Loading...
HomeMy WebLinkAbout01-0706 BUILDING PERMITN~ 0706 {,l'O g5' ~. BUILDING CITY OF ZEPHYRHILLS (813) 788-6611 Permit (.) 5, f9AJ ELECTRICAL Date 11- 01 - 0/ ;)5' e.o PLUMBING _ MEC\:.i^l\IlrlU Sewer Conn Water Conn: Property Owner: '])oN ( II eltfUII CiJ€./fV\oI'Y \ "f!J.. Job Address: tJl ~ 1 /8" s r: Parcell.D. # 0 ~ -~" .- .:2 f -0 18-0.- 00000 - 370 Water Meter: T.I.F.'s: Zoning: Energy Code: -.:j::tV 0. ~J"'~ " Description of Work " LcJ, Ih "",-, "" 0 -p 01) ( t.J ~~~~ r2e0fY' t^dosvr<. FINAL C.O. _ 01 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. --K tMw ~"1 p.l \Jty...' DATE City license Registration # State Certified license# 1m1/f5t2f> Valuation or -I/~ 0 &0 Contract Pri~ .::.II {)() + ~ :i 5/ ",-.# ~'1~/p .~ ~~'LDING fa. (:l~( < II/olp {'..o"'~7sle. 1f2f~5 ElECTRICAL ~OJJP /1-1/.1--0 I ~~'1 Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final,/j:J -It/f-O( I< ('I PLUMBING Ftr. 11- :J.I-.o IIU 'I ~SLB /!-r;PI-O/ ~L 'I lintel FRM. Insul. CL WL SLB !/- /-0 I i/I() 1=t:lB get /1 ~O -0 ( III r Water . Sewer Final /1:2-11-&/ Rtf( Breakers Ducts Insl. Compressor Final Driveway ~~ - /(-9-0/!/JD REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Twenty Five and 001100 Dollars ($25.00) shall be made for each trip for each trade: a. Wrong Address b. Condemned work resulting from faulty construction. c. Repairs or corrections not made when inspection called. d. Work not ready for inspection when called. e. Permit not posted on job site. f. Plans not at job site. g. Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. CITY OF ZEPHYRHILLS IINOTICE" OF ADDITION OR CORRECTION BUILDING DEPARTMENT I ADDRESS II DAT} PERMIT .,. I . ~lL7 /~-rT/\ '5-[ /zJ2/<::>/ 7010 THIS JOB HAS NOT BEEN COMPLETED The following additiqns or corrections shall be made before the job . will be accepted. UJ-&Aj) .~(L f->>JC~';i~~ ~C:;l CoNrJ'iLTlifJ /i:f>-'3/ SIOG..j (])~~L ftfJ-h-A Lt..c-t::.~ I U'NA-&$- r~ C~ _'iL71'l-lL, @:> CC j';. ') ':, '- 'L ......: \.J. /2li.JJ~o CJl7LL..... [)ceo L ftL~JM Hc0")fL ib Va ~ L Ll~ DO NOT REMOVE 2 IC- -Ju J) ,dt p~7 [' It il unlowful tor ony Cor~nter, Controctor, Builder, or other ~l'IOnl, to cover or cou.. '0 be covered, ony port of 'he work with flooring, loth, eorth or other moterlol, un,i1,he pro~r Inlpector hOI hod omple lime to approve th. Inllo/lollon. . AFTER CORRECTIONS ARE MADE CAlL 788-6611 FOR RE-INSPECTION INSPECTOR If~5~ OFFICE HOURS B - 5 MON.-FRI. APPLICATION FOR PERMIT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT DATE RECEIVED 10 -.24-- D/ PLANS REVIEW FEE JOB ADDRESS 'DaY) CO, 1.., , t \ ~-th ~ E \[5 ~ C.."I, 5 \ \'V\EL( S. ~ ( '2'/ / I) -\- .- <e- e-+t -<.../) h y r f'1 I' I ') / I PHONE 1'R~ -o3~~ 3 3S-q. () OWNER'S NAME ,F /~ LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION PARCEL ID # t):l,. - :l.lo- :l \ - b , ~o- nbOD/")- 31D (OBTAIN FROM PROPERTY TAX NOTICEl WORK PROPSED: DNEW CONSTRUCTION DSIGN o ADDITION DALTERATION o REPAIR t8l. INSTALL o MOVE o DEMOLISH PROPOSED USE: DSGL FAMILY DWELLING o COMMERCIAL DMULTI-FAMILY o INDUSTRIAL 0# OF UNITS tl1 SWIMMING POOL o MOBILE HOME o OTHER DESCRIPTION OF WORK c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL S I - , ~ VV'I """" ; Y"'\ <1 ~ 0 l) \ BUILDING SIZE SQUARE FOOTAGE 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 REQUESTED o BUILDING $ TOTAL CONSTRUCTION o ELECTRICAL ~ 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 0 NO BUILDBll ~ . COMPANY CnOA\ 'X:~\e ~"";""l!!ln~ P<x~\S . STATE CERT OR REGIST # k> P - 00 Iv 31" C, SIGNATUR"...- _.4.J -IJ4v CITY PROCESSIOlDk d '{~& . ********************************************~****************** ELECTRICIAN SIGNATURE _tc"._Vy~J..L~\:.J ~ Q O~ J ****************************************************************** COMPANY Ft~ Et.t~c STATE CERT OR REGIST # ER... 0OO4~40 CITY PROCESSING # I~ t../"'"'. PLUMBER COMPANY ern rA Q ~ (h 0 0 ~O~ STATE CERT OR REGIST # Q ~ ~ (I') o3~ ~2. ~I CITY PROCESSING # .~ :i 0/ t? S- ~ , SIGNATURE Ml!:CHANICAL *********************************************** COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE OTHER 1!~71 ~ W/E7 ~ / ~1/ .. .... . / S I GN~~~:t;;1.-~-~~ . . ?" / ***************************************************************** COMPANY ~/i7 STATE CERT OR REGIST #/\ CITY PROCESSI~(; .#;i. *********************************************f**. ************* * * " "--.... '. r;~Op-.' -;it- - . 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 performed to meet standards of all laws regulating construction, City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other governmental agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: *Department of Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment *Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses *Army Corps of Engineers-Seawalls, Docks, Navigable Waterways *Department of Health & Rehabilitative Services, Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks *U.S. Environmental Protection Agency-Asbestos abatement I also certify that, if fill material is to be used in Flood Zone "A" or "A, etc.", it is understood that a drainage plan addressing a "compensating volume" will be submitted which is prepared by a professional engineer registered in the State of Florida prior to permit issuance. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction, or violations of any code. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of issuance, or if work authorized by the permit is suspended or abandoned for a period of six months after the time the work is commenced. One 90 day extension of time may be allowed for the permit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An approved inspection must be logged during each six month period, or the project will be considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER $, 0 IN V DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENT". NATU STATE OF FLORIDA ~(1'D COUNTY OF The foregoing. instrument w~~~lknowledged J ~~~~S'2\l~~e~~!~~-' ..~ (name of person acknow~ dged) Dwho is personally known to me, or Mwho has produced ~ D~ ~ (type of identification) an whoD i id it take an oath. dd4iPAIJ1fJ !:J~ STATE OF FLORIDA COUNTY OF The foregoing in.s5.r~en.t was. ac~.. ~ledged Before ~t:; this l..L:-d~. ofe ~~~~~ J-a2otJ I by I u -",1, Q..-L-A r). ^-=. A__ (name of person acknowledged) ~o is personally known to me, or I e ;)/; I~/ . II D who has produced i ..1)...-1 JnW..JIJUt \~J7U (type of ide tification) and who Ddid [):lid not take an oath r:!JA..A~ c{;: I~a~ Signature of person taking acknowledgment Signature f person taking acknowledgement -33~ L (6\.-eJr\O--1\ ~ Name typed, printed or stampE}fIP~Y'~ Brenda l BuChanan ~ . My CommiSSion CC9980SO \.~, ,.:J E. pires January 31 2005 ~L Rlctlarll.... Name type~~~~~~ed ~....'t' ExpIres Al.I~lIlh 1, "iJll3 ~ "I ".;).~;.t/.j oj I 5'/ III ~:, :y~ 111111111111 1111I11111 11111 11111 11111 11111111111111I1111 1111 2001144888 NOTICE OF COMMENCEMENT State of T.\n~L-' OD County of ?~~(O THB ImnERSIGNED hereby gives notice that improvement will be made to c3rtain real property, and in accordance with Chapter 713, Florida Statutes, the following infor~ation is provided in this Notice of Commencement: 1. Description of Property: Parcel No. b:l-2.tD-2..\-bl'iO-OOOOO-7,")l'\ (Legal description of the property and street address if available) 2. General Description of Improvement S t.\..;) \ ~~H\" 'l V'\~ Vl\O \ -;\" S\~ l\" ~i ~h 3. O\voer Informa tion: Name DoY"\. it ~ E LE.!'0 c.. "" b \ 'N'\ bl"-l l\ddress _(0 \ 'l.."\ \~~ <sAfe,,4- City 70 ~\r. l 'r \-\\ Us State ~L Interest in Property: Name of Fee Simple Titleholder: (If other th~n owner) Rcpl: 536806 DS: 0. 00 10/17/01 Rec: 6.00 IT: 0.00 Dpty Clerk Address City State " Fl'. 4. ..,..~~. . .... ..'1 Contractor: Name Ln~ ~ \)~ 5. Address SCj:tS ~ \Li..-l> M. City ~~~~.. ~ 0.0 Surety: Name Sl-e.L ~~.......... ~c; LAJL>......--c..JJ Address "?,J\.f~ ~ <;.~ <Q\"( l.O City "'ZP.~.v~(\rWl 0..0 State ~L Amount of Bond: $ <<:::> l ODD. () (') ii91~~~IMA~i :rrs;o fOUNT:, CLtRK OR BK 4749 PG 448 State ~ ~3Sl{O 6. Lender: Name Address City State 7. . Persons within the State of Florida designated by Owner upon whom notices or other documents mayre served as provided by Section 713.13(l)(a)(7), Florida Statutes: .,~ NClme Address City State 8. In addition to himself, Owner designates of to receive a copy of the Lienor's Notice as provided 1n Section 713.13(1)(b), Florida St~t\Jtp-s. 9. [':xp.irn1. i'm dnt.e at not.lce of Commencement. (the exp1..:atic.:l"! c'I.3.te is 1 yei:tr fr?m the date of recording unless(a different date is specified.) Signature of Owner: Notclry Publ ic : M C '. . ~. y orninJ ss ~on Exp1res: this J1rJ a of ~ ~ro&w~ '8- OLCL ;' ~ Brenda L Bucharwl . :. ; My Comm.SIIOI1 CC898050 ') Of' ,.,0 E · pIreS January 31 2005 Sworn to ~. PC93053048 10/~ EL/28C.l 15:;0 513-715-0:::24 FF":; ZEPH H!LLS iJF'S .~~. ~ Florida Power 6 ;." D9rt!;f ~Mf"r :';"'r.p.~~i Oct )ber 18, 20C 1 ;:;oral Isle .Pools SllB.JECT: PROPOS1:D SPA/SWIl\HJI1'.G POOL CONSTRUCTION AT: LOT 37 "- SUBDIVISION 6127 18th STREET ZEl'HYRHILI,s. FLORID \. Thallk you for notifying us of your pwposed swimming po ')1 constnll;tion at tbe above locatio!!. The pool proposed tbr co.nstruction at the abo'.,'e address does not v-'ntlict wIth any underground or overhead f<lciliries, of Florida p,lwer, provided that th: pool is installed III .the location shown on the attached site plan provided to us by the pODI vmtractor Please call Sunshine State Or:e Call of Florida (1-800-432-4770) a mini:nuL! of 48 hours before YOll dig. Jf you have any questions or require any additlOnal information, plea: ~ call our dIke at (813) 783-6944. Sincerely, F'LORIlJA POWER '_ .4r- ~ /1 ~~~~.,L-' ~/. ~~ Stephen F. Bunner ,.~ Service Coordinator Distnbution Engineenng S.FB/mw )j4~3 t.:.3~,~ F=)v:. ZeD'h,."':I,,;, fL ~.3~4 PAGE 01/82 Coral Isle Pools 5925 Fort King Road Zephyrhills, FI 33540 (813) 782-7508 PROPOSAL ~~ IT] Il"'u-' .t;L1 .r ~~ lli.1~~~ _."-----~_....... Proposal Submitted To: Date: October 4,2001 Name: Phone Numbers Don & Helen Chelmey Home: (813) 782-0333 Work: Street: 6127 18th Fax: City: Zephyrhills State, Zip: Florida 33540 Delafield Construction General Canst. & Plumbing PL #002356, GCL #000609 We hereby submit specifications and estimates for a 12' X 22' rectangle concrete swimming pool with white marcite finish with a depth of 3Y~' to 4Y~' at water level. This will include: 1 Main drain 1 Skimmer 1 Suction Line 3 Returns L'Art Nouveau Blele Marble tile or Anna Light Blue tile 1hp Sta-Rite pool pump 225# Sand filter Deck size of 4 'x4 'x4 'x4' Extra Decking 8'x10' & 3'x15' Pool deck with sponge finish (cement) Electrical allowance of $200.00 Screen Enclosure Any materials and labor not included in this agreement will be extra. All decking is installed according to Building Codes any cracks shall not be construed as defective workmanship or materials. Guarantee null and void if not paid in full within 10 days after water is in. Owner is responsible for lawyer fees and court costs if it becomes necessary to collect any monies left owing on Pool Contract. Any extra dirt is at the expense of the customer, as well as water problems and seepage. 1ms contract does not cover other safety requirements by County or State Agencies, i.e., barriers, alarms, etc. Buyer has the right to Cancel this agreement/proposal by mailing a notice to the seller. The notice must say that you do not want the goods or sexvices and must be mailed before midnight the third business day after you sign this proposal. All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from above specifications involving extra cost will be executed only upon written orders, and will become an eJttra. charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. 1ms proposal . ~..<ct to ac<epbmre witllln - day. ~d i. V"""'-1Z. option of ih, =d~"",d Authorized Signature :1!-- j..j f.L).J!. .-.it.? Acceptance of Pro))08a1 The above prices, specifications and conditions are hereby accepted specified. Payment will be made as outlined above. Accepted: /O-~-CJ/ . Date: 0 I :[ ~ ~ hz,o .C;::'b~ .g/~'~T.:1 ()l ~ 3: l'TI 70 .n~ e N (5 Z "? - OJ l>()) l> Ul~ ~-f l'TI . ~:t: O("'l o__g -; Z("'l ~(J) -;" (f\ ;!Ul 0 ~-f UlO C rl'Tl :i! ~m. -::E Zl> l'TIr I]A qm l'TI 70 ~-f ::E .J.. 'r:/ M]^I~a ]l]~'JNO'J ~ .(n~ ()l .Z'O 0> gtO~# ..". 'dT'J'S j ~ I"-J' .~ Iq \I"" I~ c . g/~'~T.:I i ':J -,. ',) g~ 101 ,OO'OOt lS]M ()l U1 .rgz I\) ~ q -....tz ;--10 0;0 Q:i! ~ LZt~#.S]~ ~ ^~NOSVW ^~OlS ]NO ]l-!S . nl'r:/ X9Z '<t ,OO'OOt cO lSV] .g/~'~T.:I I I I ~I ~ ~~ 101 ALL WORK SHALL COMrLt \iIli.lI.~L PREVAllli.o CODES, Sf" BUILDING, PLUMBING, MECHAlllCAl, ltC.1ID CllY OF ZEPHYRHILLS ORDINANCES. . 02: = HJNI 1 ( .J.3:U NI ) I '"' '"' \&...[L vv ,,~ 12 ;ri (\J(\J (f)(/") I LOt#9l I .Z/t'~T'J'.:1 j I OZ 01 I o ~V:JS :JIHdVH-n . , , i I , l . , : I I I I I r r r"I -<, -0 t'TI 70 -0 r l> -t ,O'OZ '0 I :r I ~ ~ I hz,o .g/G"~T.:l 3: I"TI Z!:! .n~ 0 J <5 J Z .- ~()) 01 l> (1\.f>. o-i I"TI . ~I: o()1 o_g ~ Z(). ~(p -;' ;;!(1\ I . ~-i (1\0 ~m ,I"TI z~. I"TI~I \JA ~m I"TI 70 . ~-i , ~ l> -; : H:JNI t U NI ) ~ I Ol 01 JIHdVH~ ~ I ~ g!OG# "dT'J"S I I I I ~" I "- I I N I _~J - -....l :z F I ;--10 I"'t 0;0 -< q:t ~' I ~ I -i I I I I I I -- I I '1:>0'" t: ~~ It;\V\ Cht1\ w\~Lf lo\ ~I \'~ Tn ~..\-cee..+ 0~ \u..1 f \;\', \l s <VL ~ ~S ~ D g~ 101 0> 6'l ,00'00t 1S]M 0> U1 ):. (, ~ l€ '.L01 ;reaz ). 'i/ M]^I~a ]l]~'JNO'J n: ]I-IS . nl'i/ .1:'liZ .Z'1:~ 0> (.J "<t ,00'00t <ri 1<;'11 .g/G"~T.:l I I I ,z'o ,O'OZ ..,... ALL WORK SnALlliuhii j.J I..... . pP.EVlIUNI CODES. SlIIIDARD BUlLDINrr?PiUMBlNG, "ECIl~ Uc. AND CITY OF ZEPHYRHIUS ORDIIWICES. 11"'\ 1"'\ h-a... vv ,,~ \2 ~ (\iC\l ct)(<) I LOL#9l r .z/r~T'J"j JPc1;J~~ ~I G E -,.~~~ I o - ...... -- --....,... GZ 1C tT(')Z OJ "TI OJ ~ m m m O-i C m C X X "TI O::T CDOO ~ "TI 3 0' ::I"'-i m Z en m -0 m CD"Cm Z Z s:: :lJ 0 "c(') ::!lQ .. m m -0 > -i CD CD ....11) -i ::I.., (/I.... en m ::! < CII.... -. -0 en m m 11)::;; OOc 0 0 m .... -. "'::IUl > Z Z 0 -'CD OCII (')~c 0 > Z 0 > ::I o ::T II) 0 s:: 0 .... 303- > -i ,::T :lJ m < m 11)11) -gCD.... m -i ~.... en 0 m ::I _0 .... CIICD en C ::T 0 ~~o > CD 0 0 _.CII ::T , "TIZ m OCDII) Z ::I :lJm -0 ::Ix"S. N (J1 (J1 () > a. o-i > CCDCD trJ\D \D 0 s:: < s::~ :lJ ::13'" 'tll'V I-' ::0 o-i a."C X(J1 (J1 )>- m a. "TIn -s:: !!l ::!..s:. t< (J1 t"1 c <m !. ,-i oo~ ::OI'%J (J1 0- -z ::I. X >-3 l'V I-l :lJo ~-i ::T -- I-l en Ul 0 t:J 0 0 -. _Z 00 11).....0 t"1~ ~ t"1 -....J trJ en en CII 0_ "C"'- .... z"TI .....oe t"11-l trJ 0 t"1 .......... .......... CD >Z !!l 3(0 UlZ I )>- W W a. ~g o,en ,.......:--- G) 'tl tv I'%J ....... I-' "TI>-i 0 tv I-l .......... .......... tT om .s:.::T~ ::0 0 I trJ tv l'V CD :lJ-i ~OJ> ~CD"TI t:J t"1 en t"1 0 0 0 i"\:lJ OO-i ::!!en \D t:J 0 0 ~ m-< :lJ:lJm .. o~ 0 w ....... :lJn 7l'>0 :!/ .., 0'\ ::T C1m mz"TI Q:II) II) :lJ II)CII CII n:lJ mO"TI ~2. o::! ' , CD omo OCD CD s:::!! 0S:::lJ .., (') -on s::;26 ~"C .... m> CD -00> CD.., a. Z-i "'0 enm m-< CII,"C .... >0 zs:: .., 0 nn;' ::0 ::!"TI mm 0.... tT om >z 3Q I-l CD ::!-i () Zx "C' I'%J ::r: CD ,m Oen CD"C t"1 )>- X Zm ::III) CD >s:: CII.., ::0 3 ~~ n 11).... t:J C ....::1 W "C :lJ -'CD .... 0.., w 0 ~ ::I ' (J1 ..... Z -< .., '0 "'" 0 11).., 0 3 ~ 0 I.D 3~ "TI I II) 0 I-' "<0 'tl .., I.D a: I ::I..... II) l'V o::!l ~ C> ...(') 0 ..,CD CD'" 0 I-' .., (') ~ 00 CD <..... .., !!lll) CII. i) ~OT ~ ocllS ~'?-\LJ 2oL.6 ~IJ I l;:lrrnO:J . U .J3Up.1CD S'lOOd a'lSI 'lVHO;) .:t aeJ 010=\ ( wO.JJ a~hl'e.l (.\....II r:lf:luoP 'BlIS .Jo/ru'P. TOO,I T'21=\llilP1silH p.1'2PLre:\S pall:ltr}:t'C alf1 tlO U/tlolfs sTTt!:lap illl1 o~ :!.1!r1CJ a.111 hall:) J1 sTTB'" XilhllOO .10 IM'COtlOO 1I:t 1'^ :t T1nq aq Ke.w STood ilSilll.1 S~d VIIS '10Dd '1 VJ J,I~:;)() I ~:;w au VON VJ.S o ...... rr" . . . ,.---........ . . "'"...1.1 QU_ } . - ..----..-.... . '" . ~~. w' .:::':f3~ w....,~~ .. ~} . I '!~.; 0':." r'.: ':gr;':: ;~:~.fnf~~.4,;....:" .'. .. .,' ,.. . .' ~ II ~.... '. , ~D~. .. ... i~'..: (::=} Q\ r =:J,,' _" .. o. . ',' 0. ;i;- . C =1 &:3 'QI . "'" 1 ,) I {/ :\. . . .'~ I' ';r..~1 :'.:~::~ : :.~ :.: to '0. . .... . . '1":,, :.. / .. ,~, ..;....,. . .; (.-r-~ ........,~(I/ G () / ( -,~ " ., ~ / / "l~ /.-197/J ~/;J - ~ IN /,)9 '?/I"l '() iO' h~~ ~ "" ~ y .I <-J._~ .I . or---=-<-", II t .,) 1 ~ iY '1 9/..1 .z -J "'\ ~ --. -) { 0' ...( ~ ')ff , ; 0' ,111: , :;;'1 i! ~ I- , / 1 r" -~ f-- f ~ ~ ~ '''I ~'-t 1- I..\tLC~ '..0 --- ("'>0 e/lc. I ( // 6' II >-r . G r 6,( ~""'~----~ iJ 0' .J ~ T'~ ; ~ ;, j. 7- ; -:J u' '":"\~ CI'- ~ ..\. ~',(~ .) iF ,c: .-. C'\ M -;0. _', \1) lE-ho ~I ... ,,-' ' ~ ~, ..... 1\1 '-' "\ -- \ (.'q \ .. ---61 \ ... ...~ ,~ ~ ~ lJ \1 ~ ~ .t ~~ .~~ -..J ~. i~~) I i i; 8 ROOF BEAM USED "(H) 2)(4 PB I ! I , i l . ! I II I (J) 2)(4 5MB (K) 2X8 5MB (l) 2)(7 5MB III (M) 2)(8 5MB I , I I Ii . j' 1:1 :1 !l !: iI i I II I ./ Ii i ~ Ii; Ii : (N) 2)(9 5MB 'WALL SpACING 4'-()" 5'-()" 8'-()" 7'-()" 8'-()" 9'-()" 4'-0" 5'-()" 8'-()" 7'-()" 8'-()" 9'-()" 4'-()" 5'-0" 8'-()" 4'-()" 5'-()" 8'-()" 7'q 8'-0" 9'-0" 4'-0" 5'-0" 8'-0" 7'q 8'Q 9'-0" ." 4'Q 5'-()" 8'-0" 7' -0" 8'Q 9'-0" MAXIMUM ROOF BEAM SPANS IN DECIMAL FEET SCREEN ROOF I SCREEN WALLS WIND 110 MPH DEFLECTION L/60 <--I COLUMN USED 1- f---> (F) 2x3 PB 18.42 17.08 18.08 15.25 14.58 13.92 21.08 20.08 18.42 17.42 16.75 18.08 28.08 26.08 24.58 5 31.58 29.42 27.58 26.25 25.08 23.92 38.25 35.42 33.42 31.75 30.25 29.08 (G) 2x3 SMS 19.08 17.58 16.58 15.58 14.92 14.42 21,75 20.08 18.75 17.92 17.08 16.42 28.58 26.42 24.92 23.58 32.08 29.58 27.92 26.42 25.25 24.25 38.58 35.75 33.58 31.92 30.58 29.25 (H) 2)(4 PB 19.25 17.75 16.75 15.75 15.08 14.42 21.92 20.25 18.92 17.92 17.08 16.42 28.75 26.58 24.92 23.75 21.75 32.08 29.75 27.92 26.58 25.42 24.25 38.58 35.75 33.75 31.92 30.58 29.42 (I) 2)(4 SMS 19.25 17.75 16.58 15.75 15.08 14.42 21.75 20.08 18.92 i 17.92 I 17.08 16.42 28.58 26.58 24.92 21.75 I 32.08 29.75 27.92 26.58' 25.42 24.25 38.58 35.75 33.58 31.92 30.58 29.42 (J) )(4 MB 9.25 7.75 6.75 5.75 .08 .42 33.08 30.58 28. 75~ 27 :'25 26.08 24.92 39.42 36.58 34.25 320!58 31.08 29.92 (K) 2)(6 5MB 19.25 17.75 16.75 15.75 15.08 14.42 .42 .58 .25 .08 25 2 23.42 21.58 20.25 19.08 18.25 17.42 2 8 2 31. 92 29.25 27.42 EXAMPLE: POOL ENCLOSURE (L) 2)(7 5MB 19.25 17.75 16.75 15.75 15.08 14.42 23.42 21.58 20.25 19.08 18.25 17.42 31.92 29.25 27.42 2 .58 23.58 35.92 33.08 30.92 29.25 27.75 26.58 41.75 38.58 36.08 34.08 32.58 31.25 45.08 41.75 . 39.08 36.92 35.25 33.92 (M) 2)(8 5MB 19.25 17.75 16.75 15.75 15.08 14.42 23.42 21.58 20.25 19.08 18.25 17.42 31.92 29.25 27.42 25.92 24.58 23.58 35.92 33.08 30.92 29.25 27.75 26.58 44.25 40.75 37.92 35.92 34.08 32.75 47.42 43.58 40.75 38.58 36.75 35.08 '-.,. : (N) 2)(9 5MB . I ;; ;; .- &: I I I I Ii . II . Ii I I I I I I I I I I Ii 21 23.58 I 34.92 32.25 30.08' 28.42 27.08 26.08 40.92 37.75 35.42 33.58 32.08 30.75 41.92 42.25 42.25 42.25 43.08 44.42 38.92 39.08 39.25 39.08 39.92 41.08 36.58 36.75 36.92 36.75 37.42 38.42 34.92 34.92 34.92 34.92 35.58 36.42. 33.25 33.42 33.42 33.42 33.92 34.75 31.92 32.08 32.08 32.08 32.58 \. 33.42 INTERPOLATION BETWEEN VALUES IS PERMISSIBLE ~ 19.25 17.75 16.75 15.75 15.08 14.42 23.42 21.58 20.25 19.08 18.25 17.42 31.92 29.25 27.42 25.92 24.58 23.58 35.92 33.08 30.92 29.25 27.75 26.58 44.25 40.75 37.92 35.92 34.08 32.75 48.42 44.58 41.58 39.25 37.42 35.75 t . \! ~ALUMINUM STRUCTURES MASTER PLAN 1- \ ; 52 ENGItEERlNG. K. @ COPYftlcHT AL, INC. 1994 . . ..J. \ . .. I ,. " \ f~_._.. .--..__.,..__....-.."N_..'.._....~~....._.__. .._..:....... _-"-, _____. .... '.' ". ,.~ .. . ... . ~.. ~~". . "~. ... .. "....-. . , . .d. c..i:,'. .,~;.~ COLUMN !lID" IEAM t HEIGHT ---L MANSARD MAXIMUM COlUMN HEIGHT IN DECIMAL FEET SCREEN WALLS 13 PSF - SCREEN ROOF 7 PSF WIND LOADS UP TO 120 MPH (K) (l) (M) IN) 2x8 5MB 2x7 5MB 2x8 5MB 2><9 5MB X X X X X X X X X X X X 19.33 X X X 17.83 19.67 X X 16.87 18.33 X X 15.67 17.33 X X I CHAIR RAIL CONNECTIONS DETAIL CD '/1'" II['C[';lHO alAHNn. "'II. 2" WI 4 "0 SN' / EXTERIOR@l CHAIR R~ll CONNECT HI. INTER lOR @ CHAIR R~IL 12 CONNECTION INTERIOR ~ CHAIR R~IL ~ CONNECTION ~ ALUMINUM STRUCTURES MASTER PLAN ENGItEERING.1NC. @ COPYRIGHT AL, INC. 199. 31 BEAM PURUN TO COLU~.1N CON~JECTIONS TO COLUMN CONt\JECTIONS bJ Ilb \\~ DETAIL 1 x Z 09 INTERN"'L SCPE'w'ED 'w'/ 2 flO I 1/2 ~"'S 1 X Z 0 B. INTER""'L SCJ;'E'-'ED 'w'/ 2 MiO I 1/2 S"'S ~~ ~ 2- SUB <> . 5' ~ w '" 0 0 '" z :r: U :r: '" '" :> ..J . USE 0 0 ",0 M U r AS TENER "0 SCHEDuU 0 "'~ TIMES 2 ~ 0 0 GUSSET PLATE ---1 MIN THICKNESS EOUAL TO BEAM DE TAIL @ 2" S"'B ~ <> . w"- ~ :> '" z Vl ~ ~ ~ ..J. N 8 ,., "0 I"\I! I USE 4 110 SMS EACH : 0 SIDE rail @ @POST I ALL OTHERS SEE I rASTEtJER SCHEDULE I BELO,",. ~ M 0 I CVERl4P BEAlA rASTt:NERS REQI,,;RED SCHEDULE PURL IN NOTCHED TO REC PURlIN l/Ili" REC. CHANNEL 4 HID SlAS E "CH SIDE / /r- ,., o 0 ot /" NOTCH POST liD I 1/2 SMS 24' ON CENTER 2 . II SUB ,. '10 SuS EACH SIDE DETAIL ~ COLUMN PER SCHEDULE ( ALTERNATE CONNECTION - (2) '10 x 4" SMS ANGLED INTO PURLlN ) NOTES, IX2 DB AND 2X2 PB CAN BE ROTATED IN ALL CmmECTIONS DETAILS. EXAMPLE, USING DETAIL (B2) \.11TH THE TOP 2Xi? AND IXi? POSITIONED UPRIGHT AS SHO'WN IN CETAIL @ IS aI<, USE r~TENE~ SCHEDULE or GUSSET PLATE AS INDICATED ~ ALUMINUM STRUCTURES MASTER PUN ENGItEER1N<;,INC. @ COPYRIGHT AL, INC. 1994 39 I PURLIN / BEAM TO BEAM CONNECllON DEl AILS I TYP. TYP. 5MB OR SNAP BEAM 1 1 2" . 2 1 8" . .062 RECEIIIING CHANNEL wi (4) - 610 SMS INTO BEAM & (2) - 610 SMS INTO BOTH SIDES OF 2 . 3 P.B. 2 . 3 - .050 P.B. TY? 5MB OR SNAP BEAM TYP. 5MB OR SNAP BEAM ( PRIMARY BEAM ) ( SECONDARY ) 610 SMS INTO 1110 SMS EACH SIDE PURUN BEAM PRIMARY BEAM OF PURUN BEAM 2 . 4 5 3 2 . 5 5 3 2 . 6 7 4 2 . 7 8 5 2 . 8 10 5 2 . 9 10 6 SEE SCHEDULE FOR FASTENERS TYP. 5MB OR SNAP BEAM _ TYP. SUB PURLlN - ~ ALUMINUM STRUCTURES MASTER PLAN EtOEBRl 1<<:. <D COPYRIGHT AL, INC. 1994 29 r CAGE BRACING DETAILS 1 1UllJ' L VALL JllKlN!; REQUIRDl rtJl GAJLL.Hll',n..A T m: NOTa JC..D\( ~' /j ~ ICI~IS~ IF ~ tl<<:l.mul[ IS 1ItmD _ TMb~_~".~ Y////77/////~ "" , , , , , , T , , I , , , , i , , , , , , , , , , , , r LJ i 1 TII' STR.....S ~ ""'-'- ....",., so: IInAlU IEUlV ~ ...J ~ , , , DE1AtL "f' , , , j < > Q .... I 'lY , Ii , tl , < 1I5 , j , , < > , / , , Q W ~ ~ , , , ~ You. II<ACDoG sa: lI[T..a..s IELllV ~ I" . 2" O.B. [)('T. b:2 .......u: VW V/4 9ID SKS \ clRC:OLU~ ~ TYPICAL TOP STRAP BRACING T"IP Wo\ll BUCNG ST AlIt..Os STn:L CI.8 L E Ml N TIiI ClCl€:S S JI3i! ' exeAN1L 'WI J" etD SNS I VI I' 110 SMS /' I I I NOTES: CORNER CABLES OR RIGID BRACING SHALL BE USED ON ANY WALL NOT DIRECTlY FASTENED TO THE HOUSE IN ORDER TO RESIST DIAGONAL STRESSES DUE TO WINDLOAD. THESE CABLES SHALL EXTEND DIAGONALLY FROM EACH CORNER. TENSION SHOULD BE ADJUSTED BY THE USE OF TURNBUCKlES. TURNBUCKLES SHALL HAVE LOCKING DEVICE TO PREVENT LOOSENING. THIS STAINLESS STEEL CABLE SHALL BE AT LEAST 1750 POUNDS TEST STRENGTH. THE BOTTOM OF THE CABLE SHALL BE FASTENED TO THE SLAB WITH THREE 1/4" FASTENINGS OR TWO 5/18" FASTENINGS WITH A 1/8" STRAP. EITHER WALL BRACING OR TOP STRAPS SHALL BE REQUIRED. ~ ALUMINUM STRUCTURES MASTER PLAN .a ENGItEERING.1tC. @ COPYRIGHT AL, INC. 1994 45 -. -- ----------. --~- .-- ~ . .- I ALUMINUM EXTRUSIONS ID CHART 1 MARK DESCRIPTION WT 1FT I AREA I WALL t FLGE t ALLOY J STRUCTURAL ITEMS DESCRIBED ~ 0.276 0.2.30 0.044 0.044 606.3- T5 B 1 x3 OPEN BACK 0.384 0.320 0.050 0.050 6063- T5 C .0.681 0.579 0.050 0.050 6063- T5 . .518 0.441 0.044 0.044 6063- T5 E D.542 0.461 0.041 0.041 6063- T5 .681 0.579 0.050 0.050 606.3- T5 lG 2x3 SNAP BEAM 0.680 0.578 0.045 0.045 6063- T5 . (H 2x4 PATIO BEAM 0.799 0.679 0.050 0.050 606.3- T5 I ~ 0.786 0.668 0.045 0.045 6063- T5 . 1.008 0.857 0.044 0.1.35 6063- T6 . 1..342 1.141 0.054 0.1.35 6063- T6 . 1.515 1.288 0.057 0.135 6063- T6 1M 2x8 5MB 2.147 1.826 0.072 0.224 6063- T6 N 2x9 5MB 2.317 1.970 0.072 0.224 6063- T6 0 3x2 POST BEAM 0.800 0.680 0.070 0.070 6063- T5 P .3x.3 SCALLOPED TUBE 0.596 0.507 .045- .078 .045-.078 6063- T6 Q 3x3-0.093 TUBE 1.256 1. 068 0.093 0.093 6063- T6 R 3x3-0.125 TUBE 1.691 1. 438 0.125 0.125 6063- T6 S 4x4-0.125 TUBE 2.279 1.938 0.125 0.125 6063- T6 ANGLES DESCRIBED 0.569 0.484 0.125 0.125 6063- T6 ABl 2x2x.09.3 ANGLE 0.427 0.363 0.09.3 0.093 6063- T6 AC 1 xl x.062 ANGLE 0.141 0.120 0.062 0.062 6063- T6 AD 1 x2x.062 ANGLE 0.214 0.182 0.062 0.062 6063- T6 ,AE 1 x3x.ll 0 ANGLE 0.323 0.275 0.070 0.070 6063- T6 RECEIVING CHANNELS DESCRIBED 0.362 0.308 0.062 0.062 6063- T6 CB 1.5x3.125x.062 0.438 0.372 0.062 0.062 6063- T6 (CC) 1. 75d. 23x.l1 0 0.834 0.710 0.110 0.110 6063- T6 SUPER GUTTERS DESCRIBED = i~ ~ ~X~~UDEO .. 1. 270 1. 080 0.070 0.070 606.3- T6 1.358 1.155 0.075 0.075 6063-T6 AnD I:i3 I ~ ALUMINUM STRUCTURES MASTER PUN EtOBlI<<l He. @ COPYRIGHT AL, INC. 1994 17 .....,.,-- - . . Iiiiiii ~ BEAM TO BEAM CONNECTiON DETAILS SPACING BET'l'tfEN SCREWS CANNOT BE LESS THAN 2" GUSSET THICKNESS MUST BE GREA TER OR EQUAL TO WALL THICKNESS BEAMS SHOWN ARE SCALED AS A 2x9 5MB OTHER BEAMS ARE SIMILAR CHAMFER TO CLEAR SCREEN ,: BEAM TOTAL FASTENERS SIZE BOTH SIDES "a" "b" 2x4 5MB 14 eo #10 SMS NA NA 2x6 5MB 22 eo #'0 SMS NA NA 0 2x7 5MB 30 eo 610 SMS NA NA 2x8 5MB 34 eo 6'0 SMS NA NA 2x9 5MB 38 #10 SMS DETAIL CD eo NA NA BEAM TOTAL FASTENERS SIZE BOTH SIDES "a" "b" 2x4 5MB 16 eo '10 SMS 14" 4" '10 16" 0 0 0 0 0 0 0 0 2x6 5MB 24 eo SMS 4" 0 0 0 0 0 0 0 0 2x7 5MB 28 eo '10 SMS 16" 6" 0 0 ~ 0 0 ---- --- 40 eo S'0 SMS 20" 6" ---- --- 2x8 5MB .32 eo 12 SMS 20" 6" EXTERIOR GUSSET PLATE 2x9 5MB 40 eo I'O.SMS 20" 6" .32 eo 12 SMS 20" 6" DEl AIL @ BEAM TOTAL FASTENERS SIZE BOTH SIDES "a" "b" ~ ~ t ~ALUMINUM STRUCTURES MASTER PUN EtdmRl.NC. @ COPYRIGHT AL. INC. 1994 - ~ ~ ~" I - I t I. I I :1 C I SLAB DETAILS S\JIMMING POOL ADDRESSING EROSION ENCLOSURES ONLX "'\ ~..' '1, \ . 2' MIN. BErORE SLOPE .. 1ffj- ~IIC.4:'TJ1l1fEII -, "-=:11 . I i, I! :1 " ~ I . i, f'i - I . i I ;11 ; I! ,- . , lust meet or 'exceed the.". '. .': ': .: , the building official. ~ ~:; . :; .:. :; .J. .. .(:>.",; -;\.; . :.~:~.: llillL. HOME OWNER MUST BE MADE AWARE or THE POSSIBILITY or EROSION AND SHALL BE RESPONSIBLE rOR MAINTENCE TO rORESTALL rAILURE "'ODERA TE SLOPE rOOTING t\ 1 TO 3: 1 rLA T SLOPE / NO roOTING REOUIRED o TO ~; 1 .lif'T'IO- . \. - . . A IO"5~' . ed, as these surfa~~_ CONT. . . . .. .. . ;, 1 ~j \ .: ,)PE rOOTING .GREA TER :L rOR EROSION I , I Ii I AL TERNA 77'.-[ FASn WORKING LOAD VAl !I' ii 'I I, 11 I' II FSTNRI 1M STRUCTURES AlASTER PLAN /G, INC. @ COPYRIGHT AL, INC. 1994 145J :: [ BEAM TO GUTTER DETAILS I -- -- ~ -- 2" x .075 ALUlA. ANGlE (Ul (1) 0 EACH BEAJ.IlOCAllON (2)-"0 SlAS SEE QJTTER TO r ASClA DETAlS (4)-112 x 3/4" SlAS INTO GUTTER (I" "'IN. SEPARATION) 2" SlAB SEE SPAN CHARTS (4)-112 x 3/4" SIIS EACH SlOE '8 SlAS THRU CHANNEl INTO BEAll ~5' 2 1/8" xlI /2" flEC. CHANNEl .062 2" SIIB SEE SPAN CHARTS (4)-'10 SlAS INTO BEAJ.I ( EACH SlOE) (2)-'12 x 3/4" SlAS INTO. CUTTER (I" lAIN. SEPARATION) 16 SIIS THRU CHANNEl INTO BEAJ.I ~5' ~ 2 1/8" x I" REC. CHANNEL .062 ---- ------ 2" x .075 ALlJI.t. ANCl( CUP (1) 0 EACH BEAll LOCATION /" 2" SlAB s[E SPAN CHARTS 2 x 2 tlTERNAll y r ASTENEo TO BEAM 'MTH (2)-"0 x 1 1/2" SlAS (4)-"2 3/4 SIIS EACH SlOE (4)-1'2 x 3/4 SlAS INTO QJTTER (I" "'IN. SEPARATION) 2 1/8" x , 1/2" flEC. CHANNEl .062 4~' ---- ~ ----- ",/ 2" SIIB SEE SPAN CHARTS ...., DOOR JAJ.IIl INTERN ALL y r ASTENED TO BEAll \11TH (2)-,tO x 1 1/2" SIIS SEE QJTT[R TO r ASOA DETAIlS 4-~' (4)-112 x 3/4 SlAS EACH SlDE (4)-"2 x 3/4 SIIS INTO CUTTER (I" 111'( S[PARATION) 2 1/8" x I 1/2" REC. CHANNEl .062 NOTE: AL ENGINEERING, tiC. DOES NOT WARRANTEE. EITHER EXPRESSl. Y OR II/PUrO, THE STRUCTURAL INTEGRITY or THE EXISTING STRUCTURE. ALUMINUM STRUCTURES MASTER PUN tc. @ COPYRIGHT AI., INC. 1994' 49 \ GUTTER TO FASCDA DETADLS \ r: ~ 10 . :5" SCREWS 0 EA. CUP<ID 2" . .075 ALUM ANGLE CUP 0 EA. BEAM@) I I '1'fASTEN fASCIA W 2 \0 SCREWS INTO EA. RAFTER \V MIN. 2" PENETRATION- (MAX. 24" O.C.) SPACER FERRULE 0 EA. B~ RIGID ALUM. OR PVC PIPE ) f2\CONTINUOUS ANGLE. \ . 2 0 B. OR WOOD WEDGE \6ITO PLUMB GUTTER WHEN REOUIRED f~ GUTTER W 10. 2" .3 0 , or O.C. - STAGGERED 2" REF. SIMILAR DETAIL ABOVE fOR lYPICAL NOTES. If I i I 11 II REF. SIMILAR DETAIL ABOVE fOR lYPICAL NOTES. .--/ (REf. BEAM TO GUTTER DETAILS) " S' STRUCTURAL GUTTER ~ MAY BE REVERSED USING SAME fASTENER PATTERNS 2. X - DENOTES ORDER OF INSTALLATION PROCEDURES " 3. ENGINEERING, INC. DOES NOT wAAAANTEE. EITHER .EXPRESSLY OR ~ 'MPlIED. 1HE smucTURAL lNTt:GRlTY OF niE EXISTING SlRUCTURE. SGF ALUMINUM STRUCTURES MASTER PUN lie. @ COPYRIGHT AL. INC. 1994