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Home My WebLink About07-6619 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 RESIDENTIAL SWIMMING POOL 6619 Permit Nu Permit Class of Proposed 6619 SWIMMING POOL RES. POOUNEW SINGLE FAMILY RESIDENTIAL Address: 38131 KELLY LYNN CT L ZEPHYRHILLS, FL. Township: Range: Book: Lot(s): Block: Section: Subdivision: CHARLESTON OAKS Parcel Number: 02-26-21-0280-00000-0080 37,550.00 4/12/2007 374.00 374.00 Name: SCALETTA, LAWRENCE Address: 38131 KELLY LYNN CT ZEPHYRHILLS FL 33542 Phone: LS AND SPA CO, INC COMFORT ONE AlC & ELECTRIC MIRAGE POLS AND SPAS CO, INC 1 i BUILDING FEE PLUMBING FEE ELECTRICAL FEE y:;; y"..h~J 7 rf .-") f)t/ ~- vr-tJ / POOL STE L POOL DEC & FOOTER POOL ELE TRIG BOND POOL PLU BING/PRESSURE_ FINAL REINSPE ,ONEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are n ssary due to anyone of the following reasons: a) wrong address b) condemned work resulting from faulty nstiruction c) repairs or corrections not made when inspections called d) work not ready for inspection hen called e) permit not posted on job site f) plans not at job site g) work not accessible. ddition to the requirements of this permit, there may be additional restrictions applicable to this property that. in the public records of this county, and there may be additional permits required from other governmental s water management, state agencies or federal agencies. The paymen of inspection fees shall be made before any further permits will be issued to the person owning same "Warning owner: Your failure to record a notice of commencement may result in your paying twice for improveme ts to! your property. If you intend to obtain financing, consult with your lender or an attorney before rem ing iyour notice of commencement." . ~-~ CO TRACTOR PERM IT OFFI CALL FOR INSPECTION - 8 HOUR NOnCE REQUIRED PROTECT CARD FROM WEATHER City of Zephyr hills BUll.DING PLAN REVIEW COMMENDS P(M:)C'...i:, PJL~'Ylf ContractorlH fn \ -'"'a' ~ Pc:~ I S(Y1,/") ! 3. d/-O"7 Date Receive : Site: 3'i$ i 3l K f) l ( ~ 1/.....'i V) Y) (l t- - wt--tr PCY~ Permit Type: Approved w/4o comments:D " Approved wIthe below comments: , Denied wIthe below comments: ~ ()) t sheet shall be kept with the permit and/or plans. ~. 1$ f~J Date Contractor and/or Homeowner (Required when comments are present) PRIVATE SWIMMING POOLS & SPAS REQumED INFORMATION FOR INSPECTIONS & POOL APPLICA TrONS FBC 2004 CHAPTERR4101 I ~~ ;';~ ~ Pasco County requires the following infonnation to process permit applications for private swimming pools. A}1>plicants are required to provide a pool layout showing: 1, The pool with a c:om~lete plumbinll Dlan showing the location of the mechanical equipment and the plumbing lines, vent lines, pipe sizes, flow rates, and pressures. 2. The layout of the pool with dimensions showing steps, swirnouts, ladders, and other features. 3. The spa with a plumbing plan. 4. The deck with dimension Showing relationship to the house. 5. Location of windows and doors that have access to the poolfrom the house. 6. The location of the child barrier fence. Applicants are required to provide the following information: 1. Pool V olome /~ Oc)O gallons JA]CVSEE.-12 ; )/t1O/",f 2. PumpMfg.~ro~ Model No. Hp. /%L TumOverRJrte_GPM 3. Filter Mfg. VL/' Model No.tlE $I?/? . Flow Rate 7J... GPM 4. Pool Heater g. Model No. 5. Anti.Vortex Covers, Mfg. Jlljlt.Ju-c1 Model No. SPJOS'I/jt/ A~plicants are required to provide design drawings showing pool and spa requirements designed to meet the Florida Building Code 2004 certified by a Flodda registered engineer or architect. .,. '" '" The applicant shall p~vide two eODies of all the above information; · * * .*. this information shall be supplemental to the normal permitting "'** * * ole materials neCessary 3:t intake. >11* '" DAVID NORRIS ENGINEERING * ENGINEERS * PLANNERS * * PERMITTING * 112 COLEMAN ROAD WINTER HAVEN, FLORIDA 33880 (863)' 299-1 048 I\OASTER PLANS - 110-150 MPH WIND REGIONS ALU INuM PATIOS, CARPORTS, SCREEN ROOMS, POOL E~CLOSURES & DETAILS NO E: STRUCTURES DETAILED IN THESE PLANS WERE DESIGNED WITH THE 2004 FLORIDA BUILDING CODE AND 2006 SUPPLEMENT IS cCi>VER SHEET WILL SERVE AS A BLANKET CERTIFICATION FOR ALL THE ATT . HED1~TEMS UNDER CHAPTER 61G15-23, SECTION 61G15-23.002 OF THE FLORIDA DEi ARTIIIENT OF PROFESSIONAL REGULATION. THE ITEMS ARE ENCLOSED IN A SEALED BINDER WHICH INHIBITS TAMPERING. --------) / -::;/2 f-L~~:(c> ~ ..:::. -'': ~ -;./"~;..- ~ '. - :. DAVID R. NORRIS, P.E., P.S. & M. ~ ;;:::-- ~ - /. .-. . FL P.E. # 32186 =: ---:.' :: '::- ::. .----, .-:::- - - ~~~~~~ ~;:~~ L '1hrf... ~ \}t.Y.2 ~ ~ 01. ~jJ BurUHNG OFFICIAL Ct _ _ . <<~' -------------<>:! ","- - . . '. DAVID NORRIS ENGINEERING * ENGINEERS * PLANNERS * * PERMITTING * 112 COLEMAN ROAD WINTER HA VEJ'I, FLORIDA 33880 (863) 299-1048 MASTER PLANS - 110-150 MPH WIND REGIONS AL INU" PATIOS, CARPORTS, SCREEN ROOMS, POOL EtlCLOSURES & DETAILS NOE: STRUCTURES DETAILED IN THESE PLANS WERE DESIGNED WITH THE 2004 FLORIDA BUILDING CODE AND 2006 SUPPLEMENT HIS cPVER SHEET WILL SERVE AS A BLANKET CERTIFICATION FOR ALL THE ATT CHEQ ITEMS UNDER CHAPTER 61G15-23, SECTION 61 G1S-23.002 OF THE FLORIDA D PAR'ltMENT OF PROFESSIONAL REGULATION. THE ITEMS ARE ENCLOSED IN A SEALED BINDER WHICH INHIBITS TAMPERING. ~ . . . .- .,.." . " ~ .. ", .'Y''''_ . . '. . ~ Vi L. . ....X.'"- ---~... r/, 2 t .- . -/ -....- . ~::. -::---:.-'~ -~ ~_..,-/_~ .. . . ~ ,- r '"'~ . ::: -:.-' ; ,...../ ~,;.:: ~ .~ -. DAVID R. NORRIS, P.E., P.S. & M. ::: ".;;:; .:..:. - /_""~ FL P .E. # 32186 =: ~ ; '.-~ '::" :"".' ? - . ~:~J-l~~io4-j; s.~J/- :..~_? {;{I . -' ~/IP _r? .- ...~..~....-:-' ----.,.:._____,.....,... r./".--;: .. -" ~........ -.. .';;. : ,........:...";..~....'.. ;.._ h(' "....",: 1: \ ? 19ft. Oft. J/ HEVIEW OATE:J;1. b] CITY OF ZEPHYRHI, .'.. BUlLDINC; OFFICIAL- '_'.. .K 70ft, ~ ~ 2bft. ~ ~ ,., =' ~ ,., Cl> ;:r t:5 ~ ,., 6\ ;:+' Oft. ~ ~ Re\.hse"d .7 7~.Jh-- MIRAGE fOOLS AND Sf AS SCALETT A A De6iqn by: Peter 9avti1 Criti;al~ 8l3-3Rr303 3128/2fXJ7 ~ * 1] ~. !I '5.~ ffl n p 5' p lofl 2007-MClr- 9 09:11 AM PROGRESS ENERGY 8137150824 1/1 ~ Progress Energy March 29,2007 Mirage Pools & Spa's 6440 Fort King Road Zephyrhills, FL 33542 Phone: 866-824-7894 Fax: 866-824-7894 SUBJECT: PROPOSED SWIMMING POOL CONSTRUCTION AT: Scaletta Residence 38131 Kelly Lynn Court, Zephyrhills, Florida Dear Valued Customer: Thar"lk you for notifying us of your proposed swimming pool construction at the above locatIon. We have checked our facilities for this location and there does not appear to be any conflict with the location of the pool. Therefore, we have no objection to the proposed construction. Priot to diaaina please call Sunshine One at 1.800-432.4770. Florida law reauires ~vators to call this number so that underaround utility eauipment can be ~Jed before excavation to avoid personal iniury and damaae to eauiDment. If you have any questions or require any additional information, please call our office at 813-783-6944. Sinc~rely, PROGRESS ENERGY FLORIDA, INC. Darryl Foshee Distribution Engineering DF/~ltn SOUTHCOAST DIVISION ENGINEERING. 4121 St. Lawrence Drive. New Port Richey. Florida 34653 Telephone (727) 372-5159 Fax. (727) 372.5117 PROGRESS ENERGY I I , ., f' <.. W JND 'BRACiNG DETAIL /. i~~V~ '" . . lE V "'.~~ )q. .... ~.. (71'P.) t1/ACi"QVAI IIfND _ L / BRACING w,Mi"l (z),"'~.17 (TDE) SAU. 1# rA.' END . . - - '-AL7DWA7E' BRAaNQ .~0CA71ON .* CPTIONAL BlMCIN(J NDT REQIJIRED FOR IfIM) RSONS $ 120 IIPH . RUN ,~ I.S" PRlJ.1 I'LAI!I ~~. PW/M ~ ~ 1/.1" ~ _cr~ ~' l!3. ..." ~ j'lx. 1/. ~ FRONT WALL (TYP.) PI;AN 3J'...,.. PROJ. / X. ~~; ., -. -r- /. / x. '~~h ... ;:1 IX ...'>( .. V[x:~,X" PLAN 41.....". PROJ. '" _____ I\.. '" X' ~ ;1; ~m ~~~ / @i~~ /\ i~~ lI't;rl. ; If' hi Pt'J.OI r.A r.F". . ~.. ". 17 . · EACH A11lJITll1NlU.. : EXTERl/JR .&4 Y 1JEYI1NJ1 4J'-8'. ./. -........:: IIJST. 1JE 1JJW:DJ · .B:!!t .. .... tIQ1E; ~ PIJRUNs . DlAGaiAL WND I1RACJNfJ SHAJ.L BE I/I7ERE1J m ... ....~ . !il#......:.. "'"... ~""~)I, . ROOF~~POSt-, :gf//f~~PWE .: Kll! ~ - ,..n ~ ,"'= .~ I .-:..r SlJRt>.CC _.. ....; II I~j ~I/~ T __.~~~~.. Qt. 1/ ~ 'LEJ .. / (a lJRAClNG .; _.J I LI\ . I = 1__ TABLS). .... . . · !/' ~ \ l/i;u'r_-;.{\: _~Ala" I........,~ i mr "... :J~' 7~~ NDN....f"Ja^ ! pnnl CAGF ~" 1/ ~ ""' iRA"fmrr ... (SEE DETALS BELOIY) A!J~ ~~. _L.. . SEv. .- ~ . ~~- TYPICAL POOL CAGE ELEVATION CORNER. 1/ ~REQtJJRSlBffl ~ POST' -.. /......... :LstDE WALL. NOTE: MAYBEUSED.~;JRf5fE~fc~~ RAIL TOP $ 70' HEIGHT (l/lliD s 120 IIF'H) . . cmt:' ftf: . B' HEIGHT (l/lliD >- .1l!O HPID . . . I:IIl:lEaIlJN. txJNNI:mJ, __ rJN Dn'AH. ~Jt!r _ ~.: t.) $17E SPECIFIC SHALL BE REQUIRED FOR: A. FREE-STANDINfJ S1RIJCTURES .._ PLA7E' /: . . 8. WAU.n~ > 111' c;. RO(F HEIGHTS> 2$' D. NO.'(F EXTERIOR WALLS> J W/ (4) #/0 SIIS..NatBm '<V .... Eo WALL ~ > "'-AlaI!' HOST: STRUCTURE WALLS 0 .6ft"' a.c I/IN. 2J ALL SCREEN~ 1M" OR LARGER J.) Fat EXPOSURE. ,.IIUL RY ALL WALL AREA. VAU/S BY.76 (ROOF IEWS ARE NOT AFFEC'IED) IS! ~2" J('. 4.)IN1DAL~TEIRA '!.!~ (I'..~CtBle '.x2....QPEN.BAQt. OR l:. '~05tn 'Wjf4)'1I0 SItS . K-BRACE - -~~ . /fo IIIN. ~or 4) jItL PO<<. . ~F: IJRACINfJ (PURUNS) SHALL BE IIlN. 2"0\'2': BJ PIJRI.JN$, OR IIWrATTACH 7D IiIE'AA(, OR a:v.. U7IJZJNtIIN7ERNAL SQIlEW . .. ~ J( 2- BaSSES {IIIN. (~ 110 ~ ~ OR IN7ERNN. OR EXTERNAL. l' ~ OR V CHANNEl.. : .: 1 a, . W/t'MK.(2)IID iIs/j av. '. '.. ~.~~CHAJRIWL' 7.) CABl.E BRAaNfJ (AT EA. END) SHALL BE ANCHORED W/ IIIN. '(4) 110 ~ . Z- J( Z- OR (t) J,..r_ (N' ':m1JlN. 5IiBm.) CONe. ANCHOR OR (2) 7/"._ (N 7 fI2" MIN. EJJBED.) . . K-BRACE CONe. ANfHJRS UtI 4" (NOMINAL) CONC stAB. L...-.. ~~"'t:' .-- IA'W ",.~ ~)~ ~ It..OII'' It r LQ. 7. A.) PAIR (F t (21 ItAl"_ s.s. CABLES BRA. CElJ. IN OPPOsITE W, 001 a.c STAfJGI9i'm DIRCC71ONS, 467() ~..,ft (A/IN. (2) PER. 8.) ALL CWID ~ fALi. A7 :i4Q1f FROM THE TOP IWL 7D THE BASE ALlJU.. PMr r -/ 2. STANIWfD.. .;,;, RULES APPLY ro CALCULATE NUMBER OF ~ ,.,,;. CABlE li'ADrS (1.& 2. ~ 2.~I-3') . BRACE ~ "'.." ....- A. (t) PAIR OF is.:.'!!.f.REQUJREJJENT B. salEEN AREA - T ........ AREA + '/2 SIDE WALL .cmt:' ..,"'" A.) USE S4UE. W AS F1I'PNT WALL B.) salEEN "".." , .. ....ro WALL AREA C.) PAIR OF ~ -(t) ciGiE BRACED' BAa< 7DWARD HOST D.) tJQ C4BlD _ _,6D SF. CII .'0' - 'tJD.~ f!" · ,. f ~ . ALLOWABLE SCREEN .~~~ BRACES (S.F'.) 480 394 J50 JOO twNO REGION . '(MPH) ~ 120 ~ 130 " ~ 140 ~ 150 . calNE1t POST - IIIN. oJ'W"-1 BO!JDII PLATE \.-- (.~.. 5'"lt B~06. PLATE . . . . . .. DI A A' "7.~ BASE L...W:IL1 PLA TE THESE STRUCTURES DES7GNED KITH. THE 20tU . R.ORIDA BLDG. CaJE W/ 2006 SUPPLEIIENT ct CHAP. 6 OF' ~ 7 FOR 110-150' UPH WIND &aoaTY (J sm GlIS7J EX1'OSVRE B ct C. H::IID .AF7ER'2-1-09 . "".77. . . 1_~~_n'7 DA ~ NORRIS ENGlNEERlNQ. 11~ ca.EJJAN RD. . KINTER 'HA~ FL J3880 Pg 1 A (863) 299-1048 RE. J2tBS .- FOR WALLS:' - 7ZD IJIIH) ~ 7JID IIPH) ',' . I I ....- ---: f sx=. 3S E Qi ~i ~ . " . DR. ~ - N . SX=. 35 , SX=. 23" .,! I 3- I I 3- I I 3- I B' xB' PA TIO 3' x 2' PATIO 2' x 3' PATIO ~ ~IMi . COLUHN HE:IGHt ~ Is:P.4CIMi COLUMN HEIGHT ~ ~IMi COLUMN HEIGHT I#'H 110 12' 130 110-150 I#'H 110 120 130 110-1 II'H 110 120 130 140 ISO 3' 7' -5' 7' , 1"::"...9' 8'-8' 3' 9' -5' 8' -9' 8'-4' 10' -8' 3' 1 0' ~7' 9' -10' 9'-3' 8' -7' 8'-0' '1' -9' 4' 6' -9' 6' , 6' -2' 7' -11 ' 4' 8' -7' 8'-1' 7' -7' 9' -9' 4' 9'-8' 8'-11' 8' -5' 7' -11 ' 7'-3' 10' -9' 5' 6'-3' 5' l' 5' -7' 7'-4' 5' 7'-10' 7' -5' 6' -11' 9'-1' 5' 8'-9' 8' -3' 7'-8' 7'-4' 6' -7' 9'-10 6' I ~, -9' 5' , 5' -2' 6'-10' 6' 7' -3' '-10' 6'-4' 8'-6' 6' 8' -2' 7' -8' 7' -1' 6' -9' 5' -11 ' 9'-0' 7' I !ii' -!Ii' 5' 4' _,fJ4 6'-6'- 7' ~, -9' '-4' 5'-11' 8'-0' 7' 7'-8' 7' -1' 6' _'7' 6' -3' 5'-6' 8' -5' 8' 1_" -1' 4' , 4' 1-6' 6'-2' R' 6'-4' 5'-11' 5' -7' 7'-6' 8' 7'-2' 6' -8' 6'-2' 5'-10' 5'-2' 8'-1' 9' 4' -10' 'I' 7' 4' -3' 5' -10' 9' 6' -0' 5' -7' 5'-3' 7'-2' 9' 6' -9' 6' -4' 5'-10' 5'-4' 4' -11' 7' -10- MAX. ALLOWABLE B "AM SPI4N = 4'-2' MAX. ALLOWABLE BEAM SPAN = 6' -4' MAX. ALLOWABLE BEAM SPAN = 8'-0' ~...~ ...- -t SX~ 70:: J} B' X 4' ~ .120 ~ TILT SX=. 98 \.. - -:250 1044 I 4. I A SX=. 55 t .,. 2' x 4' PATIO B' x 4' S. M. B. ~IMi COLUMN HEIGHT & ~I/Ij COLUMN HEIGHT ~~ ." 110 leD 130 140 150 110-1 I#'H 110 120 130 140 ISO 110-150 3' 12' -9' 1 ' -9' 11'-tJ' 10' -5' 10' -0' 3' -0' 3' 14' -9' 14'-0' 13'-4' 2' -8' 2' -0' 17' -4' 'I' 11'-6' 0'-1'" 10' -2' W'- . -~' 3' -rJ' 4' 13' -3' 1 '-8' 12'-1' 1'-1 ' 1'-0' 16'-6' 5' 10' -5' 9'-'" Q' ";;,0;' 11'- 0' '-_Iilf' 'P'-IO' 5' 12'-1' '-7' "-0' 0'- , rD' -1' ",' -6' 6' 9'-7' 9'-P' R''';;R' 11'-; I_~' 'pi -n' 6' 11'-2' '-H' 0'-" "i'-I 9' -3' 14' -6' 7' 9' -0' 8' -6' 8'-0' 7'- , '-2' " -3' 7' 10' -5' -, ,- "i'-4' 8'-, 11 ,.8' -7' 13' -7' 8' 8'-6' 7'-11' 7' -5' 7' -0' 6'-8' 0' -7' 8' 9' -9' 9'-3' 8' -9' 8'~..' 8'-0' 12' -9' 9' 8'-lJ' 7'-5' 6' -11 6'-6' 6'-2' 0' -0' 9' 9' -2' 8' -H' . 8' -3' 7'-10' 7'-6' 12' -0' 0;:- 5- I r- ~ t~ . H' 1 - -:100 10 SX=I.35 q SX=, 91 ../ .. , t 2' X 5' PA TIO 2' x 5 S. M. B. ~1M CDLI./HN HEIGHT & ~I/1j CDLUHN HEIGHT ~~ ." 110 120 1130 140 150 ." 110 lj!O 130 140 l:iO 110-150 3' 14'-4' 13'-8' 3'-0' 'P'-3' I' -7' 16' -10' 3' 18' -5' 17' -3' 16' -2' 5' -1' 4'-0' 21'-6' 4' 13' -2' 12' -7' 11' "-11 Yl'-3' 110' -7' 16' -0' 4' 1~' -8' 15' -7' 14' -7' '3' -6' , p' -7' 19'-1(14 5' 1 ' -1' 11'-7' 10'-11 0'-4' 9' -8' 15'-1' 5' 15' -2' 14' -2' 1,'rl'-3' 2' -3' 11 ' -5' 18' -4' 6' 1 '"-1' 1 D' ....8" 1 n' ";;f)I 9 -6' 8' -11 14'-1' 6' , -1 13' -()' 12' -2' 1'-3' 0'-6' 17' -0' 7' 1 '-3' 9' -10' 9'-3' 8' -9' 8'-3' 13' -2' 7' '"-11'112'-1' l' -4' 0' 4>' 9' -9' 15' -1(14 8' '-~' 9' -1' 8'-7' 8'-1' 7' -H' 12'-4' 8' '-1' 111'-'" 1 (}I -R' 9' -1 ' 9'-1" 14'-10 9' 8' -10' 8' -5' 8' -0' 7' -7' 7'-2' 1'-8' 9' , -5' 11 0' -9' 10'-1' 9' -5' 8' -9' 14'-0' TYPICAL ~ L.. UM if' NUM S TRUC TURAL DESIGN DETAILS SPACI. G - Jj 9UTARY LOAD WIDTH TABLES F[ I? S~REEN ROOMS & ROOFS ONLY -".... ,.... ...- tJDIE; hBf '~SBJ 20" WHEN CONTINUOUS ' 'Il' , C' 1) 8EAM SPANS AlA DESIGN LOADING t' P!~~) I " t>~e- OIER INTERIOR UMN SUPPORT 2) ALL 8EAM SPit} , ~1E7W. PIJI/UNS . 90' FI/AIIED COLUMNSI 11 0 MPH 13 18 ACROSS ROOF EACH POST IN SCREENED SIDE WALLS 120 HPH 15 21 3) VALUES MA Y ~ ~ IN . TED FOR. INTERMEDlA TE LENGTHS 130 HPH 18 25 OR SPACINGS WIND 'GION5o {~~ '/1:,~ 21 29 4) ALL STRUCTURA MEMS, S SHALL BE OF ALUMINUM ALLOY P.4. ~.~ 6063 T-6 ~I 110-150 HPH 10 10 5) FOR EXPOSURe ~~ MULTlPL Y ALL COLUMN HEIGHT VALUES 8Y .84 (ROOF iEAMS ,liRE NOT AFFECTED) 6) FOR COLUUN~E. PT SU~~TlNG PRIMARY ROOF 8€AMS THESE STRUCTURES DESIGNED WfTH THE 2004- COLUMN VALL/, MAY MULTlPUED 8Y 1.0S. FLORIOA 8LOG. coot W/ 2006 SUPPLENENT 7) FOR CHAIR RAIL IWALL JWRUN. AND K-8RA~ (SECONDARY tk CHAP. 6 OF ASCE 7 FOR 110-150 MPH MEMBERS) VAL ~ MUL'rf1PLY COLUMN HEIGHT BY 1.10 WfND VELOCITY (3 SEC. GUST) EXPOSURe 8 tk C. 8) ALL COLUMNS I~ MD 8EA~S ARE PRIMARY MEM8ERS; CHAIR VOIO AFTER 2-1 09 1_.77 1. .1'7_n7 RAIL,/WALL ~f lN5, K . BRACES, AND ROOF PURUNS ARE SECONDARY M. '8ER5o DA VlD NORRIS ENGINEERING 9) ALL 5oM.B. SEe ONS ~ALL BE STITCHED TOP 4t 80TTOM 112 COLEMAN RD. W/(1) #10 5oM. . 24 O.c. (MAX) WfNTFR HA 1if"N.. FL 33880 Pg. 1-8 (863) 299-1048 P.E. 32186 I I 6- 7- .120 V ] .1~ , 2' )( 7' S.H.B. ,] 2' )( 6' S. H. B. I- SX=1. 97 t055 SX=2. 541062 I t 2' x 6' S. M. B. 21 X 7' S. M. B. SPfICIM CDLUHN fEIGHT & S7W:IM CDLiMN fEIGHT l~~ NPH 110 120 130 140 150 NPH 110 1120 11'30 140 150 10-150 3' 'I' ~9' ' -< ' 9'-4' 8' -2' 7'-0' 25' -0' 3' 24' -8' ~-4' 'PP' -0' 20' -8' 9'-4' 29' -0' 4' 19'-4 '-J 17'-J 16'-1' ,- I' 23'-6' 4' 22'-7' 121'-2' 19' -1(], 18' .., '-5' 27'-1' ~ '- 15'- 4' -6' , - ' B '-U' 5' 2D'-9' R 8'-2' 17' - , , -10' ~' -3' ::;: ;:" ...::~.:.. .-4' - , -7' 6' 7l'~' '-' ~-O' '!Ii' - , '-7' '3' -5' -5' ,~ ~ '-3' II ll'-~' , - , '- , 4' - , '-7' '1"'-1;' 1'~'-PII:1t3 - , '~9' ,~ l' -" Er 7'-0' 1 '-1 4' - ty 13' -9' '-9' 20' -5' IJ.?-6 - '-j , -3' lTD' -6' 1 ' -1' 1;' 6'-2' 115'-" 4'~ 1 ~, -0' 2' -0' 19' -4' 8- 9- ~ .'22A- I!' )( 8' $. H. B. .??... 2'X9' X . 072 X. 224 S. H. B. ~ ~ SX-4. 44 f072 SX=5. 47 t072 j t t 2' x 8' S. M. B. 2' x 9' S. M. B. ~/tc. COLUMN fEIGHT ~~1~ S7W:ltc. ca..UHN fEIGHT ~~~ NPH 110 1120m J40 I J50 JJo-lSD NPH 110 J20 J30~40 ~ I JJo-JSO 3' 'MJ' - #: : :4: M-6' '-0' 3' 34' -3' 32' -10 3J' -6' -JO'IPEr-4' 4D'-rJI 4' '8'- - J -8' 4'-3' 4' 3"-8' 30'-3' 8'-J - -4 ..Wlf."'(]' .'i' 6'- ' , 4' -6' '- J' '-1" '1" -5' 5' 29' -4' 127' -11 ~-'P '-4' - J' 36' -(]' 6' .125'- i l' '2'-JO l' -6' 0' -3' 'n' -7' 6' 27' -4' 125' -1 J 4'-7' '-5' J'-(]' 34'-0' I ~: II: I;- 6' ~1'-3' 9' -1 J' 8' -8' 28' -9' 7' 1P5' -9':1-4' '3'-(]' -11 9'-6' 32'-0' RP J 9' -9' 18'-5' r7' -2' 27'-1' -R' 'P4'-4' ~, '-7' , -q<' -R' -4' 130' -0' , - ~ ~8' '8' -5' , 7' -0' 15' -JO' 25' -7' 9' 123'-J' '-9' 120'-4' - 0' 7' -5' 128' -5' 9- 10. .31.2.. 2' X 9' X . 072 X . 310 S. M. B. 3 " 2' X 10' X.092X.389S.M.B. 3 - .'Vl.Q SX=6. 77 072 SX=8. 53 1092 , 2' x 9' S. ~. B. 2' x 10' S. M. B. t S7W:IM COLUHNHEIGHT ~~1~ ~1M ca..UHN HEIGHT ~~ NPH 110 J2. J30 I J40 150 Jo-J50 Iff{ 110 J20 J30 1140 J50 JJo-J50 3' 6'- ' 34 -6' ~, -0' 132'-2' 11' -6' ,42' -0' 3' 41'-11 40'-1' 38' -3' 136' -9' '5'-6' 8'-6' 4' '3'- J 3;>' -5' flY - J 0'128' -11 ' 'lP-3' 39'-8' 4' 9'-4' 7' -5' ;~' i-r J -JO' 5' -2' 5' 1'- 0 30 -4' 8' -9' 1e6' -4' '5'-8' 37' -10 5' 1')' -Jo' , -rJ" ' , - , f,:-n ' 2'-6' 6' 9'- 0 28 -4' ti'-10'l24'-4' '3' -7' 36'-J' 6' 4'-6' P'-8' O'-J(P '-J' '-7' 0'-4' 7' , 0 26 -4' 4' - 0'122' -9' 1'-11' 34'-6' 7' '2' -5' 0'-7' 8'-9' 6' -3' 4' -9' 8'-6' 8' 6' II 24 -4' o;>'-10'IPJ'-6' 0' -7' ':I3'-n' 8' '0' -7' e'-9'_-lO' 4' -9' '3'-3' 6'-10' 9' 4'- J' 23 -4' l' -10'120' -tl:' Q'-6' 31'-6' 9' 9'-(]' 7'-2' '-4' '3' -6' ~'-n' 5' -2' rXPGSURr TYPICAL ALUMINUM COLUMN & BEAM DETAILS ' B' , C' DESIGN LDADING ( PSF> ( PSF> TABLES -DR CDLUHNS, 110 HPH J3 18 SCREEN ROOMS & ROOFS ONLY 120 MPH 15 21 /iD1E; 130 MPH 18 25 1) 8EAN SPANS MA Y ~ INCREASED 20" 'MIEN 140 MPH 21 29 CONTfNUOOSI )~ " 7F:RfOR COLUMN SUPPORT 150 HPH 24 33 2) ALL BEAM .~ ""Sf UmlAL PUR1JNS ~I 110-150 MPH 10 10 o 90' FRAM~ IF ACR ROOF 0 EACH POST IN SCREENED SI. F ..: 3) VALU~~ M~ BE IN 'POU.TED FOR INTFRMEDIA 'FE: THESE STRUCTURES DESIGNED WITH TH~ 2004 LENGTHS SPACI. GS OR WIND REGIONS. FLORIDA BLDG. COD~ w/ 2006 SUPPI..EJ.i~NT 4) COLUMN cI: 'CAMS . 'ALL Be OF ALUMINUM ALLOY ~ CHAP. 6 OF ASC~ 7 FOR 110-150 MPH 6063T-6 WIND vaOCITY (3 SEe. GUST) EXPOSUR~ B ~ C 5) FOR exPos. OF ~: ~ 11P/. Y AIL CO<.lRIN /EJGHT VALues BY 1 lU (R BEAMS ARc NOT AFFECTED) VOID AFTER 2 1-09 1_.77 1_17__n, 6) FOR COLUM~ Is NOT 'PPORTlNG PRIMARY ROOF BEANS DA VlD NORRIS CNGfNrrRING COLUMN V~ UCS II. Y Be MULTlPUED BY 1.05 7) ALL S.M.B. ~ ~TfOH SHALL Be STfTCHED TOP cI: BoTTi:JM 112 COI.DJAN RD. w/ (1) 110 is,M.S. 24. O.c. (MAX.) WINTER HA \.'EN. FL 33880 Pg. 1-C (B63) 299-1048 P.CO 321B6 (2) 1/4-_ STL SOL TS 2 X _ 5.U.B. :::I I ~ .~ U ~ If) .... IS ::t:""" VlNG CHMlNEL Sn. SOL TS rm - 1FKS EA SIDE T X ::s- COt. * * /iDIE; FOR 2 X B AND 2 X 9 5MB(S)- ADO 50% UmE CONNECTORS (SCREWS AND BOt.. TS), .F'oR 2 X 10 5MB - FjEAM TO GOL U M N ADO 1Ot>>r UmE CONNECTORS. N. T.S. 2 X _ 5.U.B. * * [ 2 1/8- REG. CHANNEL W/ (2) EA. 1/4-_ S1l.. BOLTS EA. DIRECTION QB. (2-JC2-X.05O- ANGLE EA. SIDE OF BEAM FASTENED SAME AS CHANNEL (TYP. EA. SlOE IF CONT.) 2- X _ KNEE BRACE o 45' ANGLE (~--"AX. LENGTH [ 2 1/8" AL/JAI. REC. CHANNEL W/ (4) "0 X ::S/4- 7EKS INTO CONN. 0 POST/BEAM Ie (::S) 110 X ::S/4- 7EKS EA. SlOE OF REC. CHANNEL INTO KNEE BRACE. 2 X _ 5.U.B. (2) EA. 1/4-_ S1l.. BOLTS rm (6) 110 X ::S/4- 7EKS EA. SIDE ** [ 2 1/8- REC. CHANNEL W/ (6) EA. 170 SMS (2- AIlN. EIIBED.) INTO HOST STRUCTURE (WOOD) QB . 1/4-_ TAPCONS x 2 1/4- 0 1 1/2- o.c., STAGGERED (UIN. OF 2 PER CONN.) QB. 2-JC2-x.050- ANGLE EA. SIDE OF BEAM FASTENED SAME AS CHMlNEL BEAM TO TlNUOUS 010fR COLUIIN (SPUCES SHOULD FE ::S'-4' ~ COWMN Ie STAGGERED.) 6 IT. (1IIN.) NOTE: ~F.F. BEAM SPAN IS ----1. UEASURED ro POINT OF f<NEE~BRACE. KNEE BRACE N.T.S. ~ 2- X 2- - 4' IIAX. LENGTH OR CONNECTION DETAILS ~:~~:: i'~"~G~GTHrm B AM TO BEAM TO BEAM N. T.S. 2 X _'s BUTTED TOGETHER OPTION 2 DETAIL (INTERNAL GUSSET) M.B. SLOTTED OVER 2 X _ S.M.B. nON 1 DETAIL ~ 1. SPUCE DETAIL SHO'Mi IIA Y SEROTA TED FOR MANSARD APPUCA TlONS 2. AlAINTAIN litH. 1/2- FROM SPUCE PLA 7C PER/IETER TO l OF' SQIlEIIS. .1 ALL SPLICE PLA7ES ARE AI..lJIIJNUI/ ALLOY 6063 T-5 x REQUIRED THICKNESS (SEE TABLE) 4. SPACE ALL SCREIS (::S/4- I/IN. LENGTH) EQgAJ.L Y AROUND PE1fIME7ER (STAGGERED F NElDS4R~ 5. SPACE 114 0 ,- IIIN., 172 0 ::S/4- IIIN.. AND 110 0 5/8- WN. 6. CUT TOP OF $.11.8. TO FIT TIGHT ALONG \OTleAl. JOINT. 7. DRAWINGS ARE N. T.$. BE M SPLICE ETA/LS L.::sxh THESE STRUCTURES DESIGNED WITH THE 2004 FLORIDA BLDG. CODE W/ 2006 SUPPLEMENT Ie CHAP. 6 OF ASCE 7 FOR 110-150 MPH WIND VELOCITY (3.see. GUST) EXPOSURE B Ie C. \IOfD AFTER 2-1-09 . DA VlD NORRIS ENGINEERING 112 COLEMAN RD. WINTER HA VE1i. FL 33880 (863) 299-1048 P.E. 321B6 Pg. 1-D 2' X2' CHAIRRAIL OPTICMItL { 2 1/8' X I 1/2' IN LI~U OF (2) L I' X I' X 2' 2X-#-PDST 2')(2' CHltI OPTIONAL 2x2 DR 2x3 TOP PLA TF 11/ (3) #10 SHS INTO SCHEll B~S (HIM I') OPTIONAL POST TO BASE CIJNNECTIC/Nt (FDR 21<2. 21<3. & 2x4 PA TIO SECTION) V/ (3) #IOxl 1/2' SHS TOP ,PLATF 1')(2' (TYP.) I' X I' X 2' ANGLE CLIPS ~1tCH SIDE OF POST 11/ (4) #8 X 1/2' S. H. S. DR ( 2 1/8' (DASHDJ) , I' X2' BOTTOM. PLA 'E 1')(2' BOTTOM PLA TF 1/4- )( 2 1/2" CONe. AB. o 24- D.e. ... o .. ..0 0 . 1/4- )( 2 1/2- o .. . 0 .. CONe. AB. o 24- D.e. POST TO DECK N.T.S. .. '. '0. .... .... (2) 110 x 3/4- S.U.s. EACH SlOE (1- D.C. SPACING) ,-x 2- BASE PLATE: (TYP.) "",.. 1/tIIlT1118 t:tII.IMII AIIt:HOIl 1iI'i2& I'OIIIrIND IIIIIIIOII ~ f.1IPII (TYP.) 2-x _- '2-x 2-x .125- ANGLE EACH SIDE * ONL Y (1J 3/8-. A B. H~QUIRtD FOR COLUMNS < 5- PAVER POOL DECK DETAIL WITH NEW SCREEN ENCLOSURE N.T.S: tI/JIE! GUSSE:T HIt Tf:RIItL SAlE AS UPRIGHT ftNI) 1/16' HIN. THICKNESS 2'x2' HIN. PlRLIN RECEIVING CHANNa. (1/16' DR GUSSET PLA TESII/ (8) #10 S. H. S. ~ACH SIDE UPRIGHT/CDLUHN PURLIN TO UPRIGHT/ COLUMN DETAIL N.T.S: THESE STRUCTURES DESIGNED WITH THE 2()(H FLORIDA BLDG. CODE W/ 2006 SUPPLEMENT c:t: CHAP. 6 OF A5CE 7 FOR 110-150 MPH WIND VELOCITY (3 SEC. GUST) EXPOSURE B c:t: C. VOID AFTER 2-1-09 _ DA 11I0 NORRIS ENGINEERING 112 COLEMAN RD. 'MNTER HA lIEN, FL 33880 (863) 299-1048 P.E. 32186 Pg. 1-E BEAM TO POST CONNEC.TIONS 7/8- " .050- RECEIVING :70 2--,,- POST W/ 'S " f!- O.c., STAGGERED 701iEAM W/ "Ox3/4- c.. STAGGERED, EACH SIDE:. '2) L 2~1t2-x.050- I/A Y BE OF RtEtVlNG CHANNEL. 2 X 3.- TOP PLA'IF W/ (2) #10 S.I/.5. [7 7/2- I( CHANNEL "Ox3/4- ANDSEClJ. TEKS " ,- NOTCHm 2- X <t 5.1/.~ TaESCOPED OI.f'R 2- X POST AND SECURED W/ 170 X 3 - TEKS " 3/4- O.c. STAGGERED ON EA. SIDE t/D1E: 5.1/.B. USED AS POST I/A Y 1FLESCOPE 0\9 5.1/.B. USED AS BEAM OPT/ON 1 DETAIL N. T.S. OPT/ON 2 DETAIL N. T.S. 2 X 3 INTERNALL Y SCRE1IED W/2- X "0. ((4) / COL.) #10 X 3/4- " 3/4- O.c.. STAGGERED ON EA. SIDE. NOTCH 2 X-S.I/.B. 70 OVERLAP 2 X-POST 2 X :s SPECIAL 2 X 2 X .040- , X 2 TOP PLA'IF #10 X 7 7/2- INTO 2-)(2- " 24- O.c. (I/AX.) 2 X 4 (l/IN.) POST o TION 3 DETAIL N. T.S. 2 X _ S.I/.B. OPT/ON 4 DETAIL N. T.S. CONNECT [ CHANNEl... 70 FASaA W/ #10 X 7 1/2- 5.1/.5. " 7- ac. STAGGERED [ 7 7/2- X 2 , X .050- RECEIVING CHANNEL W/"O 3/4-' TEKS, " ,- O.c.. STAGGERED ON TH Slots. NOTE: I/IN.' 7/2- FA5aA THICKNESS, SECURED 70 END OF TRUSSES W/ (2) #10 X 3- 5.1/.5. TO FASCIA CONNECTION N. T.S. THESE STRUCTURES DESIGNED WITH THE 2004 FLORIDA 8LDG. CODE W/ 2006 SUPPLEMENT cl' CHAP. 6 OF ASCE 7 FOR 110-150 MPH WIND VELOCITY (3 SEC. GUST) EXPOSURE 8 de C. VOID AFTER 2-1-09 DA VlD NORRIS ENGINEERING 112 COLEMAN RD. WINTER HA \lEN, FL 33880 (863) 299-1048 P.E. 32186 Pg. 1-F SUPER GUTTER CONNECnONS 2- MfDf' X .050-., UDED STRAP . EA. BEAM CONNEC71ON W/ 1/"-- X 2- G smE"W THRU STRAP INTO FA5aA. (2) "0 X 3/"- TEKS (2) I#ltbcy SCRD/S ~ EA. RAFrrR (TYP. ) . (PRE-DRILL TO E"NS~ HITTING RAFTEr? TAIL) P. T. LUllBER BLOCKING (CONT.) IF RE"Q'D. - X .050- SECURED TO GUTTER W, 110 X 3 '4 So . 1 o.c. STAGGERED AND TO BE"AII W/I10 X 3/"- TEKS. . ,- D.C. (STAGGERED ON EA. SIDE) DP710NAL STRAP CONNE"C71ON .CUO- X 1 1/2- STRAP . E"A. ALUII. RAFTER QB. 2- KfDE X .050- E"XTRUDED STRAP . E"A. BEAJI CONNECTION W/ 1/H X 2- LAG SCREW THRU STRAP INTO FASCIA W/ (2) #10 x 3/"- 7EKS INTO. SUP!k GUTTER (2) "OX3- SCREw.S . EA. RAFTER 10 ENSURE HITTING RAFTER TAIL) "0 X 3" . 2"- O.c. (IIAX) (2) "0 X 3/"- 7EKS I10X2- SCREWS . 16- O.c. (TYP.) MDOO FURRING . E"A. RAFTER IF NEEDED. S.M.B. & GUTTER CONNECTION OPTION 3 DETAIL AU DETAILS SAME AS OP71ON 1 DfCEPT AS SHO'tW S.M. . & GUTTER CONNECTION opn N 2 DETAIL .----- .----.-- ALL DE"T. SAME AS OP71ON 1 EXCEPT AS SHO'tW 2- 'MDE x .050- EXTRUDED STRAP. E"A. BEAM CONNECTION, W/ IIIN. (2) "0 x 3/"- 5.11.5. . EA. END #10 x 3/"- 5.M.5. . 6- O.C. COMPOS1TE: ROOF PANEL I l' MAX a.H. OR I [3" OR .,.- 'ENGINEER DESIGNED 'V CARRIER BEAll OR WALL TOP PLATE: (DESIGNED TO CARRY COMBINED ROOF PANEL ~ 5MB / GUTTER LOADING) THESE STRUCTURES DESIGNED WITH THE 2004 FLORIDA BLDG. CODE w/ 2006 SUPPLEMENT ~ CHAP. 6 OF ASeE: 7 FOR 170-150 MPH WIND VELOCITY (3 SEe. GUST) EXPOSURE B ~ C. 11010 AFTER 2-1 09 DA 11/0 NORRIS ENGINEERING 172 COLEMAN RD. WINTER HA lIEN, FL 33880 (863) 299-1048 P.E:. 32186 CONNEcnON Pg. 1-G GR']) S- (MIN.) STUD STUD GR' ]) .00S- ALUMINUII (IIIN. 2- LAP FOR \.ERT. JTS.) ItOOD STUD P. T. PLA TE P. T. PLA TE: \l ,r (1IIN.) I ..~~.. I ~ WO CONSTRUCT/ON REQ'D SOIL SEPARA TION N. T.S. 2'-0- MIN. BEFORE SLOPE I 1"- EXISTING SLAB I - X. . ".......... .' ,. .". ........ <I- : 1 M '.. ...... ..0:' . .'" FLA T SLOPe / NO FOOTING 1-/FT. - 3"/FT. 2500 PSI CONe. W/ (1) 15 CONT. IIIN. 2500 PSI CONCRETE WITH 6)(6-10X10 W.W.M. OR Fl8ERIIESH (TYPICAL) 3-/FT. - 6"/FT. FOOTING DETAILS ADDRESSING EROSION N. T.S. 2500 PSI. (1IIN.) CONCRETE 6x6-10/10 W. W.II. OR FlBERIIESH CONCRCTE 6E9) /'1. NDLITHIC FDDTER SLAB EDGE) N. T. S. 'DATlONS IIUST BE 12- (IIIN.) BELOW FINISHED GRADE FINIsHED GRADE TO ANY UNTREA TED ItOOD REQU"~. (MIN.) 16-K16- IIONOLITHIC FOOTER W/ (2) 15 REBAR AND OOL CAGE.S REQUIRE (II/N.) S-KS- IIONOUTHIC FOOTER W/(1) 15. CTlON FQUlRES SIGNED AND SEALED SITE: SPECIFIC DETAILS THESE STRUCTURES DESIGNED WITH THE 2004- FLORIDA BLOG. CODE W/ 2006 SUPPLEMENT d: CHAP. 6 OF ASCE 7 FOR 110-150 MPH WIND VELOCITY (3 SEe. GUST) EXPOSURE B d: C. VOID AFTER 2-1-09 DA VlD NORRIS ENGINEERING 112 COLEMAN RD. WINTER HA \lEN, FL 338BO (863) 299-1048 P.E. 32186 Pg. 3-C RESt ENTIAL SWIMMING POOL SPA AND/OR HOT TUB SAFETY ACT NOTICE OF REQUIREMENTS installed at - lee pool will be. isolated from access to the home by an enclosure that meets the pool barrier /~qUirements of Florida Statute 515.29; The pool will be equipped with an approved safety pool cover that complies with . ASTM F1346-91 (Standard Performance Specifications for Safety Covers for Swimming Pools, Spas and Hot Tubs); . All doors and windows providing direct access from the home to the pool and located within the enclosurelfence required by the Pasco County Land Development Code, Section 530.4(0), will be equipped with an exit alarm that has a minimum sound pressure rating of 85 decibels at 10 feet; All doors providing direct access from the home to the pool and located within the enclosurelfence required by the Pasco County Land Development Code, Section 530.4(0), will be equipped with self-closing, self-latching devices with release mechanisms placed no lower than 54" above the floor or deck; I UNDER TAND AND AGREE THAT NOT HAVING AT LEAST ONE OF THE ABOVE INSTALLED AT THE TI E OF FINAL INSPECTION, OR WHEN THE POOL IS COMPLETED FOR CONTRACT PURPO ES, WilL CONSTITUTE A VIOLATION OF CHAPTER 515,F.S. AND WILL BE CONSID REID AS COMMITTING A MISDEMEANOR OF THE SECOND DEGREE, PUNISHABLE BY FINES U TO $500 AND/OR UP TO 60 DAYS IN JAIL AS ESTABLISHED IN CHAPTER 775, F.S. I FURT ER UNDERSTAND AND AGREE THAT THE OWNER AND/OR CONTRACTOR WILL COMPL WITH THE FOllOWING REGULATIONS CONCERNING SWIMMING POOL, SPA AND/OR HOT TU ENCLOSURES, IMMEDIATELY UPON COMPLETION OF THE SWIMMING POOL, SPA OR HOr UB,IN COMPLIANCE WITH SECTION 530.4(D), PASCO COUNTY LAND DEVELOPMENT CODE: 1. C struet around the swimming pool, spa or hot tub a MINIMUM FOUR FOOT HIGH FENCE with self- cl. ing, Iself-Iatching gates. The fence must not have any gaps, openings, indentations, protrusions, or st ctur$1 components that could allow a young child to crawl under, squeeze through, or climb over the fe ceo (pates must open outward away from pool area. The releasing mechanism of the latching device m . st bel located on the poolside of the gate and so placed that it cannot be reached by a young child ov' r the top or through any opening or gap. No opening in the fence may be large enough to admit a fo . r-inch sphere. 2. C struct a screen enclosure around the swimming pool, spa or hot tub with self-closing, self-latching sc en doors. Latches on exterior screen doors must be minimum 54 inches from the exterior access st ding surface. All screen enclosures require Building Permits. 3. Pr: vide ,and utilize an approved safety swimming pool, spa or hot tub cover that complies with ASTM F1i 46-91 (Standard Performance Specifications for Safety Covers for Swimming Pools, Spas and Hot T~ s). Such cover must be capable of being securely fas.tened over the swimming pool, spa or hot tub w n ndt in use. I FURTH UNDERSTAND AND AGREE THAT one of the enclosures described above will be completed prior to final ins ecti6n of the pool, spa or hot tub. ADDITIO ALLY I FURTHER UNDERSTAND AND AGREE THAT the owner will require his/her pool contractor and hislh r screen enclosure contractor (if applicable) to request and successfully pass a final inspection immediatly following the completion/installation of the swimming pool, spa or hot tub. IF THE 81 NATURE of the Contractor, acting as agent for owner, appears below, the Contractor promises in good faith to mfike the Owner aware of the above-described requirements and penalties before commencing constructi n. SWORN A D SUBSCRIBED BEFORE ME THIS 1\.)'1. iA)C~h.../x, 20 Or;, I I _ ~~ a..~ NO MY "8t~y PUBLIC-STATE OF FLORIDA ~. Stacie Cross Commission #DD510984 Expires: OCT. 16, 2009 Bonded Thru Atlantic Bonding Co., Inc. (~<- V~()raJz S Uke/1dCJr.J' PLEASE TYPE OR PRINT NAME ABOVE NOTICE OF COMMENCEMENT tl1J 0 F ZII- SLate ot plo r,d/LI County of PaSL-O TH : UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and accordance with Chapter 713, Florida Statutes, the following information is provided in this otice of Commencement: ") escription of Property: Parcel No,62;;U...;<./ -[).;Lcg-D-Ot) () 60--0CJ go // n &, ~ A ~ /~ h 33~Lf.:<- (Legal scr' ion of the p perty. d s eet address if available) ,eneral Description of Improvement InJ ro Lind ao) i '=:.tJr!rJ9.lre. 1111111111111111111111111111111I111111111111111111111111111I 2006240883 1. 3. State R_.:5 -?l)Zjt<. Name of Fee Simple Titleholder: (If other than owner) Rcpl: 1054681 Rec: 10.00 DS: 0.00 IT: 0.00 12/05/06 Dpty Clerk Address City 'ontractor: Name M/~Je- PIXJS.J :5;>>5;./ Ih,-. G. Address ;1((/ 1?lacl;c'r kne.- City +rfJdls. Surety: Name State State FL 339/1 :5. Address City State JED PITTMANA PASCO COUNTY CLERK 12/05/06 lID: llam 1 10f581 0 OR BK 7294 PG Amount of Bond: $ b. Lender: Name Address City State 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1) (a) (7), Florida Statutes: Name Address City State 8. in apdition to himself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), FI~rida Statutes. 9. Expiration date of Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified.) . wfe4~:~"'~//~ S" orn 10 and subscribed befor~ ~e t~i .](JYI- day of /}a-tH-hr N I tary fublic: t-___CJtl C!- (~NOI4,RYPUELIC STtJEOFFLOR:IDA M Commission Expires: W.com~t~~~i~ #~~~s09S4 I -'-Expires: OCT. 16, 2009 PC1330530481 A 'lded Thru AtlaJltic Bonding Co., Inc, ,20~ .._-_.-...~..._.-._..~..~~..-- _._.~.-----~-_.._...-...-~.~...:.. . - . .h......._---~-. ....----.-......- /esubnJ- . ... C~M\lJ. h!.~~J~ (ilne ../D ~ e/te I~e . , 1t0 ?Jf;;J old" .. _ , ..{)' f\ew P '. . (!) ...... . ............. ................. :::::Ci~::~fZephydrllls. ' BUILDING pLAN REVIEW coMMENTS , , , I~J~Vt' rAO/S '(1)- ~7' '. 3f3/ 3/ . xe /11" q/i/1 ~ 1# /:'rP /9' , . . Site: ApProved " , Approved. withe below co:mxnents: 0 Denied withe below comments: '0 . ' This .c: . kept with the p~t and/or plans. K.ahlj:n CoIrt::r'a.c\:o an.dJ or Homeo'WD.er . (RequiTed wlie:n comments are preB~t) ~ ?t U\ ~ ~ 2t.. 1- -.) rJ ~ K G'" tv ~ 2)( z ').J )< Ql r.)\ 1i5 r ~.~~. __ I,() 2..~ ~ I 2.i 1 j, 2- t~ '- i> ---> - t i ~.w,_'______ - 0- -pC ~ J ,... ~ .r (----~--ri>'~.1'ty.t, ~ 1 ~ i ! 2'/..~ ---'.--'-r- U') o ~ J -- 1 I 2. Y..8 I j I 1 l-.__.~..- , I I i I 1 ~ ! 2"~ ;..-'_._.._~,.- .. _._~ . ._..-----~._- i i ! 2'/..,Y> r--' i , 2. _$__ ~ <!- r r,;i- 'N (f ~ c. ;l. -".- t i {J::~=. -.---~~ \ .~-..-J "t!\~1 h~r )> rf-,e : 61M3 ., ~ ~ , ,~ :?< ;\J-l , ( 6l41'3 f i.;5 I I~ ~ l-s~ I I I ~ s~ - OJ. (p1 ~ '8~ . . ~ 1< 3' e..,-, 0 I .~ ~ t - or -. -- ~ : I ! I I , : \ it0 ~ I I t / ~ / I~ ~ ~o/ I ,/' r .I / / / / I II , ..:"0 I L I / -, I i 1&= / l_~ /. o- j c. ~ I II I I I -,1 tt ~ }.J ~ U\ ~ ALL wORK 'HALLCOMPLYW!THALL ~ l'REVAILIN CODES, FLORIDA BUILDIN:J CODE, -'JAIl NAL ELECTRIC CODE AW" cry OF ZE HYRHlLLS ORDiNANCES 2-'1-1- OJ p: to' N 2y.l "'t:)I..1 't IV N " ."f. .N 1>~~ i" ~ -, se..... --71 f'! / Ol. SoWlB t' . 1. AI.! WORK SHALL COMPLY WlTH ALL mE AIUi\G CODES, FLORIDA BUlLm~~'J co E, NATIONAL ELECTRIC CODE AN" (:f. OF ZEPHYRElLLS ORDINANCE~, ~~~WDATE~O'J.-- PLANS F ZEPHYRH'LL~_~ EXAMINER (f DAVID NORRIS ENGINEERING * ENGINEERS * PLANNERS * * PERMITTING * 112 COLEMAN ROAD WINTER HAVEN, FLORIDA 33880 (863) 299-1048 MASTER PLANS -110-150 MPH WIND REGIONS A MINlIJM PATIOS, CARPORTS, SCREEN ROOMS, POOL Ef'lCLOSURES & DETAILS N TE: STRUCTURES DETAILED IN THESE PLANS WERE DESIGNED WITH THE 2004 FLORIDA BUILDING CODE AND 2006 SUPPLEMENT THIS COVER SHEET WILL SERVE AS A BLANKET CERTIFICATION FOR ALL THE A CHSD ITEMS UNDER CHAPTER 61G15-23, SECTION 61 G15-23.002 OF THE FLORIDA EPARTMENT OF PROFESSIONAL REGULATION. THE ITEMS ARE ENCLOSED IN A SEALED BINDER WHICH INHIBITS TAMPERING. ---~ . ".'". ::<.... ~--,.. ., :.L. _x./------<~~:~. . 211-- .. , .. " --.' - ~ . '.. . _- .::.:r~ '.-. -"":' ....-:. : "..,,-:.;" ~'''-- "'- DAVID R. NORRIS, P.E., P.S. & M. .::: - ~ ~ - /., .:' :::. -.,; : ~.- ,-,... .A. '-::'- FL P.E. # 32186 ..... . '- ~ .-. . - . . \1;2fP;of~ ~<f~ ".... -_'~--<>f' ~............ -.- ~~~, J I I , " <.. hi J Nfl ''BRAC7NG D~ TAl L .... /. i;; f" /,~ '" .l~ V ~~. l"xi. ." ~ (T'IP.) "DIAt:JaI. ~ 1IfND_ __ L/ BRACING W,N~ (2).'ItOJa-lL_ ('roE) SM.s, tIil CA. END ' I ~, ~". - -.- AL7mNA7F BRACINtJ l.OCA 710N .* 0F110NAJ. BRAaNG NOT REQ1JIRED FOR IIWD REGIONS $ 120 IJPH . ,'. . ~ , DPr1. .....-.... .- PtrJnl _CA GE " . PLAN I ~.r PIH11 I'LAN ~~O- PIIQJ. ~ /./'" ~ .,~ ~.. ~, ~^" " J')q V' ." - FRONT WALL (TYP.) PLAN 33'-4- PROJ. / .. X. ~~~ .~~. ~~ BEY. .- . .II .....~// 1.1:1 .,..T M II . I !Qi / -~'I~~. Df.6.N.. "ii.-....._ NON...,OO^ PODL CAGF " CABLE (OR- K-BRACE) I L.I-~. V TABLE ~........... . : V . · EACH AlJD1Tll1lW.. :. EXTERIDR Aot)' 1lEYDND 41'-8'. /- :--...... IIJST Be 1JRACED · .€ZEv. .. ... /JD1E; ~ PtlRlJNS . D1AGaiAL WND BRACI/(J SHALL BE I/lfERED 7D ROOF' BEAMS FRAI/ED ro Post""7 :Jl :: ~~LANE (SEE TABI.ES I . (NOT SZ1RF"GlE' MDlINTED) .. -' ~~~~.. " (iii . ~'I1!RAClNG. ~ \.. TAEas)~. ~. '- . /' "Ie'" "iiACiNrr (SEE DETAILS BEl.OW) ~ ALUM. BEAM m1vy I ~I!= .., i.~. " . '" ~' X. )q - . ~ ~3 ~, )( .. VV~[)("" PLAN 41'-'8'" PRDJ. ~ ",...., 1"- " /- ~b ~!i ~U~ 1/ @i~~ Vr\ i~~ - TYPICAL POOL CAGE ELEVATION .K-BRACE BETAIL NOTE: IIA Y BE USED IN UEtJ OF" CABLE BRACE FOR WAU.s s 10' HEIGHT (VINlJ It; 120 HPH) . , . II B' HEIGHT (VINlJ >120 NPH> . , . CfJNN/:rmrw ~H' UIN. ~xr L ~.. A. FREE-STANDINrJ S''1RUCTURES UJN. .0t1" PLA7F """'II: 1/: . . . D. No.'OF EX1ER1OR WAU:s> J W/ (4) #10 SItS/&fBIBDl '<v-- o .5,Ar- a.C IIIN. ~,. ~r'X2- ~~f ~~tr ~. , , Pt.A7F . .... X 2- .. ... t:IIAI1'IRA1L . ~.' ~r'Xr' . ........ V K-BRI.GlE' --- L ,- It 3" It .011- It B" LfJ.. CORNElt W/_1I0 0 " 1/r' o.C STAfJGI!7lfD . . POsr _ (A/IN. (2) PER~1 . I/II.J.,r-, sp~ ALuu. PosT r ~ ~. oJ \ I BRAer ~. ~ .. S-x 8")(.06- PLATE . . . '. .. DI A AI '-1"'Jr28 BASE ~ PLATE THESE STRUCTURES DESIGNED Kr1H. THE 2O(U . FLORIDA BLDG. CfXJE W/2006 StJPPI.EJlENT ct CHAP. 6 OF' ASaC '7 FOR 110-150 UPH KIND 'EtoaTY.(~.sm fJUST) EXPoSuRE B ct C. "1:)JD .AF7E1l'2-1-09 . ''',77 ..- ..:. 1-~~-D7 DA ifD. NORRIS ENfJlNEER/NG' 17~ caatAN RD. KlNTER'HA ~ FL JJ880 Pg 1 A (88J) 299-1048 P.E. :mB6 ,- ctXlNER . ,nP. POsr..;. _ \ R.4L 7DP .f:IIM' t:I ~ II IJJ21E1t 1.) $ITE SPECIFIC E. 'fJ1NEERINrJ SHAU. BE REQUIRED FOR: 8. WAU. IfI!HIHl > 18' t;. ROOF' HEIGHTS> 25' Eo WALL ~ > 4~ ~~ HOST: STRUCTURE WALLS 2J Al.L SCREE/(S!c I/J. BE Mol OR LARfJER J.) FOR EXPOStIIE. ~.UUL ~Y ALL WALL AREA. VALLIS BY:76 (ROOF BEAUS ME NOT AFFECTED) 4.) AL7E7W4TEJRA 7tJ IN ISJOT,CABl.E:1-.1t2-..QPEN'BAa<; OR I:. 1~D5In 'W..H4""'0 SItS INTD EA. 'ON Pl . ' .. in" iif r' 4) jUJ, POa. ROC . BRACINfJ (PURJJNS) SHALL BE U1N. r'd': 4) PURI.JNS, at IJI!ST. ATTACH 7D soot OR CGIC.. U7IJ.JZ/N(I1NTERNAL SalEW SfJSSES (I/IN. (.l f!! ~ ~" at IN'1ERNAL (Xl EX7ERNAJ., 2.' ~ OR 'U' CH.4NNEl., . WA'MK.(~ #10 _ / ;4QO. '. 7.) C4BLE BRAaNfJ (AT EA. END) SH.W. BE ANCHORED W/ II1N. '(1 #10 SII~. . OR {I} J"r" (.\'1 :"IIIN.EJIBED.) CONC ANCHOR OR (2) 1/"-" (It 1 1./2 I/IN. EIJBED.) . CONC ANCHORS I flU U1N. 4- (NOMINAL) CONC Sl.A8. . n.6.t:Ht:' -- l~~ 1. A.) PAIR~i: (2) 1tLB"'''.S.S. CAlJLES BRACED IN OPPOS/7F m~71ON~ ~~ ' 8.) ALL CNJ/.ES .1. A,IrAQI{ FROU THE TrJP RAIL 7D THE BASE: . Z. STANDARD. RULES APPLY ro CALCULA 7F N/JllBER OF CABLE PAIRS (1.& ~ 2.11-') . FRfWT WAll _~~ A A. (7) PAIR OF C4Ba3' ISII1N. REQUJREMENT 8. ~~. .~ AREA + 1/!J SIDE WALL i . _~W.6." . A.} USE SA.IIE.~ .AS T WALL 8.) salEEN (JI4UJ . .. ~ WALL AREA C) PAIR OF CA1JLES -(1) CIBtE BRACED' BACK 7DWARD HOST R! . D.) ti11: Q4SlD ~ FOR WALLS:' .,lllJ s.J: CR .,0' . tRD II'H) .'(J(J.s.J: CR " ,. r-'n' ,_ > 1M) III'H) ALLOWABLE SCREEN '~CF~ BRAces (S.F'.) 450 JIU J50 JOD VtfND REGION , '(UPH) ~ 120 < 1JO '. ~14D ~ 1SO . '.' . I I .... "':: f:x~ 3S E Qj -GJl ~ 14 ;; . DR N -- N . SX=.35 . S. =. 23" 2- I 3- I I 3" I I 3- I 2' xE.' PATID 3' x 2' PATID 2' x 3' PATID ';PACI/KJ caLUA 'N HEIGHT ~Wlf TN 'iPACI/KJ CaLUMN H~IGHT 'till/{ IN isPACI/KJ CaLUHN HeIGHT ~rA' If'H 110 20 130 110-150 If'H 110 120 130 10-150 If'H 110 120 I30 140 150 110-150 3' 7' -5' , -1' 6'-9' 8'-8' 3' 9'-5' 8' -g' 8'-4' 10' -8' 3' 10' -7' g' -10' 9'-3' 8' -7' 8'-0' 11 ' -g' 'I' 6' -g' '-6' 6'-2' 7'-11' 'I' 8' -7' 8'-1' 7'-7' g' -g' 'I' 9'-8' 8'-11' 8'-5' 7' -11' 7'-~' 10' -g' 5' 6'-3' , 11' 5'-7' 7' -4' 5' 7' -10' 7' -5' 6'-11' 9'-1' 5' 8' -9' 8' -3' 7' -8' 7'-'1' 6' -7' 9'-10 6' 5' -g' , -6' 5'-2' 6'-10' 6' 7'-3' 6'-10' 6'-4' 8'-6' 6' 8'-2' 7' -8' 7'-1' 6' -g' 5'-11' g'-O' 7' 5'-5' , -1' 4'-10' 6'-6', 7' 6' -g' 6'-'1' 5' -11' 8'-0' 7' 7' -8' 7' -1' 1:'-7' 6'-3' 5'-6' 8' -5' 8' 5'-1' '-g' 4'-6' 6'-2' 8' 6'-4' 5'-11' 5' -7' 7' -6' 8' 7'-2' 6' -8' 6'-2' 5' -1fY 5' -2' B'-l' g' 4'-10' , -7' 4'-3' 5'-10' 9' 6' -0' 5' -7' 5'-3' 7'-2' 9' 6' -g' 6' -'I' 5'-10' 5'-'1' 4'-11' 7' -1D" MAX ALLaWABL B~AM SPAN = 'I' -2' MAX. ALLaWABL~ B~AM SPAN = 6'-'1' MAX. ALLaWABL~ B~AH SPAN = 8'-0' ~u.~ L- -tooo sx~ 70:: J} 2' X 4' .12~ TIL T SX=. 98 .' ...J!50 . N - 1044 SX=. 5.5 I 4- I T 2- 2' X 4' PA T ID 2' x 4' S. M. B. ';PACIM COLUMN H~IGHT ~~~Z rPACIM COLUMN H~IGHT ~~~Z If'H 110 120 130 140 150 110-150 If'H 110 120 130 140 l:iCJ 110-150 3' 12' -9' 1 ' -9' 11'.,..0' 10' -5' 10' -0' 3'-0' . 3' 1 'I' -g' 1 'I' -0' 13' -'I' 2' -8' 2' -0' 17' -4' 'I' 11'-6' 0'-10' 10'-2' 9' -7' 9' -2' 3'-0' 'I' 13' -3' 12' -8' 12' -1' 11'-6' 11'-0' 16'-6' 5' 10' -5' 9' -II' 9' -5' 8'-10 8' -5' 'P' -10' 5' 12'-1' 11' -7' 11 ' -0' 0'-6' 0'-1' 15'-6' 6' 9' -7' 9'-2' 8' -8' 8'-2' 7' -9' 2' -0' 6' 11' -P' 1 n' -8' 10'-1' Q'-8' 9'-3' 14'-6' 7' g' -0' 8' -6' 8' -CY 7' -7' 7'-2' l' -3' 7' 10' -5' 9'-11 9' -4' 8'-11' 8' -7' 13' -7' 8' 8'-6' 7'-11' 7' -5' 7'-0' 6'-8' 0' -7' 8' 9' -9' 9' -3' 8' -9' 8' -If" 8'-0' 12' -<)' 9' 8'-n' 7' -5'. 6' -11 6'-6' 6'-2' 0'-0' 9' 9'-2' 8' -8' . 8'-3' 7' -10' 7' -6' 12'-0' 0;- 0;" 1 If SX-'. 3S ' j t~ .. U\ 1 - f-:1 DO ~ q rOSO A SX=. 91 ..I t 2' X 5' PA TID 2' x 5' S. M. B. rPACIfIj COLUMN HeIGHT & rPACIMj COLUMN HEIGHT ~fAH PAN If'H 110 127r J.30 140 J.:iCJ 11 If'H 110 120 [3D 140 J.:iCJ 110-150 3' 14'-4' 13' -8' 13' -0' 2'-3' l' -7' 16'-lfl 3' 18' -5' 7' -3' 16'-2' 5' -1' 14' -0' 21'-6' 'I' 13' -2' 12' -7' 11';"'11 l' -3' lu'-r 16'-0' 'I' 6' - l' 15' -7' 1 'I' -7' -~, -6' f2' -7' 19' -1a- 5' 12'-1' 11'-7' 10'-11' 0'-4' 9'-8' 15'-1' 5' 5'- , 14'-2' 13'-3' 2'-3' l' -5' 18' -'I' 6' 11';"'1' 10'-R' 10'-0' 9'-6' 8'-11' 14'-1' 6' .':1'- 1 13' -0' 12' -2' 1'-3' lU'-6' 17' -0' 7' 10'-3' Q'-ln' 9'-,':1' 8' -9' 8'-3' r~'-2' 7' 'P'- 'I' IP' -1' 11'-'1' 0'-6' 9'-9' 15' -10' 8' 9'-6' 9'-1' 8' -7' 8'-1' 7'-8' 12'-4' 8' 2'- , 11'-4' 10'-8' 9'-11' 9'-2' 14' -1f1' 9' 8'-10' 8'-5' 8' -CY 7' -7' 7'-2' 11'-8' 9' 11' -5' 10' -9' 10'-1' 9' -5' 8' -9' 14'-0' TYP ICAL 'ALUMINUM STRUCTURAL DESIGN DETAILS SPA ';ING -TRIBUTARY LONJ 'MDTH TABLES F OR SCREEN RDDMS & RDDFS DNLY tJDE; , H' , C' 1) BEAM SPANS ~ A Y BE ,INCREASED 20X WHEN CONTINUOUS D~SIGN LDADING (P.~n .1-'.',1- O\IER INTERloJ COLUMN SUPPORT 2) ALL BEAM ~ NS AsSuME LA TERAL PURUNS 0 90. FRAMED CDLUMNS, 11 0 MPH 13 18 ACROSS RO o EAcH POST IN SCREENED SIDE WALLS 120 MPH, 15 21 3) VALUES MA Y 'E INT"ERPOLA TED FOR INTERMEDIA TE LENGTHS 130 MPH 18 25 OR SPACINGS OR 'MNO REGIONS. 140 MPH 21 29 'I) ALL STRucruA AL MElJBERS SHALL BE OF ALUMINUM ALLOY 1 ,~n MPI-I 24 33 6063 T-6 J1EM1.S. ' 110-150 MPH 10 10 5) FOR EXPOSUR 'C: lot '}L TlPL Y All COLUMN HEIGHT VALUES BY .84 (ROO1 8EAMS ARE NOT AFFECTED) 6) FOR COLUMNS fsOT St PPORTlNG PRIMARY ROOF BEAMS TH~SE STRUCTURES DF:SJGNaJ WITH TH~ 2004 COLUMN VALl MAY BE MULTlPUED 8Y 1.05. FLORIDA BLDG. CODt W/ 2006 SUPPLEMENT 7) FOR CHAIR R1 /'WAll PURUN. AND K-BRACE (SECONDARY &: CHAP. 6 OF ASC~ 7 FOR 110-150 MPH MEMBERS) VA UES Ml 'L TlPL Y COLUMN HEIGHT BY 1.10 WIND VELOCITY (3 SEC. GUST) ~XPOSUR~ B &: C. 8) ALL COLUMNS AND BE."AMS ARE PRIMARY MEMBERS; CHAIR VOID AFTER 2-1-09 1_.77 "r"t.....=- 1-.17-n7 RAIL/WALL P RUNS, -BRACES. AND ROOF PURUNS ARE SECONDARY A :MeERS DA VlD NORRIS ENGINEERING 9) All 5.M.8. Sf TlONS SflALL BE STITCHED TOP 4t BOTTOM 112 COLEMAN RD. W/O) 1'10 S. .5. 0 ~4. O.C. (MAX) WINTER HA IlE:N, FL 33880 Pg. 1-8 (863) 299-1CJ.48 P.E. 32186 I I . . 6" . 12..Q.. 2' x 6' S. H. B. 3 SX=l. 97 1055 I 2' x 6' s. M. B. WllCIMi COLUHN HHGHT I#'H 110 120 130 140 150 3' l' - 1?0'T6' 19' -"I' 18'-2' 1 7' -0' 4' 19' - 18' T2' 1 7' -2' 16' -1' 15' -1 ' 5' 1 7' - ' 16'+5' 15' -6' 14'-6' 13' -7' 6' 16' - ' 15' ..1 ' 14'-3' 13' -4' 12' -6' 7' 15' - , 14'''1' 13'-4' 12' -5' 11' -8' 8' 14'- ' 13'..4' 12' -7' 11' -:9' l' -0' 9' 13' - , 12' -9' 12'-0' 11 ' -3' 10'-6' .22..f.. I- \wACI^" I#'H 11 0 3' 0' 4' 8' 5' 6' 6' 5' 7' 3' 8' 2' 9' 0' B" 2' x 8' S.H.B. BEAH SPAN 110-150 25' -0' 23'-6' 22' -0' 20' -7' 19' -3' 18'-1' 17' -I' ,] SX=4. 44 1072 I 2' x 8' S. M. B. COLUHN HEIGHT ~~1~ IN} 130 140 150 110-150 , 29' -6' 28' -3' 6' -9' 5' -6' 36' -0' , 27' 7' 26' -4' 4' -11' '3' -8' 34' -3' 0'25'-9' 24'-6' 3'-11' 1'-11' 32'-5' , 24~-1' 22'-10 1'-6' 0'-3' 30'-7' , 2Z'-6' 21'-3' 19' 11'18'-8' 28'-9' , 21'-0' 19'-9' 18'-5' 17'-2' 27'-1' 1'19'-8' 18'-5' 17'-0' 15'-10' 25'-7' 9" .31..Q.. f-. 2 X 9' X . 072 X . 310 S. M. :S. SX=6. 77 072 2' X 9' S. '11. B. !rP11C/Mi COLUMN HHGHT I#'H 110 1.0 130 140 3' 36' l' 3' -6' 3' -0' '2' -2' 4' 33' 11 3.' -5' 0' -10' 8' -11' 5' 31' 10' 3 ' -4' 8' -9' 6' -4' 6' 9' 10 B '-4' 6'-10' 4'-4' 7' 7' 10 2' -4' 4' -10' 2' -9' 8' 6' 3' 2' -4' '2' -10' l' -6' 9' 4' 11' e '-4' 1'-10' 0'-6' :3 1J.{AH SPAN 150 10-150 l' -6' 42' -0' 8' -3' 39' -8' S' -8' 37' -10 3'-7' 36' -1' 1'-11' 34' -6' 0' -7' 33' -0' 19' -6' 31' -6' 7" .12..Q.. I- 2' x 7' S.H.B. 3 TYPICAL ALUMINUM COLUMN & BEAM DETAILS TABLES FOR SCREEN ROOMS & ROOFS ONLY fitJ1E; 1) 8EAM SPAN MA Y BE INCREASED 20X WHEN CONTINUOUS O\IE"R INTERIOR COLUMN SUPPORT 2) ALL BEAM tANS ASSUME LA TERAL PURUNS o 90' FRAU IV ACR~S ROOF 0 EACH POST IN SCREENED PE WA 3) VALUES MJ BE IN POLA TED FOR INTERMEDIA TE LENGTHS, SPA GS OR WIND REGIONS. 4) COLUMN eft ~EAMS ALL BE OF ALUMINUM ALLOY 6063T-6 5) FOR EXPO~ 'RE 'C:~. MULTIPLY ALL COLUMN HflGHT VALUt.-S B .84 (R OF BEAMS ARE NOT AFFECTED) 6) FOR COLUA WS NOT SUPPORTlNG PRIMARY ROOF BEAMS COLUMN V. UES AMY BE MULTlPUED BY 1.05 7) ALL 5.M.B. ~CTloNS SHALL BE STITCHED TOP eft BOTTOM W/ (1') I" S.M.S. 024- O.C.' (MAX.) rPAC/Mi I#'H 3' 4' 5' 6' 7' 8' 9' SX=2.54I062 t 2' x 7' S. M. B. COLUHN HEIGHT BEAH SPAN 110 120 130 140 150 10-150 24' -8' ~3' -4' !P2' -0' 20' -8' 9' -4' 29' -0' 22'-7' 1'-2' 19'-10' IB'-8' f7'-5' 27'-1' 20'-9' 19'-6' 18'-2' 17'-1' 15'-10'25'-3' 19'-2' 18'-1' 16'-10' 15'-9' 14'-7' 23'-5' 18'-0' 16'-11'15'-9' 14'-R'13'-7' 21'-9' 17' -0' 15' -11' 14' -10' 13' -9' 12' -9' 20' -5' 16'-2' 15'-1' 14'-0' 13'-0' 12'-0' 19'-4' \\ 9" .22..f.. _ 2' X 9' X .072 X .224 S. M. B. ,] rPl1C/1I. I#'H 3' 4' 5' 6' 7' B' 9' SX=5. 47 1072 2' X 9' S,IM. B. COLUHN HEIGHT BEAH SPAN 110 120 130 140 150 110-150 34'-3' 32'-10 31'-6' 9'-10 8'-4' .40'-0' 31' -8' 30' -3' 28' -10 6' -9' '5' -4' 38~-0' 29'-4' 27'-11 26'-7' 4'-4' '2'-11'36'-0' 27'-4' 25'-11 24'-7' '2'-5' 1'-0' 34'-0' 25'-9' ;24'-4' 23'-0' 0'-11'19'-6' 32'-0" 24'-4' 23'-0' 21'-7' 9'-9' 18'-4' 30'-0' 23'-1' 21'-9' 20'-4' 18'-10'17'-5' 28'-5' 10" .3B-L _ 2' X 10' X . 092 X . 389 S. M. :S. SX=8. 53 1092 2' X 10' S. M, B. t rPl1C/1I. COLUMN HEIGHT I#'H 110 120 130 140 3' 41' -11 40' -1' 38' -3' 6' -9' 4' 39' -4' 137' -5' 35' -7' !3' -3' 5' 36' -10135' -0' 33' -2' 0' -5' 6' 34'-6' 32'-B' 30'-10 8'-1' 7' 32' -5' 130' -7' 28' -9' 6' -3' 8' 30' -7' 128' -9' 26' -10 4' -9' 9' 29'-0' 27' 2' 25'-4' 3' 6' ~~~ 110-150 8'-6' 5'-2' 2'-6' 0'-4' 8'-6' 6'-10' 5'-2' 150 5' -6' 1'-10' 8' -11 ' 6' -7' 4' -9' 3'-3' '2' -0' COLUMNS' DESIGN LOADING 110 MPH 120 MPH 130 MPH 140 MPH 150 MPH 110-150 MPH ~I 3 EXPOSURE , B' (PSn 13 15 18 21 24 10 , C' (PSn 18 21 25 29 33 10 THESE STRUCTURES DESIGNED WITH THE 2004 FLORIDA BLDG. CODE W/2006 SUPPLEMENT & CHAP. 6 OF ASCE 7 FOR 110-150 MPH WIND VELOCITY (3 SEC. GUST) EXPOSURE B & C VOID AF7ER 2 1-09 Iw-.77 1 -17--01 DA VlD NORRIS ENGINEERING 112 COLEMAN RD. WINTER HA lIEN, FL 33880 (863) 299-1048 P.E. 32186 Pg. 1-C (2) 1/4'" Sn. BOL TS ::l ~ Lu ~ t:J ~ l/') I- ~ :x: 2 X _ S.U.B. 2 X _ 5.U.B. ** [ 2 1/8' RECEI 'NG CHANNEL W/ (2) 1/4'" S BOLTS OR (6) 110 X 3/4- TEKS EA. SIDE 3' X J"COL.. (2) EA. 1/4'" STL BOLTS OR (6) 110 X 3/4" TEl<S EA. SIDE 2 X _ S.U.B. (TYP. EA. SIDE IF CONT.) 2' X _ KNEE BRACE " 45' ANGLE ( * --MAX. LENGTH [ 2 1/8" ALUU. REC. CHANNEL W/ (4) 110 X 3/4" TEl<S INTO CONN. "POST/BEAU Ie (J) 110 X J/4' TEl<S EA. SIDE OF REC. CHANNEL INTO KNEE BRACE. ** [ 2 1/8" REC. CHANNEL W/ (6) EA. 110 SUS (2" UIN. alBED.) INTO HOST STRUCTURE (WOOD) QB. 1/4'" TAPCONS x 2 1/4' " 1 1/2' D.C., STAGGERED (UIN. OF 2 PER CONN.) QB. 2"x2'x.050" ANGLE EA. SIDE OF BEAU FASTENED SAUE AS CHANNEL * * t:JD1E; FOR 2 X 8 AND 2 X 9 SUB(S)- ADD SOX UORE CONNECTORS (SCREWS AND BOL TS), FOR 2 X 10 SUB - BEAM TO COLUMN ADD 100% UORE CONNECTORS. N. T.S. 2 X _ S.U.B. * * [ 2 1/8' REC. CHANNEL W/ (2) EA. 1/4" STL BOLTS EA. DIRECTION QB. /2'X2'X.050' ANGLE EA. SIDE OF BEAU FASTENED SAUE AS CHANNEL I BEAM TO : 2 X _ 5.U.B. I I I TlNUOUS 0\6' COLUMN (SPUCE:S SHOULD BE 3'-4' ~OM COLUMN Ie STAGGERED.) 6 n: (UIN.) NOTE:: f'F.F. BEAM SPAN IS --L MEASURED TO POINT OF KNEE. BRACE. TO BEAM TO BEAM' N. T. S. KNEE BRA CE N. T.S. * 2" X 2" - 4' MAX. LENGTH OR CONNECTION DETAILS ~: ~~::: ~,~i;.u~GLf:GTH OR 2 X _'s BUTTED TOGETHER OP T/ON 2 DETAIL (INTERNAL GUSSET) 2 X _ S. .B. SLOTTED OVER 2 X _ S.M.B. OP 70N 1 DETAIL P . .... ,..... h (UIN.) :. : :. : l : ....., -. : . . -.. , i /2 L/2 2 X ~ 's BUTTED TOGETHER OPTION DETAIL (EXTERNAL GUSSET) fiQES; 1. SPUCE DETAIL SHOWN MA Y BE ROTA TED FOR MANSARD APPUCA TlONS 2. UAINTAIN MIN. 1/2' FROM SPUCE PLA TE PERIUITER TO ~ OF SCREWS. 3, ALL SPUCE PLA TES ARE ALUUINUU ALLOY 6063 T-5 x REQUIRED THICKNESS (SEE TABLE) ~ ~ ~ 4. SPACE ALL SCREWS (J/4' UIN. LENGTH) 2 X 6 EQUALL Y AROUND PERIUETER (STAGGERED 2 X 7 IF NECESSARY). X 8 5. SPACE 114 " 1" UIN., 112 " 3/4' MIN., 2 X 9 AND 110 " 5/8' MIN. 2 X 9 X .310 6. CUT TOP OF S.U.B. TO AT TIGHT ALONG 1 VERTICAL JOINT. . 7. ORA WINGS ARE N. T.S. SPLICE TAILS L=JXh THESE STRUCTURES DESIGNED WfTH THE 2004- FLORIDA BLDG. CODE W/ 2006 SUPPLEMENT Ie CHAP. 6 OF ASCE 7 FOR 110-150 MPH WfND VELOCITY (3 SEC. GUST) EXPOSURE B '" C. VOID AF7ER 2-1-09 DA V1D NORRIS ENGINEERING 112 COLEUAN RD. WfNTER HA lIEN, FL 33880 (863) 299-1048 P.E. 32186 Pg. 1-D 2' X2' CHAIRRAlL OPTIONAL [ 2 1/8' X 1 1/2' IN LIEU OF (2) L l' X l' X 2' 2X ~ POST 2'X2' CHAr AIL (TYP.) l' X l' X 2' ANGLE CLIPS EACH SIDE OF POST 11/ (4) #8 X 1/2' S. M. S. OR [ 2 1/8' (DASHED) 2 X POST OPTIONAL 2x2 OR 2x3 TOP PLA TE 11/ (3) #10 SMS INTO SCREII BOSSES (MIN. l' ) OPTIONAL POST TO BASE CONNECTIOM (FOR 2x2, 2x3, & 2x4 PATIO SECTION) 11/ (3) #10xl 1/2' SMS INTO SCREII BOSSES TOP PLA TE 1 ' X2' TOP PLA t: 1 ' X2' BOTTOM 110 X 1 1/2' 5.11.5. INTO SCREW BOSS l' X2' BOTTOM PLA TE 1/4' x 2 1/2' . CONC. A.B. o 24' D.C. . .. . .. '<II . A" '1/4' x 2 1/2' ....... .,.4 CONC. A.B. o 24' o.c, POST TO DECK N. T.S. '.., ,., " <II ND.,..: W. TN,. t:tJLU.N ANCHOR DETAIL FtHl WIND REGIDN> 120 .,." 1/4'/1 x 2 1/2' TAPCONS ~ 24' O. C. (MAX.) IIITH 1/4'/1 x 5' TAPCON ON EA. SIDE OF COLUMN IIITHIN 6' 2 1/8' PAVER THICKNESS (TYP.) 2')( _ COLUIIN 2'x 2'x .1 5*' ANGLE EACH SIDE (2) 110 x 3/4' 5.11.5. EACH SIDE (1' O.C. SPACING) 1'x 2' BASE PLA TE (TYP.) PAVER POOL DECK DETAIL WITH NEW SCREEN ENCLOSURE N. T. S. 3/8'# CONC. 2 1/2' IIIN. f:/IJIEJ Gussrr MA TER 1 AL SAME AS UPRIGHT AND 1/16' MIN. THICKNESS 2'x2' MIN. PURLIN RECEIVING CHANNEL (1/16' OR GUSSET PLA TES 11/ (B) #10 S. M. S. EACH SIDE UPRIGHT/COLUMN PURLIN TO UPRIGHT/ COLUMN DETAIL N. T. S. THESE STRUCTURES DESIGNED 'MTH THE 2004 FLORIDA BLDG. CODE w/ 2006 SUPPLEMENT de CHAP. 6 OF ASCE 7 FOR 110-150 MPH WIND VELOCITY (3 SEC. GUST) EXPOSURE 8 de C. VOID AFTER 2 1 09 DA 11/0 NORRIS ENGINEERING 112 COLEMAN RD. WINTER HA 'lIEN, FL 33B80 (863) 299-1048 P.E. 32186 Pg. 1-E BEAM TO POST CONNECTIONS [1 1/2" x 1/8" K .050" RECFJVlNG CHANNEL CURED TO 2"x- POST W/ #TOx3/",." " ," O.c.. STAGGERED AND SECU TO SEAM W/ #TOx3/""" TEKS 0'" . C., ST""GGERED. EACH SIDE. (OPTIONAL)' (2) L 2"x2"x.050" MAY 8E USED IN U U OF RffIVlNG CHANNEL 2 X'? TOP PLATE w/1i5Ito S.M.S. NOTCHED 2" X K S.M'ji TELESCOPED Ovt::1i' 2" X POST AND SECURED W/ 110 X V"'" TEKS " 3/",." qc. STAGGERED ON EA. SIDE ~ S.M.B. USED AS POST MA Y TELESCOPE Ovt::1i' S.M.B. USED AS BEAM OP T/ON 1 DETAIL N. T.S. OPT/ON 2 DETAIL N. T.S. 2 X 3 INTERNALL Y SCREWED W/ 2" X #TO. ((4) / COL) 110 X 3/4" " 3/",." O.C.. STAGGERED ON EA. SIDE. 110 X 3 ..," " 3/"'" O. C.. sr. GGERED ON EA. SIDE. NOTCH 2 X-S.M.B. TO OVERLAP 2 X-POST 2 X 3 SPECIAL 2 X 2 X .040" , X 2 TOP PLATE 110 X , 1/2" INTO 2"X2" o 2"'" D.C. (MAX.) 2 X '" (MIN.) POST 2" (MIN. 2 X ",. (MIN.) S.M.B. NOTCHED TO RECEIVE ROOF BEAM. o TION 3 DETAIL N. T.S. 2 X _ S.M.8. OPT/ON 4 DETAIL N. T.S. . . . . [ , 1/2- X 2 '. "X .050- RECEIVING CHANNEL W/ #T X 3/"'" TEKS, 0 ," D.C.. STAGGERED ON om SIDES. CONNECT [ CHANNEL TO FASCIA W/110 X 1 1/2- S.M.S. " 1" O.C. STAGGERED /3 NOTE: MIN. 1 1/2- FASCIA THICKNESS. SECURED TO END OF TRUSSES W/ (2) #TO X 3- S.M.S. TO FASCIA CONNECTION N. T.S. THESE STRUCTURES DESIGNED WITH THE 2004 FLORIDA 8LDG. CODE W/ 2006 SUPPLEMENT d: CHAP. 6 OF ASCE 7 FOR 110-150 MPH WIND VELOCITY (3 SEC. GUST) EXPOSURE B ct C. VOID AFTER 2-1-09 DA IItD NORRIS ENGINEERING 112 COLEMAN RD. WINTER HA 'IEN. FL 33880 (863) 299-1048 P.E. 32186 Pg. 1-F SUPER GUTTER CONNECnONS 2" I'tfDE X .05 . EXTRUDED STRAP "EA. BEAM CONNECTION W/ 1/4"11 X 2 LAG SCREW THRU STRAP INTO FASCIA. (2) 110 X 3/4" TEKS (2) #lDx3' SCREIIS f! EA. RAFTER (TYP.) (PRE-DRILL TO ENSURE HITTING RAFTER TAIL> P. T. LUMBER BLOCKING (CONT.) IF REO'D. 1 1 '2" X 2 1 ;g" X .050" SECURED TO GUTTER W 110 X 3 '4 TE:K5." 1 D.C. STAGGERED AND TO BEAM W/110 X 3/4" TEK5. " 1" D.C. (STAGGERED ON EA. SIDE) OPTIONAL STRAP CONNECTION .040" X 1 1/2" STRAP "EA. ALUM. RAFTER Q8. 2" WIDE X .050" EXTRUDED STRAP " EA. BEAM CONNECTION W/ 1/4' X 2" LAG SCREW THRU STRAP INTO FASCIA W/ (2) 110 x 3/4" TEKS INTO SUPER GUTTER (2) #10X3" SCREWS" EA. RAFTER TO ENSURE HITTING RAFTER TAIL) 110 X 3" " 24" D.C. (MAX) (2) 110 X 3/4" TEKS 2 X_ 5.M.B. 2" X 2" X .040" S. .B. & GUTTER CONNECTION o TlON 2 DETAIL ALL "AILS SAME AS OPTION 1 EXCEPT AS SHOWN 110)(2" SCREWS " 16" D.C. (TYP.) KOOD FURRING " EA. RAFTER IF NffDED. S.M.B. & GUTTER CONNECTION OP TlON 3 DETAIL ALL DETAILS SAME AS OPTION 1 EXCEPT AS SHOWN 2" WIDE x .050" EXTRUDED STRAP "EA. BEAM CONNECTION, W/ MIN. (2) #10 x 3/4" S.M.5. "EA. END 110 x 3/4" S.M.5. o 6" D.C. COMPOSITE: ROOF PANEL I 1'MAX. O.H. OR I [3" OR .,." 'ENGINEER-DESIGNED 'V CARRIER BEAM OR WALL TOP PLA TE: (DESIGNED TO CARRY COMBINED ROOF PANEL cl- 5MB / GUTTER LOADING) THESE STRUCTURES DESIGNED WITH THE 2004 FLORIDA BLDG. CODE W/ 2006 SUPPLEMENT '" CHAP. 6 OF ASCE 7 FOR 110-150 MPH WIND VELOCITY (3 SEC. GUST) EXPOSURE B '" C. VOID AFTER 2 1 09 DA VlD NORRIS ENGINEERING 112 COLEMAN RD. WINTER HA VE:N, FL 33880 (863) 299-1048 P.E. 32186 S.M.B. & GUT ER CONNECTION OPTION 4 DETAIL Pg. 1-G KOOD STUD P. T. PLA TE GR'D \1 GR' D S" (MIN.) 'I" (MIN.) (%> :...~ ....... ~. ....... -!;. ~. ' , .,.... .... ....', . . .. '"' I . . ~. ~ .~. ,-;. CD .: '~'. ~'. . I "~~" I ~ WC)O CONSTRUCTION FLA T SLOPE / NO FOOTING 2500 PSI CONC. W/ (1) 15 CONT. ..:. ',.;:] 8I ::.:>..~.::;.:::~: ':,,:;',~~: 12" ,]':.;.;~.t.,~:::_'. ::.! J : ,:~.l:!; . I 12. I . \J..:-I RIBBON FOOTING. (FOR SCREEN ENCLOSURES) .019" ALUMINUM (UIN. 2" LAP FOR ~T. JTS.) IKlOD STUD DO STUD 2" !CMIN.) REQ'D SOIL SEPARA TION N. T.S. S" X s" W/ (1) 15 CONT. 1",IFT. - 3",IFT. MIN. 2500 PSI CONCRETE 1'tf7H 6X6-10X10 w.W.U. OR FlBERUESH (TYPICAL) 3",IFT. - 6",IFT. FOOTING DETAILS ADDRESSING EROSION N. T.S. 2500 PSI. (UIN.) CONCRETE 6x6-10/70 w.w.u. OR FlBERMESH CONCRETE 6@ TYPIC MONOLITHIC FOOTER (THICKEN 1J SLAB EDGE) N, T. S, t:J!llES; NDA "'ONS UUST BE 12" (MIN.) BELOW FINISHED GRADE OM FlNI;sHED GRADE TO ANY UNTREA TED KOOD .12"x12" W/(I) 15 CONT. THESE STRUCTURES DESIGNED WITH THE 2004 FLORIDA BLDG. CODE w/ 2006 SUPPLEMENT de CHAP. 6 OF ASCE 7 FOR 170-150 MPH WIND vaOCITY (3 SEC. GUST) EXPOSURE B de C. VOID AFTER 2-1-09 DA 11I0 NORRIS ENGINEERING 112 COLEMAN RD. WINTER HA IlE:N. FL 33880 (863) 299-1048 P.E. 32186 Pg. 3-C SECURE AL . PANS W/ (4) 110 S.M.s./pAN \. " EA. END) oPE 10411'1. SlJ 1/ jtf. - ~SECURE ALUMINUM PANS TO TOP PLATE ~ OF END WALL (AND END WALLIlER77CAL TO HOST STRUCTURE) W/ 110 X 2" S.M.S. " 24- O.C. 3- STRUCTURAL ALUM. ROOF SYSTEM (TYP.) 2-x :z. EDGE SEAM (SEE Pg. 2-C, 2-D, OR 2-E) A TrACHED " TIeS W/ CAPRI CUP OR CASTlE CUP (SEE NOTES BELOW) POST (SEE Pg. 2-F) -2-x2- PURUN (OP77ONAL - '1- X 2- PURUN) ALUM/NUM OR IANYL KICKPLA TE ,- X _ - OPENBA.CK fJB. [ ,- X 2 1/8- REC. 1/4- OIA. CONC. AB. "24- O.C. (MAX) (1) AB. " Ell. POST (2- MIN. EMBED. - TYP.) OR 1/4-' X 2 1/4- TAPCON * FOR WOOD DECK (SEE NOTE BELOW) ROOM DETAIL * * CAPRI CUP: USE (2) L ,- 110 X 3/4- QB CAS1Lf: [ 1 1/2- X 2 W/ (4) 110 X 4l (2) 110 X QB INTERNAL USE [ 1 1/2- W/ (2) 1/4-' 4l (2) 110 X INTO EA. SIDE QB. H CHANN USE FULL ItfD INTO EArACE. 19- X .050- REe. ,,- TEXS INTO BEAM OR OPE:N BACK ,,- TEKS INTO EA. SlOE OF CO/... 'P: 3/4- X 1 1/2-LG. X .0#- 2 1/4- TAPCONS ,,- TEKS THRU CO/... CUP. W/ MIN. (2) 110 X 3/4- TE1<S 1. 1/4-' CONe. Aj INCLI!{Df:S: A. 1/4-' x ~1 1/",.,DR/1'NAlL ANCHOR (EQUAL TO: WEJ-IT I DN(411). B. 1/r, x ~, 1/41 TAP (EQUAL TO ELCO) e. 1/4-' x ~~ 1/41 A.B. (J 'QUAL TO KItfK-BOL T) , , 2. .. 12-x12- /.II FOOTEi;f SIZE IN CHARLOTTE: COUNTY 3. FOR 2 X /J AM 2 X 9! 5MB(S) - ADD 50:1 MORE CONNECTORS (SCREWS AND '/... TS), /flJR 2 X 10 5MB - ADD 100:1 MORE CONNECTORS. J- STRUCTURAL ALUM. ROOF SYSTEM ,2-x _ EDGE BEAM (SEE Pg. 2-C, 2-D, OR 2-E) 2) 1/4- OIA.x 3 1/2- THRU SOL 15 (SEE NOTE 3 BaOW) 3'"X3- COL (SEE Pg. 2-F) 3 1/8- X 1 1/2- X 1/8" 'c BASE W/ (2) 1/4- DIA. TAPCONS OR EQUIV./pOST W/ (2) 1/4- DIll. x 3 1/2- THRU BOL 15 - TOP OR SIDE MOUNT ALLOMfD- ALUM. BASE INSERT w/ (2) 1/4- OIA. X 2 1/4- TAPCONS (2- MIN.-EMBED. TYP.) SECURE ALUM. CO/... W/ (2) 1/4- DlA. THRU BOLTS ~ .4"- 0' ~ Jr, .eo. Jo' . " I .' . . 4,. ...... . 11 . o. .. "t:0!: ,..: O' ~.... "-., . "T" Si .' '. . .: .#. ';,: ;' :0. NEW OR EXlS77NG 1-8- 4- 2500 PSI CONe. SLAB MIN. (SEE PAGE 3-C) .. 1-/5 CONT (TYP.) CARPORT / OPEN PA no DETAIL W/ ROOF ATTACHMENT N. T.S. ROOF ATTACHMENT NOTES NOTE: SEE FOURTH - WALL S/JPPORTOETAlL, 1_.77 OR AL TERNA TE OETAlLS FOR A "ACHING ALUM. STRUCTURES. Iw-1.0 I: RECEIIANG FASTENER TO BE DETERMINED BASED ON CONSTRUC77ON OF HOST STRUCTURE 110 S.M.S. X 1 1/2- 0 4- (MAX.) O.e. INTO IlOOD ~/F'ASClA ' QB. (2) I1Ox1 1/2- " 16- O.e. INTO WALL STUDS QH (2) 110 X 3- " 24- O.e. THRU 3/4- (MIN.) FASCIA INTO TRUSS OR RAFTER TAILS * QH 1/,r, TAPCONS 0 S- O.e. STAGGERED INTO CONe. W/110 S.M.S. THRU REe. HEADER (EXTRUDED HEADER USED AGAINST MASONRY) INTO PAN BOTTOM tiD1E. 1 1/4- MIN. EMBEDMENT INTO CONe. 1 1/2- MIN. EMBEDMENT INTO ,IK)OD * REPLACE ALL DETERIORA 77NG IK>OD; W/ FASCIA SECURED TO RAFTER (TRUSS) TAILS THESE STRUCTURES DESIGNED WITH THE 2004 FLORIDA BLDG. CODE W/2006 SUPPLEMENT 4& CHAP. 6 OF ASCE 7 FOR 110-140 MPH WIND VELOCITY (3 SEe. GUST) EXPOSURE B 4& C. VOID AF7F:R 2-1-09 1_.77 0 DA VlD NORRIS ENGINEERING 112 COLEMAN RD. WINTER HA lIEN, FL338B0 (863) 299-1048 P.E. 32186 Pg. 2-8 I I FOR P.ARTIAl:: Y ENCLOSED EDGE BEAM SPAN TABLE 110 MRH BUILDING WI H SOLID ROOFS MAXIMUM COLUMN SPAC,ING - SIMPLE SPAN CONTINUOUS ROOF PAN SPAN (TN,~/. FT. D.H.) EDG BEII'M SIZE .4' j!:.' , '8' Ii' IP' 1.4' fj!:.' lR' ,'2 X ?J X . 044 6'-6' 5'-8' 5'-1~ 4' -8 4'-3' 4'-0' 3'-10' Pa t f nExt 7'-3' 6'-3' 5'-8' 5'-1' 4'-8' 4'-4' 4'-1' ,3 X P- K . 050 8'-2' 7'-1" 6'-4' 5'-9" 5'-4" 5'-0" 4' -9" PatIn Ext. 9' -0' 7' -9' 6'-10' 6'-3' 5' -10' 5' -5' 5' -0' 2 X ~ X . 050 9' -1 ' 7' -10' 7' -I" 6'-::J 5' -11'. . 5' 6' 5'-1" Patfn Ext. 10' -0' 8'-8' 7' -9' 7'-1' 6'-6' 6'-1' 5'-8' 2XI4X.050 10'-2" 8'-10' 7' -11 ' .7'-2" 6' -7" 6' 2' 5' -9" Tit-/. Ext. 11'-2' 9' '::9" 8' -9' 7'-11' 7'-3" 6' 10' 6' -5' 2XftlX.050 11'-5' 10' -0' t!' -11 8'-[7 7' -::J' 6' -II" 6' -5' PatAn Ext 12'-8" 11' -1' 9'-10' 8' -11 ' 8'-2' 7'-6' 6' -10' 2 X :, X . 04::J 13' -8" 11'-8' ID'-6' 9' -7' 8'-10' 8' -3' 7'-8" S. H. . 1.4'-ln' 12'-10' 11'-j!:.' 10'-6" 9' -9" 9'-2' 8' -7" 2 X 5 X . 050 16'-0" 13' 8' le'-4' 11' -3" 10'-4' 9' -7" 9'-D" S. M. R. 1 7' -."i' 15'-0' 13'-6' 12'-4' 11' -5' 10' -7' 9' -11 ' 2X6X.055 19' -3' 16'-8' 14'-10" 13' -7' 12' -7' 11' -9" 11"'-1' S. H. R. 21'-0' 18'-3' 16'-4" 14'-11' 13' -9' 12'-10' 12'-2' 2X,X.062 19' -0' 1 7' -a' IS' ~' 14'-4' 13' -4' 12' -5' S. H. . 20'-8" 18'-6" 16'-10' 15' -8' 14'-7' 13' -8" 2 X ~ X . D72 20' -5' 18' -10' " 17' -8' 16' -9' S. H. 'B. 22' -5' 20'-8' 19' -4" 18'-4" 2 X 9 X . 072 22' -8.' cl -U' 1 '7' -8' 18'-8' X . <I~4 S.M. B. 24'-10" 23'-0" 21'-6" 20'-4' e X 9 X . D72 25'-2" 23'-3' 21'-10' ~-11' X..JI0S.,H.B. 27' -5' 25'-4' 23' -9" 22'-8' e X lOX . 092 28'-4' 26'-2' 24' -5" 23'-1 X . .J89 S. M. B. 30'-11" 28'-6" 26' -8" 25' -5' -I ~O/H (lYP.) : , -I ~O/H (TYP.) , j - I "~HT. ..no l'- ~ - .~ I I:~ "'1ll- ~ 6 iii II!' AI... fIaF IWIS ~ ~ iii -- Ii fS __ ~ ~m_J_~. ~ ~ -,1 ~ eDGe BeAM PLAN' r~NT~~ REAM P,"AN CENTER BEAM SPAN TABLE MAXIMUM COLUMN SPACING - SIMPLE SPAN CONTINUOUS ROOF PAN SPAN CEN71 R BEAM SIZE 5' 6' 8' 10' 12' 14' 16' 18' i:' xS {. 050 ~i~' -r 11 ' -3' 9' -10' 8' -9" 8'-0' 7'-4' 6' -9' S. M. . ' - , 12'-3" f n' -R' 9'-j!:.' 8'-8' 8'-0" 7' -6" 2' x6! fl~' 055 14 -10' 13' -7' 11' -9' 10'-6" 9'-8' 8'-11' 8'-4" S. M. . 16'-3' 14' -Tn" 12'-ID' 11 ' .::if:' 10' -6' 9'-8' 9'-0' 2' xl' {. 062 l7 -0' 15' -5" 13'-4' 12' -0' 10' 11" 10'-1' 9' -7' S. H. . 18'-6' R' --9' 14'-G.' 1 .'?' ~" 11'-10' 11 ' -0' 10' -6' 2'x8 x.072 cc' -4' 20'-5' 1 7' -8' 15' -9' 14'-5 13'-4' 12' -6' S. H. fl. 24'-4' 22'-3' 19' -3' 1 7' -.'?' 1.'1' -9' 14' ~7' 13' -9' .2'xS x. 072 e4' -10' 22' -8' 19' -7' 1 7' -7' 16'-0' 14' -11' 14',-'-1' x. 2E.' S. H, B. 26'-3' 23' -9' 21'-4' I 9' -~, f 7' -5" 16'-3' 15' -5' 2' x5 x. O~ c6 -9' 24'-i!' 21'-8' 19' -6' 17' -9' 16'-6' 15' -7' x. 310 5MB 29'-2' 26'-5' 23'-8' P 1 ' -.'?" 19'-4' 18'-0' 1 7' -0' 2' xl D' x. 092 31 -a' -28' -4' 24' -::J' 22'-D' 19' -11' 18'-6' 17' -6' x. 3[j ~ 5MB . 3;]' -9' 30'-lD' 26' -7" P4' ~ti" ~f' -8' 2D'-2' 1 9' -0' tJilIE! . I.) v~ OCS H~Y K INT~RPOLAT~IJ FOR INTO?H~IJIAT~ LENGTHS, OR SPACINGS, OR INIJ R, 'GlaNS 2. ) -Fd ~XPfJ UR~ ' C', R~IJUCE TABL~ VALU~S LIST~IJ BY HUL TIPL YING BY . 8. THESE STRUCTURES DE:SIGNED 'MTH THE 2004 FLORIDA BLDG. CODE w/ 2006 SUPPLEMENT &: CHAP. 6 OF ASCE 7 FOR 110-140 MPH 'MND VELOCITY (3 SEC. GUST) EXPOSURE B &: ( VOID AFTER 2 1-09 4.- ,~7-m DAVID NORRIS ENGINEERING 112 COLEMAN RD. 'MNTER HA YEN, FL 33880 (863) 299-1048 P.E. 32186 Pg. 2-C fiIJ1E.. see OCTAlL ON RIGHT H1HEN HOST STRUCTURE IS MASONRY (1) /10 x :]/4- w. HEAD SUS 'toP OF RISER. FOR ItOOO CONNECTION USE /10 x 1-1/2- W. HEAD SUS. THRU ROOF PAN Ie BOX HEADER :r ON CEJoITCR INTO HOST STRUCTURE. (4) PER ROOF PAN /10 x 3/4- TEl< " 3- O.C. INTO BEAM. 6- STEP FASCIA W/ /10 x 3/4- SM.S. " 12- O.e. THRU RISER INTO \ 2~x2-xa~-STI~ER (SEE Pg. 2-H FOR ROOF PAN DETAIL) BEAM PER DESIGN TABLE "'- IS. :z: ). I ~ [FXTRUDEO. HEADER W/1/4-" x 2 1/4- TAPCONS " 8- O.C. STAGGERED 1) /10 x 3/4- S.M.S TOP OF EA. RISER ~ '2. IlIOE "'IN. PANS /10 SM. 50 "3- O.e. MIN. (4) PER PAN MASONRY / HEADER ~ A TTACHMENT DETAIL N. T. 50 " 1 1/8~ 20 GA. x 16- GAL V. TEEL STRAP 3-xJ- ALUM. POST (see Pg. 2-F) (MIN.) 1/4-" THRU BOL T W/ WASHER d: NUT 3 7/B-x 2-x 2 1/2- ANGLE (EQUIV.' TO SIMPSON A24) W/1/2-" THRU BOLT AND 1/2-" CONe. ItNCHOR BOLT TYP. SECTION DETAILS N.T.S. 4- MIN. 4- MIN. 4- 3-x3- IILUM. POST (see Pg. 2-F) f-3 1/2-x1/4-" THRU BOLT APPROX ,,- ON POST 3- IILUM. CASTING W/ 2-3 1/2-x1/4-" 00 THRU BOLTS AND 2-1/4-tlx2 1/2- 4- 10-x1-x1/B- IILUM. FLA 18AR STRAP' 4- .JOOO P.S/. CONe. SLAB 4- 4- 3000 P.S/. CONe. SLAB 1/-1-" x 2 1/2- TAPCON (2) 1/4-" x 2- TAPCON o o. FOOTING HEA VY DUTY POST / STRAP A TTACHMENT DETAILS USE OF ONE OITAIL IS REQUIRED H1HEN WIND IS> 120 MPH N. T.S AND CONTRlBUTARY LOAD IS > 100 S.F. 2- x _-(see Pg. 2-F) ___/10 x ,- S.M.S. PER POST INTO INTCRIOR SCREW SPUNES ,- x 2- OPEN BACK 'LATE: /,- x ,- x 1/16- x 2- IILUM. CUP W/ (2) /10 x 1/2- TFJ( SCREWS IN EA. DIRECTION (1) 1/4-" x 2 1/4- CONe. A.S. OR TAPCON " 2"- O.e. NOTE:: A T CORNERS USE (1) 1/4-" x 2 1/4- EA.. DlR. " 4- (MAX) FROM CORNER. : - ,'" ; : .'.4: '.J, ....... . .' #. :'0 ~ .... :" ..' ~..~ ~. .. , ":,' . ..... -0, I' ..." ~1 X 2 IILUM. BASE PLA. TE: . . ~ . ~.. BASE PLA TE CONNECTIONS N. T.s. (2) 1/4-" STl.. THRU BOLTS (TYP.) (EQUIILLY SPACED) (FOR 2 X 8 Ie 2 X 9 SUB - USE (3) BOLTS. FOR 2 X 10 SUB -USE (4) BOLTS). 2x7'ALUM. BEAM POST' CONNECTIONS 3-xJ- ALUM. COL (CARPORTS '" I1PDI PATIO) N. T.S (SEt Pg. 2-F) . NOTE:: THE BELOW DESIGNS WILL CARRY A CONTRlBUTARY LOAD OF 150 S.F.-NEW 8-x8- FTC. (100 S.F.-EXIST. ,,- SLAB) lil-UM. BASE INSERT W/ (2) 1/4-" X 2 1/2- TAPCONS r!l (2) 1/4-' THRU SOL TS 2- X 2- X 1/8- ALUM. ANGLE W/(2) 1/"-' X 2 1/"- TAPCON ON C2J :iI<<S. OF COLUMN W/ (2) 1/4-" THRU BOL TS J 1/8- X 1 1/2- X 1/8- RECE/llfNG CHANNEL W/(2) 1/4-" X 2 1/4- MCONS Ie (2) 1/4-" THRU BOL TS . QE. OF THE ABO~ MA Y BE CONNECTED TO IK>OD HEADER BY SUBSTITUTING <'", ; ':. . ~~ :: "/ ,~ .~~ .~:~~~':u .~~- MIN. EMBED) FOR TAPCONS. .~ ;... . ~.' 'I r;.... ..~~:.~,4~~ :...... 31/2- ".:" ,;,... : :.' "':~.l ';' ':. :,,' : ......... (MIN.) ',,~' '0' ~~.".I :~.:."~:' .l-.'.,,:,~,;.... , EXISTING 4- C. SL.A~ W/ NO.,., ACKS WITHIN 30- OF POST QE. NEW THK'N 8-x8- MONO FOOTING W/ (1) 15 CONT. OR I+OOD De, W/DBL. 2x6 (MIN.) pERIMETER HEADER THESE STRUCTURES DESIGNED WITH THE 2004 FLORIDA BLDG. CODE W/ 2006 SUPPl..EMENT & CHAP. 6 OF ASCE 7 FOR 110-140 MPH WIND VELOCITY (3 SEC. GUST) EXPOSURE B & c. VOID AFTER 2 1-09 DA \liD NORRIS ENGINEERING 112 COl..EMAN RD. WINTER HA YEN. FL 33880 (863) 299-1048 P.E. 32186 Pg. 2-G I I -STAND) RD 4' WIDE SNAP-N-LOCK COMPOSITE ROOr: PANELS MAX ALLO 'ABLE SPANS (DEFLEC77ON -= 1/BO MAX.) COMPOSITE PANEL SKINS SHALL BE OF ALUMINUM ALLOY 3105-H14/f.t25 (1.0i/C.F. E.P.S. FOAM) T pNfll)J1Y ENQ1J5ED / {PfN / EJi(1.0!lD W7H17IItJ:M:!l 10' 0:/-1. ,....QJ:J....12. O.H. I 3' O.H:l 4' O.H. 11 fl U&. 1.1 .fil1iI2.; " .024 12'-9" 12'-11" 13'-4" 14'-1" 15'-0" 3 ,032 14'-11" 15'-1" 15'-6" 16'-2" 17'-0" 4" .024 13'-11" 14'-1" 14'-6" 15'-2" 16'-1" .,032 16'-1" 16'-3" 16'-7" 17'-2" 17'-11" 1?fl Ill: j"J WIND or~tru,1 .024' 11'-7" 11'-9" 12'-3" 3" .032 13'-7" 13'-9" 14'-2" .0241 12'-8" 12'-10 13'-4" 4" .032 14'-7" 14'-9" 15'-2" 1 'ffl . U~ '1-1 WIND 3" .024, 10'-9" 10'-11" 11'-6" .032 12'-8" 12'-1013'-3" - 4" .024 11 -10 12'-0" 12'-6" - .032 13'-8" 13'-10 14'-3" - --14n U~ 1-1 W1Mf 9'-11" 10'-1" 10'-B" - 11'-8" 11'-10" 12'-4" - 10'-11" 11'-1" 11'-7" 12'-,7" 12'-9" 13'-2" - W1Nn .02 "g'-~" 9'-7" 3" T .03. " 10'-11" 11'-2" - .02 " 10'-3--- 10'-5" 11 -0" 4" .03." 11'-10" 12'-0" 12'-6" - 114 5.M.S. (OR 1/4"" ,LAG) 0 12" D.C. (OR 110 5.M.S. "B" D.C.) W/ 1"" (MIN.) WASHER (11/2" MIN. EMBED. IN WOOD) (SEE NOTE 5) MIN. SLOPE: 1/4"/FT. ~ r- [3" OR 4~ OR 3"/4" RECEIVER GUTTER IS REQUIRED ALONG ALL EXPOSED PERIMETER PANEL EDGES / '--- If , ., I I I I ~...-.- _..I "- L 110 X 3/4" S.M.S. o 12" O.C. TOP AND BOTTOM I-- WOOD OR ALUM. WALL OR BEAM 12'-10 14'-10 14'-0" 15'-10 ~032' ALUMINUM I ROOF PANELS ~ ~ 3" .02 .03. 4" .02- .03. NOTE' 1. PANELS HAY,OVERHANG 1/4 OF SIMPLE SPAN <uP TO 4' MAX - 'SEE TABLES) 2. FOR EXPOSURE ' C', REDUCE TABLE VALUES BY MULTIPLYING BY . 85 3. FOR CONTINUOUS ROOF PANELS OVER CENTER BEAM SUPPORT - MULTIPLY SPAN VALUES BY 1.1 4. FOR 2# Eo P. S. FOAM MUL T IPL Y SPAN VALUES BY 1. 1 5. FOR WINDS> 120 HPHI SPACE #14 OR 1/4'" LAGS II 8' O. C. OR #10 S. M. S. II 6' O. C. :- - - - . REC. HEADER, R.F. (USE EXTRUDED ON MASONARY) - - /110 S.M.S. 0-' ~ COMPOSITE ,/ 12" O.C. T de BI ROOF PANELS I~ ~ ~ ~I ~ j It ~ ROOF)' TTACHMENT DETAIL FASTENER TO BE DETERMINED ~ ~ ~ ~ ~ HOST STR CTURE 110 5:M.S. X 1 1/2" (}I 4" (MAX) O.C. INTO WOOl BEAM/FASCIA QB. (2) 110 0 16" O.C. INTO WALL STUDS QB. (2) 110 X 2" (}I 24" O.C. THRU 3/4" (MIN~ FASCIA INTO TRUSS OR RAFTER T; ILS * QB. 1/4"" TAP.~ONS (}I 8" O.C. STAGGERED INTO CONC. ~ /\110 (}I 6" O.C. W/ 110 S.~.S. THRU REC. HEADER INTO PANEL BOTT:-----1' -r---------. / \ STAGGERED fiQJI;' 1 1/4" M../N. EMBEDMENT INTO CONC. llJ. CA,P ~\ Cti I ~ 1 1/2" MIN. EMBEDMENT INTO WOOD _____ ~. ~ II . --- *REPLACE LL DETERIORA77NG ~ I ____ tti WOOD; WI' FASCIA SECURED ' ) 1\ I ~ ____ TO RAFTE< (TRUSS) TAILS . !to ;M.S. 'I --I '--REi. C. HEADER ~... \ \ - "'2 O.C..-, EXTRUDED 11'J ;M.,S, L (TYP) " '/ TOP de BOT. (}I 12 O.C. . ^ 114 x _ S.M.S. W (TYP.) TOP de BOT. REC. HEADEi 1" " NEOPRENE WASHERS EXTRUDED RIDGE CAP- '-- ((4) PER PANEL EQUALLY SPACED) MIN. RIDGE BEAM DETAIL. ~~~3/4" EMBED. (11/2" MIN. INTO WOOD) N.T.S. ~SIrE,,,,,. r fO,y~ ~ CO~PF PANEL ~ ROOF PA~ ~ THESE STRUCTURES DCSlGNBJ WITH THE 2004 r RoOr~ J!~ ,yt( FLORIDA BLDG. CODE W/2006 SUPPLEMENT ~ (5... de CHAP. 6 OF ASCE 7 FOR 110-140 MPH WIND VELOCITY (3 SEC. GUST) EXPOSURE B de ~ , , ::::R: ~::rrRING 4. -27- . ~ 1.12 COLEMAN RD. WINTER HA VEN. FL 33880 (863) 299-1048 P.E. 32186 OP77ONAL A TTACHMENT (UNDER OVERHANG) 110 S.M.S. (}I 12" O.C. THRU T de B OF PANEL/HEADER - . RIDGE BEAM DETAIL N. T.5. Pg. 4-[ I I ,.. , " <.. WJND 'BRACTNG D~TAIL PLAN ,/1'.. ~ PRI1, PLAN ~~O" 1'1IIJ.J. ~~. V ' · ElICH AlJDITIl1NN.. : EXTERIIR A4Y RE'tDN1J 41'-B' / I~ MJST.1JE BRACED · acv. .. JtPI..lIQ1E; ~ PURUNs Ir DlAGaiAL frIND BRACNf1 SHALL BE II/TERED 7D ~ ~ ~s:l . ~ ~'. . ROOF 8EAJ/S FRAMED 7D POSt ~ :If ~~W/E II. ALUM. BEAM (mvy iSEE TAStES r7. (NOT SURFACE MOUNTED) .. 13 ; . I~! /=jfjjjjjf . ~,~~~.. Qt, / ~ L::" 'I (a ~~ /!!'AClNf1, A' V<~ ~_ ,,_ ~ _~.. i ~. " / ""-. ~,. -::GWAL ~ 7fa %a:t; BE1..OW) TYPICAL POOL CAGE ELEVATION K-BRACE EETdlL NOTE: AlA Y BE USED IN LIEtJ OF' CABLE BRACE FOR WALLS $ 10' HEIGHT (fllNJ1 s 1.20 #IPH) . . . SI!Jl' Elnl. . 8' HEIGHT (Vl/iD >>l.l!O NPH> . . . fi1J1DJ: ~(JN Dn'AU. I/IN. r~ L ~.. t.) $IrE SPECIFIC '(J SHALL BE REQlJ/RED FOR: A. FREE-STANDINf1 S.'TRUCTURES UIN. .OS- PLATE PLATE '/: . . . a WAU. HElfJH1S I 1B' t;. ROOF HEIGHTS > 25' D. NO. 'OF' EX7ERJOR WALtS > J W/ (4) "0 SIIS~ V _ Eo WAU. HE1fJH1S 4' !~ HOST S7RtJCTVRE WALLS O,6AJ" o.C UIN. 2J ALL SaIEEl(SJf.Y, BE t If. at LARGER 3.) FOR- EXPOSURE.'e:.UtJL Y ALL WALL AREA, VAWS BY.78 (RoOF' BEAMS ARE NOT AFFECTED) ~ ,. ~Z" X 2. 4.) AL7E1WA7iswitifil utu OF. CABLE: '''Jf2.'.QPEN.SACki at t. 1~050i 'Wj(4) '110 SIJS . K-BR.4~ INTO EA._~'PT. " . y. IIIN. 6"~06" lI.} jIU, I'oa. ROOF.~BRAC/Nf1 (PURUNS) SHAI.L BE UIN. Z".r.2": _ ~ TE 4) PIJR1..#IS, OR ATTAaI 7r1 ~ at C<<.. U71JJZJNf11N7ERNAJ. sctlEW . .'. rwI X 2" IIOSSES (IIJN. (2) 0 (II INTERNN. at EX7ERNAJ., t' ~ (II 'U' aw/NE1., : ': I"U~_~.. ' ' w~ (2) "o'.!l :s / FA , , '................ 7.) tWJLE BRAaNfJ F. l77iaS~ EA. END) SHALL BE ANCHORED W/ IIIN. .('9 #10 _ ' ~. .! ~Z" X Z" ' OR (t) J"..r_ (N J w...1IIN. ) CONe. ANCHat at (2) '/4"_ (N I fA' I/IN. EJIBED.) , ......... Y IC-BRACE CONC ANCHORS /J '" I/IN. "''' (NOI/INAL) CONC SLAB. . __ L 1" N r 1(,.06" 1( /I" l.t1 W; 110 0 I ,N O.C STAf1G8lfl) (MIN. (2) PER.IIEIIIIEIUJ. ALUU. j:I(wr r , ... '" i~ I" / 9. I~ '. ~~ ,,/ '1,,~1 ~. ." "'=' (71'P.) 'DIAGONAL 1IfND"':"" / BRACING W/lJlfI. (2),-,t~ '7' (TDE) SALS, t#. ~~ EN/). , DS", , , . .,' . tJnrll CA CE. ~ ".~ "~ ~ :. . ~ ~ ~ PlANa" NnN..., ......^ pnn, CA GE " ~ ~ CABLE (OR- IC-BRACE) 21 ~REr:JU1REIIEN7: r"""- Sa- SIDE WALL . TABLE /.i"".... " - - ,- AL 7E7fNA 7F BRAC/Nf1.L0Q4 7ION * OPTIONAL BRACIN(J NOT REr/fJIRED FOR It1ND REGIONS $ 12.0 UPH . ~ ~ /.11" ~ ~~ ~' " l'!~ 1/, '" FRONT WALL (i11'.) - PLAN JJ'...," PROJ. 4 " ,,~ / -~ x. , ~:r~ , ;:1 I'v y~. v', /"\. V~~[)(~ PLAN 41....;s'" PRO./. ~ V X~h ~ T:i= , 1\ IX' ~ ~b 5!i ~U~ / @i~~ V\ i~~ - .-- " ~ ~ CORNER . \"'"nP POST -., \ RAIL TOP ~A"'tr' - ~h: . '.A.) PAIR OF' C4BU: , __ s.s. CABLES SRACE!J IN OPPOSITE DlREC71ONS, AMfa.lC , . a) ALL CABLES-iN. u.' A n:~QIt FROM THE TrJP RAIL 7D THE BASE 2. STANDARD. ~ ~~ APPLY ro CALCULATE NlJllBER OF CABLE 'PAIRS (1.& U 12 2.5-/).. " FRONT W..I', ...IfYNf2 A. (1) PAIR OF' C48U:t isUiN.! REQlJlRBJENT B. SCREEN AREA · FRlJNT WAlIL AREA + 1~ SIDE WALl. A E'A. .r:If)Ji:' III.." ...u"""",, A.) USE SAllE, VAtUi$' _ n.. T WALl. 8.) SCREEN (WAUJ All '. s IE WALL ~ ~) PAIR OF CABLES. 1). C4. ~BRAt:1EZ) SAC/( 7r1l1e4RD HOST "'In. ""'if; rJ.) fJ/J; C4StD oiRE Rl! ~ WALLS:' $161} SF. ar $1D'.. 'III $ UD III'H) .,M 'SF. ar ,. .. I 7H >> 1SID III'H} ALLOWA8LE' SCREEN (WALL) AREA /' 'PAIR OF' CABLE BRACES (S.F:) 4$0 J94 J50 JOO ~ I/IN. rd-, SOlIE" PI.A TE \ ~ !J",,;- "} BRACE ,. ~ .. . ~1( 8"1(.0{1" PLATE 1 . '. .. 01 A AI r-,"xZ" BASE' ~ PLATE THESE STRUCTURES DESGNED Kr7H, THE 2O(U , FLORIDA 8LDG. CODE W/2006 SUfIPLEUENT It CHAP. 6 OF' ASGlE' 7 FOR 1to-150'UPH WIND LEZ.oarr ,(.J sm GUST) EXPOsuRE 8 d: C. ~D ,AFTER '2-'-09 . ''''.77 ";I~c:m 1-~~-0'7 DA ~D NORRIS ENGINEERING' 11~ COl.Ew.N RD. . WINTER 'HA ~ FZ. J.J8B() Pg 1 A (BfJ3) 299-1048 RE. .J2186 .- WINO REQ/ON , '(I/IW) ~ 12.0 < 1JO " ~'4D ~ ISO . f sx~ 35 E m f SX~:35 ::H I 3" I I 3" I 3' x 2' PATIO ~ffiGN rPACllIi COLUMN HEIGHT rlll!lI fA, 1O-i5iJ I#'H 110 120 130 1110-150 3' 9' -5' 8' -9' 8' -4' In' -El' 4' 8'-7' 8'-1' 7'-7' 9'-9' 5' 7'-10' 7'-5' 6'-11' 9'-1' 6' 7' -3' , -10' 6' -4' 8'-6' 7' 6' -9' 6' -4' 5' -II' 8'-0' 8' 6'-4' 5'- I' 5'-7' 7'-6' 9' 6' -0' 5' -7' 5' -3' 7' -2' MAX. ALLO"ABL~ B~AM SPAN = 6' -4' I I ~u ~. N ~ . ~SX"". 23- ?I 2' x2' PA TIO rPACIM COLUHN 'lE:IGHt I#'H 110 12G 130 3' 7' -5' 7' -' 6' ..,.9' 9' -8' 4' 6'-9' ,,:.' , 6'-2' 7'-11' 5' 6' -3' 5'. I' 5' ...7' 7' -4' 6' 5' -9' 15" , 5' ,..2' 6' -10' 7' 5' -5' "i' , 4' ...rn' 6' -6', 8' 5'-1' 4' , 4'>-6' 6'-e' 9' 4' -10' 4' , 4' ...3' 5' -10' MAX ALLO"ABL~ B 4M SPAN "" 4'-2' ~a.~ _ -:250 SX=. 55 .," ':.t 2' X 4' TILT SPACIMi II'#{ 110 3' 12' -9' 4' 11' -6' 5' 10' -5' 6' 9' -7' 7' 9' -0' 8' 8' -6' 9' 8' -0' t-sx~ 70:: J} I 4" I 2' X 4' PATIO COLUMN HEIGHT 120 130 140 150 l' -9' 11' -0' 10' -5' 10'-0' 0' -10' 10'~' 9' -7' 9'-;!' 9' -r l' 9' -,0:;' 8' -10 8' -,0:;' 9' -2' 8' -8' 8' -2' 7' -9' 8' -6' 8' -0' 7' -7' 7' -2' 7' -II' 7' -5' 7' -0' 6' -8' 7' -5'. 6' -11 6' -6' 6' -2' ~~~ 110-150 3' -0' 3' -0' P'-10' e' -0' l' -3' 0' -7' 0'-0' ~j I 3" I 2' X 3' PATIO COLUMN HEIGHT m:w: 120 130 140 150 110-150 9'-10' 9'-3' 8'-7' 8'-n' 11'-9' 8' -11' 8' -5' 7' -11' 7' -3' 10' -9' 8' -3' 7' -8' 7' -4' 6' -7' 9' -10 7'-8' 7'-1' 6'-9' 5'-11' 9'-0' 7' -I' r,:.' -7' 6' -3' 5' -6' 8' -5' 6' -8' 6' -2' 5' -10' 5' -2' 8' -I' 6' -4' 5' -10' 5' -4' 4' -II' 7' -10 MAX ALLO"ABL~ BEAM SPAN = 8' -0' A." rPACIM II'#{ 11 0 3' 10' -,7' 4' 9' -8' 5' 8' -9' 6' 8' -2' 7' 7'-8' 8' 7'-2' 9' 6' -9' is:PAcIMi II'#{ 3' 4' 5' 6' 7' 8' 9' SX=. 98 .1a !J 1044 ~ 1 2' X 4' S. M. B. COLUMN HEIGHT 110 120 130 140 14'-9' 14'-0' 13'-4' 2'-8' 13'-3' 12'-8' 12'-1' 1'-6' 12'-1' 11'-7' 1 '-0' O'-Fi' 11'-2' 10'-8' 10'-1' 9'-8' 10' -5' 9' -11 9' -4' 8' -II' 9' -9' 9' -3' 8' -9' 8' -Jf~ . 9'-2' 8'-8' 8'~ .7'-10' "," 150 ~~~z 110-150 17' -4' 16'-6' 15' -6' 14'-6' 13' -7' 12' -9' 12'-0' ",. T SX=. 91 "\J u ..I J - -:100 SXzl.35 r'OSO 2'-0' 11'-n' 10'-1' 9'-3' 8' -7' 8'-0' 7' -6' ~ 2' X 5' PATIO 2' X 5' S. M. B. iA4CIIIi COLUMN HEIGHT ~~Z rPACIM COLUMN HEIGHT ~~~Z II'#{ 110 120 130 140 150 110-150 II'#{ 110 120 1130 140 150 110-150 3' 14'-4' 13'-8' 1,':1' -n' 2' -3' 1 ' -7' 16' -10' 3' 18' -5' 17' -3' 16'-~' 5'-1' 4'-0' el'-6' 4' 13'-2' 12' -7' 11'-11 l' -3' lU'-7' 16'-0' 4' 6' -El' 15' -7' 14' -7' 13'-6' Ie' -7' 19' -10 5' 12'-1' 11' -7' 10' -11 0'-4' 9' -8' 15'-1' 5' 5'-2' 14'-2' 1,':1'-3' 2' -3' l' -5' 18' -4' 6' 11'i-l' 10'-8' 10'~()' 9'-6' 8'-11' 14'~1' 6' '-11 13' -0' 12' -2' 11' -3' 0'-6' 17' -0' l' iI n' -~ 9'-In' 9'-3' El' -9' B'-~ 3'-2' ,- , -11' 12' -1' 11'-4' 1n'-6' 9' -9' 15'-ln' 8' 9'-6' 9'-1' 8' -7' 8'-1' 7'-R' 2' -4' 8' 1 ' -I' 11' -4' rn'-8' 9' -11' 9'-2' 14'-10 9' 8'-10' 8'-5' 8'-0' 7' -7' 7'-2' 11' -8' 9' '-5' 10' -9' 10'-1' 9' -5' 8'-9' 14'-0' TYPICAL A UMINUM STRUCTURAL DESIGN DETAILS SPAct. ~ - TRJsUTARY LOAD 'MOTH TABLES FD;> SCREEN RDOMS Be ROOFS DNL Y tJDJE; 1) BEAM SPANS MA _~?.IN(;REASED 20X WHEN CONTINUOUS OIlER INTERIOR lJI.I,)MN SUPPORT 2) ItLL BEAM SPItN ItSSUME LA TERAL PURUNS 0 90. FRAMED ItCROSS ROOF C EACH POST IN SCREENED SIDE WALLS 3) VALUES MAY BE'W7FRPQLATED FOR INTERMEDIATE: LENGTHS OR SPACINGS ~ WIND /fEGION5. 4) ItLL STRUCTURItL MEII8E:RS SHItLL BE OF ALUMINUM ItLLOY 6063 T-6 5) FOR EXPOSURE : MUL 'PL Y ALL COLUMN HEIGHT VALUES BY .84 (ROOF ~ ~MS AJ 'E: NOT AFFECTED) 6) FOR COLUMNS.!! T SUP1- ORTlNG PRIMARY ROOF BEAMS COLUMN VALU~.: MItY S MULTlPUED BY 1.0S. 7) FOR CHAIR RAlL WALL P,~RUN, AND K-8RACE (SECONDARY MEMBERS) VAL~:S MUL 'PL Y COLUMN HEIGHT BY 1.10 8) ItLL COLUMNS A IJ) 8EAA S ARE PRIMARY MEIIBERS; CHAlR RAlL/WA1.L Pll.'!:. ':!~ K- !JRACEs. AND ROOF PURUNS ARE SECONDItRY M~ :fER5. 9) ItLL 5.M.B. SEC7 ')NS SHALL BE STITCHED TOP 4l BOTTOlrl W/(1) #10 5.M.~ 0 24- O.c. (MAX) t .. I~ ~ COLUMNS/ DESIGN LOADING 11 0 MPH 120 HPH 130 HPH ~ ~~ '::,~ 110-150 HPH ~, , 'B' , C' ( p';:n ( P,(;':f:") 13 18 15 21 18 25 21 29 P4 "~3 10 10 THESE STRUCTURE:S DE:SIGNED WITH TH~ 2004 FLORIDA BLDG. CODE W/ 2006 SUPPLEMENT cI: CHAP. 6 OF ASC~ 7 FOR 110-150 MPH WIND VE.OCITY (3 SEC. GUST) EXPOSUR~ B cI: C. VOID AFTER 2 1-09 Iw-.77 ,.. 17--n7 DA '0110 NORRIS ENGINEERING 112 COl.EMAN RD. WINTER HA'IEN, FL 33880 (863) 299-1048 P.E. 32186 Pg. 1-8 I I . 6" 7" .120 2' )( 6' S. H. B. 3 .1"" 2' )( 7' S. H. B. '3 SX==l. 97 1055 SX==2. 541062 t t 2' X 6' S. M. B. 2' X 7' S. M. B. ~IM CDLlMN HnGHT ~~~~ rPAClfIj CDLUHN HnGHT ~~~ II'H 110 120 13D 140 150 11D-150 II'H 110 120 11'30 140 150 ID-l50 3' 1P1'- ~'~iI 119' -4' S' -2' 17' -0' 25' -0' 3' 24'-8' '3' -4' 'e2'-0' 20'-8' 9'-4' 29' -0' 4' 19'- 8'-Y' ! 7' -2' 6' -1' 15' -1' 23'-6' 4' 22' -7' 1'-2' 19'-10' 18' -8' '7' -5' 27' -1' 5' 17'- 16' -'5' 15'-6' 4' -6' 13' -7' 22'-0' 5' 20' -9' 19' -6' 18' -2' 17' -1' 5' -10' 25'-3' 6' 6' -1 5'-1' 114' -3' 3'-4' 12'-6' 2D' -7' 6' 1~' 18'-1' 16'-10' 15' -9' 14'-7' 23' -5" 7' 15'- 4'--1' 3' -4' 12'-5' 11'-8' 19' -3' 7' 18' -0' 16'-11' 15' -9' 14' -8' 3' -7' 21'-9' 8' 4'- 3'...4' 12' -7' l' ~9' l' -0' 18'-1' 8' 17' -0' 15' -11' 14' -10' 13' -9' 2' -9' 20' -5' 9' 13'- 2' -9' 12' -0' 11' -3' 0' -6' 17' -1' 9' 16' -2' 15' -1' 4'-0' 13' -0' 2' -0' 19' -4' B" g" .22'" ,3 .""'" 11 2'X9' X . 072 X . 224 S. H. B. 2' )( 8' .S. H. B. SX==4. 44 t072 ~ SX==5. 47 1072 t t 2' X 8' S. M. B. 2' X 9' S. M. B. iP~lfIj CDLUHN HEIGHT ~~~ rPAClfIj CDLUHN HEIGHT ~~ II'H 110 120 130 140 150 I1D-150 II'H 110 120 130 140 l-s0 IlD-l50 3' 0'- 2-W +-6' 8' -3' 6' -9' '-6' 36'-0' 3' 34'-3' 32'-10 31'-'6' 9' -10' R' -4' ;4(]'-0' 4' 8'- 1'7' +-7' 6'-4' f' -11 '-8' 34'-3' 4' 31'-8' ,3D' -3' 8'-10 l5' -!1' -4' 3Br''-O' 5' '6'- rJ' 25' +-9' 4'-6' ~'-11' 11' -1" :'11'" -5' _Oi' 1'9'-4' 11'7' -111 '6'-7' 4'-4' P'-Il' 36'-0' 6' '5'- 24'''-1' '2'-10 l' -6' 20'-3' 30' -7' 6' -~, -4' 1;>0;' -11 4'-7' '2' -5' 1'-0' 34' -0' 7' '3'- 22'+-6' l' -3' 1 9'-11' 8'-8' 28' -9' 7' 25' -9' 124' -4' '3'-0' 'D'-11 9'-6' 32' -0' q;:: t:: 21'''-0' 19' -9' 18' -5' 1 7' -2' 1'7'-1' R' 11'4' -4' 11'3'-0' l' -7' 9' -9' 8'-4' 30'-0' 11' 19' -8' 18' -5' 7'-0' 15' -flJ' 25' -7' 9' [;:J3' -1' '''1' -9' 0'-4' 8'-10'1 7' -5' 28' -5' 9" 10" .3 Ul.. - 2' X 9' X .072 X .310 S. H. B. .3 .:vIA 2' X 10' X . 092 X . 389 S. H. B. .3 SX==6. 77 072 SX==8. 53 1092 2' X 9' S. '4. B. 2' x 10' S. M. B. t iPAClfIj CDLUHNHEIGHT I~~~ . IiPAclflj CDLUHN HEIGHT ~~~ II'H 110 120 130 140 1150 ID-l50 II'H 110 120 1130 140 150 IlD-l50 3' 6' - ' 34'-6' '3'-0' 2'-2' l' -6' 42'~{J' 3' '1'-11 40'-1' 138'-3' is' -9' '5'-'6' 8'-6' 4' l~- 11' 3P~ -_Oi' rJ' -10' 8'-11 8'-3' 39'-8' 4' '9' -4' , -5' 1.'?5' -7' '3' -3' -10' 5'-2' 5' 1'- 0 30A-4' 8' -9' 6'-4' '5' -8' 37' -10 5' '6' -In' , -0' 133'-;>' 0' -_Oi' 8'-11' 2'-6' 6' 9'- 0 2tr -4' 6'-10 4'-4' '3' -7' 36'-1' 6' 4'-6' P'-g' 30' -1 D' 8'-1' 6' -7' 0'-4' 7' '7'- 0 26A-4' 4'-10 p' -9' 1'-11' 4'-6' 7' 'p' -5' 0' -7' 28' -9' '6' -3' 4' -9' 8'-6' 8' '6'- , 24'-4' 'P'-10' l' -6' 0' -7' ~3'-0' 8' 0' -7' 8' -'3' Ii' -1D' 4' -9' '3'-3' 6'-10' 9' 4'- 1 23'-4' 1'-10 0'-6' 19' -6' 31'-6' 9' 1P9' -0' 7'-2' '-4' '3' -6' '2' -0' '5' -2' EXPlJSURE TYPICAL ALUMINUM COLUMN & BEAM DETAILS ' B' , C' DESIGN LDADING ( PSF> ( PSF) ClJLUHNS, 110 HPH 13 18 TABLES DR SCREEN ROOMS & ROOFS ONLY 120 HPH 15 21 f:lQIE; 130 HPH 18 25 1) BEAM SPANS IuA Y B6 INCREASED 20X 'MIEN 140 HPH 21 29 CONTINUOUS \IfR INteRIOR COLUMN SUPPORT 150 HPH 24 33 2) ALL BEAM I~ ",,' r LAlERAL PURllN. ~I 110-150 HPH 10 10 090' FRAU, ACRO ROOF 0 EACH POST IN SCREENED Sf. WA J) VALUES M~ BE IN 'Pou. TED FOR INTER MEDIA 1E: THESE STRUCTURES DESIGNED WITH THE 2004 LENGTHS SPACI. OR WIND REGIONS. FLORIDA BLDG. CODE w/ 2006 SUPPLEMENT 4) COLUMN tk I- :AMS ALL BE OF ALUMINUM ALLOY ~ CHAP. 6 OF ASCE 7 FOR 110-150 MPH 606JT-'6 I WIND VEl.OCITY (3 SEC. GUST) EXPOSURE B ~ C 5) FOR EXPOSU · 'c: t l7PL Y AU. ca.uIIN HEIGHT VOID AFTER 2-1-09 1_.77 1. .17..m VALUES' BY U (R BEAMS ARE NOT AFFECTED) 6) FOR COLU: J! NOT 'PPORTlNG PRIMARY ROOF BEAMS DA VlD NORRIS ENGINEERING COLUMN v. 'ES MA BE MULTlPUED BY 1.05 7) ALL S.M.B. S :CTlONS! SHALL BE STITCHED TOP tk BOTTOM 112 COLEMAN RD. W/ (1) 110 .M.S. 024" D.C. (MAX.) WlN7F:R HA YEN, FL J3880 Pg. 1-C (B63) 299-1048 P.E. 32186 (2) 1/4"_ Sn. BOL TS i ~ ,~ U ~ It) .... ~ :z: 2 X _ S.M.B. 2 X _ S.M.B. ** [ 2 1/8" RCi IItNG CHANNEl. W/ (2) 1/4" sn.. BOLTS OR (6) 110 X 3 "7FKS EA. SIDE 3" X :r COt. (2) EA. 1/4"_ S7l.. BOLTS OR (6) #10 X 3/4" TEKS EA. Sl (TYP. EA. SIDE IF CONT.) 2" X _ KNEE BRACE o 45' ANGlE (* --MAX. LDIGTH [ 2 1/8" ALUM. REC. CHANNEl. W/ (4) #10 X 3/4" TEKS INTO CONN. 0 POST/BEAM Ie (3) 110 X 3/4" TEKS EA. SIDE OF REC. CHANNEl. INTO KNEE BRACE. ** [ 2 1/8" REC. CHANNEl. W/ (6) EA. 110 SUS (2" MIN. EMBED.) INTO HOST STRUCTURE (WOOO) Qti . 1/4~- TAPCONS 1t 2 1/4" 0 1 1/2" O.c., STAGGERED (MIN. OF 2 PER CONN.) OR 2"x2"x.050" ANGlE EA. SIDE OF BEAM FASTENED SAME AS CHANNEl. * * t/fJJE; FOR 2 X B AND 2 X 9 5MB(S)- ADD 50% MORE CONNECTORS (~ AND BOLTS), FOR 2 X 10 SUB - BEAM TO COLUMN ADD 1CK<< MORE CONNECTORS. N. T.S. 2 X _ S.M.B. * * [ 2 1/8" REC. CHANNEl. W/ (2) EA. 1/4'" Sn.. BOLTS EA. DIRECTION OR ;-2"x2"1t.OSO" ANGlE EA. SIDE OF BEAM FASTENED SAME AS CHANNEl. 1 L 12 X _ S.M.B. BEAM TO TlNUOUS D~ COLUMN (SPUCES SHOULD BE 3'-4' ~CMf COWMN Ie STAGGERED.) 6 FT. (MIN.) NOTE: tF.F. BEAM SPAN IS ----1. MEASURED TO POINT OF KNEE.BRACE:. TO BEAM TO BEAM N. T.S. KNEE BRACE N. T.S. * 2" X 2" - 4' MAX LDIGTH OR CONNECTION DETAILS ~: ~~:: ~,'Cfx.MtfNG~GTH OR 2 X _ S. .8. SLOTTED OVER 2 X _ S.M.B. OPTION 1 DETAIL 2 X _'s BUTTED TOGETHER OPTION 2 DETAIL (INTERNAL GUSSET) ..... ...... .. . .. . .. . ..... .....: t:/fJIES; 1. SPUCE DETAIL SHO~ MA Y BE ROTA TED FOR IIANSARD APPUCA TlONS 2. IIA1NTAlN IIIN. 1/2" FROII SPUCE PLA TF: PERlIIETER TO ~ OF SQI\'EMs: 3. ALL SPUCE PLATES ARE AUJIIINUII ALLOY 6063 T-5 1t REQUIRED THICKNESS (SEE TABLE) 4. SPACE ALL SCREMS (3/4" IIIN. LDIGTH) EQUALL Y AROUND PERIMETER (STAGGERED IF NECESSARY). 5. SPACE 114 0 1" IIIN., 112 0 3/4" IIIN., AND 110 05/8" IIIN. 6. CUT TOP OF S.II.B. TO FIT TIGHT ALONG VERTICAL JOINT. 7. DRAWINGS ARE N. T.s. SPLICE TAILS L-'Xh L/2 THESE STRUCTURES DESIGNED WITH THE 2004 FLORIDA BWG. CODE W/ 2006 SUPPLEMENT d: CHAP. 6 OF ASCE 7 FOR 110-150 MPH WIND VELOCITY (3 SEC. GUST) EXPOSURE B d: C. VOID AFTER 2-1-09 's BUTTED TOGETHER DETAIL (EXTERNAL GUSSET) DA IItD NORRIS ENGINEERING 112 COLEMAN RD. WINTER HA YEN, FL 33880 (863) 299-1048 P.E. 32186 Pg. 1-D 2X OPTIONAL 2x2 DR 2x3 TOP PLA TE: V/ (3) '10 SHS INTO SCREV BOSSES (HIM 11) OPTIONAL POST TO BASE CDNNECTIONt (Fl1R 21<2, 2x3, & 2x4 PATIO SECTION) V/ (3) 'IOxl 1/~ SHS N ~ 'S TOP, PLA TE: OPTIDNIlL [ 2 1/81 X 1 1/.e' IN LIEU OF (2) L 11 X l' X 21 2 X.if- POST (TYP.) l' X 11 X 2' ANGLE CLIPS EACH SIDE OF POST V/ (4) 118 X 1/2' S. H. S. DR [ 2 1/81 (IJASHDJ) 21)(2' CHAIRR IL 2')(2' CHAIRRAIL 1/4- x 2 1/2- CONC. A.B. o 24- O.c. '.. " , . .." '1/4- x 2 1/2- . . ,'.. CONC. A.B. o 24- D.C. POST TO DECK N. T.S. . ',. '.. ',. " .. 1IOfW. ... ."". <<N.UIIII AIII:HOII "6IffML 1'01I MIlD 1II!tIIOII> 12D1IPII (TYP.) 2-x __- 2-x 2-x .125- ANGLE EACH SIDE 2-x 2-x .125 EACH SlOE (2) #10 x .3/4- s./J.s. EACH SlOE (1- D.C. SPACING) ,-x 2- BASE PLATF: (TYP.) PAVER POOL DECK DETAIL WITH NEW SCREEN ENCLOSURE M T. S. tiIJIE! GUssrr HA TE:R I AL SAlE AS UPRIGHT ANIJ 1/16' HINo THICKNESS 2'x~ HIM PtRLIN RECEIVING CHANNa. (1/16' DR GUSSET PLATE:S 11/ (8) '10 S. H. S. EACH SIDE UPRIGHT /CDLUHN PURLIN TO UPRIGHT/ COLUMN DETAIL N. T. S. THESE STRUCTURES DESIGNED WITH THE 2004 FLORIDA BLDG. CODE W/ 2006 SUPPLEMENT & CHAP. 6 OF ASCE 7 FOR 110-150 MPH WIND vaOClTY (3 SEC. GUST) EXPOSURE B & C. VOID AF7ER 2-1-09 DA VlD NORRIS ENGINEERING 112 COLEMAN RD. WINTER HA VEN, FL 33880 (863) 299-1048 P.E. 32186 Pg. 1-E BEAM TO POST CONNEC.TIONS [1 1/2- If CHANNEL #1OK3/""- ANDSEC/J. TEKS 0 1- 1/8- Jt .050- RECElIANG 'CURED ro 2-K- POST W/ o t- O.c., STAGGERED ro SEAM W/ #10Jt3/""- . c., STAGtERED, EACH SIDE. '2) L 2,-)(2-1(.050- UA Y 8E OF REDIANG CHANNEL. 2 x.3 TOP PLATE W/ (2) 110 S.U.s. 1- (UIN.) NOTCHED 2- X 'b S.U.~. TEJ..ESCOPED Oloei' 2- X POST AND SECURED W/110 X 3 - TEKS 03/4- O.c. STAGGERED ON EA. SIDE tiDJE; s.I/.8. USED AS POST I/A Y TELESCOPE Oloei' S.I/.8. USED AS BEAU OPTION 1 DETAIL N. T.S. OPTION 2 DETAIL N. T.S. 2 X J INTERNALL Y SCREVED W/2- X 110, ((4) / COL.) 110 X 3/4- 0 3/4- O.c., STAGGERED ON EA. SIDE. NOTCH 2 X-S.U.B. ro OVERLAP 2 X-..POST 2 X J SPEQAL 2 X 2 X .040- 1 X 2 TOP PLATE 110 X 1 1/2- INTO 2-)(2- o 24- O.c. (UAX) 2 X 4 (I/IN.) POST o T10N 3 DETAIL N. T.S. 2 X _ S.U.8. OPTION 4 DETAIL N. T.S. CONNECT [ CHANNEL ro FA5aA W/110 X 1 1/2- S.U.s. 0 1- O.C. STAGGERED [ 1 1/2- X 2 1,/1 X .050- RECElIANG CHANNEL W/110 X 3/4- TEKS, 0 1- O.C.. STAGGERED ON B TH SIDES. Ei NOTE: UIN.1 1/2- FAsaA THICKNESS, SECURED ro END OF TRUSSES W/ (2) 110 X 3- s.I/.s. M TO FASCIA CON.NECTION N. T.S. THESE STRUCTURES DESIGNED WITH THE 2004- FLORIDA 8LDG. CODE W/ 2006 SUPPLEMENT '" CHAP. 6 OF ASCE 7 FOR 11o-t50 MPH WIND VELOCITY (3 SEC. GUST) EXPOSURE 8 ct C. VOID AFTER 2-1-09 DA VlD NORRIS ENGINEERING 112 COLEMAN RD. WINTER HA \e/, FL 33880 (863) 299-1048 P.E. 32186 Pg. 1-F . 2- "'DE X .050 EXTRUDED STRAP 0 EA. BEAM CONNECTION W/ 1/"-' .>r 2- G SCREW THRU STRAP INTO FASCIA. (2) 110 X 3/4- TEKS SUPER GUTTER CONNECTIONS (2) #10x3' SCREVS ~ EA. RAFTER (Typ,) (PRE-DRILL TO ENSURE HITTING RAFTER TAIL) opnONA PURUN P. T. LUMBER BLOCKING (CONT.) IF REQ'O. - X 2 1 - X .050- SECURED TO GUTTER IV, 110 X '4 TEKS. 0 1 O.c. STAGGERED AND TO BEAM W/110 X 3/"- TEKS. 0 ,- O.c. (STAGGERED ON EA. SIDE) OPTIONAL STRAP CONNIOCTlON .040- X 1 1/2- STRAP o EA. ALUM. RAFTCR OB. 2- "'DE X .050- EXTRUDED STRAP 0 EA. BEAM CONNECTION W/ 1/4* X 2- LAG SCREW THRU STRAP INTO FASCIA W/ (2) 110 x 3/"- TEKS INTO. SUPER GUTTER (2) #10X3- SCREMS 0 EA. RAF7FR TO ENSURE HlmNG RAFTCR TAIL) #10 X :s- 02"- O.c. (MAX) (2) 110 X 3/"- TEKS 5- OR 7- SUPER GUTTER 110X2- SCREMS o 16- O.c. (TYP.) MOOO FURRING 0 EA. RAF7FR IF NEEDED. S.M.B. &- GUTTER CONNECTION OPTION 3 DETAIL AU. DETAILS SAME AS OPTION 1 EXCEPT AS SHOWN S.M. &- GUTTER CONNECTION OPTI N 2 DETAIL .---- --- AU. DETA. SAME AS OP11ON 1 EXCEPT AS SHOWN 2- "'DE x .050- EXTRUDED STRAP 0 EA. BEAll CONNECTION, W/ MIN. (2) #10 x 3/4- S.M.S. 0 EA. END 110 x 3/"- S.M.S. o 6- O.c. COMPOSITe: ROOF PANEL I l' MAX. O.H. OR I [3- OR ,,- ENGINEER DE:SIGNED 'V CARRIER BEAM OR WALL TOP PLA Te: (DESIGNED TO CARRY COMBINED ROOF PANEL .t Sl/B / GUTTER LOADING) THESE STRUCTURES DESIGNED WITH THE 2004 FLORIDA BLDG. CODE W/ 2006 SUPPLEMENT cl- CHAP. 6 OF ASCE 7 FOR 11D-150 MPH WINO VELOCITY (3 SEe. GUST) EXPOSURE B d: C. 110I0 AF7ER 2-1 09 DA WD NORRIS ENGINEERING 112 COLEMAN RD. WINTER HA ~N, FL 33880 (863) 299-1048 P.E. 32186 S.M.B. &- GU R CONNECTION OPTION 4 D AIL Pg. 1-G GR'D S. ~(MIN. .,.. (MIN, IM:IOO STUD STUD GR'D .019" ALUMINUM (MIN. 2" LAP Fa? lOT. JTS.) P. T. PLA TE: C2> .....iIIr 00 .. ~,,,,,,,'-t' p.." . I ',,' .... . .... .... :. . . : ~ If ...~. ..: ' . CD : '.' ':,: ':' 45" (TYP.) I ,.~~.. I ~ \l wo CONSTRUC770N REO'D SOIL SEPARA TlON N. T.S. 2'-0. M'N. BEFORE SLOPE I I 4" EXISTING SLAB J ~ ,-X. .. . ' " . . 4, : . .' :. ':. 4: ,,, '.. ..........;. . . :'" FLAT SLOPE / NO FOOTING 8" X S" W/ (1) 15 CONT. './FT. - 3"/FT. 2500 PSI CONe. W/ (1) 15 CONT. MIN. 2500 PSI CONCRE"TE: '11TH 6X6-10XtO W. W.M. a? FlBERMESH (TYPICAL) 12" X S" W/ (1) 15 CONT. sI y;:~~:~~). .~~..;".:. :i"~,. 12. I 3"/FT. - 6"/FT. FOOTING DETAILS ADDRESSING EROSION N. T.S. 2500 PSI. (MIN.) CONCRE"TE: 6x6-10/70 W.W.M. a? FlBERMESH CONCRE"TE: TYPICAL MONOLITHIC FOOTER ( TH I CKENL SLAB EDGE) N. T. S. f:KllES; IN LAKF CD/JNTY~ CD CONCRETE: rou, iA TlONS MUST BE 12" (MIN.) 8ELOW FINISHED GRADe ~ S" (MIN.) FROM FINISHED GRADe TO ANY UNTRCA TED IM:)O{) IS 12"x12" W/(1) 15 CONT. TH~ STRUCTURES DESIGNED WTH THE 2004- FLORIDA BLDG. CODE W/ 2006 SUPPLEMENT de CHAP. 6 OF ASCE 7 FOR 110-150 MPH WND VELOCITY (3 SEC. GUST) EXPOSURE B de C. VOID AFTER 2 1 09 DA \170 NORRIS ENGINEERING 112 COLEMAN RD. WINTER HA \lEN, FL 33880 (863) 299-1048 P.E. 32186 Pg. 3-C Date Receiived 11111111111 Owner's Name L-aa; C C tL zA- ~wner Phone Number Own.'SAdd";S I 3~ J~ ~ ~VJh ()vfI-, ~lt.-~~'''Numbe,1 Fee Simple Tit! holder Namel _~ :J Owner Phone Number I Fee Simple Titl holder Address I :5tt me. I YI/31 Ke/fjb1onfj~rlh Fi-3~d-- I LOU I 75 eJJarlfs -/en tJak; ~ 1 PARC:L 10#1 tJ:;-;;l.k;-;2..l-tJ2'ttJ -tJlJ&41-do<E( 0 (OBTAINED FROM PROPERTY TAX NOTICE) m NEW CONSTR ~ ADD/ALT D SIGN D MOVE D LJ INSTALL D REPAIR PROPOSED US D SFR ~ COMM D TYPE OF CONS RUCTION D BLOCK ~ FRAME D .In JOB ADDRESS SUBDIVISION WORK PROPO ED DEMOLISH BUILDING SIZE S?;) , OTHER I STEEL D E: Vlc..-I os. Vlr~ t/J HEIGHT I OTHER I GAS 1$ . 3'7 550 .CSD 1$ 1$ 1$ D ROOFING I I I I D I AMP SERVICE VALUATION OF TOTAL CONSTRUCTION ~ ,,- ~ ~ [)S] D D ELEC RICAL W,R,E.C. PLUM ING _ Q0~ ~(~ \O~Q. \J~Q..+'<..N--.~' , ' ---0:;;. ,,_~ VALUATION OF MECHANICAL INSTALLATION f\' \ '<n<1 - et~' ~ SPECIALTY ~ OTHER ~ () 1 6.."\"")'\~(," zG~, - (f5.~ FLOOD ZONE AREA DYES ro'1NO ~ ~ ao ~ ...\ FINISHED FLOO ELEVATIONS I Address l1ii~ 1~~RE~TS~N~') hc..1 License # IC-P~/~h rS-7 I I ~~ F~~~N~/Y6JN I I License # I ('HC./~/ ~g-/ 5 I I fr!1;~ fkfc~RENT I Y/N I I License # I (! 1c }'/)bQ57 I I Y/N FEE CURRENT Y/N BUILDER SIGNATURE ELECTRICIAN SIGNATURE Address PLUMBER SIGNATURE Address MECHANICAL SIGNATURE Address OTHER SIGNATURE: Addres,s License # I c. R r!.. 6 if::2 LfCf7{ RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsile, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects Attach (3) sets of Building Plans; (1) set of Energy Forms, R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanltary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance AttaCh (2) sets of Engineered Plans. ....PROPERTY SURVEY required for all NEW construction. COMMERCI.AL I SIGN PERMIT 111111111111 Directions: Fill out C1pplic tion completely. Owner & Co ractor sign back of application, notarized If over $250 a Notice of Commencement is required. (A1C upgrades over $5000) Agent (for th contra~tor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE C:OU ER P~RMITTING (Front of Application Only) Reroofs sew~rs Service Upgrades NC Fences (PloVSurvey/Footage) DrivewiIYs-~ t over Founter if on public roadways..needs ROW -~,....,.~,~._--,.._..~..-....-..-...-,...".~,~.,..~"._-",--""'-'.'" NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. 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 Pasco County Building Inspection Division-Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that \, the applicant, have been provided with a copy of the "Florida Construction Lien Law-Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify 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. 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, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government 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 Protection-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. US Environmental Protection Agency-Asbestos abatement. Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone "V" unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. 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 codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. OWNER OR AGE /( . ,'&t~~ M Subscribed and sworn 10 (or affirmed D~re I!J!l thi!\ '~ OV. ;).00 ~ by L.4:4u r~ J , c)c. ~ Who is/are personally known to me or haslhave prodllr:ed -0. L-- as identification. CONTRACTOR Subscribed and sworn ..:zoo 7 by Y; Who is/are p~lldlly knuwn:1P me or has/have produced as identification. h '13~ >..~ ommlSSlon ' Notary Public ~~ '6~ Notary Public .. "'..,.~ pI Ml(\"TATE OF FLORIDA Name of Notary typed.~~r\ ,,~tst~~~nne Bahr ;' 5f.~ ] Commission #. DD601110 ;::~", Expires: NOY. 15,2010 "n,. .J;'lL..;nc~o:.Lil:\GCO.,I!iC. Name of Notartl~~6itBffiJOil FLORIDA .'"",,....,,'. Suzanne Bahr . . ~.W)Co~ission#DD601110 "......',,' ExplIes; NOY. 15,2010 BO"iDED TIIRli AfLxnc Bo,'\mNG CO., 1;;C.