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Home My WebLink About95-5121 BUILDING PERMII- NO CITY OF ZEPHYRHILLS Permit. (813) 788-6611 7~51214 - 7-/f-J.~ Date ~~ Property Owner: Job Address: Parcel I. D. # E~[ P~-" /':;t{!f2f:'i;~o - . MEC~~ Sewer Conn Water Conn: Water Meter: T.I.F.'s: Zoning: Description of Work 2)20u ~ ::;? 6 FINAL:1-2-4- po- ~ DATE NO OCCUPANCY BEFORE C.O. Complete Plans. Specifications and Fee Must Accompany Application. C.O. All work shall be performed in accordance with City Codes and Ordinances. City License Registration # ~ ~ State Certified License# (!.- .3 ~ c:'J? () Permit Fee Signature Company Address Telephone# Valuation or Contract Price Ie 00 ,~~.!JQ' -- (7~~~t43'(~/~ UILDIN _ ELEo-RtCAL PLUMBtNG - 'l'i7IECHANICAL Ftr. ~::t~LB ~ --:: FRM. 4J ~ Insul. CL~'" wey 'Q\tY Driveway Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final SLB Tub Set Water Sewer Final Breakers Ducts Insl. Compressor Final REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($15.00) 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. APPLICATION FOR PERKIT CITY OF ZEPIIYlUIILLS BUILDING DEPARTHENT OWNER'S NAME //JAlN/ ~ S/lJlrH OWNER'S ADDRESS S-P02.J jpIIL S"r JOB ADDRESS s- /If?! ,E PHONE...2/'''.. 1 />91 Z Ep/I YR,H ILLS /7, ";'>..?Sl'tJ LEGAL DESCRIP'I'ION: LOT(S) BLOCK SUBDIVISION PARCEL I. D.' } 1- ~ b "';),,1- () () l/) - 0 7' IJ ().c:. {J;)..O tJ (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPOSED: vNew Construction ----!tddition ---..Alteration ~epair _Install _Sign -"ove _Deaolish PROPOSED~E: ~~eF_ilY -"'F _' of Units _MID _ec-ercial _Indust. _Swia. Pool _Other ~estaurant &: Health Departaent Approval DESCRIPTION OF WORK: SC/<E~AJ ~Ol'l" do- /QoOF- BUILDING SIZE: /0( X ~? dS{" Square Feet, 9;p <f ' Height RESIDENTIAL: COMMERCIAL : ATrACII (2) PLOT PLANS &: (2) SETS OF BUILDING PLANS &: (1) SET ENERGY FORMS. ATrACII (3) SETS OF BUILDING PLANS &: (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. PERMITS REQUESTED ~UILDING $ e2;).. ~Lt ..OD Valuation of Total Construction _ELECI'RI.CAL AIIP Service Florida Power Corp. W.R.E.C. -"ECBAlIICAL $ Valuation of Mechanical Installation --PLUMBING GAS ROOFING SPECIALTY . TYPE OF COllSTRUcnOR: _Block _Fr~ _Steel Other FIllISHED FLOOR ELEVATIONS: Fr. IS PROJECT IN FLOOD ZONE AREA'l YES NO .................................**.****** CONTRACTOR SECTION BUTlllER il/PL Acr .lJLif ",. State Cert. or Regist. , CI!. CO..? ""tf"f} City License Registration , ./&:.o **.****..******.*********.*..**.********** cdIIPAlIY Signature RT.RCTRICIAII Si mUllture COHPANY State Cert. or Regist. , City License Registration , .****..****.**.**.*.***.*..*.*..*********. PLUMBER COMPANY State Cert. or Regist. , City License Registration , .....*...********************.************ Signature HECllANICAL COMPANY State Cert. or Regist. , City License Registration f .*.****...******.****...*....************* Signature OTRRR COMPANY State Cert. or Regist. . City License Registration t ...*......**.*****.*********..*.********** Signature APPLICATION APPROVED BY PERKIT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS 'lbe undersigned understands that this penit laY be subject to Ideed restrictions II wbich laY be lOre restrictive than City regulations. !be undersigned assUJeS responsibility for coapliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner bas bired a contractor or contractors to undertake work, they lay be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor laY be cited for a lisdeJleaJlOr violation under state law. If the owner or intended contractor are uncertain as to what licensing reguirl!lents laY apply for the intended work, they are advised to contact the City of Zepbyrbills Building Departlent, (813) 788-6611. FurtherlOre, if the owner bas bired a contractor or contractors, be is advised to have the contractor(s) sign portions of the .Contractor Sections I of this application for wbich they will be responsible. If you, as the owner sign as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wisbes you to sign as contractor that laY be an indication that be is not properly licensed and is not entitled to perlitting privileges in the City of Zepbyrbills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, bave been provided with a copy of IFlorida's Construction Lien Law - lIoIeowner's Protection Guidell prepared by the Florida Departlent of Agriculture and Conslller Affairs. If the applicant is aeone other than the lowner., I certify that I bave obtained a copy of the above described dOCUleDt and pIOlise in good faith to deliver it to the "owner" prior to cOllencelent. E. CONTRACTOR'SjOWNER'S AFFIDAVIT I certify that all the inforlation in this application is accurate and that all work will be done in cOlpliance with all applicable laws regulating construction, loning, and land developleDt. Application is bereby lade to obtain a perlit to do work and installation as indicated. I certify that no work or installation bas ~ced prior to issuance of a penit and that all work will be perforled to Jeet standards of all laws regulating construction, City codes, loning regulations, and land developleRt regulations in the jurisdiction. I also certify that I understand that the regulations of other goverDllental agencies JaY apply to the intended wort, and that it is If responsibility to identify wbat actions I lust take to be in cOlpliance. Such agencies include but are not lilited to: t Departlent of Envirolllelltal Regulation - Cypress Baybeads, Wetland Areas and Envirolllelltally Sensitive Lands, Water/Wastewater !reatlent t Southwest Florida Water Manag8l8l1t District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses t AIIy Corps of Engineers - Seawalls, Docks, Havigable Waterways t Departlent of Health & Rebabilitative Services, EnvirODleDtal Health Unit - Wells, Wastewater 'lreatlent, Septic 'lanks t US EnvirOlllelltal Protection Agency - Asbestos abatl!lent I also certify that, if fill laterial is to be used in Flood ZOne "AI or "A,etc.", it is understood that a drainage plan addressing a lCOIpBDSating 9010181 will be sublitted wbich is prepared by a professional engineer registered in the State of Florida prior to perlit issuance. ' A perlit issued sball 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 sball issuance of a perlit prevent the Building Official fIOl thereafter requiring a correction of errors in plans, construction, or violations of any code. Every perlit issued shall beCOle invalid unless tbe work authoriled by sucb perlit is COIIenCed within sillOntbs of issuance, or if work authorized by the perlit is suspended or abandoned for a period of sillOntbs after the tHe the work is co.enced. One 90 day IlItension of tHe, JaY be allowed for the perlit with fee charge of $15.00. 'lbe IlItension shall be requested in writing to the Building Official. An approved inspection lUst be logged during each sil IODth period, or the project will be considered abandoned. WARMIHG '1'0 0VlfER: YOUR FAILURE 'l0 RECORD A HOUCE OF COMMBRCEIlEIf! MAY RESUL'l IN YOUR PAYIHG !IlICE FOR IMPROVEMmS 'l0 YOUR PROPER'lY. IF YOU IIf!BHD 'fO OMAIH PIMAHCIIIG, COIfSUL'l WI'lH YOUR LBIIDER OR lIf AftORm' BEFORE RECORDIHG YOUR lIorICE OF COMMEIfCEMEIf!. JOBS UllDER $2,500 IN VALUE 00 Nor HEED fO RECORD AIID POST A "NO'lICE OF C(JfMEIfCEMEll'l". 4~jl '/-1. ." ~.-I-~ ~ SI~~f 45 ou/w-y K Aln,J^, SIW!uRt( COI!BIl.11III PEER$.'" IJALt-Y k Alnu J-J ?; S'lA'lE OF FLORIDA coum OF PI} ~e. 0 The foregoing instrument was acknowledged before me this ~. I~. 19~ by IJ 1-t!2/i!;-r-.S . J..I US who is personally known to me er wile lIas~ predu"cd .as id8lltifh:ation and who -did/did not take an oa~ 7 lib. . ':" .tic<--~ (j_ A ~ (S1gnature)10 . ~ . J V J- -rJ.-1 L e.EJ....f'. J: N (Name Typed, Printed or Stamped) NOTARY PUBLIC S'lA'lE OF FLOR~ coum OF ~S ('0 The foregoing i~t was acknowledged before me this ;'1 , 19~ by Ii'-B~'T SIkHS who is personally known to me er wile lias pIOsddced ~8 ideRtific~tin~ and who didfdid not take an 0 "---~. ~t.'" "/18 .~ ~~ ~~ * * d'... ~ ~I'. ~ ~ OF f\O~ 1CA1lI.EEN J BROWN My COhill"""'" CC449029 Expltee AlK. 02. 1999 Bonded by NFNU 800-224-6368 "t.'" "/1/1. "'~n~~ *iJ* d'... ~ ~I'. ~ ~ OF f\Oq> KATHLEEN J BROWN My CQIYll'I'lkIeIon ~ Expires AIN. 02. 1999 Bonded by NFNU 800-224-6368 r'\ v 0., .........,.~ ..,;........'. .', k '-'''-:0.'..". "\ '." . SOLD TO ADDfl:ESS SHIP TO DATE PHON E ACE ALUMINUM 'f1;T!~ y r~ ~-r )-/)/9) 71 Y - TPQ / 38545 Palm Grove Drive Zeptlyrhills, Florida 33540 Job No. Phone: (813) 782-2616 - I '^ /1>,-, r ..30 Y /} jt- /#.;- I" // ') /' 0/:,/1/ V /~ "V {7/-- rYl - ,:., '/// . <;;'~,,--_., g u,Y7 /)~A -; /)7 J........r - >, / ' \1 /' _11/r k ;ph /C- - /~////~ ,:/ //t /f' //~v,//., t/ /:hj' / - .' . ... - '. - .. - " - - - PERMIT PRICE TAX TOTAL PRICE ~;).S-CJ , 00 The undersigned agrees to pay INSTAlLERS IN FULL ON COMPLETION DEPOSIT ~ ..J ./) .... .....t -c>'""" ~ --,- /'/ ~("-r" . ~,.Y.'/ ~_'.' ..:;/ + /".~k---/ L-/. / \ r{"c- ,'L-" .'-~_; - . Il.ep. Customers S~ture BALANCE C.O.D. ':1,. , '_ J ;' ~-./J ;",./---11.-/ SlTP. "I.AN . (IlP.SIDJ!NTUL USR OHL't~ 1'ld1CEI. 1.0, .JL :: r.c .J(P '1"\ll1 ;]J IltlG dO/ t> tJnt2P tJ .:)(}(J SUUI.l II LUCI~ l.UT -l]'~.u-. '. _. '''It/bEf{ ~OD~ \)hTE ~~}4--9s I'UO l'I~IlTY IIl:.hSlJll/.:JUlff q I X I <<-fD f CllltilJ:llT O\H1a::ns Ff)JlJNIt:. SPJ I rrl . }.ll llrnwlnQ!J OhAll bu drawn to ucalu for all parco,lll or lotu flvu acrus ~ lC:llI. 7lf j:~I~"a:)& CONC\t.~T~ ~ ~ t= ;O.srIAlb jJ. < ;)./ f!tJHS& ~ 0(' ~f ~ i \ ;]l.."" 1 )fD Vi .l..."rs- ::1D ..:;,2 ~~~~ /Rti s, SIlOW ALL EXiST1NC AND PROPOSED STRUCTUIlJ.:';S CIVIl.C DIH.ENSION:l AND Sl'1.'UAC~S. I,L~: .~. lIIUICI\TE 1-'iY 1I0LJl E:i OF WATf..R AND ROA.1>WAYS (INCLUDINC "/\liES) hDJAC1~'r 'fCl 'I'IIE J>IlUPEIITY, 1 tIUICIIT~ ""E 5lZF, YE1\1t. Nill H/\HE Of t10t:U.El SUCH AS 12' x 60'. 198\. FLEET\jQQU. ~L1 IIEASEHEH1S", "RIGIIT-OF-WAY" und ~'JURlSDlCTlOHAl. LINES". lI1'U"~: be shown all all 81tp.plall~)# DO 1101' EIlCROACII INTO ANY EASEMENT WITfI A STRUCTURE tlOUSE CONSfRUCTlON .........: ....... PROPOSED ~DOlflO" ".'-1: ,'. ..' II., 1'01.., - -'-~;C(jl~[ /JOME SC fUP I .",,,.1.-, ,,,,' . .:\t..t~:-t ;...;~ t:rr::.....4".;..::!~~~, ~I~ J .. & 1# .. U .. :"',~' ~'h ... - " Ii IS u g .. ; 1 .. :> .-':, ",," ,.' .' ,..;" ~~i"""lo' :t;.t..~~ i.\\'rW " , .... ." - ~ fl' 3 -l.'" ,_. ..0' j:!,o: ":t,.~..;. . o ... " .. .. -- .. .. .. .0' "';"'0'" \, . .... ..lL .; Q ........... ~ Su. . .. 10' 10' "1. -,.J. 00' IIOAO ."W, 110"0 hAW' , Itcho .....( , s 11 (' (I \ :\1\ ~ r I' ~ \I.t Q~ ~~ ~~ ~ Q~ ~~ ~ ~~ \t1~ V) lJ..l \IJ. G:~ ~ t/) ~ ~ ~ ~q ~ 0 ~~. ~ .... ,~ ~... ~111 t: ~ ~ lI) ~ct: ~ ~~ - \tJ \, ~. t; - ~~ ~ vt \~ '1 ~. '\ ~~ ~ . <:- 6.. -->r . \~ ~ ~ ~ ~ \J ~ ~ \... "" - ~::::. I t'~ ~ \4 lLl ~\S\!] <~:t ~fi\n ~~~ \I) ~ l"l <--) ") .... ~ ~ ~ ~ ~ \~ ~ '..... ~ ... :> ty ~ ~~ ~ \.j ....... ~ o - )~ ~ ~ ....... ~ - (h. ---7 1 [:. I'~ ~] (-00 ~ StTREEINHED ENlClOSU~ES: SCREEN I VINYL WALLS AND SOliD COVER TABLE 1 : MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PAN E L S OF 310S H-14 OR H-2S ALLOY WIND LOADS: CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUILDINGS O,H. CONDITION NO O. H_ l' O. H. 2' 0_ H. 3' o. H, 1-1/4"x_0.026" 7'- 2" 7'- S" 8'- 2" 100 MPH W. L. --- 110 MPH W. L. 6'-- S" 6'- S" 7'- 6" --- 120 MPH W. L. S'-10" 6'- 2" 7'- 1 " --- 1-1/4"x_0.032" 8'- S" 8'- 8" g'- 3" 100 MPH W. L. --- 110 MPH W. L. 7'- 6" 7'- g" 8'- 6" --- 120 MPH W. L. 6'-10" 7'- 1 " 7'-11" --- 1-3/4"x_0.026" - 100 MPH W. L. 7'- S" 7'- 7" 8'- S" --- 110 MPH W. L. 6'- 8" 6' -11" 7'- g" --- 120 MPH W. L. 6'- 1 " 6'- 4" 7'- 3" --- 1-3/4"x_0.032" 100 MPH W. L. 8'- g" g'- 0" g'- 7" --- 110 MPH W. L. 7'-10" 8'- 1 " 8'- g" --- 120 MPH W. L. 7'- 1 " 7'- S" 8'- 2" --- 3"x_0.026" 100 MPH W. L. 13'~ 1 " 13'- 3" 13'- 8" 14'- S" 110 MPH W. L. 11' - g" 11'-11" 12'- S" 13',- 2" 120 MPH W. L. 10'- 8" 10'-11" 1 1'- S" 12'- 3" 3"x_0.032" 100 MPH W. L. lS'- 6" lS'- 8" 16'- 0" 16' - 7" 110 MPH W. L. 13'-10" 14'- 0" 14'- S" lS'- 1 " 120 MPH W. L. 12'- 8" 12'-10" 13'- 3" 14'- 4" LIVE LOAD; ALL BUILDING TYPES O_H. CONDITION NO O. H. l' O. H. 2' O. H. 3' O. H, 1-1/4"x_0.026" --" 20 #/SF L. L. 7'- 0" 7'- 3" 8'- 1 " --- 30 #/SF L. L. S'- g" 6'- 1 " 7'- 0" --- 1-1/4"x_0.032" 20 #/SF L. L. 8'- 3" 8'- '6" g'- 2" --- 30 #/SF L. L. 6'- g" 7'- 0" 7'-10" --- 1-3/4"x_0.026" 20 #/SF L. L. 7'- 4" 7'- 7" 8'- 4" --- 30 #/SF L. L. 6'- 0" 6'- 4" 7'-11" --- 1- 3/4"x_0.032" 20 #/SF L. L. S'- 7" 8'-10" g'- 6" --- 30 #/SF L. L. 7'- 0" 7'- 4" 8'- 1" --- 3"x_0_026" 20 #/SF L. L. 13'- 3" 13'- 4" 13'-10" 14'- 6" 30 #/SF L. L. 10'- g" 11' - 0" 11' - 6" 12' - 4" 3"x_0.032" 20 #/SF L. L. lS'- 1 " lS'- 2" lS'- 7" 16' - 2" 30 #/SF L_ L. 12'- 3" 12'- S" 12'-11" 13'- 8" 1 . TOTAL ROOF PANEL WIDTH = ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG. 2. THE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE L.L. TABLE GOVERNS. I1tilwO"@[ii)@@ @:o m@[ii)[ii)@~~~ C0o@:o CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O_ BOX 4369 S. DAYTONA, FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 ------ @ COPYRIGHT. 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOuT WRITTEN PERMISSION FROM LAWRENCE E, BENNETT, P.L ~ECTION: :2 PAGr~' 7=~2 AT'fACHED ALUMiNUM COVERS F /\5 I ENED DETERMINED B;-\~'I~D ON CONSTRUCTION OF HOST STRUCTURE HOST STRUCTURE OR FASCIA / PAN OR COMPOSITE PANELS. USE CORROSION RESISTIVE SCREWS. PANS ANCHORED W/ #1 OX1 /2" @ 3/PAN INTO RECEIVING CHANNEL AND 1 #1 Ox1 /2" @ RIDGE CAP CONNECTlmJ TO RECEIVING CHANNEL, COMPOSITE PANELS USE 1/4"x t+ 1 /2" WITH 1/4" WASHERS SCREW THROUGH RECEIVING CHANNEL FROM TOP CAULK ALL CONNECTIOf--JS. ..J CON"JECTION REQUIRED (SE[ DETAIL) ~ EXTRUDED OR BREAKMETAL HEADER 0.032" MIN. CONNECTION TO HOST STRUCTURE HOST STRUCTURE OR FACIA & SUB-FACIA CONNECTION REQUIREMENTS FOR VARIOUS LOAD CONDITIONS LOAD CONDITIONS WIND VELOCITY LOADS DEAD + LIVE LOADS GLASS ROOMS HOST STRUCTURE 100 MPH 110 MPH 120 MPH 22#/SF 32#/SF 57#/SF 1. CONCRETE 1/4"x1-1/S" '80NCRETE SCREWS @ 12" 0.C.------>2 @ l' O.C. L WOOD FRAME 1/4"x2" LAG SCREWS @ 6" 0.C,------------->2 @ 1" O.C. SCREEN. VINYL. AND CARPORTS HJST STRUCTURE 100 MPH 11 0 MPH 120 MPH 22#/SF 32#/SF 57 a/SF 1. CONCRETE 1/4"x1-1/S" CONCRETE SCREWS @ 12" 0,C.------>2 @ l' O.C. L WOOD FRAME 1/4"x2" LAG SCREWS @ 12" 0.C.----------->2 @ l' O,C, NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB FACIA FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS/SUB FACIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MIN 1-1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS. PLATE TO BE SAME WALL THICKNESS AS BEAM PU\ TE CAN BE INSIDE OR OU TSIDE BEAM OR LAP CUT BE/I,M SPLICE SHALL BE MIN. OF d-1/2" HEIGHT AND 2( (1--' /2") IN LENGTH MII\'. SCREWS PER SPLICE TOTAL / SIDE OF SPLICE 2" x 4" 4 / 2 2" x 5" 4 I 2 2" :< 6" 4 / 2 2" x 7" 6 / 3 2" x s" 8 I 4 2" x 9" 10 / 5 .J SPLICE TO BE LOCATED 1/4 TO 1/3 BEAM SPAN AND STAGGERED EACH SIDE OF SELF MATING BEAM d-l/2" d-1/2" i 'r 1~ 1" MAX. + + cJ=HEIGHT OF BEAM 1" MAX. DENOTES SCREW PATTERN NOT NUMBER OF SCREWS TYPICAL BEAM SPLICE DETAIL [b@W[J'@l1D@@ @:o w@oul1D@l1l1g lPo@:o CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O_ BOX 4368 S_ DAYTONA, FLORIDA 32121-4368 PHONE, (904) 767-4774 FAX: (904) 767-6556 --J @ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT P E, SECTION: :3 PA(::I". "'" SC~~EIE~ED ENCLOSURES: SCREEN I VINYL WALLS AND SOLID COVER 2" x.3 BEAM SEE TABLE 4 ---- OVEt~HANG VARIES + 2' - J" MAX. "w" j-r 3 , /2" SLAB ON GRMJE OR RAISED FOCTlNG MAX. UPRIGHT ,"x 2" LENGTH VARIES NO MAX. ELEV. SLAB OR ON GRADE * "Hu ----J- TYPICAL GLASS ROOM WITH SOLID ROOF. TYPICAL FRONT VIEW FRAMING .. (HIJGHT OF UPRIGHT IS MEASURED FROM TOP OF 1"x2" PLATE TO BOTTOM OF WALL BEAM) 2"xii_ BEAM AND COLUMNS MAX, COLUMNS, SPACING SEE TABLES 2\- ::OF- J ,"x2"xO.040" "w" VARIES -+ ~ jj~ jj~ ~~ ~~ ~~ W/2 W/2 ALUMINUM PANEL COVER TYPICAL GLASS ROOM NOFS: 1. ANCHOR ," x 2" OPEN BACK EXTRUSION WITH TAPCON 1/4"x2 1/4" LENGTH OR EOUAL MAX. OF 2'-0" O.C. AI'JCHOR TO WALL WITH 1 1/2" #10 SMS WITH WASHERS 2'-0" O.C. SPACING AI'JCHOR BEAM AND COLUMN KNEE BEAM WITH ANCHOR CLIPS AND #10 SCREWS AND WI\SHERS 2. 1...1 IN. SLAB THICKNESS FOR SLAB ON GRADE IS 3 1/2" CONCRETE 3. SELECT FRONT WALL BEAM FROM TABLE USING LARGER "A" VALUE OF W/2 OR W/2+0.H. 4. "w" IS CLEAR DISTANCE FROM HOST STRUCTURE TO FRONT WALL BEAM [b@\"A'7(]'@[il)@@ @:o W@[il)[il)@\J\Jg [;)o@:o CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O. BOX 4369 S. DAYTONA. FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 @ COPYRIGHT. 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P_E. SECTION: ;2 PAGE: "11='11'" GLASS R~~MS: SOliD WALLS AND (cOVER TABLE 3: MAXIMUM HEIGHT OF UPRIGHTS FOR SCREEN AND GLASS ROOMS EXTRUSTIONS AND SELF MATING BEAMS OF 6063 T -6 ALUMINUM ALLOY USING SCREEN PANEL WIDTH "w" (SEE TYPICAL GLASS ROOM DRAWING), SELECT UPRIGHT REQUIRED FROM THE MAX HEIGHT ALLOWED FOR EACH EXTRUSION WIDTH nW" 36" 42" 48" S4" 60" 66" 72" 78" EXTRUSION 2"x 2"x 0.044" g'- 2" 8'- 6" 7'-11" 7'- 6" 7'- 1 " 6'- g" 2"x 2"x O.OSO" 10'- 2" g'- S" 8'-10" 8'- 2" 7'-11" 7'- 6" 7'-- 2" 6'-11" 2"x 2"x 0.093" 12'-10" 11'-11" 11'- 1 " 10'- 6" 9'-11" g'- 6" 9'- 1" 8'- 8" 3"x 2"x O.OSO" 10'- 8" 9'-11 " g'- 3" 8'- g" 8'- 3" 7'-11" 7'-- 6" 7'- 3" 2"x 3"x O.OSO" 12'-10" 11'-11" 1f- 1 " 10'- 6" g' -11" g'- 6" g'- 1 " 8'- 8" 3"x 2"x 0.070" 13'- 8" 12'- 8" 11'-10" 11'- 2" 10'- 6" 10'- 1" g'- 8" g'- 3" NOTES: GLASS ROOMS THE ADDITION OF AN ALUMINUM FRAME WINDOWS' Wi GLASS P ANES THAT ARE DESIGNED TO 110 MPH WIND LOAD REQUIREMENTS TO THE ABOVE UPRIGHT SIZES INCREASES THE STRENGTH SO THAT ADDITIONAL FRAMING IS NOT REQUIRED. [b@WQ'@[]l)@@ @:o ill@OWi)@UUfj l?o@:o CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O. BOX 4369 S. DAYTONA, FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 @ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. SECTION: (5 PAGE: ~O=i1~