The URL can be used to link to this page

Home My WebLink About01-0039 BUILDING PERMIT CITY OF ZEPHYRHILlS (813) 788-6611 Permit 003'1 1/11 J 01 Date 7S~ BUILDING 3o.~' ELECTRICAL PLU~ING MEC~~NICAL Sewer Conn Water Conn: Property Owner: '} 0 ~ '" A ) L.. Job Address: ~gOl/" '6~ Av-e PareeII.D.# /(-)(.;,-),. 0010- (2~D()-Olil Zoning: Energy Code: Radon Gas: DescriPtion of Work I 2 )( (~ G Ie s ~ {oo{r-o. Water Meter: T.I.F.'s: NO OCCUPANCY BEFORE C.O. FINAL 1-.3~ - tJ / DATE Complete Plans. Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. c.o. DATE sR Inspector City License Registration # State Certified License# Permit Fee I OS. ~ \... Signature -4;7. uJ1-.? Company Address Telephone# Valuation or Contract Price 5,.S ~ '-1 . q.::: , ./ rr --_;>7 C/_ / ! I ({ '5 '5 Allot".... Cc. "./,' s Ie ~1(2C . Ftr. l Pre SLB II Jl '1>( cJv Lintel FRM. ~b\ e.\L Insul. CL WL SLB Tub Set Water Sewer Final ME BUILDING ELECTRICAL Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final Breakers Ducts Insl. Compressor Final Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons. a charge of Fifteen and 00/100 Dollars ($ 25.00) shall be made for each trip for each trade: a. Wrong Address b. Condemned work resulting from faulty construction. C. Repairs or corrections not made when inspection 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. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. .. " ~l\J lido' o \ (L 1'\ '-.1 7 A Lv",^, N.S........ "3 ~D'fto 1J--k- A Vol US'S /b:%1v... i SQ. FEET PRICE . MAIN OR LMNG AREA $ OTHER AREA UNDER ROOF $ OTHER VALUATION $ 55~4 BUILDING: $ 7'5. v~ CREDIT: $ fJlfr ELECTRICAl.; $ '3 u. ~...~ PLUMBING: '$ IJlrr MECHANICAL: $ ,J/ff RADON $ tf/yy -r;:T~ 4 lo4~u~ I TIF'S:I' I rJ fry .~'~ - l /~1J(r 9 ~ APPLICATION roa PBRYIT CITY or ZBPBYRBILLS BUILDING DBPARftIBNT DAD IUIlCBIVBD ' 1 Irlo , PLARS IUIlVID I'BJI OWNER'S NAME S I-J DIE JOB ADDRESS ,} go ~ { :J; /I~ /!.s/I gr#'/J"'i; Ztp/UjA:-A, //6, PHONE p/j- ?6't'- /~//) /f. 3'-q~j'4/ . LEGAL DESCRIPTION: LOT(S) BLOCK PARCEL ID # II - :<t: -,2/ -CL'/t-' - /,~5/lLJ- /'/1'/ WORK PROPSED: DNEW CONSTRUCTION ~ ADDITION D SIGN D MOVE SUBDIVISION (OBTAIN FROM PROPERTY TAX NOTICE) DALTERATION D REPAIR o INSTALL D DJj:MOLISH PROPOSED USE:~SGL FAMILY DWELLING o COMMERCIAL OMULTI - FAMILY o INDUSTRIAL 0# OF UNITS o SWIMMING POOL o MOBILE HOME o OTHER DESCRIPTION OF WORK CJ RESTAURANT & HEALTH DEPARTMENT APPROVAL /efi X /r' tf/l5Sh/J/J1 2. W It LL S ~} /1tt7 +1/ HEIGHT BUILDING SIZE SQUARE FOOTAGE o BUILDING D ELECTRICAL D PLUMBING o MECHANICAL PERMITS REQUESTED $ 1/-5:!t '-I ~t CO PLANS & (2) SETS OF BUILDING PLANS &n~~.) ,~T ENERsr FORMS. OF BUILDING PLANS & (1) SET ENERGY F~.~~. .' REQUIRED FOR ALL NEW CONSTRUCTION .,,(/ . / ! /1 r(6~-/. ~.,.....~..- RESIDENTIAL: COMMERCIAL: ATTACH (2) PLOT ATTACH (3) SETS PROPERTY SURVEY ~ ( I VALUATION OF TOTAL CONS~RUCTION "'.." .~",./' D FLORIDA POWER "-, ".[J ..,WiR. E'; C. ./ AMP SERVICE $ VALUATION OF MECHANCIAL INSTALLATION DGAS o ROOFING o SPECIALTY o OTHER TYPE OF CONSTRUCTION: 0 BJ.!OCK o FRAME o STEEL o OTHER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAD YES 0 NO 1111~iillii~illlll!!~jlli!ml~~lilill!II!lllii!illl!!lilIliiililiiii~lliilliilil~ill!lmlilililllili: -- - --~---- - .- ;1!!ilmlllilillm~millmmillllmlilillliillllillli~i~II!1lllliiiiiiiiiiiiillllllllllllllll ~ILDY i \ ..... . SIGNATURE vA~b-)\ O~ ****************************************************************** ~I&C~~ SIGNATURE (:?~#~,~.t1--?l COMPANY (, A P. J.- J 'S L.. ~ E ~ <;'11\ I (. STATE CERT OR REGIST # CITY PROCESSING # 1'&7~ I ****************************************************************** PLUHBBR COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE IilBCBANICAL * * * * * * * ** * *,* ** * * * * ** * * ** *** * * * * * * ** * ** * * * * * * * * * * * ** *'** * * * ** * * * * * * * COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** OTHBR COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS The ~ntlersigned understands that this permit may be subject to ~deed restrictions" which may be more restrictive than City regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. B. 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 City of Zephyrhills Building Department, 813-788-6611. Furthermore, 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 signs 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 may be an indication that he is not properly licensed and is not entitled to permitting privileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of ~Florida's Construction lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other that the ~owner", I cerify 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. E. 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, City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other governmental 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 Regulation-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 *U.S. Environmental Protection Agency-Asbestos abatement I also certify that, if fill material is to be used in Flood Zone ~A" or ~A,etc.", it is understood that a drainage plan addressing a ~compensating volume" will be submitted which is prepared by a professional engineer registered in the State of Florida prior to permit issuance. 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 code. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of issuance, or if work authorized by the permit is suspended or abandoned for a period of six months after the time the work is commenced. One 90 day extension of time may be allowed for the permit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An approved inspection must be logged during each six month period, or the project will be 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. JOBS UNDER $2,500"IK VALUE 00 KOT KEED TO RECORD AND POST A "KOTICE OF c~c~n~ ~~~~;. ~Efof;GENT s~~'iL~ '" STATE OF FLORIDA ? COUNTY OF . Asc () The foregoing instrument was ack~owledged Before me this s.u.. day of ~~, ~.,:tooo by SADI6 IS. A-Sh5. (name of person acknowledged) Owho is personally known to me, or STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged Before me this ~day of ~ VI(,la~'a , rg d:Q..oo by I< 0 IV Ai- D'S. 11 \ r \U V2 'i ~ (name of person acknowledged) ~o is personally known to me, or 'PAsc 0 l&twho has produced rL DL fj;)OO-'l<6:J.-:;VI-19-iJ (type of identification) and whoO did ~did not take an oath. ---b:{ () ~ Q-O ~-K' Q>-z..Q)u~ Signature of person taking acknowledgement o who has produced (type of identification) and who Odid Diid not take an oath J-1 (~JLQ ~ fTlJ_k ~~ Signature of person taking acknowledgment :"! MY COMMISSION Ice 883040 - EXPIRES: October 25, 2003 BondId ThnI F'idlIrd Insul8llC8 Agency State of Hclt; ,{))J County of Rcpt: 465543 Rec: 6.00 DS: 0.00 IT: 0.00 01/05/01 __n _ __' Dpty -Clerk ~~90~~~IMA0N~'5PASCO lCOUNTY CLERK I. 3pm of 1 _~S::K 4513 PG 429 '"'''' "'" "'" '"'' "'" "'" "'" /1'" "'" "'" """" 2001002264 NOTICE OF COMMENCEMENT THB lmOERSIGNED hereby gives notice that improvement will be made to c~rtain real property, and in accordance with Chapter 713, Florida Statutes, the follo~ing infor~ation is provided in this Notice of Commencement: 1. Description of Property: Parcel No. 11-.-1(p -01/- ?Jt:'/C' - /d'5bI!'- t'/.bl (Legal description of the property and street address General Description of Improvement /A"...v /I? ~/I.s:SRt:tJ?;'J if available) 2. 3 . O\.mer Information: Name <.Jt,V;,.u I ...5~i:UL3 /15-'// l\ddress ""60 ~&" Ill. /JI/G CityZIjD/Zjh( A,lh Interest in Property: C ltJv&L State 12- 53 5 ~( Name of Fee Simple Titleholder: (If other th~n owner) Address City State K. :l~'~~~... Ij. 5 . Contractor: Name ~fs 1-11 VIJ1/A../ i//7/1 d - Address J1q/~ 1- /Iv;;; Surety: Name All f S: /eE77j Address70. f.3t:x r!/:;;Jt/1 -; I { , J /} J/J.sC;J~-1 City7~ty'/tAI //s })/V/ J it) AJ I State 1='1. J J 5511 City O/J,!'/ Ii <. State TV Address .City State 7. Persons within the State of Florida designated by Owner upon whcm notices or other documents may be served as provided by Section 713.l3(l)(a)(7), Florida Statutes: lIome .Af" 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(1)(b), Florlda Statutes. <J. (':xpirn1.j,'m dt'lt.e ot UCJtlce or Commencement (t.he explratlc..n date is 1 yeQr fr~m the date uf recording unless a different date is specified.) 'l II / ~ / . . /' Signature of owner;;' ,A:JAr'~; Sworn to and subscribed before /.5. I2z.L -fJ.. J)L fl 'J.DO-7~)'- ;).'7. q 5::1- 0 f/Y\,./ f.Ll>~_ me this s-C/..-t... - day of -l-9 ~ot) I) . Notary Publ ic : My C:Jmin.i s s ion Expires: PC93053048 '7 '10 - /" / 0 RJ's ALU~NUM MASONRY CONTRACTOR PROPOSAL SUBMITTED TO: 379127thAvenue Zephyrhills, Fla. 33541 Phone: (813) 788-3741 N'~~ STR :_5 r6~~ 9,L~ CITY!2~, ~ STATE: ..J 3 5 'T I We hereby submit specifications and estimat~ 't-j Y J J ~~~ J Of} 4 f,SJ IX/] J~ ~p~ /:2..)(J?~~ T~ t:J~ :J~'Xg()~ 1-~~~P~ dollars ($ 7"- S- ~ ~ I with payment to be made as follows: it' !, AuohomedS~'Me ~ I)- / U 4 t- ACCEPTANCE OF! PROPOSAL The above prices, speclflcetions and condttions a,. hereby accepted. You a,. authorized to do the work .. specified. Payment will be made as ::::: __ X..1.J-.;/J. tU- ~ ~ ~ D8te / - :2- - t:J I Signature _ Lawrence E. Bennett Civil Engineer & Development Consultant P.O. Box 214368 South Daytona, Fl 32121 904-767-4774 904-767-6556 fax January 02, 2001 TO ALL BUILDING DEPARTMENTS Re: "Aluminum Structures Design Manual" Master File Engineering Plans Examiner, This is to certify that the following contractor and/or AAF Chapter/Member is hereby authorized to use my latest "Aluminum Structures Design Manual" for the year 2001. This authorization also applies to any signed and sealed master file drawings, "One Permit Only" drawings or any site specific drawings I may furnish the contractor. Ronald Vickery RJ's Aluminum & Masonry 37912 7th Ave Zephyrhills FL Thank you for your Sincerely, Lawrence E. Benne CI.TY ~ ZEPJIYRHILLS BUILDING DEPARTMENT OWNER 4 j) I I:[ l' <Jc HAJ /Is/I. JOB LOCATION 36/N/t pi /lvi?, Z&j>.1'f..?/zI//.s., R, J..'J5-tJ/ PARCEL I.D.' # II - 2~ - ~ /.- ~tJ/~ -: /Jl5ctJ - t'J/8/ SIIOH ALL _eXISTUIG &: PROPOSED STItUcrURES GIVING DIMENSIONS & SE'l'BACKS. ( 7'~ 131. Rooy NEED' tJ!W '-Of,)' (l.. f~, '7'1. 1"3 I ALt./M I tJl)M A06~ I I< I ft I At..ul't! I Ih)tl1 I;.l.AS 12. ~6'", 70 BE At:U~~l) P-X/51'IrJG- 5HE'f) ~3' EX.J~T/IV~ ~"ust: UTILITY BUILDINGS MUST SHOW SIZE & FOUNDATION INFOR- MATION. . " f ,: (d~S~ Aoo}')\ I~' I;;T~ 6E APlta I 2. LJ Ik..j,~ 11" - I EJCT. C.AKPDAT . I , -- -r-- ~;1' ~ ~~ QV (;.LASJ RtoM OJJ 5~/sn c. CH-J c.1Ia UEI , b7 en Av t. FRONT PROPERTY LINE (NOTE EXAMPLES 1 & 2) STREET FRONT PROPERTY LINE FRONT PROPERTY LINE :r:u)'--&JL-K(l~r\ oF ~Tte.lL S~ 0""(1....1 V/litf ~ AppGt~fL lqq. q Nf:C- SCREEN, VINYL & GLASS ROOMS SECTION 3 SELECT EDGE BEAM TABLE 3.1.1 AND 1 OR TABLE 3.1.2 MINIMUM 3-1/2" SLAB ON GRADE OR RAISED FOOTING (SEE DETAILS FOR FOOTINGS) -'LW'~ FOR MAX. UPRIGHT LENGTH ~ 1___, ROOF . I 1" X 2" ----1 VARIES NO MAX. (ELEV. SLAB OR ON GRADE) TYPICAL GLASS ROOM WITH SOLID ROOF. TYPICAL FRONT VIEW FRAMING * (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1 "x2" PLATE TO BonOM OF WALL BEAM) ALTERNATE CONNECTION AT FASCIA ALLOWED (SEE SECTION 7 FOR DETAILS) SOLID ROOF LOAD WIDTH FOR ROOF BEAM I LW")-r I f- P/2 '1 .. L .O.H. EXISTING STRUCTURE SIZE BEAM AND UPRIGHTS (SEE TABLES) P = PROJECTION FROM BLDG. LW:: LOAD WIDTH VARIES l~PVARIES-j TYPICAL SCREEN I GLASS ROOM SCALE: 1/4" = 1'-0" NOTES: ANCHOR 1" x 2" OPEN BACK EXTRUSION WITH 1/4"x2-1/4" CONCRETE FASTENER MAXIMUM OF 2'-0" ON CENTER AND WITHIN 6" OF UPRIGHT ANCHOR 1" x 2" TO WALL WITH 2-1/2" #10 SHEET METAL SCREWS WITH WASHERS 2'-0" ON CENTER. ANCHOR BEAM AND COLUMN INTERNALLY OR WTH ANCHOR CLIPS AND #10 SCREWS AND WASHERS. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767.4774 FAX (904) 767-6556 SEAL @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. PAGE 77 tI'"I ~~ ~~ ~~ ~ m )> ~ m h; ~ z '^~~ ":tv.. 'm --\ cJ ~~ - - D ~ .. a() '::: ~ ~ ~ z ~ '1 >f' ri" <:: 0 ~U\ - ll'\ z: _ c; z. 3 ~ flit' ~ 0> ~ QQIt - -3"^ z.. Q ct I ,.. 2. '> Il"\ 2:J )(. ~ - Q U\ ~ -4.:..j ~ If' '" Q ~ ('\ ~ I'tt --t ht w ~ ~ C) Z ti ~ ~ IS o Q hI I\J ~ <. Q!. ~ \11 r') 0- (I) ~ ~ s: - ~ fa ::> )< ~ [ry~ ~ "0 :3 :cO <( I-Z ~ ~~ ~ Z ~ , W - \ t- ~ ~ \t\~ ....... \:!o.c ~ .t.t"" 0: SCREEN, VINYL & GLASS ROOMS SECTION 3 MINIMUM 2" x 2" x 0.032" (TYPICAL) SOLID COVER EDGE BEAM (/) w a: ~ MAXIMUM WIDTH = EDGE BEAM SPAN (/) w a: ~ SHEETING MINIMUM ONE SIDE ---1 / SLAB 3-1/2" MINIMUM ---! (SEE DETAIL) TYPICAL ELEVATION GLASS ROOM WALL (/) w a: ~ EDGE BEAM CHAIR RAIL 2" x 2" WINDOW HEADER ANGLE (1) SIDE OR BLIND SCREW WINDOW ADDITION ANCHOR WI MIN. #10 x 1" S.M.S. @6" FROM EACH CORNER AND 16" O.C. MAX. 2" x 2" ALUMINUM EXTRUSION KICK PLATE ANGLE (1) SIDE OR BLIND SCREW TYPICAL ELEVATION GLASS ROOM WALL Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P.O. BOX 4368. SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767~556 @ COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E SEAL PAGE 3-5 SECTION 3 CONVENTIONAL FRAMING OR ALUMINUM FRAME SYSTEM AS MIN. SHEET ONE SIDE FOR SCREEN ROOM AND BOTH SIDES FOR GLASS ROOM. USE STANDARD NAIL OR SCREW PATTERNS FOR ANCHORING. ALUMINUM SHEETING OR VINYL SCREEN, VINYL & GLASS ROOMS ~ ~ <1 ~ <1 GLASS ROOM WALL SECTION Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL PAGE SOLID ROOF WINDOW FRAMING CAN ATTACH DIRECTLY TO HEADER GLASS WINDOW INSTALLED PER MANUFACTURERS SPECIFICATIONS ~ 3-6 @ COPyRiGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3 ALTERNATE CONNECTION DETAIL 1" x 2" WITH (3) #10 x 1-1/2" S.M.S. INTO SCREW BOSS (2) #10 x 1 1/2" S. M. S. INTO SCREW BOSS ANCHOR 1" x 2" PLATE TO CONCRETE WI 1/4" x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AND 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6 x 6 -10 x 10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE SCREEN, VINYL & GLASS ROOMS \ .. BEAM I HEADER ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS MIN. (3) #10 x 1 1/2" S.M.S. INTO SCREW BOSS 1" x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE ALTERNATE HOLLOW UPRIGHT TO BASE AND HOLLOW UPRIGHT TO BEAM DETAIL 2" x 2" OR 2" x 3" OR 2" 5MB POST ANCHOR 1"x2" CHANNEL TO CONCRETE WITH 1/4" x 2-1/4"CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AT 24" O.C. MAX. ORTHROUGH ANGLE AT 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6x6-10x10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE (4) #10 x 1/2" S.M.S. EACH SIDE OF POST HEADER BEAM H-BAR OR GUSSET PLATE MIN. (4) #10 x 1/2" S.M.S. @ EACH POST 1" x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE ALTERNATE PATIO SECTION TO UPRIGHT AND PATIO SECTION TO BEAM DETAIL Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P.O. BOX 4368, SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL PAGE @ COPYRIGHT 2000 3-8 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRIITEN PERMISSION OF LAWRENCE E. BENNEIT, P.E. SECTION 3 SCREEN, VINYL & GLASS ROOMS - .Table 3.2.1 Allowable Upright Heights Screen, Vinyl and Glass Rooms Aluminum Alloy 6063 T-6 2" x 2" x 0.036" Hollow Extrusion Wind Zone Load 102 M.P.H. I 110 M.P.H. I 120 M.P.H. I 130 M.P.H. I 140 M.P.H. I 150 M.P.H. Width ADDiied Load 8 # ISo. Ft. 9 # ISO:: Ft. 10 # ISo. Ft. 12 # ISo. Ft. 15 # ISo. Ft. 16.# ISo. Ft. 36" 9'-10" 9'-2" S'-5" 7'-S" 7'-0" 6'-S" 42" 9'-1" S'-5" 7'-9" 7'-1" 6'-6" 6'-2" 48" S'-6" 7'-11 " 7'-3" 6'-S" 6'-1" 5'-10" 54" S'-O" 7'-5" 6'-10" 6'-3" 5'-9" 5'-6" 60" 7'.7" 7'-1" 6'-6" 5'-11" 5'-5" 5'-2" 66" 7'-3" 6'-9" 6'-2" 5'-S" 5'-2" 4'-11" 72" 6'-11" 6'-5" 5'-11" 5'-5" 4'-11" 4'-9" 78" 6'-S" 6'-2" 5'-S" 5'-3" 4'-9" 4'-7" 84" 6'-5" 5'-11" 5'-6" 5'-0" 41_7" 4'-5" 90" 6'-3" 5'-9" 5'-4" 4'-10" 4'-511 4'-3" 2" x 2" X 0.044" Hollow Extrusion Wind Zone Load 102 M.P.H. I 110 M.P.H. I 120 M.P.H.T 130 M.P.H. I 140 M.P.H. I 150 M.P.H. Width Applied Load 8 # ISo. Ft. 9 # ISo. Ft. 10 # ISo. Ft. 12 # ISo. Ft. 15 # ISo. Ft. 16 # ISO:: Ft. 36" 10'-10" 10'-1" 9'-3" S'-6" 7'-g" 7'-5" 42" 1 0'-0" 9'-4" S'-7" 7'-10" 7'-2" 6'-10" 48" 9'-5" S'-9" S'-O" 7'-4 " 6'-9" 6'-5" 54" S'-10': S'-3" 7'-7" 6'-11" 6'-4" 6'-0" 60" S'-5" 7'-10" 7'-2" 6'.7" 6'-0" 5'-9" 66" S'-O" 7'-5" 6'-10" 6'-3" 5'-9" 5'-5" 72" 7'-S" 7'-1" 6'-7" 5'-11 " 5'-6" 5'-3" 78" 7'-4" 6'-10" 6'-4" 5'-9" 5'-3" 5'-0" 84" 7'-1 " 6'-7" 6'-1" 5'-7" 5'-1" 4'-10" 90" 6'-10" 6'-4" 5'-10" 5'-4" 4'-11" 4'-S" Load Width 8 # IS . Ft. 11'-10" 10'-11" 10'-3" 9'-S" 9'-2" S'-9" S'-4" S'-O" 7'-g" 7'-6" 36" 42" 48" 54" 60" 66" 72" 78" 84" 90" Notes: Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 110 M.P.H. wind load requirements to the above upright sizes increases the strength so that additional framing is not required. Screen Splines on 3" side. extrusion turned with 3" side parallel to sole plate. Example: Screen panel width "W' = 60"; Maximum "H" for a 2" x 2" x 0.036" Hollow Extrusion = I 7'.7" I Using screen panel width "Woo (See typical glass room drawing.), select upright height "H" required from the maximum height allowed for each extrusion. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL PAGE 3-20 @ COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, VINYL & GLASS ROOMS TOP 1 x 2 OR 2 x 2 ATTACHED TO POST WI 1" x 1" x 2" ANGLE CLIPS EACH SIDE OF POST GIRT OR CHAIR RAIL AND KICK PLATE 2" x 2" 0.032" MIN. HOLLOW RAIL ANCHOR 1 x 2 PLATE TO CONCRETE WITH 1/4" x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AT 24" O.C. MAX. OR THROUGH ANGLE AT 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6 x 6 -10 x 10 W.W.M. OR FIBER MESH SECTION 3 PAN ROOF, COMPOSITE PANEL OR HOST STRUCTURAL FRAMING (4) #8 x 1/2" S.M.S. EACH SIDE OF POST 'L' CLIP OR 'U' CHANNEL CHAIR RAIL ATTACHED TO POST WI MIN. (4) #10 S.M.S. 1 x20R2x2ATTACHEDTO BOTTOM WI 1" x 1" X 2" X 1/16" 0.045" ANGLE CLIPS EACH SIDE AND MIN. (4) #10 X 1/2" S.M.S. 1" x 2" x 0.032" MIN. OPEN BACK EXTRUSION 1-1/8" MIN. IN CONCRETE VAPOR BARRIER UNDER CONCRETE POST TO BASE, GIRT AND POST TO BEAM DETAIL / r- Lawrence E. Bennett, P. E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL @ COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. PAGE 3-7