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Home My WebLink About98-7838 BUILDING PERMIT 7838 ;3 Permit CITY OF ZEPHYRHILLS (813) 788-6611 b :S' ()1) ~ iii . . . Property Owner: _.P : r Job Address' J III Pamoll.D, " ;2f- - - ~~ - ~ C? / of~ ( / Zoning: ~code: Radon Ga~O Descriotion of Worts.... .--I:: ~ - ~ Date 6 ~/LS'-7~ ELECTRICAL PLUMBING MECHANICAL Sewer Conn Water Conn: Water Meter: T.I.F.'s: NO OCCUPANCY BEFORE C.O. FINAL Complete Plans, Specifications and Fee Must Accompany Application. C.O. All work shall be performed in accordance with City Codes and Ordinances. DATE Inspector City License Registration # State Certified License# P~'m;t Fo. &~. .J- () ~ SIgnature A . Company Address Telephone# Valuation or Contract Price ~ ..3 tHr. p-D ,Lh /J .q')L ~ BUILDING Ftr. / I,,., laP ,1'" PreS~ Lintel FRM. Insul. CL WL ELECTRICAL PLUMBING MECHANICAL Tp. Servo Rough In Meter Can Con st. Pole Pool Pre-Meter Final SLB Tub Set Water Sewer 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 ($1-5-:-96) shall be made for each trip for each trade: ~-.s-:tJ7) Wrong Address Condemned work resulting from faulty construction. Repairs or corrections not made when inspection called. Work not ready for inspection when called. Permit not posted on job site. Plans not at job site. Work not accessible. a. b. C. d. e. f. g. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. 1" j ,: 3iT-~ ~~~ 3Cf j~} {1tv\iG ""VlA~'bT L:cT [\ l , ' I , I, " I': i :1 ! . ~ X IS: c'V X 4VJ ~.F+ :5q. F-l-. i; Vfl0. b~DO :;BLDG-, 5S. DO i; PLuttll g,. f..J!A L: M f..Ll-t. 0lPr i,: €.Lic.. ~ IA- : I I;; ! ,; ! ! ; CfZ I~ P \ T tJ Ii).; ilj I! CoN,\j(l..C~nDN FlSE.. S I;, i .i. tJ IA; ':1 ,II , ;t i'l: " ':1 ,I, ::: RAlX::>N &AS Lf Lu , I , : I LJJ r----'" ~ a. F--r; , , i ' / t,...C.) 1 I, ., , r i: l"R:'p'N ~ PO(l.. LA I( 0 N I tfl/t pACr ,,- - r Ii: f2- S I:! ;' i 1.1 , , I I : I !r I" i'i , ' I II :1; , I Nit, , lli -r;TA-L .~ 51' . 2.0 Ii "~I' :1 i:i I'r ~ I ~ APPLICATION FOR PERMIT P ~ CITY OF ZEPHYRHILLS rg...(,.L> BUILDING DEPARTMENT 9 ,-ly-9t- OWNER'S NAKE ~LA-I Alc- M,VeR.wl~5~ j 1 Sti I ftrvt IE , (..h{ <; r ~nt r-:. ,'-I ~ $., PHONE OWNER'S ADDRESS JOB ADDRESS 31 s-q./ t--o.,.- LLf LEGAL DESCRIPTION: LOT(S) BLOCK PARCEL 1.0.' ~~- 2-( -??oo - oD/{XJ- WORK PROPOSED: ew Construction ~ition SUBDIVISION ~11A1~fl.fi-LtJ PlJf Nr U t (OBTAIN FROK PROPERTY TAX NOTICE) _Alteration _Repair _Install _Sign ----..Hove _Deaolish PROPOSED USE: _Single Faaily _KIF _' of Units _K/H ~ _~ercial _Indust. _Swia. Pool _Restaurant it Hea1th Departaent Approval DESCRIPTION OF WORK:S'C;z,(i,,;;w {UJiNv'l J Oil fU)lJll;t- ( BUILDING SIZE: 11- X .~~ .-E-lo Square Feet,___Height RESIDENTIAL: ATTACH (2) PLOT PLANS it (2) SETS OF BUILDING PLANS it (1) SET ENERGY FORMS. COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS it (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. ~NG PERMITS REOUESTED $ 7()eo- DO Valuation of Total Construction _ELECTRICAL AKP Service Florida Power Corp. W.R.E.C. _HEGBARlCAL $ Valuation of Mechanical Installation _PLUMBING GAS ROOFING SPECIALTY TYPE OF CONSTRUCTION: _Block _Fraae _Steel /JW;J;lfA!t/H{ Other FINISHED FLOOR ELEVATIONS: FT. IS PROJECT IN FLOOD ZONE AREA? YES NO .......................................... BUll .DER CONTRACTOR SECTION COMPANY B ~H C fTrJS(I'I.AJ~ T/()IJ IF H....A.-1 State Cert. or Regist. , "'f'..l /UA;- I' -/l.h- City License Registration f cJ ............*****.****..*..*....*****.***. FL( ~ Signature RT.RGTRIGIAR COMPANY State Cert. or Regist. f City License Registration f *..*.........*..*.......**...*.......*.... SillmAture PLUMBER COMPANY State Cert. or Regist. f City License Registration . ...........*.**...*...............**.*.*.. Signature HEGBANlCAL COMPANY State Cert. or Regist. , City License Registration f ................................*......... Signature OTHER COMPANY State Cert. or Regist. , City License Registration , .......................................... Signature APPLICATION APPROVED BY PERMIT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this perlit lay be subject to "deed restrictions" which lay be lOre restrictive than City regulations. The undersigned assUles responsibility for cOlpliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, they lay be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor tay be cited for a lisdeleanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirelents lay apply (or the intended work, they are advised to contact the City of Zephyrhills Building Departlent, (813) 788-6611. FurtherlOre, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "Contractor Sections" of this application for which thel will be responsible. If you, as the OlDer sign as the contractor, you are indicating that you, rather than the contractor, ate responsible for the work. If the contractor wishes you to sign as contractor that lay be an indication that he is not properly licensed and is not entitled to perlitting privileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND U'fILrfY CONNECTION FEES , ~' , D. CONSTRUC1'ION LIEN L1\W (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of "Florida's Construction Lien Law _ HOIeOMDer's Protection Guide" prepared by the Florida Departlent of Agriculture and ConSUler Affairs. If the applicant is SOl8ODe other than the "owner", I certify that I have obtained a copy of the above described docUlent and prolise in good faith to deliver it to the "owner" prior to cOllenCelent. E. CONTRACTOR' S/OWNER' S AFFIDAVI1' 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 developlent. I Application is hereby lade to obtain a perlit to do work and instailation as indicated. I certify that no worl or installation has cOllenced prior to issuance of a perlit and that all work will be perf oIled to l8et standards of all laws regulating construction, City codes, loning regulations, and land developlent regulations in the jurisdiction. I also certify that I understand that the regulations of otber goverRlental agencies aay apply to the intended wort, and that it is IY responsibility to identify what actions I lust take to be in cOlpliance. Such agencies include but are not litited to: · Deparllent of BnviroDleDtal Regulation - Cypress Bayheads, Wetland Areas and EnviroRlentally Sensitive Lands, Water/Wastewater Treallent · Southwest Florida Water Hanag8lent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses · ArlY Corps of Bngineers - Seawalls, Docks, Navigable Waterways · Departlent of Health & Rehabilitative Services, Environtental Health Unit - Wells, Wastewater Treatlent, Septic Tan1s · US EnviroDlental Protection Agency - Asbestos abatelent I also certify that, if fill laterial is to be used in Flood ZOne "A" or "A,etc.", it is understood that a drainage plan addressing a "cOlpeDsating volute" will be subtitted which is prepared by a professional engineer registered in the State of Florida prior to perlit. issuance. . A perlit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel alter, or set aside any provisions of the technical codes, nor shall is~u~nce of a perlit prevent the Building Official frOl thereafter requiring a correction of errors in plans, construction, or violations of any code. Ivery per.it issued shall beCOll invalid unless the work authorized by such perlit is cOllenced within six IOnths of issuance, or if work authorized by the perJit is suspended or abandoned for a period of six IOnths after the til8 the work is cOll8nced. One 90 day eltenaion of tite, laY be allowed for the perlit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An approved inspection lust be logged during each six IOnth period, or the project will be considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COHHENCHHENr HAY RESULr IN YOUR PAYING nUCE FOR IHPROYEIIDrS fa YOOR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT IIITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOrICI 01' COHHENCKKBNT. JOBS UNDER $2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COHMBNClKKNT". "~<<J~ SI A URE: ONNER 0 AGENT ~~~ . I STATE OF FLORID~ COUNTY OF t'P.r'5L 0 The foregOing instrument before me this r~ I f I. (J, who is personally known to me or who has produced as identification and who did/did not t~::~ail. r:tltdJ ( i!9natuie' n. / IbfuH,( ,4. O:.~B~,- (Name Typed, Printed or Stamped) NOTARY PUBLIC , r STATK OF FLORIDA f2. COUNTY OF A--"'C,o The foregoing instrument was aCkn9Pledged before me thisSVNtZ' I~ , 19 9r by f ~fi f." D ttfA-u.;'( tlUb IA /"J who 18 personally known to me or who has produced as identification and who did/did not ;({fu;'tbt). lMd! ~ture) J) Mete . II~I!EL (Name Typed, Printed or Stamped) NOTARY PUBLIC , j was aclnowledged , 19.!iL by SRUCE A. ASBEL Notary Public, Sl'lte of Florida My Comm. expirt-.3 June 2.2, 1998 Comm. No. CC 386272 BRUCE A. ASBEL Notary publie. State of Florida My Comm, expirt.;~ June 22., 1998 Comm. No. Cc 38a:.t/~ St~TE OF FLORIDA C\)UNTY OF PASCO fHl::; IS TO CeRTifY Hm THl: FOREGOING IS A TilliE ,\N1J CORI?[Ci '.:OP\' Of 1Hf. DOCUMENT or, FILE O~ Of PU3l!G RECORD iN n~iS ;1;t\lESS MY H.~ND fiND fi'iCIAL SEAL THIS DAY OF i~ JED PI A, CLE CIRCUIT COURT I ~ ---~.."'. . .!!t, .,- - .~r D.C. , " 11111111111111111111111111111111111111111111111111 98075716 Rept: 248797 Ree: 6.00 DS: 0.00 IT: 0.00 06/24/98 Dpty Clerk JED PITTMAN, PASCO COUNTY CLERK 06/24/98 02:01p. IpSOf11S&O OR BK 3957 BY <, NOTICE OF COMMENCEMENT State of . PL-oI1A pit County of PitS (6 TUB lrnnCRSIGNED hereby gives notice that improvement will ~e made to c~rtain real property, and in accordance with Chapter 713, Flon.da Statutes, the following inforI:1ation is provided in this Notice of Commenc~mcllt: 1. 'Pf - ZCc - '2.{ - OOOtJ - 001 00 - 0 f f , /....0 It street a ress ~ ava~ able) PArtAGE , 2. General Description of Improvement ALUMI/Vuw\ O\vocr Information: Name /,CL(+t NJ: p1 \/ F-fl- W I E f3 E.. lIddress.395'-//lImPnl'j57IUR(ity Zrff/!Je'I;I.L~ State F/ Interest in Property: 3. Name of Fee Simple Titleholde:o:-: (If other th~n owner) Address City State R 4. Contractor: Name P{.H Co/\/<;rll(,CT/ etl OF CEIVTItIH...... Address 111/ 91.( 5~j)ltrp $,.. City (3/2-00/:51/ II.,(A:' rL , 5. Surety: Name State ~ 3'f6 I 'f Address City State Amount of Bond: S 6. Lender: Name Address City State 7. Persons within the State of Florida notices or other documents may be 71J.l3(1)(a)(7), Florida Statutes: designated by Owner upon whcm served as provided by Section Name Address City State 8. In addition to himself, Owner designates of to receive a copy of the Lienor's Notice as prov~ded in Sect~on 713.13(1)(b), Florida Statutes. 9. f.xplrnt..ion dat.e or Notice or COlllmencement (t.he expiration date is 1 year fr?m the date of recording unless a different date is specified.) {l--w I -__ I Cf y of -..\ UAf,-- ~Il\~ #'''6' BI""",A~bdl . *U' *Mv Commlaslon CC748877 ~.....,,'" ExpIres JIIIlII22, 2002 " Sworn to and 19!1L. Not.:lry Public: My Com,ni ssion Expires: PC9305304B I 7'+-/.t~t/ ? "r IS:::>' -::--i r:. ~ " ~.C ~"1 "'C> 0'-. , ~ ~ ~ \), 'b~~ ,,~ ~ ~ ~ ~ iV ~. 1 '^ ~ ~ ~' '- ~~ \ ~~ ~ \. ~. ~ '<J ~ \:) '" . ~~()0 ~'. ~, ~ 'fS/ ~~ '-'v ~\ ~ ~ ~ "(::l~~ It, ~ '~~ ('> , 'o~ ~ ~\ ~'\ ..... ~ I:)~ ~~ / tS' G/ f- er S'dcctV ~IU / 10 VJIl...... ~ \1) ~' ~ \),~ ""'n ?:". ~ - \:) ~ ~cl '0 ('. ~ . :::f ~- \) .~ t\ (.1/1~f10~ T OR /fiG ..~.NY " c10 G-:........ \:. r", ~ , ~ <;:-'" '>::. t <"'1 ",. ~ ~ ~~ ('. ~~ 'C\. -.., ..l; ';:} >C~~~ -~ ~ '-\ " . "" 1< E>1J~R/l{C! 16;:U T fJ10 b I L e !r6d7C- ~~ tt, ~ ~~ '\ ~. ~~~ ,~ ~ (::,:::-t::1: Q.~ t ('. } ~ '\ 'I~/ J{, / 1 6'5 /' ~ nATf pr.Jyje't-O '""p,".~,~, r', ~^'- . " l) .~ ,() ,~ . , \J i, ~ r- '~ f' '- ~ '---J cr: '"" . , '-0 ~. 'Z) ~K(j ~ \J~ -...;, ~ '0'''\ .~,~ ~ \l.J "'- 'I >,:>,:: '~ "'\ r-'~ ---1 ~ -......: '^--.. " ", '~ - / ~ ............ "- I c--- ~ ----.. ) , ~ 'V. " <'1--.1")"",, , '" }2:. .,..,,\ -.......: U ~ '<JJ , ~ . 'J.- V'j """,' ~ ' / Ii) ~ ~ \u ;t: Iu .- 't "\ ~ "- ~ \V II' , '& ~ -:t '~ ~ ........... I / ~~ ~~ X~/ I I '~ ~K ~~ ' \l ~~ ~ \.......... ~ ~ ~ ~ , k", \~~ "'~ \r, '''1( - \ '-i; ~ I ~ ~ 'v,\~~ ~'l(K~ ~{;~'~~ a "';( V\ <;,\. ,~\~ \ ~ t>-:J -~ IU ~ -'<::', ~ \;,j \ """-.\1) "i ... \? ",'\:) ~~ ~ v ~ ,1zJ _ V\ ,'x.. ~ \u o I-I,j "<\'v\ ~ ~ ~ ~ ~ R.~ }~ ~ '- I'\J 'f::- \J \u ~ ~ ~ () ~ "t:- ~) ~ ~ \I.j __ % -< J " \) 0..... .--2,':K~ ''___l \j '~ IJ-J~ \J '^I ""'- )J\ ~ ~ 't) ~:x. \~J ~~ ~~ 'I:'{ ~ ~ '() ~ ~ ,;,,~ ~ ~~ t;J1~ '~ ,...,~ ~\J'\) "-'>....'Ij ~ ,~~ ~ \~ "\ \J IU ~ \'\ ~~ { <l< \u ::, <iJ " r-~~ "- " '-"1\ 0...... "- ~ .......... '" '-~ 0--... ~ ~ "- 0...... '- "-.j ~~ ~~I!J ~, I") ~~~ ~ ~V) '~ ~ ~ ~ ~~ ~ '- ~ .~ \..1 II(j ~ ''-.J .~ ~ -d ? 'o(.j \'-.l <l.:' ~ ~ ~ '" ~ -) ~'<:J ~, ''(,'~ \..~ :::J '--.; IJ':. , \'\j ~'-'\ ~~ ~ I,U ~ ' \-l; '""\ '.I) '::- r-~-1 1 ..... " ~ ~ ~ -:: ~ ~~ Cl... N) r-~~-4 ~-4 1 ~ --.. 0- J r-,~~ -1 f-~-4 /0 [I ~~--1 '>-.. '" ""' "< 'J J-::~ ~ \j\J~ ~ ~\j ':-..,?V\, /~ ........ 0-... ~ ,'.0 \ lJ <'<\ "'\ <J\ ~-:? . () -..........~ ~~ ~ 0: ~ ~ \J " ID ~ ~ (}.... ~ ~ ""' 1(..) "r) \Q::: IlJ ~'-'\ .~ \~. '..) - ,;: ~~ o .'-! ~. 'J'. '< '>-- ~u;::: --- '- \- ~ ~ " ~ . f-.::::.. \J \. . ~ ~ .~ "t /~ ',~ ~ \\j ::~ 't ~ ~ "Q. ,"'t - "-J ~ \ .'~\(j -.q <S--... ':''G ~ cS; l'-.l \~ .~ \~ ~ lIS \J ~ ~. ", '0 .~.~ ~ ........\J V', v ~.I. ~ i- \ ".i\ '- :' "'t k" "\ 1l.J ~.:; \,1.....: .~.'<.. 'r, ~ \\.,j ~ "(: k.... "-..J ~~ '" :::r- ~ ~~ .i:s?. , 'J....... ~~ ~----i SECTION 2 ATTACHED & FREEST ANDING COVERS AND UTILITY SHEDS - SEE CONNECTION DETAILS ~- PAN OR COMPOSITE ROOF PANEL SEE SECTION 7 TOP PLATE P.T. OR WITH VAPOR BARRIER AT ALUMINUM ROOF ~ J: L.U ..! CD o ~ CJ ;i:; t- ~ >< L.U ~ 2. x 4. LUMBER TOP PLATE @ ROOF 2. x 2. ALUMINUM OR 2. x 4. LUMBER #2 SP.F, (Mti) SHEA TH~G: 7/16. O.S.B. OR V2. PLYWOOD WITH STUDS 24. ON CENTER OR ------- L.U ~ o J: 12. x PAN (SEE TABLE) USE W ~ TO SELECT PAN FOR REQUIRED SPAN CD o ~ ~ f= W, VARES ~ I FOR FRONT BEAM USE L . W I 2.oVERHANG SEE CONNECTION DET Au...S ~_ SEE SLAB DET ALS ATTACH SHED OR ROOM WALL TO HOST STRUCTURE WI 1/4" x J 1/4" TAPCONS @ 16" OC FOR MASONR; #16d COMMON @ 16" O.C. OR #10 x J ,/," FOR WOOD, AND #10 x 2 'I," SMS FOR 1" x 2" ALUMINUM/ #10 x 3 ,/, SMS FOR 2" x 2" ALUMINUM ALUMINUM POST AND BEAM ------- ~ SHEA TH~G: 7/16. O.S.B. OR V2. PLYWOOD WrTH STUDS 24. ON CENTER OR STRUCTURAL GRADE THERMAL PLY WITH STUDS AT 16. ON CENTER 2. x 4. PRESSURE TREATED PLATE WITH 3/8. x 4-1/2. CONCRETE ANCHORS AT 4'-0. ON CENTER SEE SLAB DET ALS UTILITY SHED AND CARPORT WALL SECTION t ANCHOR PANS TO HEADER CHANNEL WITH (3) #10 x 1/2. S.MS. WI WASHER. 2. ANCHOR PANS TO ROOF BEAMS WITH (3) #10 x V2. SMS. WI WASHER. 3. ANCHOR COLUMN TO CONCRETE FLOOR WITH 2-V4. x 3. CONCRETE ANCHORS. 4. ANCHOR COLUMN TO BASE PLATE WITH 1-1/4. S.S. BOLT. 5. ANCHOR SHEETING AS FOLLOWS: A. PLYWOOD #8d COMMON @ 6. O.C. EDGES AND 12. O.C. FIELD. B. STRUCTURAL GRADE THERMAL PLY PER MANUFACTURER'S RECOMMEND A TIONS OR #6 x 1 1/4. DECK SCREWS @ 6. O.C. EDGES AND 12. O.C. FELD AS A MINIMUM Lawrence E. Bennett, P.E. ClVI. ENGIoEER - DEVEl.~ CONSLLTANT P.O. BOX 4368, SOlJTH DAYTONA, FL 32121 TEI..EPH()f,E (904) 767- 4 n 4 FAX (904) 767-6556 SEAL PAGE 50 @ COPYRIGHT 1998 NOT TO BE RE?ROOUCEO N WHOlE OR N PART W1THOUT nE WRrTTEN PERMSSlON OF LAWRENCE E. BEHETT, P.E. : A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS SECTION 2 'r IS THCKNESS OF REQUIRED POST I :". ClIO L N ;. ~ TOP OF GRADE 3' x 3' POST SEE TABLE (2) 2" x 2" x 'r ANGLE OR (1) u CHAhtEl.. x .r 3/8' x 3-V2" BOLT 80 La. 2500 PSI CONCRETE PRE-~ 3' x 3. BASE J . I' 1 16' ALUMINUM CONVENTIONAL CONSTRUCTION PORCH POST CONNECTION r o L ~> LL-1Y POST N CONCRETE #4 BAR 12" LONG POU=U=O CONCRETE REFER TO TABLE 2 . 4 N ;. I CII ~ 3. x 3. POST ~ BOLTED TO ANCHOR RISER 2-3/4' x 2-3/4' x 2-V2" LONG x va' Tl.BI-K3 waoeo ccn.ECTION FASTEN PER TABLE 2 . 5 12" x 12" x V4' PLATE 3-V2" CONe. SlAB ISOLATED FOOTING BASE ANCHOR CONNECTOR FOR POST TO SL CTION 2'-0' MIN. N BEFORE SLOPE ;. f 1 M ~ TYPE I FLA T SLOPE / NO FOOTN3 o - 2' I 12' TYPE II MOOERA TE SLOPE FOOTIIIG 2"/12" - 1'-10' TYPE III STEEP SLOPE FOOTN3 ) 1-10" NOTES: t NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION EXCEPT FOR EXISTJ./G SLAB WITHOUT REN=ORca.ENT. nEN TRBUT ARY ROOF AREA LMTED BY TABLE 2 . 4 2. MONOUTHIC SLABS OR FOOTN3S SHAll BE MN. 2,500 PSI CONCRETE WITH 6x6-1Ox1O WELDED W~ MESH OR FBER t.ESH MAYBE USED N LEU OF MESH. 3. F LOCAL BULDNG CODES RE~S A MINIt.4Lfy1 FOOTN3 USE TYPE I FOOrnG OR FOOTING SECTION REOURED BY LOCAL CODE. LOCAL CODE GOVERNS. SLAB DETAILS ADDRESSING EROSION Lawrence E. Bennett, P.E. aYI. ENGH:ER - DEV8.OPJENT COHSU. T ANT P.O. BOX 4368, SOlTTli DAYTONA, A. 321:l1 TEl..EPHClN: (ll().4) 767-4n4 FAX (ll().4) 767-6556 8EAJ... @ COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOLE OR N PART WITHOUT TrE WRITTEN PEflMSSION OF LAWRENCE E. 6EHETT, P.E. PAGE 53 SECTION 2 A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS INTERNAL OR EXTERNAL RECEIVING CHANNEL , " 2" x 2" x 0.063. ANGLES INTERNAL OR EXTERNAL ANGLE CLIPS AL~ TUBE COL~ ~ exTRUDED ALUMNUM BASE OR BREAK FORMED U-CUP CORROSION RESISTIVE STEEL TH=IU BOLT PER SCHEDUlE . . '" .. CONCRETE ANa-iORS PER SCt-EDl..l.E CONCRETE SLAB Of~ FOOTNG TUBE COLUMN BASE SCHEMA TIC INTERNAL BASE NOTE: ATTACHMENT DET ALS SHOWN REQUIRE DIAGONAL BRACNG FOR FREE-STANDNG COVERS Lawrence E. Bennett, P.E. aYl. EHC>>EER - oevELOPY:Nr CONSU. T ANT P.O. BOX 4368, SOUlli DAYTONA, FL 32121 TB..EPHOIE (Q0.4) 787-4n4 FAX (Q0.4) 787-8666 SEAL PAGE 54 @ COPYRIGHT 1996 NOT TO BE REPAOOUCED N WHOLE OR N PART WITHOUT T}E WRITTEN PERMSSlON OF LAWRENCE E. BeH:TT, PE.. A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS SECTION 2 Table 2.1.1: Allowable Roof Beam Spans for Carports, Patio Covers, Screen Rooms, and other Open Buildings with Solid Roofs Aluminum Alloy 6063 T~ Wind Zone = 102 MPH I 110 MPH I 120 MPH I 125 MPH 140 MPH Applied Load = 17#/Sq.Ft. I 20# / Sq. Fl I 23# / Sq. Ft. I 26111 Sq. Fl I 32# I Sq. Fl Load Width 2" x 3" x 0.050" Hollow illt 5' g'.g" 'g'.{)" 8'.5" 7'.' 1" 7'.1 " 6' 8'.11" 8'.3" 7'-8" 7'.2" 6'-6" 7' 8'.3" / 7'-7" 7'.1" 6-8" 6'.{)" 8' 7'.g" f 7'-1" 6'.8" 6.3' 5'-8" 9' 7'.3" 6'-8" 6'.3" 5'.11 " 5'-4 " 10' 6'.11" 6'-4" 5'.11" 5-7" 5 '.{) " 11' 6'.7" 6'-1" 5'.8" 5-4" 4.10" 12' 6'-4" S'.1()"<, 5'.5" 5'.1" 4'.7" Load Width 2" x 3" x 0.050 Hollow 5' 11'.1" 10'-3" g'.7" 8'.11 " 8'.1" 6' 10'-2" g'-4" 8'.9" 8'.2" 7'.5" 7' g'.S" 8'-8" 8'.1" 7'.7" 6.10" 8' 8'.9" 8'.1" 7'.7" 7'.1" 6'.5" 9' 8'.3" 7'-8" 7'.1 " 6'-8" 6'.()" 1 0' 7'.10" 7'.3" 6'.9" 6-4" 5'.9" 11' 7'-6" 6'.11" 6'.5" 6'.1" 5-6" 12' 7'.2" 6'-7" 6'.2" 5'.10" 5'.3" Load Width 2" x 4" x 0.050 Hollow illt 5' 12'.3" 11'.3" 10'-6" 9'.11 " 8.11 " 6' 11'.2" 10'-4" 9 , -7" g.{)" 8'.2" 7' 1 0'-4" 9'.7" 8'.11" '-' 8-4" 7'.7" S' 9'.8" 8'.11" 8'-4" 7'.10" 7'.1 " 9' 9'.2" 8'-5" 7'-10" 7.5" 6'-8" 1 0' 8'-8" 7'-11" 7'.5" 7'.{)" 6'-4" 11' 8'.3" 7'-7" 7'-1" 6-8" 6'.{)" 6'.10" 6.5" 5'.9" 11'.10" 11'.1" 1 O'.{)" . 12'-7" 11'-7" -- 10'.2" 9'-2' 11'.7" 10'-8" g.S" 8-6" 10'.10" 10'.{)" 8.9' 7.11" 9' 10'.3" g'.S" 8'.10" 8'.3" 7'-6" 1 0' g'.g" 8'-11" 8'-4" 7'.10" 7'.1 " 11' 9'-3" 8'-6" 7'.11 " 7'-6" 6'.9" 12' 8'.10" 8'.2" 7'-8" 7' .2" 6'-6" Load Width 2" x 4" x 0.03S" x 0.100" Self Mating Beam 5' 14'-6" 13'-4" 12'-6" 11 '.g' 1)' .7" 6' 13'.3" 12'-2" 11' -4" 1 0'-8" 9'-8" 7' 12'.3" 11'.3" 1 0'.(3' 9'.11 " 8.11 " S' 11'-5 10'-7" 9'.10" 9.3" 8'-4" 9' 10'.10 9'.11" 9'.3" 8.9" 7'.10" 10' 1 0'.3" g'.S" 8'.10" 8.3" 7 '-6" 11' g'.g" g'.{)" 8'.5" 7'.11 " 7'.1 " 12' g'-4" 8'-7" 8'.1" 7'-7" 6.10' Example: For 2" x 4" x 0 038" x 0100" Self-Mating Beam; Beam span between upnghts use load Width 10 enter lable For 12' Roof Panel + 2' Overt1ang, Load \Mdth = LW = 12' / 2 + 2' OH = 8' , Enter table on left at 8' read allowable span under required load, Thus for 100 M P H. Wind loadlllve load or 17 #/Sq Ft and Load VkJth = 8'.0 MaXimum Beam Span for 2" X 4" X 0 038" x 0100" = . '11'-5" I Spans do not Include length of mee brace Add honzontalleng h of mee brace to abcve spans to' I'Jlal :learT', spans Lawrence E. Bennett, P.E. avL ENGJoEER - DEVEl..0Pt.ENT CONSU. T ANT P.O. BOX 4368, SOUTH OA YTONA, FL 3Z121 TEL.B>HOf'.E: (~) 767. 4 T7 4 FAX (~) 767.6S5e SEAL @ COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOLE OR N PART WITHOUT TrE WRITTEN PERMSSION OF LAWRENCE E. ElE1o.t-ETT, PE. PAGE 59 SECTION 2 A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS Table 2.2.1: Allowable Attributable Roof Area per Post for Carports, Patio Covers, and other Open Buildings - ALUMINUM POSTS -----------~~_.. ----- ------------ ------------~ ----- -- -.- . Aluminum Post Wind Load = 102 MPH 110 MPH I 120 MPH 125 MPH 140 MPH - ------- -- . Applied Load = 17 #/8 . Ft. 20 #/8 . Ft. 23 #18g:i!:n.2Ei #/Sq. Ft. 32 #/Sq. Ft. _ __ ~_axi!!,~!'!.__ ______>-_ Allowable Roof Area In Squa~E~e! for Various Loads on Post H~ht L~~_~1J."!.I:-_b_~--L 2" x 2" x 0.044" Hollow Extrusiqr1.or 7' -4" ~~Q?'!"" __ _~____~ 21 103 ____.;.. _ _ 90 8'-7" 1,548 91 . ..77 67 .-9'_10" .(2:64 m----u-71----~-___SO---+ 52 11'-1" 903 5:r----- -45-- 39 ________...___._____..__-0-_._ ___________ ---________. .._____._____ ____.__ ._ u_ .J:ieight Load in Lbs ' 2" x 3" x 0.050" Hollow Extrusion or 8'-2" ------2)3~_=_--:-=-__=_-_161 ~:==- )~1__- - 119 105 86 9'-6" 2,5_01 _ 147 . 125 109 96 78 10'-11" 1,596 -94--------80-- 69 61 50 12'-3" (fEll --.---'70-------60- 52 46 37 - .--Heigh.r:.. L.o.--a-din-it;st-r3.'-'-X2'~-X-O.070'-'-HO.-TIOW. EX!r:.lJ~ion - Aluminum Alloy 6063 T-6 8'-2" ,3,408 200' 170 ; 148 131 107 --- -9':~V--;--- --2~556---- , -. -150---1 ---128-- -- . ~ 111 98 80 ===lQ'~Il~--=L-:- -1~@~_==-::r--=-_-117==!=-:-=-99 :~n-=-l_n._ .?6 76 62 _~11-'=-3~_j__.J. ,491 88 75 _~___.E~__ _ 57 47 ____Hel5L~___ Load in Lbs 3" x 3" x 0.040" Roll Formed - Al'::l~~Q..U!f1Alloy ~105H-14 ___1.Q'-.Q"__J___~d81__ 140 119 _---t-___104 92 11'-8" . 1,786 . 105 89. 78 69 - ---- ---- i--~--'-'---'-'-'--"'--+--- ---------- .-...-----. n.__-t-..---..--- -- + 13'-4" . 1,389 I 82 69 i 60 53 =?:~t ~ ~o#\~2L"q :i"~631.X0060..R~IT~~~~d.~j~"'in"m A"O:~105 H-14 112~~-1~'" :- t~~~.---:_---~-~~------t---~t~---=1. ~~; ~~~ 14'-8" --- --fioo----1--. -124u---r--105----., 91 81 16'-6" . -1,5 -, . .-.. - . 68 61 ~...'. Load i ~ 3,408 13'-10" 2,556 15'-1 0"_1 ,_9~?_ _, ___ 17'-10" ___ _~ ~~l_n~______ ____ _______ r- 79 60 46 35 65 48 38 28 74 56 43 33 86 65 113 84 66 49 6063 T-6 107 80 62 47 Example: Find Roof Area Needed; Area = 'A'; Post Spacing ='S'; Structure Projection = 'W' A = S x (W/2 + O.H.); If'S' = 7', W = 12', and O.H. = 2' then: 'Area' = 56 Sq Ft For a 10'-11" post and 120 m.p.h. wind load or 23 # / Sq. Ft. post choices are 1) 2" x 3" x 0.044" Hollow Extrusion 2) All post sizes listed below the 2" x 3" x 0.044" Hollow Section Note: Where job conditions dictate a post height of 10' in a 120 MPH wind zone, a 3" x 3" Roll Formed COULD NOT BE used because when it is more than 10' tall it can only support 39 SF of roof. On the other hand, a 3" x 3" Fluted Post with a post height of 10'- 7" can support an area of 128 square feet of area. Thus, design must satisfy both height and area requirements. Lawrence E. Bennett, P.E. aYL ENG#EE1l - oevaCIAENT CONSI.L T ANr P.o. BOX 4368. SOI.11li DAYTONA, FL 32121 TE..EPt-tClN: (0004) 767 - ~ n 4 FAX (0004) 767-6556 SEAL PAGE 62 @ COPYRIGHT 199B NOT TO BE REPRODUCED N WHOlE OR N PART WIDiOUT n-E WRITTEN PERMISSION Of LAWRENCE E. EleIETT, P.E. SECTION 2 A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS Table 2.3: Schedule of Post to Beam Size and Number of Thru-Bolts Required Aluminum Alloy 6063 T-6 Minimum Post Size 2" x 4" x 0.038" x 0.100" Self Matin Beam 2" x 6" x 0.050" x 0.120" Self Mating Beam 2" x 7" x 0.055" x 0.120" Self Matin Beam 2" x 8" x 0.072" x 0.224" Self Matin Beam 2" x 9" x 0.072" x 0.224" Self Matin Beam 2" x 9" x 0.082" x 0.306" Self Matin Beam 3 2 2 3 3 3" x 3" x 0.125" 3" x 3" x 0.125" 3 4 4 Table 2.4: Footings - Maximum Roof Area for Carport Posts Existing Slab on Grade with unknown reinforcement 20 17 15 13 10 Isolated Footing Dimensions" 1'-0" x 1'-0" x 1'-0" 1'-4" x 1'-4" x 1'-4" 1 '-6" x 1'-6" x 1'-6" 1 '-8" x 1 '.8" x 2'-0" 1 '-8" x 1 '-8" x 2'-6" 2'-0" x 2'-0" x 2'-0" 2'-0" x 2'-0" x 2'-6" 2'-6" x 2'-6" x 2'-6" 2'-6" x 2'-6" x 3'-0" Maximum Attributable Roof Area in S uare Foet 30 26 22 20 16 59 50 43 38 31 77 66 57 51 41 120 102 89 78 64 150 127 111 98 80 155 132 115 102 83 194 165 143 127 103 270 230 200 177 144 324 276 240 212 172 "Notes: Isolated Footing is a poured concrete rectangular solid (Length x VVidth x Depth) Slab on grade must be new or in good condition. Pre-Cast Block Footing. Pre-cast footing block ( 16" x 16" x 4") at 24" below grade with 80 # bag pre-m ix concrete and backfilled to rade. Dimensions Maximum Attributable Roof Area in Square Feet 102 87 76 67 54 1'-4" x 1'-4" x 2'-4" Lawrence E. Bennett, P.E. CtVl. ENGI'EER - 0EVaOP/.ENT CONSU. T ANT P.O. BOX 436/3, SOUTH DAYTONA, FL 32121 TEl..EPHOf'ooE (904) 767 -. n. FAX (904) 767-6556 SEAL PAGE 64 @ COPYRIGHT 1998 NOT TO BE REPR(X)(JCED N WI-IOlE OR N PART WlTHOlTT n-E WRITTEN PERMSSlQN OF LAWRENCE E. BENI'ETT. P.E. SCREEN, VINYL & GLASS ROOMS SECTION 3 SELECT EDGE BEAM TABLE 3 . 1 . 1 AN)tOR TABLE 3 . 1 . 2 ~ ROOF r O' 'I< .' 3-V2" SLAB ON GRADE OR RAISED FOOTING LW FOR MAX. lPRIGHT LENGlli r x 2" , I ~--J V ARES NO MAX. (ELEV. SLAB OR ON GRADE) TYPICAL GLASS ROOM WITH SOLD RoOF: TYPICAL FRONT VEW FRAMING " (I-EGHT OF UPRIGHT IS MEASLR:D FROM TOP OF rx2" PLATE TO BOTTOM OF WAll BEAM) AL TERNA TE COI'I>ECTION AT FASCIA ALlOWED SEE SECTION 7 FOR OET ALS SIZE BEAM AN) COLl.tw1NS PER TABLES LOAD WDTH FOR ROOF PAN:LS rr= L~;+ P/2 - J OH 11 EXISTING STRUCTURE SOLD ROOF P . PROJECTION FROM BLDG. L W . LOAD WDTH VARES L P VARES --J / GLASS ROOM NOTES: ANCHOR r x 2" OPEN BACK EXTRUSION WITH V4.x2-V4" CONCRETE FASTENER MAXt.<<J1.4 OF 2'-0. ON CENTER AN) ~ 6" OF UPRIGHT ANCHOR i x 2" TO WALl WITH 2-V2" #10 st-EET METAL SCREWS WITH WASH:RS 2'-0" ON CENTER. ANCHOR BEAM AN) COLLJ.1N NTERNALl Y OR WTH ANCHOR CLPS AN) #10 SCREWS AN) W ASt-ERS. MNMUM SLAB THCKNESS FOR SLAB ON GRADE IS 3-V2" CONCRETE. SELECT FRONT WALl BEAM FROM TABLE ~G LARGER "A" VALUE OF P/2 OR P/2 + OH "P- IS CLEAR DISTANCE FROM HOST STRUCl1.R: TO FRONT WALL BEAM Lawrence E. Bennett, P.E. avL EHO#EER - DEVEl.0PIENT CONSU.. r.ANT p.o. BOX 4368, SOVTli DAYTONA, FL 32121 TB.EPHOfIE (9().4) 767-4n4 FAX (9().4) 767-6556 SEAL PAGE @ COPYRIGHT 1998 NOT TO BE REPR<X>UCEO N WHOLE OR N PART WITHOUT TIE WRITTEN PEfMSSION OF LAWRENCE E. Be#-.ETT, P.E. 69 SCREEN, VINYL & GLASS ROOMS (2) #10 x r srEET t.ET AL SCREW mp SCREW SLOTS ~OIDRix~p~reTOCOO~re WITH V4" x 2-V2" COO~TE ~OIDRS WITHIN 6" OF EACH SDE OF EACH POST ~D 24" O.C. MAX. MN. 3- V2" S~B 2500 PSI CONe. 6x6-lOx10 W.WM OR FBER MESH <1 /, SECTION 3 BEAM/rEADER AL TERNA re CONI-ECTION DET AL 2" x 2. x 0.063" ANGLE CQt.N:CT lPRlGHT @ BEAM/I-EADER AKJ CHAFl RAL r x 2. EXTRUSION 1-1/6. MJN. ~ CONCREre VAPOR BARRER IN)ER CONCRETE ~!iI:ttf'__~.JJ'~l~:;~tf-~~~- 2' x 2. OR ~ x 3" OR ~ 5MB POST " o 0 ------ ~CHOR i x 2" PLATE TO CONCREre WITH V4. x 2-V2" CONCRETE ~CHORS WITHIN 6" OF EACH SIDE OF EACH POST AT 24" O.C. MAX. OR THROUGH ANGLE AT 24" O.C. MAX. c MN. 3- V2" SLAB 2500 PSI CONe. 6x6-10xlO W.WM OR FIBER MESH (4) #10 x V2' SMS. EACH SVE OF POST HEADER BEAM H-BAR OR GUSSET PLAre 2" x 2. x V16. ANGLE EACH SOE ATTACH TO POST AND CONCREre AT LOAD BEARNG WAll WITH (2) #10 x V2" SMS. EACH SDE i x ~ EXTRUSION 1-1/8" MJN. IN CONCREre VAPOR BARRER ~~~~~_c BEAM DETAIL Lawrence E. Bennett, P.E. CIVL ENG#EER - D€VEl.()F'MENT CONSU... T ANT P.O. BOX ~ SOUTH DAYTONA, FL 32121 TELB>HClN: (9().4) 767-~n~ FAX (9().4) 767-6556 SEAL PAGE @ COPYRIGHT 1998 NOT TO BE REPROOUCED N WHOLE OR N PART WTTHOUT T}E WRITTEN PERMSSION OF LAWRENCE E. BDIETT, PE. 71 SECTION 3 ED~ BEAM r x 2" OPEN BACK A TT ACHED TO FRONT POST WITH . iflO x 2" SMS. MAX. 6" FROM EACH P\.R..I'I AKJ 24. O.C. FRONT WALL ~ C()t..PQSlTE ROOF PANELS: (4) #10 x (I + V2") WITH WITH 1- V4" FB-DER W ASl-ERS PER 4'-0. PAtEL ACROSS TIE FRONT AKJ 24" O.C. ALONG SDES (WAL.J(-ON) 2" x 2" OR 2" x 3" HOU.OW SEE SPAN TABLE !-EADER CHAA RAL AKJ KICK PLATE 2" x 2" HOU.OW RAL POST A TT ACI-ED TO BOTTOM WITH t.'Ri (2) 110 x 1-V2" SMS. N SCREW BOSSES EXlSTN3 SLAB MAY BE USED F N GOOD CONDITION AKJ APPROVED BY TtE BlJI...Dt.JG 0FFlClAL (1) t-L n V2" x 3-V2" ~BOL TS APPROVED FOR 665# lPLFT WITH . STD. PLATED CUT STEEL WASHER (1) 3/8. BOLT FOR 3. POST (2) 3/8. BOLTS FOR 3. x 4. POST SCREEN, VINYL & GLASS ROOMS ------- o o ". . " --- . - - ----- - - - - . -- - o__~ seE WALL HEADER ATTACHED TO r x 2. OPEN BACK WITH MIN. (2)#10 x 1-1/2" S.M.S. SeE W ALL PURL~S ATTACHED TO r x 2" OPEN BACK WITH MIN. (2) #10 x 1-1/2. S.M.S. IN SCREW BOSSES FRONT AND SOE BOTTOM RAILS ATTACHED TO CONCRETE WITH V4" x 2-114. MASONRY QUICK SET AT 6. FROM EACH POST AND 24. ON CENTER MAX. AND WALLS A MIN. r FROM EDGE OF CONCRETE RISER PANELS: (3) #8 x 112. SM.S. PER 12' PANEL !-EADER ATTACt-ED TO POST WITH MN. (2) #10 x '-112. SMS. N SCREW BOSSES f - - * ~ ~ ~A~ ;~; 3., 7 HOllOW FOR SNAP EXTRUSIONS CHA~ RAL ATTACHED TO POST WITH MIN. (2) #10 x 1- 112. SMS. IN SCREW BOSSES Lawrence E. Bennett, P.E. 0Vl. EHGIEER - DEVELOPIEHT CONStL T ANT P.O. BOX 4368, SOl1T1-t DAYTONA, FL 32121 ~ (904) 787-.n. FAX (904) 787-8658 SEAl. PAGE r x 2" OPEN BACK BOTTOM RAL V4. x 2-114. MASONRY ANCHOR @ 6" FROM EACH POST AND 24. O.C. MAX. 72 @ COPYRIGHT 1998 NOT TO BE REPROOlJCED N WHOLE OR N PART wrTHOlJT ltE WRITTEN PERMSSlON OF LAWRENCE E. BeN:TT, P.E. SECTION 3 Table 3.1.1: SCREEN, VINYL & GLASS ROOMS Allowable Beam Spans. Hollow Extrusions for Screen and I or Vinyl [Open] Rooms with Solid Roofs Aluminum Alloy 6063 T-6 102 MPH 110MPH 17#/Sq.Ft 20#ISq.Ft Load Width 2" x 2" x 0.032" 5' 6'-B" 6'.0" 6' 5'-11" 5'-6" 7' 5'-B" 5'-1" 8' 5'-2" 4'-9" 9' 4'-10" 4'-B" ---_._---~ -- -------------- 10' 4'-7" 4'-3" ---- -_.__._-----~~----------- ~---_..._---- 11' 4'-5" 4'-1" --_. --'-----..-- 12' 4'-2" 3'-10" _._-_._-_._-_.._------_.._--,._,-_._.~~ - - -----.--.-.- Load Width 2" x 2" x 0.036" 5' 6'-9" 6' 6'.2" 7' 5'.9" 8' 5'-4" 9' 5'-1" 10' 4'.9" 11' 4'.7" 12' 4'-4" 5'-10" 5'.6" 4'.11" 5'-4" 5'-0" 4-6" 4'-11" 4'-8" 4' -''' 'L 4'-7" 4'-4" 3'.11" 4'-4" 4'-1" 3.8' 4'.1" 3'.10' 3-6' 3'-11 " 3'-8" 3.4" 3'-9" 3'-6" 3 -''' 'L 6'-4" 5'.11 ' 5.5" 5'.10" 5'.6" 4'.11" -. 5'-1" 4'-7" 4'.9" 4.3" 4'.9" 4-5" 4 0' 4'.6" 4.3" 3.10" 4'-3" 4'.0" 3.8' 4'-1 " 3'-10" 3-6" 6'.3" 5'.8" 5'-3" 4'-11" 4'.8" 4'.5" 4'.3" 4'-0" 6' 7' 8' g' 10' 11' 12' Example: For 2" x 2" x 0,044" ExtrUSion beam span is distance between upnghts, to enter table roof pan.;1 projection of 14'.0" find load width; L,W = 14'/2 + 2' OH = 9' Enter table on left under load Width Load Width = 9'.0" Read span under appropriate load: Live Load @ 17 # 1 Sq,Ft. 1102 MP,H Load Beam Span = Note: Glass Rooms The addition of aluminum frame Windows with glass panes that are deslgned:o 110 M,PH wind load requirements to the above upright sizes increases the strength so that addltloral framing is not required, Tables assume extrusion oriented with longer extruSion dimenSion parallel to applied load . g' 10' 11' 12' Load Width 5' 6'-9" 6'.3" 5'-10" 5'-6" 5'-3" 4'-11 " 4'.9" 2" x 2" x 0.055" 8'.1" 7'-5" 6'-10" 6'-5" 6'.0" 5'.9" 5'.5" 5'.3" ( 6'-10" 6'.3" 5'.9" 5'-5" 5'.1 " 4'-10" 4'.7" 4'-5" 7'-5" 6'.10" 6'-4" 5'.11 " 5'.7" 5'.3" 5'-0" 4'-10" Lawrence E. Bennett, P.E. CtVl. ENO#EER - DEVELOAENT COHSU. T ANT P.O. BOX 4368, SOUT1-i DA YTClNA, FL 32121 T8..EPH()IoE (0004) 7rI7 - ~ T7 ~ FAX (0004) 7rI7-6558 SEAL PAGE Wind Zone 120 MPH Applied Load 23 # / Sq. Ft. 5'-7" 5'-1" 4'-9" 4'-5" 4'.2" 3'-11 " 3'-9" 3'-7" 6'-11 " 6'-4" 5'.10" 5'.6" 5'.2" 4'.11 " 4'.8" 4'.6" 125 MPH 26#/Sq,Ft. 5.3" 4'.10' 4'.5" 4'.2" 3'.11" 3'.9" 3' .7" 3'.5" 6'-6" 5'.11' 5.6" 5'.2" 4'.10" 4'.7" 4'.5" 4.3" 5'-6" 140 MPH 32 # / Sq. Ft. 4.9" 4'-4" 4.0" 3.9" 3'.6" 3'.4" 3.2" 3'.'" 5.11" 5-5" 4'." " 4.8" 4'.5" 4.;;" 3'.11 31.0' 76 @ COPYRIGHT 19G8 NOT TO BE REPROOUCED to! WHOLE OR to! PART WITHOUT Tl-E WRITTEN f'ERMSSK)N Of LAWRENCE E. BEJoHOTT, PE SCREEN, VINYL & GLASS ROOMS SECTION 3 Table 3.2.1: Load Width 102 M.P.H. 125 M.P.H. . 140 M.P.H-' 36" 42" 48" 54" 60" 66" 72" 78" 84" 90" 19 # ISq. R. 9'.10" 9'.1" 8'.6" 8'.0" 7'.7" 7'.3" 6'.11" 6'.8" 6'.5" 6'.3" 23 # ISq. R. 8'.11" 8'.3" 7'.g" 7'.4" 6'.11" 6'.7" 6'.4" 6'.1" 5'.10" 5'.8" 29 # ISq. R. 7'.11" 7'.5" 6'.11" 6'.6" 6'.2" 5'.11" 5'.8" . 5'.5" 5'.3' 5'.0" 'J"6i"ISQ:Ft-:-' 7'-2' 6'.8" 6.2" 5'.10" 5'-7' 5'3' I 5'.1' r 4'.10 r-~--' I 4'.6' . Load Width 102 M.P.H. 125M.P,H. ' 140M.P,H, 36" 42" 48" 54" 60" 66" 72" 78" 84" 90" 1 9 # IS . R. 10'.3" 9'.6" 8'.10" 8'.4" 7'.11" 7'.7" 7'.3" 6'.11" 6'.8" 6'.6" 23 # IS . R. 9'.4" 8'.7" 8'.1" 7'.7" 7'.3" 6'.11" 6'.7" 6'.4" 6'.1" 5'.11" .~-~~~~"'''' , .........~'" _ . ~"r" ~ .. R, 36 # ISq. Ft 7'.5 .t'6~-' 6'.5' . 6'.'" S'.g' 5.6 .~~-' ~-;---. 4'.11' 4'.9" 125 M.P.H. 130M,P.H Load Width 102 M.P.H. 1 9 # IS . R. 11 '.2" 10'-4" 9'.8" 9'.2" 8'.8" 8'.3" 7'.11 " 7'.7" 7'.4" 7'.1 " . -- ~- 7'.1" 6'.9" 6'.6" 6'.3" 6'.1" 6'.8" 6'.5" 6.2" 5'.11" S'.g" 36 # IS~,-- 8.2' 7.6' 7'.1 " 6'.8" 6'.4" 6'.0" S'.g" 5'.6" 5'.4" 5'.2" Notes: Glass Rooms: The addition of aluminum frame windows with glass panes that are deSigned to 110 MPH wind load requirements to the abow upright SizeS increases the strength so thai additional tram Ing 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"fora 2"x2"xO.036"Hollow Extrusion = 7'.11" I Using screen panel width 'w' (See typical glass room drawing.), select upright height "H" required from the maximum height allowed for each extrusion Lawrence E. Bennett, P.E. C1VL ENGII-EER . DEVELOfVENT CONSU.. T ANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 Ta..EPI--tOt-E (904) 767. 4774 FAX (904) 767-6556 SEAL PAGE @ COPYRIGHT 1998 NOT TO BE REPRODUCED to! WHOlE OR to! PART WITHOUT THE WRIT1Bl PERIdSSlON Of LAWRENCE E. BU-I-oETT, P.E. 79 SOLID ROOF PANEL PRODUCTS SECTION 7 . '": . ""~ - ... . - . ,,. '#IT ~ "'''.:olIlJ\_""."" .. ....._I!"'r~ .. _ _ ~ EXlSTU3 TRUSS OR RAFTER SEALANT HEADER (SEE NOTE BELOW) #8 x 9/16. SMS. (3) PER PAN Mol) (1) AT RISER #10 x 1- V2" SM5. (1) PER RAFTER OR TRUSS TAL ROOF PANEL #10 x 3/4" SMS. AT 12" ON CENTER #8 x 9/16. SMS. (3) PER PAN AI-D (1) AT RISER ALTERNATE CO/IoNECTlON: #8 x 1-V4" SCREWS (3) PER PAN NTO FASCIA THROUGH PAN BOXED Etol) EXISTU3 FASCIA ~-=a:~._',~~- ~~~.' HEADER (SEE NOTE BELOW) #8 x 9/16. SMS. (3) PER PAN AND (1) PER RISER FOR MASONRY USE V4. x 1-V4" TAP-CON ANCHOR OR EQUAL AT 24. ON CENTER FOR WOOD USE #10 x 1- V2. SMS. OR WOOD SCREWS AT 12" ON CENTER ROOF PANEL #8 x 9/16. SMS. (3) PER PAN AND (1) PER RISER EXIST~G HOST STRUCTlRE; WOOD FRAME, MAS~Y OR On-ER CONSTRUCTION _:::::;:'::X::~i': NOTES: ROOF PANELS SHALL BE ATTACt-ED TO THE HEADER WITH (3) EACH #8 x V2" LONG CORROSION RESISTANT Sl-EET METAL SCREWS WITH V2" WAst-ERS. AU SCREW l-EADS SHALL BE CALLKED OR SHALL HAVE NEOPRBE GASKET BETWEEN T1-E WASI-ER Mol) TH: PAN. PAN RES SHALL RECEIVE (1) EAa-i #8 x V2" SCREW EACH. TrE PANS MAYBE ANCHORED ~OUGH BOXED PAN WITH (3) EACH #8 x i OF TI-E ABOVE SCREW TYPES All[) THE ABOVE SPECFED RIB SCREW. Lawrence E. Bennett, P.E. C1VL ENGI€ER - 0EVaOPJ.ENT CONSU.. T ANT P.O. BOX 4368, SOlJTl-I DAYTONA, FL 32121 TE1.B>HOtE (904) 767-4n4 FAX (904) 767-655e @ COPYRIGHT 1998 NOT TO BE REPROOUCED N WHOLE OR N PAAT WITHOlTT Tl-E WRITTEN PERMSSION OF LAWRENCE E. ~. P.E. SEAL PAGE 113 SOLID ROOF PANEL PRODUCTS SECTION 7 P AN ROOF ANCHORING DETAILS RIDGE CAP \ {- ::::::::-~ ---- u ~- ......-i. #8 x 9/18. SMS. (3) PER PAN -!J AND (1) AT PAN RISER #8 x 9/16" SMS. (3) PER PAN ALONG PAN BOTTOM HEADERS AND PANELS ON BOTH SOES OF BEAM FOR GABLED APPUCA nON SEAlANT PAN HEADER (BREAK-FORMED OR EXTRLOED) #8 x 9/18. SMS. (3) PER PAN AND (1) AT PAN RISER PAN OR COMPOSITE ROOF PANEL AL TERNA TE CONNECTION: #8 x 1-V4. SCREWS (3) PER PAN MO BEAM THROUGH BOXED ~ OF PAN AND HEADER ROOF PANEL TO BEAM DETAIL FOR COMPOSITE ROOFS: #10 x (t + VZ') SMS. WITH 1-V4" DIAMETER fe.DER WASHERS @ 12" O.C. \ (LENGTH . PANEL THICKNESS + 1") AT' ROOF BEARING ElEMENT (SHOWN) AND 24. O.C. AT NON-BEARNG ElEMENT (SDE WALLS) NOTE: WrEN FASTENtolG PANELS OR PANS TO WOOD PLATES SCREWS SHALL HAVE A MNMUM EMBEDMENT OF r FOR PAN ROOFS: (3) EACH #8 x 1/2. LONG SM.S. PER 12" PANEL .=oj I ~~ =1 ROOF PANEL (DESIGN PER TABLES) SEcnON 7 SUPPORTING BEAM (PER TABLES) . " - - - - _,.. ~ <";" - '"'I - -~ . .. -.... - _ _ ~ ,~.....,.. .... "-~~ 1>"'''"''' , f' Lawrence E. Bennett, P.E. avL ENGI-EER ' DEVEl.~ CONSU. T ANT P.O. BOX 4368, SOU'Trt DA YTClNA. FL 32121 T'El..EPH()N; (9Q.4) 767, 4 n 4 FAX (9Q.4) 767-6556 SEAL PAGE @ COPYRIGHT 1998 NOT TO BE REPROOUCED N WHOLE OR N PART WITHOUT TrE WRl'TTEN PERMSSION Of' LAWRENCE E. Ba#ETT, PE. 117 SECTION 7 SOLID ROOF PANEL PRODUCTS Table 7,1,2: Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H-14 or H-25 13" x 12" x 0.019" Riser Panel. Open Buildings Ove rha ng Condition 1'.()" 2'.()" 3',0" 12'.1. 12',7" 13'.4" 11'..2" 11',a" 12'..6. 10',5" 10'",. 11',10" 9'.10. 10'..5" 11',4" a'..11" g',7" 10',7" Wind Ra gion 102 M.P.H. 110 M.P.H. 120 M,P .H. 125 M.P.H. 140 M.P.H. Applle d Load 17 20 23 26 32 NONE 11',11" 10'.11" 10'..3" 9',7" a'..a" 13" x 12" x 0.026" Riser Panels ~ Open Building. Wind Applied Overhang Condition : Raglan Load NONE 1'.()" 2'.()" 3'.()" 102 M.P.H. 17 13'.11" 14'..1" 14'.6" 15'.2" : 110 M.P,H. 20 12'.10" 12'.11" 13'.5" 14'.2" : 120 M.P.H. 23 11'.11" 12'.1" 12'.7" 13'.4" ,125M'p,H. 26 11'.3. 11'.5" 11'.11" 12'.g" 140 M.P.H, 32 10'.2" 10'.4" 10'.11" 11'.9" 3" x 12" x 0.032" Rise, Paneis Open Building. Overhang Condition 1'.()" 2'.()" 3'.()" 15'.6" 15'.11" 16'.6" 14'.4" 14'.9" 15'..5" 13'.5" 13'.10. 14'.6" 12'.7" 13'.1" 13'.10" 11'.5" 11'.11" 12'.9" Wind ' I Region 102 M.P.H. , 110 M.P.H. 120 M.P.H, 125 M.P,H. 140 M.P.H. Applied Load 17 20 23 26 32 NONE 15'.5" 14'.2" 13'.3. 12'.5. 11'.3. 4'()" 14'..4" 13'..7" 12',11" 12',6" 1 1',10" Wind Raolon 102 M.P,H, 110 M,P.H. 120 M.P.H. 125 M.P,H. 140 M.P,H. Enclosed Buildings Applied Overhang Condition Load NONE 1'.()" 2'.0" 3'.0" 29 9'.1" 9'.4" g'.11' 10.1'" 35 S'-4" S'..6" 9'.3" 1 0'.3" 41 7',S" 7'.11" S'.S" g'.g" 45 7'-4" 7'..7" S'.4' 9'.6" 56 6'.7" 6',10" )'.3" S'.II" -', I "1 --- -'1 4'.()" 16'.0" 15'.1" 14'.5" 13'.10" 12'.11" ,'.yind Ragion 102 M.P.H. 110 M.P.H. 120 M,P,H. 125 M,P,H. 140 M.P,H. 4' .0" 12' 2' i 11 '-6" i 11'-;- -- 110'., C" 1 0 .4" Applied Load 29 35 41 45 56 --~ Enclosed Buildings I Overhang CondltJol~----- ~-~ NONE 1'.0" 2'-:0-::- ~4':0"~ 10'.S" 10'.10" 11',4' 12.3' 13.'l g'.S" 9'.11" 10'6' 11-5' 12 7~ S'.II" 9'.2' g'.10" IO'9', 12:'; S'.)" S'.9": 9'5' ~~~E'l )'.8' 7'.11'" S.3' 9.9' " ;', -L-.- ~__ __--' - --, --I Enclosed Buildings __---I Overhang condltlon~j' NONE 1'.()" 2'.0" ~O" 11'.9" 11'.11" 12".5" .':;::-.~3""4'.3 10'.9' 10'.11' 11'5" 12'.3' '35' 9'.11' 10'.1" 10' S" 11') 12,' 9'.5" 9'-8~ 10',]" 11'.2"; 1::'-:' S'.6" S'.g" 94' '0'.5 1-~3:j ---'---"---~-- -- 4',0" 17',4" 16',3" 15'.6" 14',10" 13"9" Wind Raglan 102 M.P.H. 110 M.P,H. 120 M.P.H. 125 M.P.H, 140 M.P.H. Applied Load 29 35 41 45 56 Note: Total roof Danel widlh = room wldlh Dlus wall width Dlus o",r11anc, Table 7,1.3: Allowable Spans for Industry Standard Riser Panels for Various Loads Alurrinum Alloy 3105 H-28 3" x 12" x 0,01 g" Riser Panels OO<ln Buildinos Wind Applied Overhano Condition Raaion Load NONE 1'.()" 2'.()" 3'.()" 102 M.P.H. 17 13'.10" 13'.11" 14'.5" 15'.1" 110 M,P.H. 20 12'..9" 12',11" 13'..4" 14'.1" '120M,P.H, 23 11'.11" 12'.1. 12'.6" 13'.4" '125M,P,H. 26 11'.2" 11'.4.'1'.10" 12'.S" ~0"11"9" - Wind Applied Overhano Condition : Raalon Load NON 2'.()" 3'.()" .-02 M.P.H, i 17 16',2"T1r-3" 16'..8" 17'.3" 110 .1 20 14"'1".5,..0" 15',5" 16',1" 23 13',"" 4'..5. 15',1" 125 M.P.H. I 26 13'..1" , 13'.a" 14'-4" 140 M.P.H. I 32 11'..9" 111'.11" 12',5" 13'..3" I 3" x 12" x 0.032" Riser Panels OO<ln Bulldlnas Overhano Condition 1'.()" 2'.()" 3'.()" 17',11" 1a'-4" 1S',10" 16'..7" 16',11" 17'..a. 15',6" '5'..". 16',6" 14',7" ,4',1,. 1S'..S. 13'..2" 13'..a" 14'-4. Wind Raoion 102 M.P.H. 110 M.P.H, . 120 M.P.H. 125 M,P.H. 140 M.P,H. Applied Load 17 20 23 26 32 NONE 17'..10" 16'-6" 15'-4. 14'..5" 13',0" -', Wind Applied 4'()" Ranion Load NONE 15',11" 102 M.P.H. 29 10'.7" 15',1" 110 M,P.H. 35 g'.S" 14'..4" 120 M,P.H. 41 S'.11' 13'.9" 1 25 M.P,H, 45 8'.6" 12'.10" 140 M.P,H, 56 7'. )" ---, -----!' OverhanD Condition ___, 1'.0" 2'2::" 2.:.:.2::..~~~~ lO'.9" 11.4" 12.2", 13., I 9'.10" 10.5 114 Jj:::::::; 9'.1" 9 9" 10.9" 11 , '" S'.9" g' 5" 105" r-;--l},= 7'.1 a" S)" g.S~_ tG. ____ 4'.()" 1S'.0" 1S'-11" 16',0" 15'-4" 14'..3" Wind Ra olon 102 M,P,H. 110 M,P.H. 120 M,P.H. 125 M.P.H. 140 M.P.H. Enclosed Buildinos Enclosed Buildinas Applied Overhano Conditio,;---' Load NONE 1'.()" 2'.0" 3'.0" 4'.0':--' 29 12'.4" 12'.6" 12'.11" 13'.9" 14.9'1 35 11'.3" 11'.5" "'.1'. 12'.9" 13'.fcri 41 10'.5" 10',7" 11.2" 12'.0" '3~ 45 9'.11" 10'.,. 10,,'S" 11'.7" 12~," 56 S'.l,. 9'.1" 9'9' 10.9" 11.IO Enclosed Bulidinas Applied OverhanD Condition Load NONE 1'.()" 2'.0" J'.o' 29 13'.S" 13',10" 14'.3" 14'.11" 35 12'.5" 12'.7" 13.1. 13'.10" 41 11'..6" 11'.6" 12'.2" 12'.11" 45 10'."."'.2" 11.S" 12'.6" 56 9'.10" 10'.1. 10.S" 1,'.6' "1 4 .6'''- 15',10" 14'. iei-;;- 14 -0" i 13.7" 12 S"J 4'.()" 19',7" 18'-4" 17'-4. 16',6" 15',3" Wind Ra olon 102 M,P.H. 110 M.P.H. 120 M,P.H. 125 M.P.H. 140 M.P.H. Note: Total roof panel width = room width plus wall width plus o-.emang. Lawrence E. Bennett, P.E. avL ENGI-EER - DEYaOPf.ENT CONSU.. T;&.NT P.O. 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