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Home My WebLink About98-8052 BUILDING PERMIT CITY OF ZEPHYRHILLS (813) 788-6611 Permit 8052 It.{~ 50 Date 10/27/98 BUILDING 3Lr~ ELECTRICAL PLUMBING MECHANICAL Sewer Conn Water Conn: Property Owner: Job Address: Parcell.D. # Charles Williams 3341 Malachite (Emerald Pointe) 74-26-21-0000 001 ~~ L~ 7,'10 Water Meter: T,I.F.'s: Zoning: Description of Work Energy Code: Radon Gas: Raised slab - Den - Shop - ~Rr-port & DrivPWRY FINAL {JIll! ?'Y DATE NO OCCUPANCY BEFORE C.O. Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances, C.o. DATE Inspector 1rJ.> 2266 Pe,m;t Fee ~ ~ Signature ,j Company Shull ons t ruc t ion Address Valuation or Contract Price $14.'1'10 00 City License Registration # State Certified License# 4 c,.~ - 1-0 l - S ;}..rl-lS - a1fl.. Telephone# Shnll r.nn!':rrnrrinn 2266 BUILDING Arp 187 ELECTRICAL PLUMBING MECHANICAL Ftr. //J~.Q CJo.~p. Servo Pre SLB / lJ-' L-(j-l <J~ Rough InJ1Jr7/9 ~ I? ,1)6- Lintel Meter Can FRM. ~dJ~/4~ 6th Const. Pole Insul. CL Pool WL Pre-Meter Driveway 11/'1 Jq j Rob. Final SLB Tub Set Water Sewer Final Breakers Ducts Insl. Compressor Final REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($ 25.00) shall be made for each trip for each trade: a, Wrong Address b. Condemned work resulting from faulty construction. c. Repairs or corrections not made when inspection called. d. Work not ready for inspection when called. e. Permit not posted on job site. f. Plans not at job site. g. Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same, OWNER' S NAKE~ <t" fV'1J,. ~ CJ~/T!Lf~ ~ JJ lUJ Nf)7PHONE OWNER' S ADDRESS 9,t:; be.; L()~'t.. LA ~LO iJl, JJ Y JOB ADDRESS 33L11 fV\A L.ftC.l1.1Jz. D ~. LEGAL DESCRIPTION: LOT(S)~ BLOCK PARCEL LD.' ,ZL.{ ~.tb - 2. \ ~ 0000 g- ()b d- B 'I Cf :>-- 'I g APPLICATION FOR PERMIT ~ J~ "20 - 1 ' ~ CITY OF ZEPHYRHILLS jp./" I ... 7 Y '1 BUILDING DEPARTMENT q, () '1 / ~A I ~g-bO-Cfb53 SUBDIVISION ~IVJ}'~ ~lJJTL - a:::> , - c:>O - Lt=1 (OBTAIN FROH PROPERTY TAX NOTICE) WORK PROPOSED:~New Construction .L!LAddition _Alteration _Repair _Install _Sign _Hove _Deaolish PROPOSED USE: _Single Faaily _H/F _' of Units ..2LH/H _C~ercial _Indust. _Swia. Pool _Other _Restaurant & Health Deparbaent Approval DESCRIPTIOII OP IillJlK~L MI&EJ) sc.wA\. MU{ 9~~ ~\A1i'<T J I D \ULWfty BUILDING SIZE: X. Square Feet. Height RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. PERMITS REOUESTED _BUILDING $ ,,5,Ct){).ct:J Valuation of Total Construction _ELECTRICAL AMP Service Florida Power Corp. W.R.E.C. ----.JIECHARICAL $ Valuation of Mechanical Installation _PLUMBING GAS ROOFING pt.( Jrf} JA1J~ECIALTY TYPE OF CONSTRUCTION: _Block ~FraJae LSteel ~ther FIBlSBED FLOOR ELEVAnONS: FT. IS PROJECT IN FLOOD ZONE AREA? YES NO ****************************************** KIITloOER CONTRACTOR SECTION COMPANY SHULL CCWS L~ \1t-T, 0 JJ State Cert. or Regist. . City License Registration' .2::J- ~ fa ****************************************** / Signature F.l.F.CTRICIAN , COMPANY AC- ~ Z.-' ~c..1 V(, L _ . \ (l ' L ' \ 0 State Cert. or Regist. , SiQllAture \ \~C ~(.J '~:C 00Vl. City License Registration' I1JV * **************************************** PLUMBER COMPANY State Cert. or Regist. . Signature City License Registration . ****************************************** MECHANICAL COMPANY State Cert. or Regist. . Signature City License Registration . ****************************************** OTRF.R COMPANY State Cert. or Regist. , Signature City License Registration # ****************************************** 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 CON'l'RAC'l'On RESPONSIBILIi'IES If the owner has hired a contractor or contractors to under tale worl, 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 .ay be cited for a lisdel8anor violation under state law. If the owner or intended contractor are uncertain as to wbat licensing requireaents lay apply for the intended worl, they are advised to contact the City of Zephyrhills Building Departlent, (813) 788-6611. FurtberlOre, if the owner has hired a contractor or contractors, he is advised to have tbe contractor(s) sign portions of the "Contractor Sections" of this application for wllich tbey will be responsible. If you, as the owner sign as the contractor, you are indicating that you, rather than the contractor, are responsible for tbe worl. If tbe contractor wiabea you to sign as contractor tbat lay be an indication that he is not properly licensed and is not entitled to per.itting priVileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES I ~' . D. CONSTRUC'l'ION LIEN L-nW (CHAPTER 713, FLORIDA STATUTES" AS AMENDED) I certify that I, the applicant, have been provided with a copy of "Florida's Construction Lien Law _ HOIeOWiDer'. Protection Guide" prepared by the' Florida Departlent of Agriculture and ConsUler Affairs. If the applicant is sOleone 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 cOllenceaent. E. CONTRACTOR' S/OWNER' S AFFIDAVI'l' 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, Joning, and land developlent. I Application is hereby lade to obtain a perlit to do worl and instailation as indicated. I certify that no worl or installation has cOllenced prior to issuance of a perlit and that all worl will be perfOrJed to leet standards of all lawa regulating construction, City codes, Joning regulations, and land developlent regulations in the jurisdiction. I also certify that I understand that the regulations of other governaental agencies lay apply to the intended wort, and that it is IY responSibility to identify what actions I lUSt tale to be in cOlpliance. Such agencies include but are not lilited to: · Departlent of BnviroDlental Regulation - Cypress Bayheads, Netland Areas and EnviroDlentally Sensitive Lands, Nater/Nastewater Treatlent · Southwest Florida Nater Hanageaent District - NeIls, Cypress Bayheads, Netland Areas, Altering Natercourses · ArlY Corps of Engineers - Seawalls, Docks, Navigable Naterways · Departlent of Health' Rehabilitative Services, !nviroDlental Health Unit - NeIls, Nastewater YreatleDt, Septic Yanks · US BnviroDlental Protection Agency - Asbestos abateaent 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 "colpensating volUle" will be sublitted 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, !very'perlit issued shall becOle iDvalid unless the work authorized by such perlit is cOllenced within six IOnths of issuance, or if work authorized by the perlit is suspended or abandoned for a period of six IOnths after the tile the worl is cOllenced, One 90 day eatension of tile, aay be allowed for the perlit with fee charge of $15.00. The extension sball be requested in writing to the Building Official. An approved inspection .ust be logged during each six IOnth period, or the project will he consi ed abandoned. NARMING TO OlfIER: YOUR FAILURE TO RECORD A 10TICE OF COHHEICEHEfIT MAY RESULT IN Y N FOR IHPROVIlIIDTS TO YOlIB PROPERTY. IF YOU IHrEID TO OBTAIN FIIANCING, CONSULT NITH YOUR LEIDER OR AI ATTORIIY BE ORDING YOUR NarICK OF COHHEICEHENT. JOBS UNDER $2,50 N VALUE DO NOT NEED TO RECORD AND POST A "NOTICE 0 fIT". , I ;4 SIGNATURI: OWNER OR AGENT who s personally produc as identificati take an oath. STATE OF FLORIDA COUNTY OF The foregoing instrument before me this STATI OF FLORIDA was aCknowledged , 19_ by e or who has did/did not who is personally known to me or who has produced as identification and who did/did not take an Oath. (Signature) (Signature) (Name Typed, Printed or Stamped) NOTARY PUBLIC (Name Typed, Printed or Stamped) NOTARY PUBLIC ~t':.~~, .OFFICIAL SEAL" I~~~" ...~~, r....v,! Void -. ..: ~Jo ~:\ i.s My C0n,;; !,..;,\)I! Expires 3/25/00 ~sW Commission ICC 542626 FLA. "77 LAW. F. 713,13 SEMINOLE FORM 408 NOTICE OF COMMENCEMENT ~:a;~t:fo~'orpASCO } IPR~PARE IN DUPLICATE' 1I1111111111!I!lg}~!~lllIlllllImlllllllll The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance. with section 713.13 of the Florida Statutes, the fOllowing information is stated in this NOTICE OF COMMENCEMENT, Description of property ,,~.l1.~.~.l?,.-.,~ ):-:: Qqpq .-:.P<;?,I, .~, Q.9.~ .'i,~...,..""."..".,.,.,..."".,.,.."",." , , . . , , . . , , . , , . . , . . . , , . . . , . , . . , , , . . . , , , . . , , , . , , . , . , . . , , . . , , , . . . . , . , , . . . . ,: . . . , , . . . , . . .. ~~t t 27~?~ 09/30/98 Rec: IT: 6.00 0.00 Dpty CIeri .............................................................................................................. ................... General description of improvements CA.R~.f~?~T)" V 1',\,(.. ,.ty., , W, J" ,GiA-SS.., .R.oo{Y'),I,().R.)Vz..., Owner., .m.<<_" ,C.Hh,~~!..5.:,. ,~,\4~.l.A,~.5..",.".".,.".""....,." ", JED PITTMAN, PASCO COUNTY CLER. Address ,3,~,4.l....~~.J+r\~....,D.~,.......l,-:H-H.,.L5.......... ~/:/~0~:~0a. Ip~f 1 49 Owner's interest in site of the improvell'lent . , . . , .O~ .NL ~, . . , , , , , , . . . . , . . . . , , , , . , , . . . , . . . . . . , . . . , , . . . . , . , , , . , . . , . , . . . , . , . . Fee Simple Title holder (if ether than ownerl Name "..",.... ~....,........"....,',.,...,...,..".,...,',..,...". ,........"...",."."..",....""....,."."",. Address ..."..., ~. . . . . . . , , , , . , . . . . , . , . . . , , , , , . , , , , . , , . , , . . , , . . , . . , . , . . . . , . . . . , , . . . . , . , . . . . , . . . . . . . . , . . . , , , , . , , . , , . . , , . . , , , . ," .~~ R~ont..cto'.. .?Hl,>41... .CO-9'7.J:ltV4..T: .IoN...................................................................... Address.....Q q..,. ~.~". .b.~,l. 8.$.1... J'" ,~,VI~.t)_O" .f!,.,,3;./1~l.~. 1. ~.~~..,',.,",.........,.,',... Surety (if anyl ',..,..,.:.,.,.",.....,.,..",....",.,.,.."."..,..,......,.........,..,...,.."."...."..".,.......,.,.,..... Address ..".....,..".,.....,.,',.....",.."..,...."".."".,....,...".....,...."."..,. Amount of bond $ . . , , ~ . . , , . Any person making a loan for the construction of the improvements: Name .,."".."...,'.,., ,...,.......,',.....,...,."."."...".,.,.,.,..,...,.,.."..."."...,..,...".,.."..,............" - Address .,......,.....,....,.,.......,...."...".,...",..,.."..."......,..""".......,.,.,..,.,.."....".,..",.......... Person within the State of Florida designated by owner upon whom notices or other documents may be served: Name,. ,5HoU.., .~q~S.T~~?..J)~,~..... ,..,.,..... ,. ,..,....,....",..,... ,."", ,'.. ",... "... " ...... ." ..,. Address .?o... ,~X,., ~~,l~S-.l......~. ~n,~,~q., .F<.:-,... .~.4,96~... .~. .1.3',$ ,l...,.....""".,."",.., In addition to himself, owner designates the following person to receive a copy of the lienor's Notice as provided in Section .713.13 (1) (h), Florida Statutes. (Fill in at Owner's option). Name ,.,.."",."., _" . , , , , , , . , , , , . . , . ._, .... . , . , . . , . . , . . , . , :. . , , , . . . , , . , , . . , . , , , . . . , , . , . , , . , , , , Address ,.,',.,.",."".""".",..,.",., THIS SPACE FOR RECOROER'S USE ONLY ',..".".".".,.,.. 'y;' '/}. '/" '/"~"""'" '~".., ~ I.~~.. .. /. .. .. '.. .. Owner '~"( Sworn to and subscribed before me this , , , , , , , D.C. ......,..2..!,..,day of .. ,$?PT~1'1 (.3;~, f( , , , , , . . . ' . , .... .~~~,~". '.~f~,il~~E~L.""" ~.: ~*= D.c.'-'ld A. Void ~~ ~ii My Commission Expires 3/25/00 .:.t.:::~~F Commission lee 542626 OJ 8' ,19......,..,. ~~!~I!lg98 11:43 4073554078 mOOL O^,..~ w U\1i~ lHJ\~ SHULL CONSTRUCTION OL\. \"t-f PAGE ell SHULL CONSTRUCTION OF ORLANDO, INC. IESlDBnTlAL CONt'aACTOK Invoice 0157 ".0. BOX U1d; OYB)O, ....ORIIIA ma..f.11 (4e7) ......78 ..... 1ft...... LEOM. ~_"lON ep Lot 44 & t1IIIf or Lot 45 .... ..... ~ Wl&lms OATE ~ 8118118 _"-T 8585 Low..- Lake Rd PrtOM my LocI, NY 148G0-8858 TI!RIItt 111 DIlP"rr. _J\III~tnM. QTY SIZE & DESCRIPTION AMOUNT Prtce Inctudu .. ......... 18bor, lmd the foIIoWlna: $2.5..238.15 RMnOV81 of .xhdIna IlkIn*1um 211 For.. lAkes RV .-tc RemoY81 of home tram Forest Lakes RV .-tt and III Em8raId PoInt. Rv Resort Pour new Concrete sIiIbI ' .drtv..",,_ ..-. BuId new r1IIsed dlm and 8Cf8eI1RJORI C... b..ukdowrd BuIld new shop arell and s.. bu..down) InlItaI new 3" struc:twaIlnsluailed roof OWl' den, sere shaD and carport .. rMJW eancnt. .... New vln,l i.Idn.o aVCJnd home 8Ild ~. Sold bf1dl ac:ross front of hOlM end 8ddItIon RlIlMd den Includn mate on Intertor an:! home 1 window. 1 extllrlor door W1d 1 POek_ door l " ' ,. -""'- 8crHn roam Is YInvI room r.- Shoo Includes 1 8Xt1ll1or door, 1 whIaw and 1 double door -- .+- . Price does not hcIucM _ .xl,.. .othltr than the home). .............. 1IxturM or ~. . 'A_' . - DepOSit required $12.738.15 First DIlIW $6.200.00 due UDOft 'n"lallon of new roof Final balance $6.25G.oo due UDOn ComDleUon _Tal -.....n." _L COtlSTAUCTIOH OF 0AlNI00, *0_ ---.... 1_ ~.. o8utttQt.aI ----.._~ 1" fIIf - -. _ _ II .. C.....,. ........ wIIIII. _ (I) Deposa -.............. l1liII........1t -. --.. II" ..... .......,_........ .... , c:-...n -- - ~ ........ .... ....,.. .... IIofoo:t .-. ...... ........ ......C\. EJaJ.nce ...... ........ ..... ... _ MOt.. 0... (- KOGER W. SHUU. ~a-~/,f ~~~~~ ~ttt r...../'-' 'Y/~.e. --""L-Io': __._/_ UCI!NllI!~ A"P cu.un..... ~,,..,., PA"_. NOT ......lIW1MN Tal ~ MYS FROM 9-11-<18 0ClMPl.eTI0M StCIlU. ~ INTI!RI!RT AT THI!'l ""TE or - --....lWTL PM). 7/" IIy ceMl1pMy ..... - ALL WORK SHALL COMPLY WITH ALL PREVAILING CODES. STANDARD BUILDING, PLUMBING, MECHANICAL. NeE.C. AND CITY OF ZEPHYRHD..LS ORDINANCES. APPROVED PRINT REQUIRED ON JOB SITE BUILDING DEPT. APPRO - - > City of Zephyrhills Building Department 5335 Eighth Street Zephyrhills, Florida 33540 (813) 788-6611 Fax (813) 788-5262 W.A, "Bill Burgess Director of Building Licensing & Zoning Electrical Notes 10/07/98 210-52. Dwelling Unit Receptacle Outlets. (a) General Provisions. In every kitchen, family room, dining room, living room, parlor, library, den, sun room, bedroom, recreation room, or similar room or area of dwelling units, receptacle outlets shall be installed so that no point along the floor line in any wall space is more than 6 ft (1.83 m), measured horizontally, from an outlet in that space, including any wall space 2 ft (610 mm) or more in width and the wall space occupied by fixed panels in exterior walls, but excluding sliding panels in exterior walls, The wall space afforded by fixed room dividers, such as freestanding bar- type counters or railings, shall be included in the 6-ft (1.83-m) measurement. As used in this section, a "wall space" shall be considered a wall unbroken along the floor line by doorways, fireplaces, and similar openings. Each wall space 2 ft or more (610 mm or more) wide shall be treated individually and separately from other wall spaces within the room. A wall space shall be permitted to include two or more walls ofa room (around comers) where unbroken at the floor line. Receptacle outlets shall, insofar as practicable, be spaced equal distances apart. Receptacle outlets in floors shall not be counted as part of the required number of receptacle outlets unless located within 18 in, (457 mm) of the wall. The receptacle outlets required by this section shall be in addition to any receptacle that is part of any lighting fixture or appliance, located within cabinets or cupboards, or located over 5 1/2 ft (1.68 m) above the floor. Exception: Permanently installed electric baseboard heaters equipped with factory-installed receptacle outlets or outlets provided as a separate assembly by the manufacturer shall be permitted as the required outlet or outlets for the wall space utilized by such permanently installed heaters. Such receptacle outlets shall not be connected to the heater circuits, (FPN): Listed baseboard heaters include instructions that may not permit their installation below receptacle outlets. 210-70, Lighting Outlets Required. Lighting outlets shall be installed where specified in Sections 21O-70(a), (b), and (c) below, (a) Dwelling Unit(s). At least one wall switch-controlled lighting outlet shall be installed in every habitable room; in bathrooms, hallways, stairways, attached garages, and detached garages with electric power; and at the exterior side of outdoor entrances or exits, A vehicle door in a garage shall not be considered as an outdoor entrance or exit. City of Zephyrhills Building Department 5335 Eighth Street Zephyrhills, Florida 33540 (813) 788-6611 Fax (813) 788-5262 W.A. "Bill Burgess Director of Building licensing & Zoning Electrical Notes 10/07/98 At least one lighting outlet controlled by a light switch located at the point of entry to the attic, underfloor space, utility room, and basement shall be installed where these spaces are used for storage or contain equipment requiring servicing. The lighting outlet shall be provided at or near the equipment requiring servicing. 210-8. Ground-Fault Circuit-Interrupter Protection for Personnel. (FPN): See Section 215-9 for ground-fault circuit-interrupter protection for personnel on feeders, (a) Dwelling Units. All l25-volt, single-phase, 15- and 20-ampere receptacles installed in the locations specified below shall have ground-fault circuit-interrupter protection for personnel. (2) Garages and grade-level portions of unfinished accessory buildings used for storage or work areas. Exception No.1: Receptacles that are not readily accessible. 2 ;{" I 4/ I 1 I I I if.. l' 1 '3~~ t31 - t ---[~J.~~---'I -j'~ !~; ; :/ Jj' I' /, --1 I I Ai~~.'}.! i ~ I Q ".....;.: 1 i __r.", , , I __I I CLf \1 CL. I , '\~ .I ~ ~ \~ ~\ I CL. ~ ------) il I C.~"K-- I' ""- t;:1 , D 00 R. , , " '_--I r, :- .... '- ~ :.-,0;- v \ \ " i- I <]1 "), .,,~ --k -...' 1\ I f 1" , i I 4/ I I , I 1 I ,/ I ! ,I-{ /A C r I 13' - 4- 11 VI! ~ ~" ~ E' ~ I rJ~' h.0 OVER.ALL \..{, 54/ ~ ~c I&~~ , K: J 1, '-- ~ 'J: ~.~ ~~ ~Vj VA/'JT'r - r '.\'.~ =- l-:l t I (1' ....... '- . I] u RA. j S~D D f:.l',j ~ R ~ ~ i i ! b . , "l..J ~ - '1 ,-.' '-;;;: -..-: .---;. I J ;2./ , PAZ: S f+c p \ 7 I i I !I I U; j I I L I k /2' >1-=' i< 14-1 >1< 3 :; 1 _ ;2./1 1- i 'I, .5Gt' '- d 'I II I "I , I II , i ,I , I ! I k..A !S"E 0 SeRE: c:::::J · --l= c..;t i~ 1':;0 P--~ 23' 17/ , '()Vft::AL~, . QJ ',,;? " ....N-- 1 ' , ' , i I , "- ",,- , , I, ! ' ...., .~ ' , i'. ~ ~. -- ,j ,,)<;:l' : "nil y,- i'i ; r--. / / . VI ;i I ---.J-' --+.~. r i ::. - '\ :; J * "~ I ,j I -' (). ,t t ~ .;;..-;. h----r ,- 'J :,~I RM. I ~1c F ;1 , i \ ?'IE-/;., '. , ,- ...) , i~ 22/ ~ ~ ,..,.;; ~.!...._ , J' \",;)-. \",..I~i\ EJvI= F,ALO Po :\{~=. R..v. t<ES oR "7"" I - 4 11, I! ;.. /1 I -01 --T: "r (2.1-0-;.#-!-.5 ~ ~ J '-.j .~ -it (\~ .~ '''J V)-j _ Mr & Mrs Charles Williams ~~ ~ ::J. .1 8565 Lower Lake Rd f~ \J Lodl, NY 14860-9658 .... L ~ ........~) ~ ~~& " ~ ") /\} '/" t _ . f-L;. I - ! i I ~ ..... ~ - p A D ~ /,~// .:":"JV.=.. _ )rf >1 .I ' -r ~ \I .4 .oF' o^' X ('" '"A J c. I"~ '1 , I ii, : ,'-" .,:)"- '-C /+ :: I ~ /1 r- I .II / I A /__ - l. . t::.. . vV '- L I, I ~ ''---"'' ........., Wind Reaion 102 M.P.H. 110 M.P.H. 120 M.P.H. 125 M.P.H. 140 M.P.H. SOLID ROOF PANEL PRODUCTS [) 1 48' SECTION 7 J ........ . ........ . ........ . ........ . . . . . . . . . . ....... . I 1 FOAM - 10# DENSITY EP.S. ALlAftJM 3105 H-14 OR H-25 ALLOY PATENT # 4,769,963 AND 5,086,599 SNAP - N - LOCK PANEL@ Wind Reaion 102 M.P.H. 110 M.P.H. 120 M.P.H. 125 M.P.H. 140 M.P.H. 3" x 48" x 0.024" Panels O[ en Buildings Wind Applied OverhanQ Condition Wind Reaion Load NONE 1'-0" 2'-0" 3'-0" Reaion 102 M,P.H. 17 16'-4" 16'-6" 16'-10" 17'-5" 102 M.P.H. 110 M.P.H. 20 15'-1 " 15'-2" 15'-7" 16'-3" 110 M.P.H. 120 M.P.H. 23 14'-1 " 14'-2" 14'-7" 15'-3" 120 M.P.H. 125 M,P.H. 26 13'-3" 13'-4" 13'-10" 14'-6" 125 M.P.H. 140 M.P.H. 32 11'-11" 12'-1 " 12'-7" 13'-4" 140 M.P.H, Table 7.6.1: Allowable Spans for Composite Roof Panels for Various Loads Structall Building Systems Inc. Snap & Lock @ Composite Roof Panels Manufacturers Proprietary Products: 3" x 48" x 0.019" Panels OJlen Buildings Applied OverhanQ Condition Load NONE 1'-0" 2'-0" 3'.0" 17 14'-7" 14'-8" 15'-1" 15'-9" 20 13'-5" 13'.7" 14'-0" 14'-8" 23 12'-6" 12'-8" 13'-2" 13'-11" 26 11'-9" 11'-11" 12'-5" 13'-3" 32 10'-7" 10'-10" 11'-4" 12'-2" Wind Re~lion 102 M.P.H. 110 M.P.H. 120 M.P.H. 125 M.P.H. 140 M.P.H. 3" x 48" x 0.030" Panels Open Buildings Applied Overhang Condition Load NONE 1'-0" 2'-0" 3'-0" 17 18'-10" 18'.11" 19'-3" 19'.9" 20 17'-4" 17'-6" 17'-10" 18'-4" 23 16'-2" 16'-4" 16'-8" 17'-3" 26 15'-3" 15'-4" 15'-9" 16'-4" 32 13'-9" 13'-10" 14'-3" 14'-11" Wind Region 102 M.P.H. 110 M.P.H. 120 M.P.H. 125 M.P.H. 140 M.P.H. Enclosed BuildinCls Applied OverhanQ Condition Load NONE 1'-0" 2'-0" 3'-0" 29 11 '-2" 11 '-4" 11 '-1 0" 12'-8" 35 10'-2" 1 0'-4" 1 0'-11" 11 '-9" 41 9'-4" 9'-7" 10'-2" 11 '-2" 45 8'-11" 9'-2" 9'-10" 1 0'-9" 56 8'-0" 8'-3" 8'-11" 1 0'-0" Enclosed BuildinCls Applied OverhanQ Condition Load NONE 1'-0" 2'-0" 29 12'-6" 12'-8" 13'-2" 35 11'-5" 11'-7" 12'-1" 41 10'-6" 1 0'-9" 11 '-3" 45 10'-1" 1 0'-3" 1 0'-1 0" 56 9'-0" 9'-3" 9'-10" 3'-0" 13'-10" 12'-10" 12'-1 " 11 '-8" 1 0'-1 0" Enclosed Buildings Applied Overhang Condition Load NONE 1'-0" 2'-0" 3'-0" 29 14'-5" 14'-7" 14'-11" 15'-7" 35 13'-1" 13'-3" 13'-9" 14'-5" 41 12'-1" 12'-3" 12'-9" 13'-6" 45 11'-7" 11 '-9" 12'-3" 13'-0" 56 10'-4" 10'-7" 11'-1" 11'-11" Note: Total roof panel width = room width plus wall width plus overhang. ~ ElTRUCTALI: I .UILDIND .V.T_M. I 3l5O BURBAN<, OLOSMAR, FL 34877-4906 LOClAL. (813) ... 2.27 NATlONWIDIi .....00-888-3708 FAX (813) ea+-2802 @ COPYRIGHT 1998 NOT TO . ~ lCEl ... WHOL& OR ... PART WfTHOUT THI WRITTEN PEN_lION OF LAWRENCE E BENoETT, P.E --- Lawrence E. Bennett, P.E. avL ENGIEER - DEllS..OAENT CONSU.TANT P,O. BOX 4388, SOUTH DAYTONA, FL 32121 TE..EPHClN: (llO4) 787-4n4 FAX (llO4) 787-8558 SEAL PAGE 133 SECTION 2 SEAL. PAQE 60 A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS Table 2.1.2: Allowable Roof Beam Spans for Carports, Patio Covers, Screen Rooms, and other Open Buildings with Solid Roofs Aluminum Alloy 6063 T-6 Wind Zone = 102 MPH 110 MPH 120 MPH 125 MPH 140 MPH Applied Load = 17., Sq, R. 20., Sq. R. 23., Sq. R. 26., Sq. R. 32., Sq, R. Load Width 2" x 6" x 0,050" x 0.120" Self Mating Beam 8' 16'-11 " lS'-7" 14'-7" 13'-8" 12'-4" g' lS'-ll " 14'-9" 13'-9" 12'-11 " 11 '-8" 10' lS'-2" 13'-11 " 13'-0" 12'-3" 11'-0" 11 ' 14'-S" 13'-4" 12'-S" 11 '-8" 10'-6" 12' 13'-10" 12'-9" 11'-11 " 11'-2" 1 0'-1" 13' 13'-3" 12'-3" 11 '_So 10'-9" 9'-8" 14' 12'-10" 11 '.1 0" 11 '-0" 10'-4" 9'-4" 16' 11'-11" 11 '-0" 10'-4 " 9'-8" 8'-9" Load Width 2" x 7" x 0,055" x 0.120" Self Matlna Beam 8' 19'-4 " 17'-10" 16'-8" lS'-8" 14 '-1" 9' 18'-3" 16'-10" lS'-8" 14'-9" 13'-4" 10' 17'-4 " 1S'-11 " 14'-11" 14'-0" 12'-7" 11' 16'-6" lS'-3" 14'-2" 13'-4" 12'-0" 12' lS'-10" 14'-7" 13'-7" 12'-9" 11'-6" 13' lS'.2" 14'-0" 13'-1 " 12'-3" 11'-1 " 14' 14'-8" 13'-6" 12'-7" 11 '-1 0" 10'-8" 16' 13'-8" 12'.7" 11 '-9" 11 '-1" 9'-11" Load Width 2" x 8" x 0.072" x 0,224" Self Mating Beam 8' 24'-10" 22'-11 " 21'-4" 20'-1" 18'-1 " g' 23'-S" 21'-7" 20'-2" 18'-11 " 17'-1 " 10' 22'-3" 20'-6" 19'-1" 17'-11" 16'-2" 11' 21'-2" 19'-6" 18'-3" 17'-2" lS'-S" 12' 20'-4 " 18'-8" 17'-S" 16'-S" 14'.9" 13' 19'-6" 17'-11 " 16'-9" lS'-9" 14'-3" 14' 18'-9" 17'-4" 16'-2" lS'-2" 13'-8" 16' 17'-7" 16'-2" lS'-l" 14'-3" 12'-10" Load Width 2" x g" x 0,072" x 0,224" Self Mating Beam 8' 27'-2" 2S'-1" 23'-4" 21'-11 " 19'-10" g' 2S'-8" 23'-8" 22'-0" 20'-9" 18'-8" 10' 24'-4" 22'-S" 20'-11 " 19'-8" 1 7'-9" 11 ' 23'.2" 21'-4" 19'-11 " 18'-9" 16'-11 " 12' 22'-2" 20'-6" 19'-1" 17'-11" 16'-2" 13' 21 '-4" 19'-8" 18'-4 " 17'-3" lS'-7" 14' 20'-7" 18'-11 " 17'-8" 16'-7" 14'-11" 16' 19'-3" 17'-9" 16'-6" lS'-7" 14'-0" Load Width 2" x 9" x 0.082" x 0.306" Self Mating Beam 8' 29'-8" 27'-4" 2S'.6" 23'-11" 21'-7" g' 27'-11 " 2S'-9" 24'-1" 22'-7" 20'-S" 10' 26'-6" 24'-6" 22'-10" 21'-S" 19'-4" 11' 2S'-4" 23'-4" 21'-9" 20'-S" 18'.S" 12' 24'-3" 22'-4" 20'.10" 19'-7" 17'-8" 13' 23'-3" 21'.S" 20'-0" 18'-10" 16'-11" 14' 22'-S" 20'-8" 19'-3" 18'-2" 16'-4" 16' 20'-11 " 19'-4" 18'.0" 16'-11 " lS'.3" '-- Notes: Abole spans do not include length of knee brace Add horizontal length of knee brace to abole spans for total beam spans, Lawrence E. Bennett, P.E. alii. ENt>>EER - DEVS..OPIENT CONSU.TANT P.o. BOX 43e8, BOUTll DAYTONA, R. a2121 TB..EPHOtE (1104) 7~-4n4 FAX (1104) 7~-lI568 @ COPYRIGHT 1e98 NOT TO BE REPRODUCED ... WHOLE OR ... PART WITHOUT TIE WRT'1CN PEfM8SION OF LAWRENCE E IIENETT, P.E 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-6 Wind Zone = 102 MPH I 110MPH I 120 MPH -T 125 MPH I 140 MPH Applied Load = 17# , Sq. Ft I 20# , Sq. Fl I 23# , Sq, Fl I 26# , Sq, Fl I 32#' Sq, Fl Load Width 2" x 3" x 0.050" Hollow lllt 5' 9'-9" '9'.()" 8'-5" 7'-11 " 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'-9" 7'.1" 6'-8" 6'-3" 5'-8" g' 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" 5'-10" 5'-5" , 5'-1" 4'-7" Load Width 2" x 3" x 0.050 Hollow 5' 11 '-1" 10'-3" 9'.7" 8'-11" 8'-1" 6' 10'.2" 9'-4" 8'-9" 8'-2" 7'-5" 7' 9'.S" 8'-8" 8'-1" 7'-7" 6'-10" 8' 8'-9" 8'-1" 7' -7" 7'-1" 6'-S" g' 8'-3" 7'-8" 7'-1" 6'-8" 6 '.() " 10' 7'-10" 7'-3" 6'.9" 6'-4" S'-9" 11 ' 7'-6" 6'-11" 6'-5" 6'-1" S'-6" 12' 7'-2" 6'-7" 6'-2" 5'-10" S'-3" Load Width 2" x 4" x 0.050 Hollow Tilt 5' 12'.3" 11'-3" 10'-6" 9'-11" 8'-11" 6' 11'.2" 1 0'-4" 9'-7" 9'.()" 8'-2" 7' 10'-4" 9'.7" 8'.11" 8'-4" 7'-7" 8' 9'-8" 8',11 " 8'-4" 7'.10" 7'-1" g' 9'-2" 8'-S" 7'-10" 7'-S" 6'-8" 10' 8'-8" 7'-11" 7'-S" 7'.()" 6'-4" 11' 8'-3" 7'-7" 7'-1" 6'-8" 6'.()" 12' 7'.11" 7'-3" 6'-10" 6'-5" S'.9" Load Width 2" x 4" x 0,050" Hollow 5' 13'-9" 12'-8" 11'-10" 11'-1" 10'.()" 6' 12'-7" 11'-7" 10'.9" 10'-2" 9'-2" 7' 11',7" 10'-8" 9'.11" 9'-S" 8'-6" 8' 10'-10" 10'.()" 9'-4" 8'-9" 7'-11" g'. 10'-3" 9'-S" 8'-10" 8'-3" 7'-6" 10' 9'-9" 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 0,038" x 0.100" Self Mating Beam 5' 14'-6" 13'-4" 12'-6" 11'.9" 10'-7" 6' 13'-3" 12'-2" 11'-4" 10'-8" 9'-8" 7' 12'-3" 11'-3" 10'-6" 9'-11" 8'.11" 8' 1'-5' 10'-7" 9'-10" 9'-3" 8'-4" 9' 10'--,-0' 9'.11" 9'-3" 8'.9" 7'-10" 10' 10'-3" 9'-S" 8'-10" 8'-3" 7'-6" 11' 9'-9" 9'.()" 8'-5" 7'-11" 7'-1" 12' 9'-4" 8'-7" 8'-1" 7'-7" 6'-10" Example: For 2" x 4" x 0,038" x 0 100" Self-Maling Beam; Beam span between uprights use load width to enter table For 12' Roof Panel'" 2' Overhang; Load Wdth = LW = 12' , 2 ... 2' O,H, = 8' ; Enter table on left at 8' read allowable span under required load; Thusfor 100 M PH wind loadllive load or 17 #'Sq. Ft and Load Wdth = 8'.()" MaXimum Beam Span for 2" x 4" x 0.038" x 0100" = ~ 11'..s" I Spansdo not Include length of mee brace Add honzontalleng or lo1ee brace to above spansfortota) beam spans. ,.- Lawrence E. Bennett, P.E. avL EM>>EER - DEVELOPMENT CONSU.TANr P.O, BOX 4388, 80UTli DAYTONA, FL 32121 TB..EPHOtE (llO4) 767-4n4 FAX (llO4) 787-6SS8 SEAL @ COPYRIGHT 1998 NOT TO BE REPROOUCED N WHOLE OR N PART WI1l-tOUT TIE WRITTEN PERMSSION OF LAWRENCE E. BENETT, P.E. PAGE 59 STRUCTURES WITH WOOD & ALUMINUM FRAMING COMPONENTS SECTION 4 .a x 1" WOOD SCREWS WITH 5/a" WASH:RS (3) PER PAfIEL 'r x 04" TOP PLATE PRE~ TREATED PH: ALl.JMINlIt,A COVER (SEE CONtECTION TO HOST STRUCTlRE) PLATES TOP AN> BOTTOM KmlCAtE ANCHORS NUMBER OF NALS PER MAtu=ACTlRES SPECS 'r x 04" STlIlS ;",' ~ '~;1~ i ~"ft St-EA~ V'r PI. YWOOD OR STRUC~ GRADE 1lERMAL PI. Y wi SDNG ;,H~ ~;. :,'.~ V4" x 3" BOLTS OR T-BOLTS lITO CONCRETE SlAB AT 204" ON CENTER WITH Va" x 1-V'r WASH:RS ~ PRE~ TREATED 2 x 04 PLATE >k-- :' ,!:~; ',~"" \.~.", I ',' ',-; r--- N ~ · ~ / S"x8"-1Ox1OWELDEDWREMESH ;:. ~ --------, / '--- c/) .L ~ - - ~ #5 BAR CONTNJOUS FOOTHG OPTIONAL AS RE~ UTILITY SHED TYPICAL WALL SECTION t,;.;} (2) NTERNAL L'a OR RECElVNG CHANNEL (2) V4" DWETER BOt.. TS EACH ANGLE (4) #10 x 1-V'r stEET METAL SCREWS EACH ANGLE 1-V'r x 3-V'r SPACER BLOCKS " ALUMINUM BEAM FRAMING INTO CORNER OF WOOD FRAMED UTILITY SHED PLAN VIEW DETAIL Lawrence E. Bennett, P.E. ava. ENGIEER - DEVELOPJENT OONSI.LTANT P.O. BOX 4388, 80UTli DAYTONA, f\. 32121 TB..EPHOIE (904) 787-4774 FAX (804) 787-8558 SEAL @ COPYRIGHT 1888 NOT TO IE REPROIJUCa) IN WHOlE OR IN PART WI1liOUT THE WRTTEN ~l8lllOH OF LAWRENCE E IIENETT, P.E PAGE 87 ~'~. ;~~7 ,SECTION 2 A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS ~ ~ ~ I- !l2 x w SEE CON-.ECTION DET ALS /~- SEE CONN:CTION DET ALS ------ ----- ~I ~ ~ ~ !l2 ~ 12" x PAN (SEE TABLE) USE W TO SELECT PAN FOR RE~ SPAN W, VARIES FOR FRONT BEAM USE L . W I 2+0VERHANG ------ ----- '-..... PAN OR COMPOSITE ROOF PAtEL SEE SECTION 7 TOP PLATE P.T. OR WITH VAPOR BARRER AT AllMN..JM ROOF 2" x 4" Ll.I.1BER TOP PlATE . ROOF 2" x 2" ALLt.tNJM OR 2" x 4" Ll.I.1BER .2 SPF. (~) SI-EA n-tt.IG: 7116" 0.8.8. OR 112" PI.. YWOOO WITH STlDS 24" ON CENTER OR STRUC11.J:W. GRADE TI-ERMAl PI.. Y WITH STlDS AT 16" ON CENTER 2" x 4" PRESSlR: TREATED PlATE WITH 3/8" x 4-112" CONCRETE ANCHORS AT 4'-0" ON CENTER SEE SLAB DET ALS ATTACH SHED OR ROOM WALL TO HOST STRUCTURE WI 1/4" x 3 1/4" TAPCONS @ 16" O,C. FOR MASONR; #16d COMMON @ 16" O,C, OR #10 x 3 'I." FOR WOOD, AND #10 x 2 y." SMS FOR 1" x 2" ALUMINUMI #10 x 3 'I. SMS FOR 2" x 2" ALUMINUM. "-- AlUMNUM POST AN> BEAM StEA n-tt.IG: 7116" O.SB, OR 112" PI.. YWOOO WITH STlDS 24" ON CENTER OR STRUC11.J:W. GRADE TI-ERMAl PI.. Y WITH STlDS AT 16" ON CENTER 2" x 4" PRESSlR: TREATED PlATE WITH 3/8" x 4-112" CONCRETE ANCHORS AT 4'-0" ON CENTER SEE SLAB DET ALS UTILITY SHED AND CARPORT WALL SECTION t ANCHOR PANS TO HEADER CHANIEL WITH (3) #10 x 112" SMS. WI WAStER. 2. ANCHOR PANS TO ROOF BEAMS WITH (3) #10 x 112" SMS. WI WAStER. 3. ANCHOR COLUMN TO CONCRETE flOOR WITH 2-114" x 3" CONCRETE ANCHORS. 4. ANCHOR COL.l.Jt.f\4 TO BASE PlATE WITH 1-114" S.s. BOLT. 5. ANCHOR ~ AS FOLLOWS: A. PI.. YWOOD #8d COMMON (j!l 6" O.C. EDGES AN> 12" O.C. FELD. a STRUC11.J:W. GRADE TI-ERMAl PI.. Y PER MANl.F ACTURER'S REeot.HEN)A TIONS OR #6 x 1 114" DECK SCREWS (j!l 6" O.C. EDGES AN> 12" O.C. FELD AS A Mt&U.t Lawrence E. Bennett, P.E. avL ENt3NEER - DEV8..OAENT CONSU..TANr P.O, BOX 4388, SOUTH DAYTONA, R. 32121 lE1..EPHONE (1104) 787-4n4 FAX (1104) 787-11558 SEAL PAGE ',---- 50 @ COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOLE OR N PART WfTHOUT TIE WRIT1EN PERtISSION c.= LAWREHCE E BENETT, Pl:. SECTION 2 A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS '-- . INTERNAL OR EXTERNAL RECEIVING CHANNEL ,'1' t r x r x 0.063" ANGLES INTERNAL OR EXTERNAL ANGLE CLIPS '"---, . . <l EXTRlJ)EI) ALlJMNJM BASE OR BREAK FORMED L}.Q.P CORROSION RESISTIVE STEEL nRJ BOLT PER SCt-EDt.LE ALut.6'U04 T\JBE ~ ~ CONaETE ANCHORS PER SCI-EDl1.E CONCRETE SLAB OR FOOTN3 TUBE COLUMN BASE SCHEMA TIC INTERNAL BASE NOTE: ATTACHtoAENT DETALS SHOWN RE~ DIAGONAL BRACN3 FOR FREE-STANlN3 COVERS Lawrence E. Bennett, P.E. Q\IL B<<>>EER - OEVB.OPIENT OON8U..TANr P.o. BOX ... 8ClU'I1i DA YTC>>IA, R. 32121 lB.EPHOIE (lI04) 7ff1-4n4 FAX (lI04) 787-_ ',-- SEAL PAGE 54 @ COPYRIGHT 1Q98 NOT TO BE REPRODUCED ... WHOLE OR ... PART WITHOUT 1liE WRT1EN PERIoISSlOH OF LAWRENCE E. BBNrrT, P.E. SCREEN, VINYL & GLASS ROOMS SECTION 3 Table 3.2.1: Allowable Upright Heights Screen, Vinyl and Glass Rooms Aluminum Alloy 6063 T-6 2" x 2" x 0,032" Hollow extrusion Wind Zone Load 102 M.P.H. I 110 M,P.H. I 120 M,P.H. l' 125 M,P.H, T 140 M.P.H. Width Applied Load 19 IISq, R. 23 , ISq. R. 26' ISq. R. 29 # ISq. R. 36 # ISq, R. 36" 9'-10" 8'-11" 8'-5" 7'-11" 7'-2" 42" 9'-1" 8'-3" 7'-9" 7'-5" 6'-8" 48" 8'-6" 7'-9" 7'-3" 6'.11" 6'-2" 54" 8'-0" 7'-4" 6'-10" 6'-6" 5'-10" 60" 7'-7" 6'-11" 6'-6" 6'-2" 5'-7" 66" 7',3" 6'-7" 6'-3" 5'-11" 5'-3" 72" 6'-11" 6'-4" 5'-11" 5'-8" 5',1" 78" 6'-8" 6'-1" 5'-9" , 5'-5" 4'-10" 84" 6'-5" 5',10" 5'-6" 5'-3" 4'-8" 90" 6'-3" 5'.8" 5'-4" 5'-0" 4'-6" 2" x 2" x 0.036" Hollow extrusion Wind Zone Load 102 M,P,H. 110 M.P.H. I 120 M.P .H. 125 M.P.H, l' 140 M,P,H. Width Applied Load 19 # 150. R. 23 # 150, R. 26 # 150. R. 29 # 150, R. 36 # 150. R. 36" 10'-3" 9'-4" 8'-9" 8'-3" 7'-5" 42" 9'-6" 8'-7" 8'-1" 7'-8" 6'-11" . 48" 8'-10" 8'-1" 7'- 7" 7'-2" 6'-5" 54" 8'-4" 7'-7" 7'.2" 6'-9" 6'-1" 60" 7'.11" 7'-3" 6'-9" 6'-5" 5'-9" 66" 7'-7" 6'-11" 6'-6" 6'-1" 5'-6" 72" 7'-3" 6'-7" 6'-2" 5'-10" 5'-3" 78" 6'-11" 6'-4" 5'-11" 5'.8" 5'-1" 84" 6'-8" 6'-1" 5'-9" 5',5" 4',11" 90" 6'.6" 5'-11" 5'.6" 5'-3" 4'-9" 2" x 2" x 0.044" Hollow extrusion Wind Zone Load 102 M.P.H. I 110 M.P,H. 120 M,P.H, l' 125 M,P,H, I 130 M.P,H. Width Applied Load 19' ISa. R. 23 , ISa, R. 26 , ISO: R. 29"50. R. 36 , 150. R. 36" 11'.2" 10'-2" 9'-7" 9'-1" 8'-2" 42" 10'-4" 9'-5" 8'-10" 8'-5" 7'-6" 48" 9'-8" 8'-10" 8'-3" 7'-10" 7'-1" 54" 9'-2" 8'-4" 7'.10" 7'-5" 6'-8" 60" 8'-8" 7'-10" 7'.5" 7'.0" 6'-4" 66" 8'-3" 7'-6" 7'-1" 6'.8" 6'-0" 72" 7'-11" 7'-2" 6'.9" 6'-5" 5'.9" 78" 7'-7" 6'.11" 6'-6" 6'-2" 5'-6" 84" 7'-4" 6'-8" 6'-3" 5'-11" 5'-4" 90" 7'-1" 6'.5" 6'-1" 5'-9" 5'-2" Notes: Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 110 M.P.H, wind load requirements to the abolle upright sizes increases the strength so that additional framing is not required. Screen Splines on 3" side, exlrusion turned with 3" side parallel to sole plate, Example: Screen panel width "w' = 60"; Maximum "H" for a 2" x 2" x 0,036" Hollow Extrusion = I 7'.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. avL ENOI'EER - OEVELOAENT COHSU. T ANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TB..EPHOIE (904) 767-4774 FAX (904) 767-6556 SEAL @ COPYRIGHT 1998 PAGE NOT TO BE REPRODUCED N WHOLE OR N PART WITHOUT TIE WRITTEN PEAMSSION OF LAWRENCE E. BENETT, PE. 79 . SECTION 2 PAGE 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 .---"---- '_.n -.----- ---.-.-------------------~-..---________u___.__ Aluminum Post .'~--- Wir1c:fL.oaci';;---'-----r-t 1-62MfitfI110MPH~I-120 MPH I 125 MPH 140 MPH =- ___~!iEl~~oa~_=_ _, ~-.;n, #/sct'~i~#/Sq.ft. 1=23 JH~q~ F(I-26 #/Sq, Ft. 3.2 #/si Ft. , Ma!i!"uml__~!I()wabl~~oof_A!e'! in S9!!~~iElet for V~rious Loads o_n Post Hei9!!! . Load in Lbs --L 2" x 2" x 0.044" Hollow Extrusion or - !'~-~~.=_~j,6!>1~~~__C~~-~f21 i 103 ~_~_=~-ii.- __ ~'. r~ _ _,_. 1,~8 ._~1,. _n_ ~__?L. __ ~, 67 9'.10"1,204 71 , .60 52 11'.1" 903 53 45 39 .., HEli91l_t. L()~din Lbs 2" x 3" x 0.050" Hollow Extrusion or 8'.2" 2,736 161 137 119 105 86 9'_6" 2,502 147 125 109 96 78 10'-11" 1,596 94 80 69 61 50 12'_3" 1,197 70 60 52 46 37 Height Load in Lbs 3" x 2" x 0.070" Hollow Extrusion - Aluminum Allo"'y 6063 T-6 8'.2" 3,408 200 ,- -170 .. 148 '131 107 9'-6" _ ..;. 2,556 150 128 111 98 80 10'-11" i .1,988 I 117 , 99f 86 76 62 ~_-'-m---.'.--r ----,... .. ..+.-~ ...~-T-..---.-.----+n-'...u ~__1?'-3"_. -+- _J,!~1 nu~_---~~.n----'---_-}.5---L _..,65 57 47 Height. L I..oad in~.bs -1.3" x 3" .x_O~~O'.,~()!If()_r:Il1e~_:!'.I.~mil1_l.Im~~!I()y 3105 H-14 r--r~;~~::- -+n1}~~--- i- -t6~u.--~-.--~~9-.l-- 1f{ I ~~ '---13<4"-.-- r---{3S-9-- -In-ani "--r- -69'----i--- --'so . 53 ' .--r5'-0~..-r-T642.--1-...-61--~r---5'2. T 45 : 40 ' .'..'_n' . .-"'-T-". ---,- ,. ..,..-- __..,... ....L_..,_ un, ...___."_ , ..Jie~9h..t, i ~_()ad inl.ll~ ..j3"X 3n~,O"-0~0'~RolI Formed -Aluminum Alloy 3105 H-14 ~_,11'-onn_,;-3,~()() ___ 21?n,_t_ ,1ao 1. 157 , 138 , 113 12'-10" 2,700, 159 . 135 I 117 104 84 '----'14'-8"" T)~f66 ". T' -124 -1" ..105 - 91 81 66 i- -16'-6'" 1,575 93 79 68 61 49 Height Load in Lbs 3" x 3" x 0.060" Fluted Hollow Extrusion - Aluminum 6063 T-6 11'-10" 3,408 200 170 148 131 107 13'-10" 2,556 150 128 111 98 80 15'-10"_ ____.! ,9~li , 117 99 86 76 62 .+ - 17'-10" L.. 1,~9! ,1... 88 75 65 57 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. 79 60 46 35 65 48 38 28 74 56 43 33 '--- Lawrence E. Bennett, P.E. QI/I. ENtJIiEER - 0EVB.0PIBlIT ca>o1SU. TANr ,P.O. BOX ... SOUTH DAYTONA, R. 32121 TELB'HONE (804) 787-4774 FAX (804) 787-8558 ~ SEAL 62 @ COPYRIGHT 1998 NOT TO BE REPROOUCED N WHOlE OR N PART WITHOUT nE WJUTEN PERMSSlON OF LAWRENCE E. BENETT, P.E. . SECTION 3 EDGE BEAM 1" x 'Z' OPEN BACK A TT ACtED TO FRONT POST WITH .-10 x 'Z' SM8. MAX. e" FROM EACH PlR.J\I AN> 2<4" O.C. FRONT WALl. P\R..JIf ca.POSlTE ROOF PANELS: (<4) m x (t + V2") WITH WITH ~V<4" FENlER WAStERS PER <4'-0" PAt6. ACROSS T1-E FRONT AN> 2<4" O.C. ALONG SDES (WALK-ON) 'Z' x 'Z' OR 'Z' x 3" ~OW SEE SPAN TABLE /-EADER CHAA RAL AN> KICK PLATE 'Z' x 'Z' HOU..OW RAL POST A TTAat:D TO BOTTOM WITH t.tN. (2) n> x ~ V'Z' 5MB. N ~ BOSSES EXlSTHG SLAB MAYBE USED F N GOOD CQN)ffi()N AN> APPROVED BY nE BUI...DHG OFFICIAL (1) t-L n V'Z' x 3- V'Z' KBI- SOl. TS APPROVED FOR e6M lPLFT WITH ' STD. PLATED CUT STEEL WAStER (1) 3/8" BOt.. T FOR 3" POST (2) 3/8" SOl. TS FOR 3" x <4" POST SCREEN, VINYL & GLASS ROOMS o o '. . 4 -------- TYPICAL CORNER DETAIL "-..--- SDE WALl. !-EADER A TT ACtED TO 1" x 'Z' OPEN BACK WITH MN. (2).-10 x ~ V2" SMS. SDE WALl. ~S ATTACt-ED TO 1" x 'Z' OPEN BACK WITH MN. (2) .-10 x H/'Z' SMS. N SCREW BOSSES FRONT AN> SDE BOTTOM RALS ATTAat:D TO CONCRETE WITH V<4" x 2-V<4" MAS~Y 0lJCK SET ATe" FROM EACH POST AN> 24" ON CENTER MAX. Alii) W ALl.S A MN. 1" FROM EDGE OF CONCRETE RISER PA/lELS: (3) *8 x V2" SMS. PER 12" PA/IEL "- tEADER A TT ACtED TO POST WITH t.1N. (2) *10 x ~V2" SM8. N SCREW BOSSES f - - n- 0 ~;;~ ~~~ Y x r >KlW)w FOR SNAP EXTRUSIONS CHAA RAL A TT Aat:D TO POST WITH t.tN. (2) *10 x ~V'Z' SMS. N SCREW BOSSES . . TYPICAL UPRIGHT DEI AIL Lawrence E. Bennett, P.E. alii. ENGHiiER - OE\IELCAoENT CXWl9l.L TANT P.o. BOX 4Se8, SOUTH DAYTONA, FL 32121 1B.B'HOfE (1104) ~-.n. FAX (1104) 7117-_ SEAL PACE 1" X 'Z' OPEN BACK BOTTOM RAL V4" x 2-V4" MAS~Y ANCHOR @ 6" FROM EACH POST AN> 2<4" O.C, MAX. '------ 72 @ COPYRIGHT 1&88 NOT TO BE REPRODUCED 1\1 WHOt.1: OR 1\1 PART WITHOUT nt: WRlT1EN PERoISSION OF LAWRENCE E. 8BH:TT, P.E. SECTION 3 ;-., SEAl.. PAGE SCREEN, VINYL & GLASS ROOMS Table 3.1.1: Allowable Beam Spans - Hollow Extrusions for Screen and I or Vinyl [Open] Rooms with Solid Roofs Aluminum Alloy 6063 T -6 '- 102 MPH Wind Zone 120 MPH Applied Load 23 # 1 Sq, Fl 32 # 1 Sq. Fl, 110MPH 125 MPH 140 MPH 17 # 1 Sq. Fl 20 # ISq, Fl Load Width 2" x 2" x 0.032" 5' 6'-6" 6'-0" 6' 5'-11" 5'-6" 7' 5'-6" 5'-1" 8' 5'-2" 4'-9" 9' 4'-10" 4'-6" ----. ---. .--.-- - -- ~--~--~-- ----- --- 10' 4'-7" 4'-3" -- -----~--------~--------_..._--- 11' 4'.5" 4'-1" ~~_._----~-'---------_._'--~----------- 12' 4'.2" 3'-10" ---.-----,----... -------~----------_.. -------- .--------- -. Load Width 2" x 2" x 0.036" _._____n ___________.____ ___ _. __ ___ ~ ~~ ~~ n_ ____________ __ ____. _._._._. ____...______ 6' 6'-2" 5'-8" _u_ ____ _ _ _ __ __0" _____,,_.___ 7' 5'-9" 5'-3" - ------ ----------- 8' 5'-4" 4'-11" 9' 5'-1" 4'-8" 10' 4'-9" 4'-5" 11' 4'-7" 4'-3" 12' 4'-4" 4'-0" Load Width 2" x 2" x 0.044" 5' 7'-5" 6'-10" 6' 6'-9" 6'-3" 7' 6'-3" 5'-9" 8' 5'-10" 5'_5" 9' J 5'-6" ( 5'_1" 10' 5'_3" 4'.10" 11' 4'-11" 4'-7" 12' 4'-9" 4'_5" -- ----- ------ --- --- ---- - ---------~ Load Width 2" x 2" x 0.055" -----'-5'------------8'-1"------7'.5".-' 6':11''- - -- 6'-6" -----6'--- -,--- --7'.5'~--- .-----. 6'-10"-------6'4"-- --5.~-11"---m- - 5'-5" =~-==j'- _ ______6'--):O"--:~=~ _6'-4"=-~_=~--')':!It'--~_:==~'_ ~3>~~----. 4'-11" 8' 6'-5" 5'-11" 5'-6" 5'_2" -------- ~------ --------- -- --~------- ------------ ------- 9' 6'_0" 5'_7" 5'_2" 4'-10" n_u___ ._.______ ___ 10' 5'_9" 5'_3" 4'-11" 4'_7" _ __n ____ _____.._._ __. n__. 11' 5'-5" 5'_0" 12' 5'_3" 4'-10" Example: For 2" x 2" x 0,044" ExtrUSion beam span is distance between uprights; to enter table roof panel projection of 14'-0" find load width; L.W, = 14'/2 + 2' Q,H, = 9' Enter table on left under load width, Load Width = 9'-0" Read span under appropriate load; Live Load @ 17 # 1 Sq,Ft. 1-102 M,P,H. Load Beam Span = Note: Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 110 M.P,H, wind load requirements to the above upright sizes increases the strength so that additional framing is not required, Tables assume extrusion oriented with longer extrusion dimension parallel to applied load, 26 # 1 Sq, Ft, 5'-7" 5'-1" 5'-3" 4'-10" 4'_5" 4'-2" 3'-11 " 3'-9" 3'.7" 3'_5" 4'-9" 4'-4" 4'_0" 3'-9" 3'.6" 3'-4" 3'-2" 3'-1" 4'_9" 4'_5" 4'-2" 3'-11" 3'-9" _____n_____________. 3'-7" 5'-10" 5'-6" 5'-0" 4'_8" 4'-4" 4'-1" 3'-10" 3'-8" 3'-6" 4'-11" 4'-6" 4'-2" 3'-11 " 3'-8" 3'-6" 3'-4" 3'-2" 5'-4" 4'-11" 4'-7" 4'-4" 4'-1" 3'-11" 3'-9" 6'-4" 5'-11" 5'_6" 5'_1" 4'.9" 4'-5" 4'-3" 4'_0" 3'-10" 5'-5" 4'-11 " 4'-7" 4'-3" 4'-0" 3'-10" 3'-8" 3'-6" 5'.10" 5'-4" 5'_0" 4'_9" 4'-6" 4'.3" 4'-1" '-- 5'-11" 4'_8" 4'-5" 4'-2" 4'_8" 4'-6" 4'-5" 4'-3" 3'-11 " 3'-10" 5'-6" Lawrence E. Bemett, P.E. alii. ~ - DEl/B.OflISitT aJN9U. TN<< P.o. BOX A388, 8OUT1i DAYTONA, R. 32121 1B..Ef'tOE (804) 7fJ7-4n4 FAX (804) 7fJ7-8558 76 @ COPYRIGHT 19Q8 NOT TO BE REPRODUCED iii WHOLE OR iii PART WITHOUT TIE WArTTEN PEIUSSION OF LAWRENCE E. BENETT, PE. SCREEN, VINYL & GLASS ROOMS SECTION 3 " , 3- 112" SLAB ON GRADE OR RAISED FOOTHG '-- LW - FOR MAX. lPRIGHT LENGTH r x 2" V ARES NO MAX. (ELEV. SLAB OR ON GRADE) ~ I ROOF SELECT EDGE BEAM TABLE 3 . 1 . 1 AN>/OR TABLE 3 . 1 . 2 J: 1 TYPICAL GLASS ROOM WITH SOLD ROOF. TYPICAL FRONT VEW FRAMNG . (t-EIGHT OF lPRIGHT IS MEASlR:D FROM TOP OF rx2" PLATE TO BOTTOM OF WALL BEAM) ALTERNATE CONECTION AT FAsaA ALLOWED SEE SECTION 7 FOR DET ALS SOLD ROOF LOAD WDTH FOR ROOF PAN:LS ~rr=L:~P/2- SIZE BEAM AN) COL~ PER TABLES J O.H. EXlSTNG STRUCnR: i.r.t ~. p . PROJECTION FROM BLDG. LW . LOAD WDTH VARES L:- P VARES --l TYPICAL SCREEN I GLASS ROOM NOTES: ANCHOR r x 2" OPEN BACK EXTRUSION WITH 1I4"x2-1I4" CONCRETE FASTBER MAXMH OF 2'-0" ON CENTER AN> ~ 8" OF lPRIGHT ANCHOR r x 'Z' TO WALL WITH 2-1I'Z' m StEEl' MET At SCREWS WITH WASt-ERS 2'-0" ON CENTER. ANCHOR BEAM AN> COllMll NTERNAU.V OR WTH ANCHOR Q.PS AN> m SCREWS AN> WAstERS. MN.U.4 SLAB 'THCKN:SS FOR SLAB ON GRADE IS 3-1I'Z' CONCRETE. SELECT FRONT WALL BEAM FROM TABLE USN3 LARGER "A" VAU..E OF P/2 OR P/2 + O.H. -po IS CLEAR DISTANCE FROM HOST STRUCTlR: TO FRONT WALL BEAM. "'<';. Lawrence E. Bennett, P.E. ava. EIGEER - 0EVEL0PI0EHT CONSU. TANr P.o. BOX 43e8, 8OU1li DAYTONA, FL 32121 1B.&'HOtE (804) 7trT-4n4 FAX (804) 7trT-lI6l5e SEAL @ COPYRIGHT 1QQ8 NOT TO BE REPRODUCED N WHOLE OR N PART WITHOUT 1HE WRTTEN PERraSlON OfF LAWRENCE E IIENETT, P.E PAGE 69 SHULL CONSTRUCTION 3341 MALACHITE SQ. FEET PRICE MAIN OR LIVING AREA 120 $ 40,00 OTHER AREA UNDER ROOF 650 $ 15.00 OTHER VALUATION $ 14,550,00 FEE SHEET $ 95.00 ADDRESS $ - DRIVEWAY $ - BUILDING: $ 142,50 ELECTRICAL: $ 34,80 PLUMBING: MECHANICAL: RADON: $ 7.70 CREDIT: TOTAL $ 185,00 I SEWER I $ WATER: $ TOTAL: $ - I 3/4" WATER METER:~ $ - ~ T IF'S 'I $ 99% $ 1% $ : I TOTAL: $ 185.00