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Home My WebLink About00-9385 / '-15" 0 ~~ BUILDING BUILDING PERM!,! 09385 CITY OF ZEPHYRHILLS (813) 788-6611 Dot. tf h /00 45, fd!- PLUMBING ~cJ,~ ELECTRICAL MECH~ICAl Sewer Conn Water Conn: Property Owner: Jo ~ '" Job Address: '3 q ~ :> ~ Parcel I. D. # ) I.j - 1 <:. . 1\ F"'I/.er Quill.\."t:. br. - . 00'2. c c - OQOO(} Water Meter: T,I.F.'s: Zoning: Descriotion of Work Energy Code: 1\'\0 -4.01' P Q r .... 1 <0 'Lu Radon Gas: -' I, o../&..j NO OCCUPANCY BEFORE C.O. FINAL 6-/6- DATE Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. c.o. DATE City License Registration # State Certified License# Permit Fee - Signature Company Address - Telephone# Inspector Valuation or Contract Price 1 '1 9 ~ q. tt' , '1/) - ~J ".;; ~ &of"",. ~ (A"" b PLUMBING ':( I' 2.. Tp. Servo Rough In lA-I-eo 9. R. Meter Can Const. Pole Pool Pre-Meter Final SLB Tub Set /.:s:-g,,-O/J 9/C Water Sewer Final Breakers Ducts Insl. Compressor Final BUILDING ELECTRICAL )"3 Ftr. Pre SLB Lintel FRM. vS=-.s~-O<Z> $R Insul. CL WL Driveway ~4~/P.. REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($ 25.001 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 PERMIT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT 'J fJo ~d DATE RECEIVED PLANS REVIEW FEE OWNER'S NAME ~J t1 E.{C 1/(0 r , JOB ADDRESS <3 '15 3 -:s LEGAL DESCRIPTION: LOT(S)', -t)~::< PARCEL ID # ;?1.2b-2/~ ;D21::><' -oc.L.oD_ I WORK PROPSED: ~W CONSTRUCTION PHONE , BLOCK SUBDIVISION It 2~c) (OBTAIN FROM PROPERTY TAX NOTICE) o ADDITION DALTERATION o REPAIR o INSTALL o SIGN o MOVE o DEMOLISH PROPOSED USE: DSGL FAMILY DWELLING o COMMERCIAL DMULTI-FAMILY o INDUSTRIAL 0# OF UNITS o SWIMMING POOL o MOBILE HOME o OTHER DESCRIPTION OF D RESTAURANT & HEALTH DEPARTMENT APPROVAL WORK ;1/tJ lor- firy ~'f;"')~' .... ( ~. c ,~~Af t2~ Y' </,'7' SQUARE FOOTAGE ::; sty J HEIGHT I L) J I BUILDING SIZE RESIDENTIAL: COMMERCIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. o BUILDING ~ :2iCj9~. PERMITS REQUESTED 60 VALUATION OF TOTAL CONSTRUCTION o ELECTRICAL AMP SERVICE o FLORIDA POWER o W.R.E.C. o PLUMBING o MECHANICAL $ VALUATION OF MECHANCIAL INSTALLATION o GAS o ROOFING o SPECIALTY o OTHER TYPE OF CONSTRUCTION: 0 BLOCK o FRAME o STEEL o OTHER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAD YES 7/{r7S2J o NO BUILDER L // ~----L/ COMPANY lft STATE CERT OR REGIST # R/I" D6c::;;~y1' CITY PROCESSING ~ ~ 'j'j? 111'/;~ (el( ELECTRICI~ ~ SIGNATURE ,.. ~ 4t bY ****************************************************************** COMPANY iJ1f1 E/eL. STATE CE~T OR GI ST # . _ CITY PROCESSING # 0< 'J'l *..........................................~..~.~. PLUltBKRc '''-; ~ i:r COMPANY , 5 / .'? . /(-. STATE CERT OR REGIST # SIGNATURE /;t;:/(.. /I. /~. CITY PROCESSING # ~ II~. **********~******************************************************* MECHANICAL COMPANY: STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** OTHER COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS The undersigned 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 perfonmed 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 OWNER: YOUR FAILURE TO RECORD A NOTICE OF CO NCEMENT MAY RESULT IN UR PAYING CE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU NTEND TO OBTAIN FINANC G, CONS LT WITH OU,R LENDER OR AN ATTORNEY BEF ECORDING YOUR OTICE ~F C CEMENT. JOBS UNpE:R $2,5, 0 j1N VALUE D , T NEED TO R ORD AN POST A ~NO~ CE OF CO -' ENT".,' // " t, ~ ~ -~~~ /:: P;V 'y_/~--=- sfGNATURE: CONTRACTOR acknowledged 19_ STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _____day of by STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _____ day of by acknowledged 19 (name of person acknowledged) [1ho is personally known to me, or (name of person acknowledged) Dwho is personally known to me, or o who has produced (type and whoD did 0 did not of identification) take an oath. Dwho has produced (type of identification) and who Ddid [}:iid not take an oath Signature of person taking acknowledgment Signature of person taking acknowledgement Name typed, printed or stamped Name typed, printed or stamped 't-~ : fct6 if -r..:;.- 2- fl.J.-1'^-' ',q 5~1 / f,vu~'\'\-l) tbiNTh) ~- SQ. FEET PRICE MAIN OR LIVING AREA OTHER AREA UNDER ROOF OTHER q qq. ((1 BUILDING: ELECTRICAL: PLUMBING: MECHANICAL: . f-f-, RADON: CREDIT: IJA v~ OiL o~ u;<-;::,(:) - l -~ . ;J . L/ I.-} r--... SEWER: ,At C 5 . WATER: J TOTAL: T.I.F'.S L -C;~rrt- ~ i'rzsl. 'I LJ H6cX- -Co ))..}i- ,f VA' LJ fti< L-t:>T ~ ,,' ,~ \0 '(D -t? \ '- \ \ \ - \) '-..- ~ --. .- \~iY ~ ~\ ~t '1{ '\ " '-'. \.\i \... c~. ~ ., i{>' ~ ::.. '"" -::- -~ ........: "S '\, \ l '., \- --- ll' " ~ ! '~ I:::U I ~ ~ I '~ <:;) ~ ~ A , . ,1' . /' ,0 _ "'.-.'~, ":nr / \ ;1., .. ~~~ ~ .~ ~ ~ I t.~ t~ ~~.~~~\~~ -+y- c.:...)..9 - ~~- ~~~ I , ~e , , '*' , ~---- ',' 'c,r ~ .~~. ~'(D . ,~~ ~' '-<~..) ~/ ~ ('() ::..... ~ '{'.l:"" >-. ~ ~ ~ " ~ J ~~'\ -\:~ ~ ~ ",'- t..> I '\""" - /,. A. -i. ~ '0~:,{}, : '& \0 ~"'" (\'~V ~ ,j . '\ \ .A....- , . ~ V ~. .\i( ~~ ).{' lo'<~ ~ ~ l1 .f- .::. ~~;~S ~ ,~ '\ ~ ~ ce- J '. '.- -- ~ -r~ .::!., n~! ~. '__ m, ()j --------- ---- -~ - --- ----- " -:' -;' I -:' /' ~j'" - '.~ ~,~ l_ I'.~ ,2. f)FOPOSAL SUS:yH' /7"'--:-- -----,-.....,.... '''-- ~JAME, '. I / \ I__~._~~J<:: IDDRESS ' V ~ ~:,;~~- ~f~~/~ ....:........-- -.--.--.,- "._..~_._..,-- F'HONE NO, 'I ~ i'li ~ t , ':_,_0 lit.',: :;J;~ ,(i r We hereby propo, ~~~)(~~:r~~~;~ ,,=1.9.t____.,.;.;;.l.,{k) bo ()n l,,-;:'!'..J (::j'1 Tc (:, ~,.. ~ .,.'-' l t' },/ :2,'> ~'. , /I.it;; ,wi, /~~f::- (/ . ',?, </ <J b .t- L:::'l/ . ',-" .._" 1,.< ,-,. ;t'F77 ~==-- ?T5..~ '.. "~(; ...<:" 1. (' jS) ~, /<; :;....J i /' I' ' '--"'( .c::::~' ,":J I. I::JC- /--, [..-;:) /IC;!':;" C." ? ~-!-!.' .. ,/ (/ '--~- -'=4.--- --.. ,. .r\ .- r ~-., "l"- ./ /, , l' /' ,.-, / /' , '/!1 -. _2___~J!~--'":(,. i",::'", [, l:..l);i Ul ;! :;, i d('~ c.v..Y (.( 10'::/ -.+. L.!1:J2 d?S}1 i i"'"J.-~;/"r/" ;<-::t, ....&~ ~ 4 -..::t!::- - l ~ . " ., ~, ---r t< ;.--/ i) _ ro" ::-r -J -'(~. [-f"5T4m~)Jr ./"'- (~>') [}()t.-t 'f( '-,f.'5;::>+p,r (. <ri (, (I ).<:;;': \/1 I =27~) j/~'.. ,- X'Cot4-1{I?F ., It'7 ,)/[f ':7dJ"2{;:/::7 t%J, 71. . . /,/ -jfJL!__L~~'Li:?~k?~['~~:J1 (!:?'1. uC:[~C..C<./Lf~j J f'1 ::: !., ( d'~~~ t ~~i2-_';;fjz:-6= ___-~=~_~=-- r-zL<,."e~S-L-z:: .. ./,....1, . ..--t=;~-- -Ti"'-"-jf~ .....7 <.2)1P~';;'k' uo7--j?;/;:.._Z~----~ '~"-~~I-{- .... t- I;; - 6;: ;~;~f~'>:" ~i;j\::.~~'~;-fiT:;~ii-;.;'--~,~F--'-J4C: ..-. .__. ....___.__n___~__. (,;'-~-------.{~, -- 1-r----,---.-.----/~r5.-~---.-.-~--. . . '. '_....... ..'/>~- n1./'3 ):.~?i--:;~ ::z f{~:,f:~~~~b~~:~~t~~~2~,t~f~~~~;8;):~~:j:th~d~:n:~n:8~:':~ ca!!!U~~irt~~ovr,~J~fd c~tr~ i~ci'ul~~rJi{~maniike manner for the sum of. _~_I W(~~~~;~;,~~:lr;~f -- -- -n----;}f' ($/;/-n_;fl I fOfJJ ~ co VI c't · /7 ~/7 ij~ i Respectfully submitted ! j ,~ ~X? -~'1--- "-----L.:._-.__ f,,---,-...-- Any alteration or deviation from above specifications involving extra costs will be executed only upon written order, and will become an extra charge over and above the estimate, All agreements contingent upon strikes, ac- cidents, or delays beyond our control. Per Note- This proposal may be withdrawn by us if not accepted within_ days, ACCEPTANCE OF PROFj6SAL The above prices, specifications and conditions are satisfactory and art hereby accEJPted, You are authorized to do the work as specified, Payments will be made as outlined above. I. / /"0 '"'..... /' ,_" {~.." "i' / \.,<~t';/}~... ( . '; V A/, I SignaturEf / ,... -:-' c' ,0 ~-'~-f / Signatur~ C Date r',:Adams NC 3818-50 MADE IN USA Proposal '. ~ 3. . ..;~ " R:. .~ 6. )( 7. .;, 111111111111 1111I1111I1111I1111111I11 1111I1111111111 111I1111 2000033746 State ()f 1-7 NOTICE OF COHMBNCBHBNT County of USCLJ , TUB tmnERSIGNBD hereby gives notice that improvement will be made to c~rtain real property, and in accordance with Chapt~r 713, Florida Statutes, the following infor~ation is provided in this Not~ce of Commencement: 1. Description of pr~ ert'l")pa~cel No. ,2f:;;?0-:?/-CJO;;?~-(JCt7(7,/J-/6;2(2 E III~ . e f&- 31S-~3 - (Legal descrlpt~on 0 t e property an stree a r ava~ ale) j1tO iZ!J~ /6(' V Rept: 399582 OS: 0.00 03/20/00 2. General Description of Improvement Ree: 6.00 IT: 0.00 Dpty Clerk O\oJner Information: Name :JOh iV' c.. hL Ilep ~ , / l~ddreS5 \31.5":3- ~ (1jJb b,.f71>--.,(b" City 3 ~o Ae(P p~ Interest in Property: (O~-tJ/f--1 ~592G~~~M'KkllaSmCO fOUN~~ ClERK OR BK 4331 PG 832 &'5 ~ ~ ct:.-, ~ //t".(> State cZi? 33-6-9(,) Name of Fee Simple Titleholder: (If other th~n owner) Address City StClte Co..tractor: 1!~l!'e ;#.,Ji! 2, AJI/en Address J02tIJ"7 Ljr.lJ-ltFity jJ'cl~o-'7 ~ ~ G~?i~ Surety: N.:lrne State ;FL .:3~0~c; Address City STATE OF F,LORIDA State L;UUNTY OF PASCO . THIS IS TO CERTIFY THAT THE FOREGOING IS A TRUE AND COR T COpy OF THE DOCUMENT ON FILE OR OF PlJBu CORD I rHIS OF I ESS MY HA Amount of Bond: $ Lender: Name Address City f ~t~ y wrP~P~TYfIPP&n whom provided by Section Persons within the State of Florida notices or o~her documents may be 713.1J(1)(a)(7), Florida Statutes: c- tJ Cl me --:>Cl )t( (? Address City StClte 8. In addition to himself, Owner designates <J . of to receive a copy of the Lienor's Not~ce as provided ~n Sect~on 713.13(1)(b), Florida Statutes. f'xp.irn1J.'m dftle or Uot.lce of Commencement. (the explratiun d~tel:3 1 yea.r fr?m the d.:lte uf rucord~ng unless a different date is specified.) 7".. /1 I' '-" Cl..rvj,.- ,~/, ..-:J... 0 0- C)j - (J . Y SignatureOfown~ p .:;fJ~A' Sworn to and sub ibcd before me this /0 day of 7'1?~ ~udu Y ~ 20 l1:1l Not.:lry Publ ic: My C;)~;;r.i ssion Expires: PC93053048 " ..J'f'1iti MUIII~ b 1oI11uilim"'" !:~\'b.\;E MY COMMISSION II CC719S01 EXPIRES ~~ ~ :.. February 24, 2002 ~~......~~ BONDED lHllU TROY ~A1N INIURANCi, tNe ,Rlllf-\ SECTION 7 SOLID ROOF PANEL PRODUCTS .F.1;'1~A"" Allowable Spans for Industry Standard Riser Pan Aluminum Alloy 3105 H-14 or H-25 3" x 12" x 0,019" Riser Panels Open Buildings Enclosed BUlldlnQS Wind Applied Overhang Condition Wind Applied OverhanQ Condition ReQion Load NONE 1'-0" 2'-0" 3'.0" 4.0" Reoion Load NONE 1'.0" 2'.0" 3'.0" 4'.0" 102 M.P,H, 17 10'.11" 11'.2" 11'.8" 12'.6" 13'.7" 102 M,P,H, 29 8'.5" 8'.7" 9'.4" 10'.4" 11',., 110 M.P,H. 20 10'.1" 10'.4" 10'.10" 11'.9" 12'.11" 110 M,P,H, 35 1'.8" 7'.11" B'.7" 9'.9" 11'.1" 120 M.P,H, 23 9'.5" 9'.8" 10'.3" 11'.2" 12'.4" 120 M,P,H, 41 1'.1" 1'.4" B'.l" 9'.3" 10'.8" 125 M,P.H, 26 8'.10" 9'.1" 9'.9" 10'.8" 11'.11" 125 MP,H. 45 6'.9" TO" 7'.10" 9' 0" 10' ~" 140 M.P,H, 32 7'.11" 8'.3" B'.11" 9'.11" 1 1'.4" 140 M,P,H, 56 6'.0" 6' 4" /'3" d'tj" 10' 0" 3" x 12" x 0,026" Riser Panels ODen Buildinos Enclosed BuildinQs Wind Applied OverhanQ Condition Wind Applied OverhanQ Condition Recion Load NONE 1'.0" 2'-0" 3'.0" 4'-0" Recion Load NONE 1'.0" 2'.0" 3'.0" 4'.0" 102 M,P,H, 17 13'.11" 14'.1" 14'.6" 15'.2" 16'.0" 102 M,P,H, 29 10'.B" 10'.10" 11'.4" 12',3" 13'.4" 110 M,P,H, 20 12'.10" 12'.11" 13'.5" 14'.2" 15'.1" 110 M.P,H. 35 9'.B" 9'.11" 10'.6" 11..5" 12'.7" 120 M,P,H, 23 11'.11" 12'.1" 12'.7" 13'.4" 14'.5" 120 M,P,H, 41 B'.11" 9'.2" 9'.10" 10'.9" 12'.0" 125 M,P,H, 26 11'.3" 11'.5" 11'.11" 12'.9" 13'.10" 125 M,P,H, 45 B'.7" B'.9" 9'.5" 10'.5" 1 1'.B" 140 M,P,H, 32 10'.2" 10'.4" 10'.11" 11'.9" 12'.11" 140 M,P,H. 56 1'.8" 1'.11" B'.B" 9'.9" 11'.1" 3" x 12" x 0,032" Riser Panels Open BuildinQs Enclosed Bulidinqs Wind Applied OverhanQ Condition Wind Applied Overhang Condition ReQion Load NONE 1'.0" 2'.0" 3'-0" 4'.0" ReQion Load NONE 1'.0" 2'.0" 3'.0" 4'.0" 102 M,P,H. 17 15'.5" 15'.6" 15'.11" 16'6.' 17'.4" 102 M,P,H 29 11..9" 11'.11" 12'.5" 13'3" 14'.3" 110 M,P,H, 20 14'.2" 14'.4" 14'.9" 15'.5" 16'.3" 110 M,P,H, 35 10'9" 10'.11" 11'S 12'.3" 13'5" 120 M,P,H, 23 13'.3" 13'.5" 13'.10" 14'.6" 15'.6" 120 M,P,H 41 9'.11" 10' 1'. 10' B" 11'.1" 12'9" 125 M.P.H. 26 12'.5" 12'.7" 13'.1" 13'.10" 14'.10" 125 M,P,H, 45 g'S g' 8" 10'3" 11'.2" 12'-5" 140 M.P.H. 32 11'.3" 11'.5" 11'.11" 12'.9" 13'.9" 140 M.P,H, 56 B'-6" B'.9" 9'-4" 10'.5" 1 1'.8" Note: Total roof panel width = room width plus wall Wld1h plus overhang. "F.1;'1~A"'. Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H-28 3" x 12" x 0,019" Riser Panels o en Buildin s Ovcrhan Condition 1'.0" 2'.0" 3',0" 12,11" '3,4 14 r 11'-11" 1~' '5 13 :'" 1 1'.1 lib 1 ~ 0.' 10'.6" 11'.0 11..11" 9'.6" 10.1' 1 1'.1" Wind Re ion 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 Enclosed BUlldln s Apphpd Ovcrhanc Condition Load NONE 1',0" 2'.0" 3'.0" 29 9 9' ," : 1 0 ,6. 1 1 5. 35 81e' "' ".9" 1:..8. oil 8 .. ". I 45 T.10. 6,,'. 5S 56 7'.0" .3.' 5' 1" 4'.0" 1;:'.7" 11 11" 1 ~ '" l' ')" 10 8' Wind Re Ion 102 M,P.H 110 M,P.H 120 M.P H 125 M,P,H 140 M,P,H, NONE 12'.9.. 11..9.' 10'.11" 10'.3" 9'.3" 4.0" 15',0" 14.,2" 13'.1" 13'.0" 12'.3" 9. lC Wind Rt: .Oll 102 M,PH, 110 M,P,H, 120 M,P,H, 125 M,P,H, 140 M,P,H. Wind Re ion 102 M,P.H, 110 M,P,H, 120 M,P,H, 125 M,P,H, 140 M,P,H, Note: SEAL PAGE 178 ~ - 3" Enclosed BUlldlfl s Wind Applied Overhan Condition 3'.0" 4'.0" Re Ion Load NONE 1'.0" 2'.0" 3'.0" 4'.0" 17',3" 18'.0" 102 M,P,H, 29 12 4" 12"b" 1:1 11. lJ Y.. 14'9' 16'.1" 16'.11" 110 M,P,H, 35 11.3. 11 S 11 11 1 : 'f 13 10" 15'.1" 16'.0" 120 M,P,H, 41 10.5" 10' 7" 1 r 2. Il U 13 r' 14'.4" 15'-4" 125 M,P,H. 45 9'.11" 1(;'.1" 1 G' ."1 1:. t :'. ;. 13'.3" 14'.3" 140 M,PH 56 B'., 1" 9' . ~. 9' 9 , . 11'. Enclosed Bulidlfl s Wind Applied Overhan Condition 3'.0" 4'.0" Re Ion Load NONE 1'.0" 2'.0" 3'.0" 4'.0" 18'.10" 19'.7" 102 M,P,H 29 13'.8'. 13'.10" 14'.3" 14'.11" 15'."y' 1 7'.6" 18'.4" 110 M,P.H. 35 12'.5" 12'.7" 13'.1" 13'.10" 14. 10" 16'.6" 11'.4" 120 MP,H, 41 11'.6" 1 ,.B.. 12'.2" 1~' 1" 14 0" 15'.B" 16'.6" 125 M,P,H 45 10'.11" 11'1' 11'.8" 12'.6" 13'.7" 14'.4" 15'.3" 140 M,P,H, 56 9'.10" 10'., " 1O',B" 11'.6" 12'.B" Al'plied Load 17 20 23 26 32 Applied Load 17 20 23 26 32 Total root panel width = room WIdth plus wall Width plus overhang Lawrence E. Bennett, P.E. CIVIL ENGINEER. DEVELOPMENT CONSUL T ANT PO BOX 4368. SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT P E SCREEN, VINYL & GLASS ROOMS SECTION 3 _~'1iU~W.w. Allowable Upright Heights Screen, Vinyl and Glass Rooms Aluminum Alloy 6063 T-6 2" x 2" x 0,055" Hollow Extrusion Wind Zone Load 102 M,P,H, I 110 M,P,H, I 120 M,P.H, 1 125 M,P,H, I 140 M,P,H, Width Applied Load 19 # 15,.. Ft 23 # 150. Ft. 26 # 150, Ft 29 # ISa. Ft. 36 # ISa, Ft. 36" 12'.3" 11'.1" 10'.S" 9'.11" 8'.11" 42" 11'-4" 10'.3" 9'.8" 9'-2" 8'.3" 48" 10'-7" g'-7" 9'.1" 8'.7" 1'.8" 54" 9'-11" 9'T 8'.6" 8'.1" 1'.3" 60" 9'-6" 8'.7" 8'.1" 1'.8" 6'-11" 66" g'-O" 8'.2" T.9" 1'-4" 6'.7" 72" 8'-8" 1'.10" T-S" 6'-11" 6'-3" 78" 8'-4" 1'-7" 1'-1" 6'.9" 6'-0" 84" 1'-11" 1'-3" 6'.10" 6'.6" S'.10" 90" T-9" 1'.0" 6'.7" 6'.3" S'.7" 2" x 3" x 0,050" Hollow Extrusion Wind Zone Load 102 M,P H, I 110 MP.H, I 120 M,P,H I 125 M,P,H. I 140 M,P,H, Width Applied Load 19 It 150 Ft 23 It ISa. Ft 26 It ISa, Fl 29 It ISa, Ft 36 It ISa, Ft. 36" 16.10' 1S,3 14.4' 13. ~. 12'.3" 42" 15.7 14 -2" 13.4' i 2'. {'. 11'.4" 48" 14' 7' 1].3 '7,5 1,.C," '0 7" 54" 13'.9" 12.6" 11-er 11.1 9..11" 60" 13'.0" 11'-10" 11'.2" 10-6" 9'.6" 66" 12'.5" 11'.3" 10'.7" 10'-1.' g'.O" 72" 11'.11" 10'.10" 10'-2" g'-7" 8'-8" 78" 11'-5" 10'-5" g'.g" 9'-3" 8'.4" 84" 11'.0" 10'.0" 9'-5" 8'.11" !I'-O" 90" 10'-8" 9'-8" 9'-1" 8'-/" T.9" 2" x 4" x 0,050" Hollow Extrusion Wind Zone Load 102 M,P.H, I 110 M,P,H, I 120 M.P.H, I 125 M,P,H, I 140 M,P,H, Width Applied Load 19 # ISa. Ft 23 # ISa, Ft. 26 # ISa. Ft. 29 # ISa, Ft. 36 # ISa, Fl 36" 20'.9" 18'-11" 1T-9" 16' 10" lS' 1" 42" 19'.3' 11'.6" 16.S" 15'.7 13'.11" 48" 17'.11" 16'-4" 15'.5" l.r.T 13.1" 5"" 16'. ~ 1" 15'.5" 14'.6" 1T.9'. 12 -4" 60" 15.1" 14..8.' 13'.9" 13'-~ 11.8.' 66" 15'.4" 1 T. ~ 1 13'.1.. 12'.5" 11 -2" 12" 14'.S.. ~T.4 12'. ;" j1.'1 lr .8" 78" 14'.1 12. 10 '2 -, " 5 'C' 3' 84" 13.7" 12'.4' 11.8 ~ ".(" 9'.11" 90" 13'.2" ".". 11'.3'. 10.8 g'7" Notes: Glass Rooms The addition of aluminum framp. Windows With glass panes that are deSigned to 110 M P H. wind load requirements to the above upnght sizes Increases the str'!ngth so that additional framing IS not required Using screen panel Width "W' (See typical glass room drawing ), select upnght reqUired from the maximum height allowed for each extrusion. Screen Splines on 3" side extrusion turned with 3" side parallel to sole plate Lawrence E. Benn~tt, J? . 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 1999 NOT T(. BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P E 93 SECTION 2 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS ---------------- en w ~ ~ ROOF PANEL SEE SECTION 7 ANCHOR (SEE DETAIL FOR PAN OR COMPOSITE PANEL) FOR NUMBER OF BOLTS AND SIZE OF POST (SEE TABLE 2.3) BEAM AND POST SIZES (SEE TABLE 2,1,1. TABLE 2,1,2 AND I OR TABLE 2,2,1. TABLE 2,2,2) COLUMN NOTCHED TO SUIT SIDE NOTCH POST TO BEAM CONNECTION SCALE: 1/4" = 1" --- ---------------- CI) w a: ROOF PANEL SEE SECTION 7 ~ SIDE BEAM @ @ @ @ ANCHOR PER DETAIL FOR PAN OR COMPOSITE PANEL FOR NUMBER OF BOLTS AND SIZE OF POST (SEE TABLE 2,3) 1 3/4" x 1 3/4" x 0,063" RECEIVING CHANNEL THRU BOLTED TO POST WI THRU BOLTS FOR SIDE BEAM (SEE TABLE 2,3 FOR NUMBER OF BOLTS) CENTER NOTCH POST TO BEAM CONNECTION SCALE: 1/4" = 1" BEAM AND POST SIZES (SEE TABLE 2,1,1. TABLE 2,1,2 AND I OR TABLE 2,2.1, TABLE 2,2.2) COLUMN NOTCHED TO SUIT Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT PO. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL PAGE @ COPYRIGHT 1999 64 NOT TO BE REPRODUCED IN WHOLE OR IN PART WiTHOUT THE WRITTEN PERMISSION OF LAWRENCe [ BENNETT, P E ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2 PAN OR COMPOSITE PANEL ROOF ------------------~------- .~ l CENTER OF BRACE CONNECTION FOR START OR END OF BEAM SPAN KNEE BRACE NOT REQUIRED FOR ATTACHED STRUCTURES KNEE BRACE REQUIRED IF POST NOT SET IN CONCRETE FOOTING o o o H-CHANNEL KNEE BRACE 2" x 3" x 0,050" KNEE BRACE WI (3) #10 x 1/2" EACH SIDE OF BEAM U-CHANNEL ON SIDE WI (3) #10 x 1/2" AND KNEE BRACE INTO POST AND (3) #10 X 1/2" EACH SIDE OF KNEE BRACE WI CORROSION RESISTIVE WASHER HEADED SCREWS KNEE BRACE TO POST DETAIL - BEAM PARALLEL TO ROOF SCALE 1/4" = 1" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT PO. 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 Al NNE IT P f PAGE 63 1 d II 1>JNlf1 I nN1HI~'fl ~O NOISSI~H]rl N1LlIHM ll-ll InOl-lllM HJ\fd Nt HO ]lOI-lM NI 03JnOO~d=l~ 31'1 OllON 666t J.H8IHAdOJ @ 09 38Vd lV3S ~g9'l9l (1006) XV:! ~Ll~-l9l (\006) 3NOl-ld313I tl~lC 1:1 'VNOlAVO HInos 'Il9C~ XOS 'Od lMfl ,nSNO;) lN3Y'1d013A30 - H33N/DN3 "111;) '3"d 'nauuas '3 a~uaJMel ..L = ..tr/L :31V:>S 38\fS l\fN~31NI 811 \f~3HJ8 38\f8 N~nlOJ 38n1 Stl3^0:> 8NIONV1S-33t1:! tlO:! 8NI:>\1Cf8 1VN08VI0 3t1ln03t1 NMOHS SllV130 1N3WH:>V11V310N 8N1100:l tlO 8'cflS 313t1:>NO:> f> v 31n03HJS tl3d 1108 ntlH1 ~ 1331S 3^11SIS3t1 NOISOtltlOJ dll:>-n 03WtlO:l )lV3t18 tlO ~ 3SV8 WnNIWn1V 030ntl1X3 (31n03HJS 33S)StlOH:>NV313t1:>NO:> NWmo:> 38n1 WnNIWnlV ..L = ..vH :31VJS Sdll8 3lE>N\f lVN~3.lX3 ~O l\fN~3.lNI S318NV ..€90'O x ..G x ..G f> nL = ..vH :31VJS l3NN\fH8 E>NI^1383~ l\fN~3.lX3 ~O l\fN~3.lNI v f> S03HS A.llll.ln ON\f S~3^O:J E>NION\f.lS33~~ ~ 03H:JV.l.lV G NOI.l:J3S ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS w ~ o :r: w ..J CD o ~ (!) z i= ~ >< w SECTION 2 PAN OR COMPOSITE PANEL (SEE TABLES SECTION 7) TOP PLATE PT OR WI VAPOR BARRIER @ ALUMINUM ROOF 2 x 4 TOP PLATE @ ROOF 2 x 2 ALUMINUM OR 2 x 4 LUMBER #2 SPF (MIN,) SHEATHING: 7/16" O,S.8, OR 1/2" PLYWOOD WI STUDS 24" O.C, OR STRUCTURAL GRADE THERMAL PLY WI STUDS@ 16" O,C, 2 x 4 PRESSURE TREATED PLATE WI 3/8" x 4-1/2" CONCRETE ANCHORS @ 4'-0" 0 C, (SEE SLAB DETAILS) ATTACH SHED OR ROOM WALL TO HOST STRUCTURE WI 1/4" x 3-1/4" TAPCONS @ 16" O,C, FOR MASONRY OR #16d COMMON @ 16" O,C, OR #10 X 3-1/2" FOR WOOD OR #10 X 2-1/2" S,M,S, FOR 1 X 2 ALUMINUM OR #10 X 3-112" S.M,S, FOR 2 X 2 ALUMINUM SHED IS FRAMED FOUR WALL STRUCTURE OR ATTACHED TO HOST MAXIMUM FLOOR AREA 200 SQ, FT FLOOR AREA GREATER THAN 200 SQ, FT, USE SECTION 4 POST AND BEAM DETAILS AND TABLES SECTION 2 FOOTING AND CONNECTION DETAILS SECTION 2 UTILITY SHED AND CARPORT WALL SECTION SCALE: 1/4" = 1'-0. SHEDS AND UTILITY ROOMS BUILT UNDER SECTION 2 SPECIFICATIONS SHALL BE LIMITED TO 16 FT IN ROOF SPAN DIRECTION AND 200 SQ, FT MAXIMUM AREA 2, ALL WOOD FRAMING AND SHEATHING CONNECTIONS SHALL BE IN COMPLIANCE WITH STANDARD CODE 1997 CHAPTER 23. TABLE 2306.1 OR AS NOTED BELOW, CONNECTION FASTENER NUMBER I SPACING WALL SHEATHING 1/2" OR LESS #6 COMMON 6" O,C, EDGES AND 12" O,C, FIELD TOP OR SOLE PLATE TO STUD A. END NAIL #16 COMMON 2 B, TOE NAIL #8 COMMON 2 SEE CONNECTION DETAILS (SECTION 7) ~ w ~ o :r: w ..J CD o ~ (!) Z I- C/) >< w Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT PO 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 SEE CONNECTION DETAILS (SECTION 7) 12" X PAN (SEE TABLES SECTION 7) USE 'W' TO SELECT PAN FOR REQUIRED SPAN - 'W1' VARIES-, FOR FRONT BEAM USE L = WI 2+0VERHANG PAGE 55 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2 1-1/2" x 1-1/2" x 0,080" ANGLE EACH SIDE OF CONNECTING BEAM WITH SCREWS AS SHOWN @ @ @ @ @ @ UJ -l co ~ a::: UJ a.. :::c I- a.. UJ o PRIMARY BEAM (SEE TABLE 2 1 1 AND/OR TABLE 212) l CARRIER BEAM (SEE TABLE 2,1,3) MINIMUM #8 S,M,S, x 3/4" lONG NUMBER REQUIRED EQUAL TO BEAM DEPTH IN INCHES NOTE: EXTRUSIONS WITH INTERNAL SCREW BOSSES MAY BE CONNECTED WITH (2) #10 x 1-1/2" INTERNAllY CARRIER BEAM TO BEAM CONNECTION SCALE: 1/4" = 1" ANGLE OR RECEIVING CHANNEL PRIMARY BEAM (SEE TABLE 2.1.1 ANDIOR TABLE 2.1,2) NOTE: EXTRUSIONS WITH INTERNAL SCREW BOSSES MAY BE CONNECTED WITH (2) #10 x 1 1/2" INTERNALLY, MINIMUM #8 S.M.S. x 3/4" LONG NUMBER REQUIRED EQUAL TO BEAM DEPTH W -l co ~ a::: w a.. :::c I- a.. UJ o BEAM TO WALL CONNECTION (2) 2" x 2" x 0,060" EXTERNALLY MOUNTED ANGLES ATIACHED TO WOOD WALL WITH MINIMUM (2) 3/8" x 2" LAG SCREWS PER SIDE OR (2) 1/4" x 2 1/4" CONCRETE ANCHORS TO CONCRETE OR MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3" (ALTERNATE) (1) 1 3/4" x 1 3/4" x 1 3/4" x 1/8" INTERNAL U-CLlP ATTACHED TO WOOD WALL WITH MINIMUM (3) 1/4" x 21/4" LAG SCREWS PER SIDE OR (3) 1/4" x 21/4" CONCRETE ANCHORS TO CONCRETE OR MASONRY WAll ADD (1) ANCHOR PER SIDE FOR EACH INCH OR CANTILEVERED BEAM DEPTH LARGER THAN 3" CARRIER BEAM TO WALL CONNECTION SCALE: 1/4" = 1" Lawrence E. Bennett. P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT PO BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 761-6556 SEAL @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WHITIEN PERMISSION Of LAWRENCE I III NNl rr. f' l PAGE 65 SCREEN, VINYL & GLASS 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" OC, ALONG SIDES (WALK-ON) 2" x 2" OR 2" x 3" HOLLOW CHAIR RAIL AND KICK PLATE 2" x 2" HOLLOW RAIL POST ATTACHED TO BOTTOM WI MIN, (2) #10 x 1-1/2" S,MS, IN SCREW BOSSES EXISTING SLAB MAY BE USED IF IT IS IN GOOD CONDITION AND IT IS APPROVED BY THE BY THE BUILDING OFFICIAL (1)HILTI1/2"x3-1/2"KBII- BOLTS APPROVED FOR 665# UPLIFT WI STD, PLATED CUT STEEL WASHER (1) 3/8" BOLT FOR 3" POST (2) 3/8" BOLTS FOR 3" x 4" POST ~ " TYPICAL UPRIGHT DETAIL SCALE: 1/4" = 1" SECTION 3 RISER PANELS: (3) #8 x 1/2" S,M.S, PER 12" PANEL HEADER ATTACHED TO POST WI MIN, (2) #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 CHAIR RAIL ATTACHED TO POST WITH MIN, (2) #10 x . 1-1/2" 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. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT POBOX 4366, 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 WRITIEN PERMISSION Of LAWRENCE E BENNETT, P E PAGE 83 SCREEN, VINYL & GLASS ROOMS SECTION ~ (2) #10 x 1" S M S INTO SCREW SLOTS ANCHOR 1" x 2" PLATE TO CONCRETE W/ 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, 6x6-10x10 WW,M, OR FIBER MESH VAPOR BARRIER UNDER CONCRETE ~ BElli \DH AL TERNA TE CO ~CTI<. DETAIL 2" x 2" v 0063" At CONNECT UF , , ~ @ BCnllll1 HEADER AND Chr\ RAIL ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS 1" x 2" EXTRUSION 1-1/8" MIN, IN CONCRETE HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL SCALE 1/4" = 1" 2" x 2" OR 2" x 3" OR 2" 5MB POST 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, 6x6-10x10 WWM, OR FIBER MESH VAPOR BARRIER UNDER CONCRETE o 0 o 0 ------ .., 4 (4) #10 x 1/2" SMS EACH SIDE OF POST HEADER BEAM H-BAR OR GUSSET PLATE 2" x 2" x 1/16" ANGLE EACH SIDE ATTACH TO POST AND CONCRETE AT LOAD BEARING W',LL WITH (2) #10 X 1/2" SM.S EACH SIDE 1" X 2" EXTRUSION 1-1/8" MIN. IN CONCRETE SELF-MATING POST TO BASE AND SELF-MATING POST TO BEAM DETAIL SCALE: 1/4" = 1" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL T ANT PO BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767.4774 FAX (904) 767.6556 SEAL @ COPYRIGHT 1999 NOT TO ElF REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTeN PERMISSION OF LAWRENCE E BENNETT, P E PAGE 81 SECTION 2 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS Table 2.3 Schedule of Post to Beam Size and Number of Thru-Bolts Required Aluminum Alloy 6063 T-6 Beam Size 2" x J" x 0,050" Hollow Tilt 2" x 4" x 0,050" Hollow 2" x 4" x O,OJS" x 0,100" Self Mating Beam 2" x 6" x 0,050" x 0,120" Sell Mating Beam 2" x 7" x 0,055" x 0,120" Self Mating Beam 2" x 8" x 0.072" x 0,224" Self Mating Beam 2" x 9" x 0,072" x 0.224" Self Mating Beam 2" x 9" x O,OS2" x 0.306" Self Mating Beam The minimum number of thru-bolts IS two (2) Table 2.4 Minimum Post Size J"x J"x 0,060" Scalloped J"x J"x 0,060" Scalloped J"x 3"x 0,060" Scalloped J"x 3"x 0,060" Scalloped J" x 3" x 0,093" 3" x 3" x 0,093" 3" x 3" x 0,125" 3" x J" x 0,125" # Thru-Bolts w L~D~'1," 1/4"" J/8"" 2 2 2 2 3 2 3 ;> 4 3 4 3 Existing Slab on Grade with unknown reinforcement 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',S" x 1'-S" x 2'-0" 1'-S" x 1'-S" 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" Uplift Rating # 520 1000 1320 2040 2540 2640 3300 4000 4800 Maximum Attributable Roof Area in Square Feet 30 26 22 20 16 59 50 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 2/6 240 212 172 "Notes: Isolated Footing is a poured concrete rectangular solid (Length x Width x Depth) Slab on grade must be new or In good condition (1) SO# Bag (1) SO# Bag (1) BOllI Bag rade With 80 # ba re.m,x concrete and oackfLiled to rac.e Maximum Attrobutable Root Area In Square Feet 102 87 76 67 54 107 91 79 70 57 112 95 83 73 60 SEAL Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL T ANT PO, BOX 4368, SOUTH DAYTONA. FL J2121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 72 PAGE @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E BENNETI. P E ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2 _1f1 i] ".....,~ Allowable Attributable Roof Area per Post for Carports, Patio Covers, and other Open Buildings - ALUMINUM POSTS Aluminum Post Wind Load = 102 MPH I 110 MPH I 120 MPH 125 MPH 140 MPH Applied Load = 17 #/Sq. Ft. I 20 #/Sq. Ft. 23 #/Sq. Ft. 26 #/Sq. Ft. 32 II/Sq. Ft. Maximum Allowable Roof Area in Square Feet for Various Loads on Post HeIght Load in Lbs 3" x 3" x 0.090" Hollow Extrusion. AlumlOum Alloy 6063 T.6 11 :) 5.184 305 259 225 199 162 1 J 1 ~) 3. 888 229 194 lfi9 150 1')') 1 " 1'] 3.024 178 151 131 116 95 17 10" 2,268 133 113 99 87 71 Height Load in Lbs 3" x 3" x 0.125" Hollow Extrusion - Aluminum Alloy 6063 T-6 13'.9 6.912 407 346 301 266 216 15'.1'. 5,184 305 259 225 199 162 Hf-4" 4,032 237 202 175 155 126 20.7.' 3,024 178 151 131 116 95 Height Load in Lbs 4" x 4" x 0.125" Hollow Extrusion - Aluminum Alloy 6063 T-6 15'.9' 9,312 548 466 405 358 291 18'.5.' 6,984 411 349 3~': 259 218 21'.0" 5,432 320 272 2'" 2('9 170 23'.8'. 4.074 240 204 ' .0 '5~ 127 Steel Post Wind Load = 102 MPH 110 MPH 120 MPH I 125 MPH I 140 MPH Applied Load = 17 /I/Sq. Ft 20 II/Sq Ft I 23 ItISC] Fl I 26/1/Sq Ft 32/1/Sq. Ft. MaXimum Allowable Roof Area 10 Square Feet for Various Loads on Post HeIght Load in Lbs 3" x 3" x 14 Gauge Post - 46 k.s.i, Steel 19'.10' 10050 591 503 437 387 314 21.-9" 7.430 437 372 323 286 232 23'.~'. 5,638 332 282 245 217 176 25'.9'. 4,371 257 219 190 168 137 Height Load in lbs 3" x 3" x 11 Gauge Post - 46 k.s.i. Steel 19'.8.' 15.870 934 794 690 610 496 21 '.7' 11,730 690 587 510 451 36, 23'.6 8,970 528 449 390 345 280 25'.6" 6.900 406 345 300 265 216 Height load in lbs 4" x 4" x 14 Gauge Post - 46 k,sl. Steel 26'.8.' 12,650 744 633 550 487 395 29'.3'. 9.350 550 468 407' 350 292 32-0 7150 421 358 311 275 223 34'.8' 5.500 324 275 239 212 17, Lawrence E. Bennett, P.E. 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