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Home My WebLink About06-6024 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT 6024 Permit Number: 6024 Permit Type: ADDITION/ALTERATION Class of Work: 434-ADD/AL T RESIDENTIAL Proposed Use: SINGLE FAMILY RESIDENTIAL Square Feet: Est. Value: Improv. Cost: Date Issued: Total Fees: Amount Paid: Date Paid: Work Desc: 7,470.00 8/08/2006 105.00 105.00 8/08/2006 SCREEN ENCLOSURE AND SLAB Address: 38522 HENRY DR ZEPHYRHILLS, FL. Township: Range: Book: Lot(s): Block: Section: Subdivision: CITY OF ZEPHYRHILLS Parcel Number: 02-26-21-0020-00300-0023 .~ /t {\ \1l()~ Y O\t " SHEATHING BUILDING FINAL REINSPECTlON FEES: Reinspection fees will comply with Florida statute 553.80 (2)( c) when extra inspection trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." NO OCCUPANCY BEFORE C.O. 'I' ~ I ATURE PERM. CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT 6024 Permit Number: Permit Type: Class of Work: Proposed Use: Square Feet: Est. Value: Improv. Cost: Date Issued: ,Total Fees: Amount Paid: Date Paid: Work Desc: 6024 ADDITION/AL TERATION 434-ADD/ALT RESIDENTIAL SINGLE FAMILY RESIDENTIAL 7,470.00 105.00 Address: 38522 HENRY DR ZEPHYRHILLS, FL. Township: Range: Book: Lot(s): Block: Section: Subdivision: CITY OF ZEPHYRHILLS Parcel Number: 02-26-21-0020-00300-0023 ~OL- / SHEATHING REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." NO OCCUPANCY BEFORE C.O. ~. CONTRACTOR SIGNATURE PERMIT OFF I CALL FOR INSPECTION - 8 HOUR NOnCE REQUIRED PROTECT CARD FROM WEATHER 813,780-0020 City of Zephyrhills Permit Application Building Oepartment Fax-813,780-0021 Date Received Owner's Name BUILDING SIZE I I I :3 '8'5~ (TIe 11 ZJ -h r. co", I (~ I 1 PARCELlD#I[):i-d/"J\-DO:QD-{)[) ~)w-Zf2D (OBTAINED FROM PROPERTY TAX NOTICE) @ ADD/AL T D SIGN 0 MOVE D DEMOLISH 'l- ~ REPAIR COMM D OTHER I I FRAME D STEEL 0 OTHER t:dL.U'Y'.1 ()L'/YI I ~'_n(l JC(5LlIlL' I HEIGHT I Owner Phone Number Owner Phone Number I Owner Phone Number I Fee Simple Titleholder Address JOB ADDRESS SUBDIVISION PROPOSED USE B D D NEW CONSTR INSTALL SFR BLOCK DESCRIPTION OF WORK ~ D D I Cj'JYf\ f clp ,"jC' C~ f! J, SO FOOTAGE I / <,:;. n WORK PROPOSED TYPE OF CONSTRUCTION D I a~;C. -id 1$ '7 1-/ 'I (), LICJ 1$ I 1$ I 1$ I D GAS D ROOFING D FINISHED FLOOR ELEVATIONS I I BUILDING VALUATION OF TOTAL CONSTRUCTION ~ D D D ELECTRICAL AMP SERVICE D PROGRESS ENERGY CJ W.R.E,C, PLUMBING j Not- MECHANICAL VALUATION OF MECHANICAL INSTALLATION SPECIALTY D FLOOD ZONE AREA OTHER DYES ONO Address !i _ /0')- ~~ -.,,) BUILDER SIGNATURE ELECTRICIAN SIGNATURE License # COMPANY REGISTERED YI N FEE CURRENT Y/N License # COMPANY REGISTERED ~ FEE CURRENT ~J License # COMPANY REGISTERED ~ FEE CURRENT ~ License # COMPANY REGISTERED ~ FEE CURRENT ~J License # Address PLUMBER SIGNATURE Address MECHANICAL SIGNATURE Address OTHER SIGNATURE Address RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Sanitary Facilities & 1 dumpster Attach (3) sets of Building Plans; (1) set of Energy Forms, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Sanitary Facilities & 1 dumpster All commercial requirements must meet compliance. Attach (2) sets of Engineered Plans. -PROPERTY SURVEY required for all NEW construction. COMMERCIAL SIGN PERMIT Directions: Fill out application completely. Dwner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (AlC upgrades over $5000) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITIlNG (Front of Application Only) Reroofs SewersServi co Upgrades AlC Fences (PloVSurvey/Footage) Driveways-Not over Counter 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 I, 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 govemment 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, WaterlWastewater 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 ServiceslEnvironmental 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 offill 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, ~dvf t~ Notary Public c=m,,;j/rd (. IZ ~ Notary Public Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped ~~ Jeffrey E, ROberson \.~; My COl'l1rf1jllion 00313632 or" ~ April 27 2008 ,~1\. Jetrrey E, Roberson . ~j MyCommiaaion00313632 ~..~ ExpirnApril27 2001 NO CONSTRUCTION MAY BEGIN UNTIL NOTICE OF COMMENCEMENT POSTED ON JOB SITE 1111111111111111111111111111111111111 11I1111111 111111111111I 2006160109 Rcpt: 1021902 Rec: 10.00 g~~007./000 IT: 0.00 6 Dpty Clerk Permit No. Tax 10 No. NOTICE OF COMMENCEMENT JED PITTMAN~ PASCO COUNTY CLERK 08/07/06 0~:54am 1 of 1 OR BK 7122 PG 263 State of ~ida County 0().J,.~i) THE UNDERSIGNED hereby gives notice that improvement will be'l1Jade to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. egal Descri tion of property and street address, if available, ~ -0 a Owner' Address _ (l Owner's interest in sitenf imp Fee Simple Title holder (if other than owner) Address ~ ~ ~~~::~W~~~~ . ~f1~ .~~ Surety - .. Address .. .. . AmOUn~$ Lender Address Persons within the State of Florida designated by OWner upon whom notices or other documents may be serve a provided by Section 713.12 (1) (b), Florida Statutes: Name Address In addition to himself, owner designates of Section 713.12 (1) (b), Florida Statutes. Expiration date of Notice of Commencement (the expiration date is one year from the date of recording unless a different is specified). THIS SPACE FOR RECORDING ONLY ~1.J.i~r Owner's Name STATEOF~~ COUNTY OF 1) "lAd. *= dfDP T e fore oin instrument was acknowledged before me thisQL:70ay of . ,0 by , , who is perso ally know me or who has pr aced as identification. ~3\. Jeffrey E. ROtlerIon S. t..~i My CommiaIion 00313632 ....., Exp!reeAprH272oo8 TYPQ or Print Name of Notary Commission Number - a copy of the Lienor's Notice as provided in f"~0{2-\ ~ Pr ~lp 2,1- 3 ~q J,J ~&U:- ~t -S-b2 0 - 8'0"- =n:= ~-~ "'''41!''' t"'<.. =ot'J!i 2~~ C'Ho'lO O~~ ;J=~ -<., O~. > r t"',...j ~rr-'.' 1- T 1- ~~ ~ J ~l II o~ n ~ ~ H ~ iiiJ-. '" x ~ g ~ ~ ~ ~ '~a AHN3H zz;ar w <.l:! 9 CX! 9 "'''' ~~ -<~ ~ I'V <Q 9 --- 12' 0" - ------------, 60' 0" "-- w q ~~ m,.n~~l~- g~!f~ . rn ii: O"ll 6. ~i~~ ~.ec,.. "",' fi;::",t:I ~, g ~ ~ . "'''' c"'o LV;;.. ::000 V~ -"'I '" ~ ~ 1----- -- 24' 0"- a;::t'I:l>tl:l tr1~bC: ~~~~ ~~~~ ~ ntst'"'F O~tr1r t::l~tl:ln rnz~~ CJz~ ~p~ ~ 80' 0" ~ 01 q 9 ~~ ~ U ! ~ i [ ~ ~ ~ ~ g ~ ~ " ~ ~ . H ~ [ ~ ~ ~ ~ .... f--------- 30' 0"---, N ~ ~ 1 ~ x ~ n I ~ ., '" x '" i 2' 8'1-- 5' 4"-i 3' O"i I ! 2' 8"- 5' 4"---1 3' 0"1 LXZ~ '" ,.. m 'T1 -< m ,.. m ~ is z f-~'-~-~, 30' q:~ZH__- T I I i LXZ o:! '" x "" CJl ;:: zxz CD I o:! 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ELEV. ~///////.'/// ~l::\ ~ ~~ % ~~ ~ o @j~:Ja % :2;:t.:l './ WI % ~ ~ I /1\ ~ ~ ~ __ ~ 1/ l \ V) '.ceJ.dN . ,. lIE. tJJ1Usr / o 1/ h~~~ OR K-BRACE // '" REO'D FOR WALLS / / LDNGER THAN 16' -8' /:: / .............. / / / / //////,'/ ~ ~ ~! ~ ~ - /1\ PLAN 41' -8' PRO.J, ~ ~ ....... SCREE~ I rPOS-V- ~ ... II (SEE TABLD 5',:!: _ e- X2' CHAIRRAI " ~. / ~ .>-'K' BRACING' ALSO PERM I SSABLE ~ ~.......... 1/ /' -....... It' ELEV. It' " EACH ADDITIONAL BA r BEYOND 41' -8' MUST BE BRACED WIND BRACING DETAIL ^ 2' X2' / ~ K-BRACE / /1 ______ 3' X 7' X O. 045 PLA TE · . ,~ W/ 6-#10 S. M. S. DVER SCREEN -~ 2' X 2' CHAIRRAIL . . .~ ~ ~ K-BRACE DETAIL ELEV. 25'-0' , SEE TABLE FOR POST SPACING @ ~iW~L K -' -' <<: ~l ROOF BEAMS FRAMED TO PDST NOTD A T ALL CORNERS NOT FULL Y ATTACHED TO EXISTING STRUCTURE WIND BRACE EACH DIRECTIDN '.1/ 1/8' S. S. CABLES AND 3/8' EYE BOL TS EACH END -DR- C' X c' X 1/8' ANGLE W/ 4-#10 X l' ~ ~ ~ INTO EACH FRAMED MEMBER CROSSED BY BRACE (SEE K-BRACE DETAIL ABOVD TYPICAL POOL ENCLOSURE ELEVATION NOTD l' X 2' X O. 045' W/ 6-#10 S. M. S. X l' ON INSIDE DF K-BRACE 2' X 2' K-BRACE ~ I 10 "l-" ~<: W~ :::,: Q: >=: L..J t3 Q: c;j ~ t:l "liS L..J ~-J q ....... Q:W V) l::j~ W'-'l -J Ol:l~ ~L... THESE STRUCTURES DESIGNED WITH THE 2004 FLORIDA 8WG, CO '_......,<~,.. ) & CHAP. 6 OF ASCE 7 Fo /10-135 MPH WIND VELOCITY (3 SEe. GUS POSURE-8 VOID AFTER 2-1-07 DA VlD NORRIS ENGINEERING /12 COLEMAN RD. WINTER HA VEN, FL 33880 Pg. 1- A (863) 299-1048 P.t, 32186 f~x" 35 II f~~r .045 u JJB. N ~1 SX=. 23 N SX=. 35 _ SX=, 44 ::.- I 2" I I 3" I I 3" I I 3" --.-j 2' X21 PA T I 0 3" X 21 PATIO 2' x 31 PA TIO PACING COLUMN HEIGHT BEAM ~PACINO COLUMN HEIGHT BEAM 'PAClNC CDLUMN HEIGHT BEAM SPAN SPAN SPAN HPH 110 120 130 110-135 HPH 110 120 130 110 135 HPH 110 120 130 110-135 3' 8'-0' 7'-B' 7'-4' 8' -B' 3' 10' 10' 9'-6' 9' 0' 10' -B' 3' 11 ' 6' 10' B' 10' -0' 11' 9' 4' 7'-4' 7'-0' 6'-B' 7' -1 I ' 4' 9' 4' B' -1 0' 8' 4' 9' -9' 4' 10'-6' 9'-B' 9' -1' 10' -9' 5' 6' -9' 6' 4' 6' 0' 7' 4' 5' B' -B' B'-2' 7' 6' 9' l' 5' 9'-6' B' .'11' B'-3' 9' -10' 6' 6' 3' 5' -11 ' 5' -7' 6'-10' 6' 8'-0' 7' -5' 6' 10' 8' 6' 6' 8' 10' B' 3' 7' 7' 9' 0' 7' 5'-10' 5'-6' 5'-2' 6' -6' 7' 7' -4' 6'-10' 6'-5' 8' -0' 7' 8'-3' 7'-B' 7' -1' 8'-5' 8' 5' 6' 5' 2' 4' 10' 6' 2' 8' 6' 10' 6'-5' 6' 0' 7' -6' 8' 7' -9' 7' -'2' 6'-8' 8'-1' 9' 5' -3' 4'-11' 4' -7' 5'-10' 9' 6'-6' 6'-1' 5' B' 7' 2' 9' 7' 4' 6' -'10' 6' -4' 7' 10' I ,- ;.ll u&,,; 15' ~ ~ : . 4" I~SO , ..-:950 ''<I } - '" - ~ SX=. 55 SX=. 70 ,12~ SX=. 98 ~ j044 I 2' I I 2" I I 2' X 48 TIL T 2' X 48 PA TID 2' x 48 S. M. B. oPACIN(; COLUMN H[[GHT BEAM PAC [NO CDLUMN H[[GHT BEAM 'PACING COLUMN H[[GHT BEAM SPAN SPAN SPAN HPH 110 120 130 110-135 HPH 110 120 130 110-135 HPH 110 120 130 110-135 3' 14' 5' 11' 4' 9' 11' 12' 11' 3' 13' 10' 12' 2' 11' 2' 14' -6' 3' 16' 0' 15' 6' 15' 0' 17' 4' 4' 12' 9' 10' -0' B' -9' 12' -0' 4' 12'-13' 11' -2' 10' -4' 13' 8' 4' 14' 10' 14' 3' 13' 9' 16'-6' 5' 1!' -B' 9' -2' 8' -0' 11'-2' 5' 10' -10' 10' -2' 19' -6' 12' -10 5' 13'-10' 13' -2' 12' -7' 15' -6' 6' 10' 10' B' 6' 7'-5' 10' 4' 6' 10' -0' 9' 4' B' B' 12' -0' 6' 13' -0' 12' -3' 11' -7' 14'-6' 7' 10' 2' B' 0' 7'-0' 9' -8' 7' 9' 3' B' 7' 8' 0' 11'-3' 7' 12' 3' 11' 6' 10' 9' 13' -7' B' 9' -9' 7' -B' 6'-B' 9'-2' B' B' -8' B'-o' 7' -5' 10' -l' 8' 11' 7' 1 0' -10 10' - I' 12' 9' 9' 9'-6' 7' -6' 6'-6' B' -10' 9' 8'-2' 7' -7' 7'-0' 10' -0' 9' 11' -0' 10' -3' 9' -6' 12' -0' ,," - f-:-; 00 1 SX=l. 35 } rOSO I . 2" x 5' S. M. B. PACING COLUMN H[[GHT BEAM SPAN HPH 110 120 130 110-135 3' 20' 0' 19'-4' 18' -B' Pl'-6' 4' 18'-6' 17' -8' 17' -0' 1 9' -10' 5' 17' 1 ' 16' 3' 15' 6' lB'-4' 6' 15' - 9' 14' -10' 14'-0' 1 7' -0' 7' 14' -7' 13'-B' 12' -9' 15' -10' B' 13' 8' 12' - 9' 11' -10' 14' 10' DESIGN LOADING 9' 12'-11 12'-0' 11 ' -2' 14'-0' COLUMNS: 110 MPH - 11 PSF 120 MPH - 14 PSF 130 MPH - 16 PSF 135 MPH - 17 PSF BEAMS: 110-135 MPH - 10 PSF TYPICAL ALUMINUM COLUMN & B~AM D~TAILS THESE STRUCTURES DESIG~TH ~ TABL~S FOR SCR~~N ROOMS & ROOFS ONL Y THE 2004 FLORIDA BLDG, ODE "'" ,-,>) & CHAP. 6 OF ASCE 7 FO -135 MPH WIND VELOCITY (3 SEC. GUST) EXPoSIJRE B, NOTD }) BeAM SPANS ,.,A Y Be INCReAseD 2070 WHeN CONTINUOUS oveR VOID AFTER 2-1-07 Iw=,77 INTeRIOR COLUMN SUPPORT 2) ALL BeAM SPANS ASSUMe LA TeRAL PURLINS (2' x2') ~ 90' FRAMeD DA V1D NORRIS ENGINEERING ACROSS ROOF ~ eACH POST IN SCRE:eNE:D SIDE: WALLS 112 COLEMAN RD, I 3) VALUE:S MAY BE: INTE:RPoLATE:D FOR INTE:RME:DIATE: LE:NGTHS OR SPACINGS WINTER HA VEN, FL. 33880 Pg, 7-8 OR WIND RE:GIONS. (863) 299-1048 PE 32186 s" 7" ~ 1 II 1 ,12~ - 2' x 6' S, H, B, ,12~ I- 2' x 7' S. M. B. SX=I, 97 1055 SX=2. 541062 ;, ;, I I 2' x 6' S. M, B. 2' x 7' S. M. B. PACING CDLUHN HE:IGHT BEAH PACING COLUMN HE:IGHT BEAM SPAN SPAN HPH 110 120 130 11 0-135 HPH 110 120 130 110-135 3' 26' 6' 22'-6' 2E' -10' 25' 0' 3' 26' 9' 25' 8' 24' -7' 29' 0' 4' 21' 8' 20' 8' 1 9' -8' 23' 6' 4' 24' 6' 23' 5' 22"4' 27' l' 5' 1 9' -11 ' 19' -3' 1 7' 11 ' 22' 0' 5' 2E' -6' 21' -5' EO'-4' 25' -3' 6' 18' -6' 17' -6' 16' -6' 20' 7' 6' 20' -10' 19' -9' 18'-8' 23' -5' 7' 17' 4' 16' 5' 15' 4' 19' 3' 7' 1 9' -6' 18' -5' 17' '-4' 21' -9' 8' 16' 4' 15' 5' 14' 4' 18' 1 ' 8' 18' 5' 17' -4' 16' 3' 20' 5' 9' 15' 6' 14' 6' 13' -6' 17' 1 ' 9' 1 7' -6' 16'-5' 15', 4' 19' 4' 10' 14' 9' 13' 9' 12' 9' 16' E' 10' 16' 8' 15' 7' 14' '-6' 18' 4' g" g" !J j ,22.1.- L-- 2' x 8' S. M. B, ,22.1.- 2' X 9' X,072 U24 ~] I-- ~\ SX=4. 44 1072 SX=5. 47 1072 ~ I I 2' x 8' S. M. B. 2' x 9' S. M, B. ~PACING COLUMN HE:IGHT BEAM !lPACING COLUMN HEIGHT BEAM SPAN SPAN HPH 110 120 130 110-135 HPH 110 120 130 11 0-13 3' 33' 4' 32' 0' 30' 8' 36' -0' 3' 37' 2' 35' 8' 34' "', 40' 0' c 4' 30' 4' E9' 0' 2B' B' 34' 3' 4' 34' 4' 3E' 10' 31' 4' 38' 0' 5' 28" 27' 0' 25' B' 32' 5' 5' 31' 10' 30' 4' 2B' - J 0' 36' 0' 6' 26' f!' 25' 4' 24' -8' 30' 7' 6' 29' 8' 2B' 2' 26' 8' 34' -0' 7' 25' 2' 23' 10' 22'-6' 2B' 9' 7' E7' 11' 26' 5' E4'-11' 32'-0' 8' 23' -10' EE' 6' 21' E' 27' 1 ' B' 26' 5' 24' 11' 23'-S" 30'-0' 9' 22'-f!' 21' 4' 20'-0' ES' 7' 9' 25' l' 23' 7' EE' ]' 28' 5' 10' El ' -B' EO' 4' 1 9' -0' E4'-4' 10' E3' -10' 2E' 4' 20' -10' 27' 0' 9" 10' II 2' X 9' X . 072 X . 310 S. M. E. ] 2' X 10' X . 092 X . 389 S. M. E. j ,31..Q... t-- ,3BJL - SX=6. 77 1072 SX=8, 53 1092 \\ 2' 9' I. 2' 10' S. M. B. I x S. 'M. B. X PACINi CDLUMN HEIGHT BEAM PACINi COLUMN HE:IGHT BEAM SPAN SPAN HPH llD 120 130 110-135 HPH 110 120 130 110 135 3' 39' -2' 37' -6' 35' 10 "IE' 0' 3' 45' -6' 43'-6' 41'-6' 48' 6' 4' 36' -10' 35' 2' 33' 6' 39' -8' 4' 42' -B' 40' B' 3B' -8' 45' -E' 5' 34' 7' 32' 11 31' -3' 37' -10' 5' 40' -0' 3B' 0' 36' -0' 42'-6' 6' 3E' 5' 30' 9' 29'-1' 36' l' 6' 37' 6' 35' 6' 33'-6' 40' 4' 7' 30'-3' 2f!' -l' E6' 11 34'-6' 7' 35' 2' 33'-2' 31'-2' 38' 6' 8' 28' 6' 26' 10 25' E' 33' 0' B' 33'-2' 31' -2' 29'-2' 36' 10' 9' E7' -0' E5'-4' 23'-8' 31' -6' 9' 31' 6' 29' 6' 21' -6' 35' 2' 10' 25'-8' E4' -0' 22' -4' 30' 0' lD' 30' 0' 2B'-0' 26' 0' 33'-6' DESIGN LOADING CDL UMNS, 110 MPH - 11 PSF 120 MPH - 14 PSF 130 MP.H - 16 PSF 135 MPH - 17 PSF BCAHS: Ilo-135MPH - 10 PSF TYP ICAL ALUMINUM COLUMN & Bf:AM Df:TAILS THESE SmUCTURES DE5JGNED 'Me THE 2004 FLORIDAG. CODE TABL~S FOR SCRf:EN ROOMS & ROOFS ONLY & CHAP. 6 OF ASCff!!;(OR 110~735~'MND VELOCITY (3 SEC, GUST) tXPe-SJJE.fJ3., NOTD J) BE:AH SPANS HAY BE: 1NCRE:ASE:D eo7. VHE:N CONTINUOUS OVE:R VOID AFTrR 2-7-07 Iw=,77 INTERIOR COLUMN SUPPORT E) ALL BE:AH SPANS ASSUME: LA TE:RAL PURL INS (c' xc' ) e 90' FRAME:D DA V1D NORRIS ENGINEERING ACROSS ROOF e E:ACH POST IN SCREE:NCD SIDE: WALLS 772 COLEMAN RD, 3) VALUE:S MA Y BE INTERPOLA TE:D FOR INTE:RHEDI A TE: LENGTHS OR SPACINGS W/NTrR HA VE:N, FL. 33880 Pg. 7-C OR WINn RE:GIONS. (863) 299-7048 P.E. 32786 SUPER GUTTER CONNECTIONS ~" WIDE X .D50' EXTRUDED STRAP C EA, BEAM CONNECnON W/l/4'(II X 2" LAG SCREW THRU STRAP INTO FASCIA. (2) #10 X 3/4" TEKS (2) #10X3' SCREWS 0 EA. RAFTER (TYP.) (PRE-DRILL TO ENSURE HlmNG RAFTER TAIL) S.M.B. & GUTTER CONNECTION OP TlON 1 DETAIL opnONAL STRAP CONNECnON ,040' X 1 1/2" STRAP o EA. ALUM, RAFTER .QB [ 1 1/2" X 2 1/8'. X ,050" SECURED TO GUTTER W/ #10 X 3/4' lEKS. @ ," O.C, STAGGERED AND TO BEAM W/ #10 X 3/4" lEKS, G 1" O,C, (STAGGERED ON EA, SIDE) P.T. LUMBER BLOCKING (CaNT.) IF REQ'D, 2" WIDE X ,050" EXTRUDED STRAP 0 EA. BEAM CONNECnON WI 1/4(11 x 2' LAG SCREW THRU STRAP INTO FASCIA W/ (2) #10 x 3/4' TEKS INTO SUPER GUTTER (2) #10X3" SCREWS 0 EA. RAFTER TO ENSURE HlmNG RAFTER TAIL) . #1OX2" SCREWS '\. C 16' O,C, (TYP.) "'---KOOD FURRING C EA. RAFTER IF NEEDED S.M.B. & GUTTER CONNECTION OP TlON 3 DETAIL All DETAILS SAME AS OPTION 1 EXCEPT AS SHOWN S.M.B. & GUTTER CONNECT/ON OPT/ON 2 DETAIL All DETAILS SAME AS OPTION 1 EXCEPT AS SHOWN THESE STRUCTURES DESIGNED WITH THE 2004 FLORIDA 8~.COD~, & CHAP, 6 OF ASCE ~R 135 Mffl WIND VELOCITY (3 SEC, GUST) ~~-D, VOID AFTi:R 2-1-07 DA VlD NORRIS ENGINEERING 112 COLEMAN RD, WINTER HA VEN, FL. 53880 (863) 299-1048 P.E: 32186 Pg. 1-G GR'D .019 ALUMINUM (MIN, 2" LAP FOR VERT JTS.) . , WOOD STUD D STUD GR'IJ 5' (MIN.) 4" (MIN.) ~ .',~~ t~'~.~" ~'. ~.~.; :.~ ',: ~<. .. ,. ~ '. -:. . . CD ..., ,-;. ,~;'" I ,~.', I ~ v GR'D p, T PLA TE P. T PLA TE WOOD CONSTRUCTION REQJO SOIL SEPARA TION N. T. S, 2' -0' MIN, BEFORE SLOPE I 4-" EXISTING SLAB 8' X 8" W/ (1) #5 CONT FLA T SLOPE / NO FOOTING 1"/FT. - 3'/FT. 2500 PSI CONC. W/ (1) #5 CONT MIN. 2500 PSI CONCRETE WITH 5X5-10Xl0 W. W.M, OR RBERMESH (TYPICAL) 12" X 8' W/ (1) #5 CONT. '<~}~: ]2' BI :::j:'~}~\j~ :.:(;~ I 12' I ~ RIBBON FOOTING. (FOR SCREEN ENCLOSURES) 3"/FT. - 6"/n: FOOTING DETAILS ADDRESSING EROSION N. rs, 2500 PSI, (MIN.) CONCRETE FINISHED GRAIJE FINISHED GRADE 5x5-10/10 W. W.M, OR RBERMESH CONCRETE . ~ ~~.'" .........~..... ::7~ ~ '~' "4:'''U .do . 40 <fl CD '10 .",' 4 , '. . :' :"'. '. , ~ #5 REBAR CONT. " ~ ..4 "~/1 ..- - -.r;:: U 00 6 ... #5 REBAR CONT. ~ (c) #5 8' MIN. " , ", B" MIN !JJ 16' MIN. THK/ ND SLAB EDGE DETAIL N. T, S. TYPICAL MONOLITHIC FOOTER N. T. S. t:JIllfi' IN LAKE COUNTY: CD CONCRETE FOUNDA nONS MUST BE 12" (MIN.) BELOW RNISHED GRADE (?) 6" (MIN.) FROM RNlSHED GRADE TO ANY WOOD IN HILLSBORO COUNTY: ~ GLASS ROOMS REOUlRE (MIN.) 16'xlS" MONOLITHIC FOOTER W/ (2) #5 REBAR 4- SCREEN ROOMS AND POOL CAGES REOUIRE (MIN.) 8"x8" MONOLITHIC FOOTER W/(1) #5, WOOD CONSTRucnON REQUIRES SIGNED AND SEALED SITE SPECIFIC DETAILS THESE STRUCTURES DES/~>BWlTH THE 2004 FLORIDA BLOG, CODE &- CHAP, 5 OF ASCE 7 Fi 110-135 MPii' "I WIND I,/[LOCITY (3 SEC. Gust)EXP..OSJ.lBL/j-cD. VOID AFTER 2-1-07 DA V/D NORRIS ENGINEERING 112 COLEMAN RD. WINTER HA I,/[N, FL. 33880 P 3 C (863) 299-1048 PE 32186 9. -