephone #: (386) 767-4n4 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, P.E. SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS EDGE BEAM ALTERNATE CONNECTION: (2) #10 x 1-112" S.M.S. THROUGH SPLINE GROOVES 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ #10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. SIDE WALL HEADER ATTACHED TO 1" x 2" OPEN BACK W/ MIN. (2) #10 x 1-112" S.M.S. SIDE WALL GIRT ATTACHED TO 1" x 2" OPEN BACK W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES CD FRONT WALL GIRT CD 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ #10 x 1-1/2" S.M,S. MAX. 6" FROM EACH END OF POST AND 24" O.C. 1" MIN. FRONT AND SIDE BOTTOM RAILS ATTACHED TO CONCRETE W/1/4" x 2-1/4" CONCRETE/MASONRY ANCHORS @ 6" FROM EACH POST AND 24" O.C. MAX_ AND WALLS MIN. 1" FROM EDGE OF CONCRETE . <1 " TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3" = 1'-0" Lawrence E. Bennett, P_E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.o. Box 214366, South Daytona. FI32121 Telephone #: (3861767-4774 Fax #: (3861767-6556 Email: lebpe@bellsouth.net PAGE 3A-6 @ 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 COMPOSITE ROOF PANELS: (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 SIDES 2" x 2" OR 2" x 3" HOLLOW GIRT AND KICK PLATE 2" x 2" HOLLOW RAIL POST ATTACHED TO BOTTOM WI MIN, (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES /- , ~ SECTION 3A RISER PANELS ATTACHED PER CHAPTER 7 HEADER ATTACHED TO POST WI MIN. (3) #10 x 1-1/2" S,M.S. IN SCREW BOSSES 2" x 2",2" x 3" OR 3" x 2" HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x 1/2" S.M.S. IN SCREW BOSSES 1" x 2" OPEN BACK BOTTOM RAIL 1/4" x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O.C. (MAX.) Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368. South Daytona. FI 32121 Telephone II: (386) 767-4774 Fax II: (386)767-6556 Email: lebpe@bellsoulh.net PAGE @ COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E. BENNETT. PE TYPICAL UPRIGHT DETAIL SCALE: 3" = 1'-0" 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 O'-g" d 10 4'-3- d 5'.2- b 5'-0" b 0'-10- d 11 3'-11" d 4'-6- b 4'-4- b O'-g- d 11 4'-1- d 4'-11- b 4'-9- b O'-g- d 12 3'-9" d 4'-4- b 4'-2- b O'.g- d 12 3'.11- d 4'-9- b 4'-7" b O'-g- 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 g'-g- 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, Sooth Daytona. FI32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsoulh.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" 4'..()" I 4'-6" I 5'..()" 5'-6" 1-r-1ll-O" I 6'-6" 7'..()" I 7'-6" Allowable Height 'H' / bending 'b' or deflection 'd' 2" x 2" x 0.044" Hollow 7'-6" 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 0.04S" 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 0.04S" Hollow 1 0'-2" b g'-S" 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 O.OSO" 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 S" 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 L 6'';'~,.,:S~ 15'-6" b 14'-4" b 13'-5" b 12'-8" b 12'-0" b 11'-5" b :I<tJ'-~ 10'-6" b 10'-2" b 9'-10" b 2" x S" x O.OSO" 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 O.OSO" 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 0.04S" Snap 10'-5" b 9'-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 0.04S" 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 3" x 0.04S" Fluted 9'-1" b 8'-5" b 7'-10" b 7'-S" b 7'-0" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b S'-g" b 3" 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 3" 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 0.12S" 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'-S" 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 at120 MPH velocity; using design load of 1S.0 #/SF Tributary load Width 'W' - Purlin Spacing Sections 3'..()" 3'-6" I 4'-0" I 4'.6" I S'..()" I S'-6" I 6'..()" I 6'-6" I 7'''()'' 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 S'-9" b 5'-5" b 5'-2" b 4'-11" b 4'-9" b 4'-7" b 4'-5" b 2" x 2" x 0.05S" 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 0.04S" Hollow 7'-9" b 7'-2" b 6'-8" b 6'-4" b 5'-11" b 5'-8" b 5'-6" b S'-3" b 5'-1" b 4'-11" b 3" x 2" x 0.070" Hollow 10'-4" b 9'-7" b 8'-11" b 8'-S" b 8'-0" b 7'-8" b 7'-4" b 7'-0" b 6'-9" b 6'-6" b 2" x 3" x 0.04S" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-9" b 7'-4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 2" x 4" x O.OSO" 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 S" x 0.062" Hollow 12.-10" b 11'-11" b 11'.1" b 10'-6" b 9'-11" b 9'-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 O.OSO" 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 O_OSO" 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 0.04S" Snap 9'-8" b 8'-11" b 8'-S" 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 0.04S" Snap 10'-5" b 9'-8" b 9'-1' b 8'-6" b 8'-1" b 7'-9" b 7'-5" b 7'-1" b 6'-10" b 6'-7" b 3" x 3" x 0.04S" 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 g'.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 9'-9" b 9'-5" b 3" x 3" x 0.12S" 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 0.12S" 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 EmaU: lebpe@beHsouth.nel @ 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 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 W/ (2) #10 x 3/4" S.M,S. STRAP TO POST AND (1) 1/4" x 1-3/4" TAPCON TO SLAB OR FOOTING SCREEN, ACRYLIC & VINYL ROOMS r- ~ ~ Co C') 1- 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 W/ 3" COVER (TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4" = 1'-0" 1" PER FT. MAX. FOR 2'-0" MIN. BEFORE SLOPE r TYPE I FLAT SLOPE / NO FOOTING 0-2" /12" d <3 . " 3-1/2" (TYP. ALL SLABS) (1) #5 BAR CONT. (2) #5 BAR CONT. d --~ 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 / 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 1M e31M (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 beam or fourth wall frame is required use a Type II footing minimum. SLAB-FOOTING DETAILS SCALE: 3/4" = 1'-0" __ -<J- " 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@beIlsouth.net PAGE 3A-38 @ COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. PE SECTION 7 PRIMARY CONNECTION: (3) #__* SCREWS PER PAN WITH 1" MINIMUM EMBEDMENT INTO FASCIA THROUGH PAN BOXED END EXISTING TRUSS OR RAFTER #10 x 1-1/2" S.M.S. (2) PER RAFTER OR TRUSS TAIL #10 x 3/4" S.M.S. @ 12" O,C. EXISTING FASCIA FOR MASONRY USE 114" x 1-1/4" MASONRY ANCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" S.M.S, OR WOOD SCREWS @ 12" O.C. EXISTING HOST STRUCTURE: WOOD FRAME, MASONRY OR OTHER CONSTRUCTION SOLID ROOF PANEL PRODUCTS PAN ROOF ANCHORING DETAILS ~ L_ SEALANT HEADER (SEE NOTE BELOW) ROOF PANEL #_* x 1/2" S.M.S. (3) PER PAN (BOTTOM) AND (1) @ RISER (TOP) CAULK ALL EXPOSED SCREW HEADS 1-1/2" x 1/8" x 11-112" PLATE OF 6063 T-5, 3003 H-14 OR 5052 H-32 SEALANT HEADER (SEE NOTE BELOW) ROOF PANEL #_* x 1/2" S.M.S. (3) PER PAN (BOTTOM) AND (1) @ RISER (TOP) CAULK ALL EXPOSED SCREW HEADS ROOF PANEL TO WALL DETAIL SCALE: 3" = 1'-0" ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #_* x 112" LONG CORROSION RESISTANT SHEET 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 #__* x 1/2" SCREW EACH. THE PANS MAY BE ANCHORED THROUGH BOXED PAN WITH (3) EACH #_* x 1" OF THE ABOVE SCREW TYPES AND THE ABOVE SPECIFIED RIZER SCREW. #_* x 9/16" TEK SCREWS ARE ALLOWED AS A SUBSTITUTE FOR #_* x 1/2" S.M.S. ROOF PANEL TO FASCIA 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.QS56 Emaif: lebpe@bellsoulh.net PAGE REVISED APRIL 2007 7-2 @ COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E, BENNETI, P.E, ~ "" ~ 0 0 "": )( ,.... N Q) :0 )( IV M t- SOLID ROOF PANEL PRODUCTS .. QI c: _ ....0 Q.QlO ......0:: Cb.3-o ~("')-.q.......t---O(",)(",)CO Cl)U~ ns~T'""r-~NNNN 0:: 2'" 0 ..QUi~M~r-M o(-t)ComT'"" <<UJ CO'" ",'- ;;, ~;"";""CoU;loMM~ II') a.C fI) '-,- ......,- oo~ .. co,...... 0'-('1')""""""" <0 ('I .c: -g...-,-C\fNNNNM: "" 0 0 all'2- - M- ::,,= M- ~ ..- co :? _I _I or; _, ~ _, 'r 0 ~NN ",-oC>~Cn)( ~~ (A~~~m~~~g ..QI - .<::==0 ~c4:oao;""'<OlO(r)M;"" ~ co ~ _, ~ _, _, _, _' _, _, OU VMMMMMMM ~~~~~~~:rig o v~~'rii{C{~;:~<o ~ -' N - ~ -' _I 0 -' f/)~'-""""-oo,-O> .. E o o 0:: ~~ ~~~~~~~~g ~ ~ ~ ouMc<xt;:~9Ci(~m;- ::EJi ~N;:- - ooc;,m a5 U)T'""...... ,-...... .. .. ~ C) ~~~~~~~~g N~_ _ _ allc:M-----~- ,- co _I '1" ~ ";- '1" "1" ,- ~ ~~(ncocorocor:r... Uf'CX>NM<OOON ftI,-...--NNN(",)('f')~ o v~~~;:q,~~Cp~ ~ lo -' _I N N - ;-;- ~"T"""'"('I')N,- ~~ ~N~~~M~~~ ~,g- - ..-;~;::<{(o;-r-'-toE c - -' (:) -' - I ""';" -' :J .. 0 O>O>(o(oCOc: E ~~~~N~~~~ci o ~::::_----......-c-= c"';-<?<?9f';--c-T'""C( ~ <0 <0 10 ~ M - -' N (1)"-'- ,-...--~~-- -g~Xooono~~o~ :; O~OT'"NN"'~~"'_)( >N==..-..-............-..-.....T""c:., a~ 1.OIOLOOl.......mmN ;~_~Vll)tO<or--CX)co~ .<::=-0 :;cc{~99;:9~ut~~ >co __ 1_____ OU VVMVMMMM ~~~~;;~~~g o v~;:c,~~~Cp~ot ~c:,MNN- - ~o c.o ,- ...-- ,....... ,- <.0 E o o 0:: '-"0 ~M"""'N~lOlO("')O 3:: ~NNM<">VVll)<O -gE...=:::_ ~= ~- _~- ~u c'9....---r;,-~~..-crr ~ ~ ~ M -' N -' - - -' b ores ct)~~-r-~'-~-r- .. tII .. (3 b,.....Nm,-tl}l.{)("')O caNM(",)~-..;t.......tl)<<> ",,0 ~~;-lnCo~'-'-<ON !" ~ b -' _i I . _' _' ~..-..-C))O><OCx>COcx) ~~~~~~gg~ o "llt::::-,-,------ c:<?,..-..-~~<?<99 ~CO~~(r)MNNN .. ~~ .. ... .. QI E> 08 ;'''''''CO<'\lM<DOO-q- o tV ,-N<'\I<'\I("')("')(") CDO::'U 0 ~c:~C'"')::::: -----=b :CCDU ;..-0?<9<9~U;>"?..- Lt)f:f ~U;loMMMNN~ ~~< UJ ,-,- '-'-'-,- M all ~ < ~~~~~M~~~ "" E _ < allc:OO~~;",= - - E .....tV',- I .alCON Q N -' ;- -' b _I _I _I ::::J c,o'-::'-O,-OlOlOl c: E bMVI'-I'-OMM<05 CU,..-,-,-,.-NNNN ....... o "llt::::,.-- - - - ,-,.-- C:..-F";-u:~r-;-,-,-,? ~r.-.r-<O<Oloc:,c:,M Clf)"- '-,..-"'- SECTION 7 Q)~ U)tl)lOm......rn(J)N c: > ."d'"ll)ID<O......<X>CO~ ~.!!=o r-+:i<C 0- - - - - - - - ~; ~5>5'5'5')>5>s>5' OU vv","vvvvv bMI'-NVCOCOV~ ~ CQNNM('l")("')("')"d'"tO to o Cl. """~,;&~y:>~~Cp9<9 :5 ~;...<oioioMMMN "0 co,-..- ...-,-,- '" Q) ro Q) .2: t) Q) :to: '" Q) :5 III E o o 0:: r-"C b('W'),......N~<X>CX)...,...- ..!! CD nsNN('W')(",)(,,)('t)~1.O :J <.0 0 ~..2M::::b,-- ,-= - - - 00 c ..-"7..-~~q>,? ::EJi l1<ou',ioc:,M(ryNN aIJ 1iO,-,-r-..-...-..-..--..-- III III .. (3 ~~~~~~~~g 5 ",,0 :!~"-<r'?cr~~;-lo m ~ . - - - 1 . _ , to CI)~N-- ~~~Cn.n 'U '" .Q -0 ,~ Ci Cl. '" ~~~g:~~gg~ o v=:::-------- C9<9ll?<":"<9q>q>""; qCnCot--t--COlnloln en"-"- ,-..- 0 c: Ol .0; Q) o .. ... .. QI E> 88 ~~~~~~gg~ a>0::'U 0 ~C:~M~<u~~bNlofoo :I:CDO CG'I' 11'''-- Ul~.:! QCoCo;:.....tbiDloin;'; ou- 1ft ..--,- ,-..-.--..-- ....(1)< ... all ~ Ol c: !t,I'-CONM<OOON -E m,-,-NNNMMoo:;f' Q) NE _ _ > allC:~O~m","mmN 0 .....C1J1,-r-.i.ll+ C ro -I -' N N - - - ..c. CI) ~~ ...-..-- u .~ ;,M'V......,.....OM('t")W co ~...-...-...-,-NNNN 3. -..:t:::::..----..------ + c..- r-;- <"?...- ~ '1" '1" 'i" ..c ~obCna;.Cx>r.-f..-lo U foONN "-"-"3 E o e .. QI ;00 Q.QlO ......0:: CD.a"C b("')'V.............OMMID en u ~ ca'- ...-NNNN ir 2'" 0 II ..aUi..2M~WNO(oO "-~.r:. <<(I) ca" . ..--1...... ;.; CJ.bbti,Co;:':'~~(O u U') Q. II: 1ft N N ,- ,- ..- ..--"- "3: oo~ N Qi bM-.;:t,............OMM<D c ",-,-..-,-NNNN ~ NO -- '0 ~~r.;.;-~9~;:::'? e ~ (0 (0 to ;s.. (or) .' -' N IiO ~~..- (ij (5 "g~i:OOOMO-W;~O t- - OQ.O....NN...~~." Gi 3:N~........-..-..-.......-T""..... ~ 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: Jebpe@bellsouth.net PAGE @ COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNElT, P.E. (I) iL-g ~ 0 :ft:...J -1/1 Jccn:l f 1:JO <.oQl IV.;: E~ o l'll gu ~~~g:~::n~~~~ ...J>CDO::'U 0 1:JL.N QI- Q) O:i:;~MC..~i-;-~<9~~~;: =a ';1.0 f~ ~MMNNN-;....6 a.-OU- cn"-"'-'- "'-'-.- q: ~M(I): _ l'll_~ s::o.. .~ Cii< 1/1 1/1 E ~ 0= E 1:J1:JE s:: :0 ~ IV1:J< 1/1 C:.!!! s:: l'll QI ~u;;",o en >oQ. QI 0 L..-....:sa:: ~ en CD_-U bM'VO"-('W'),.....,.....N ..0 j.!! 0 CD m..-,-NNNNNM l'll1:JO::Sg .2 ~ C:~(I)(jjMc'?"-"-~;-~~9 0,-0:: cQI (;, ~(o;;,c.;MMNNN = ol.Oa.c en.........-.- ..-.......,-..- q:-oo~ "" ~("')-q-""""O,,""""N ca..-.........-.-NNNM NO 0 all=:::- = = = = - = = II) ...-CMONOCO.........-COO ~ c:, c:, ~ ~ -' '~b 0 .. ...--.........- )( N ~~xooo("')o-w;~o~ - OQ.OT'"NN"'~~'" )( ~N~""''''''''''''''-''-''-'''''''''''M 7-31