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HomeMy WebLinkAbout98-8003 BUILDING PE,RMIT ELECTRICAL CITY OF ZEPHYRHILLS (813) 788-6611 AFTER HOURS PHONE NUMBER (813) 788-5262 PLUMBING Permit 8003 15 Date I tJ-J - ?tf r;.s':tJ7} BUILDING MECHANICAL Sewer Conn Water Conn: Water Meter: T,I.F.'s: Descriotion of Work Energy Code: ~ ;:'~;-.J - -4 / FINAL I(!)" .;2 NO OCCUPANCY BEFORE C.O. Complete Plans, Specifications and Fee Must Accompany Application. C.O. All work shall be performed in accordance with City Codes and Ordinances. DATE Inspector 2.L City License Registration # State Certified License# /3.~- p~'m;t Fee Jb ~ Signature _________ _ ___~ Company Address Telephone# Valuation or Contract Price ...s ':' f-./rl9 . h) , af}' Oh71..l'A ~~ A". BUILDING jo/8/18 g,'ll- ELECTRICAL PLUMBING MECHANICAL Ftr. Pre SLB Lintel FRM. Insul. CL WL Breakers Ducts Insl. Compressor Final Driveway Jo/~ /lj~ ~'n Tp. Serv. Rough In Meter Can Con st. Pole Pool Pre-Meter Final SLB Tub Set Water Sewer Final REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($"t-!r.6e) shall be made for each trip for each trade: ~-;tTO a. Wrong Address b. Condemned work resulting from faulty construction. c. Repairs or corrections not made when inspection called. d. Work not ready for inspection when called. e. Permit not posted on job site. f. Plans not at job site. g. Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. fI' j;! /A-1L r ;2IL 6t"?K.j'~ A Lv f-<" '3'S 0"5 <1 Lt~,.J 1~0l) \- LcD r , ' I: ; I, i '! I" j:; ,I ~ ~-> IV I\~' 4-. (QLfO. ~ I ' () I I:: ! ' I:~ BLDG-, . - c;iJ 1'1 0'/& I : :I;PLuw1~. I! f \ /' i::WH:U-1. /U /'f !.; (i..Lt. C. 'I , , ; ~ I I:; c ~, /,J ~ -;:><--' X S7 Co X 'Set. F-I :5q. F-l Iii C({ I~ P \ -,- 1\ \ I' ill" I \j ^- : ~ . . I r- ,t, ! ' !;: CON,\Jrz:..c...~nDN F~E- ~ Iii , , , , ~ i I " " ,I: :!, /J/A- :i: , Ii , 'i ~ I i Iii 'i' ~ ::i RflCbrJ &AS. 57/' " ::: 57" ~1' F-r; "I' :! ,il i:! -1R:f)N S porL rA 1-( {) N l/lVt pt-K.,l- Ii, ,'j I" , ! "... ,- G: Iz- S I I l!t '" Ilj , ' Iii I' ,JIlt -LPl~ #"'1 {) 7 f, III ." Iii I, I . ~ " 'lA, 1'77 lAW. ,. 111." 11111111111111111111111111111111111111111111111111 . 98111797 DC'......"..G r..,n,., .....u NOTICE OF CO'MMENCEMENT } '~","~Anll IN DU~I.ICAnl Rcpt: 268547 Rec: 6. 00 State of Florida DS: O. 00 IT: O. 00 Countv of I 09/14/98 Dpty Cler The undersigned herebv informs nil concerned that hnprovoments will be mode to cortain real propertv. and In accordance, with section 713.13 of the Florida Statutes. the following Information Is .tated In thl. NOTICE OF COMMENCEMENT. De.cription of propertv ,.,.,... i. ~ .?-.~.:h. I... .ala.a.., L/tlc?a.a.... .ar? 1. .c..?.......................... .....................,...,..,...1..2 o.~.q...,. ,.l-r::r...~ hd.J{.".. .l.P~~.................... ................ ...... ......,...........,......,....,., .q~(J~,f.l-:.. i,. .,~. ,~... '.....,...,......... JED PITTMAN, PASCO COUNTY CLEi General description of improvements..... CA'''':"(l(/.~ t.........,................ .8~.~~~~;':J~~P. Ip~f l42E Ow..., .. . . . . . . era <4 . . . . 7hC/./m t.c . . .. . . . . . . . .. . . . . . , . . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . .. . . . .. . .. . .. .. . .. . . . . .. .. . . Address..,.. '0.c9 .t!.s.ZJ".., ~. f+:~.,,:-.~~.... .?~~.,......,..,........................................... Owner's interest in site of the lmprovetnent . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , , . . . . , . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Fee Simple Title holder (If other than owner) Nalne ,." ,... ,.........".,................., ,.........,..., .... ,.,........,...........,.....,..... ..... ... .................... Address .,....,...,....,.............,."......,..,."..,...,..,.......,..........,.."...,...,....,............................ A' :' ':Of) t Jon n t.( '^ :.,4fntractor . . , ,4,t.~-:l....-. , , , .~ /'<, I t.4-n, . . . . . . . . . ,q. . ..1. . , , . , , . . . . . . . . . , , . . . . . . . . . . . . . . . . . .. . ... ..... . . . " . . ;J Address...,.. ,11 O.ff, if..,. ~,~..,.. ..l-:!rr t!.~ .<~,., .r:~.....?.j. .>::~.')........................ Suretv (if anv) ,....,..,",.........,.....,............,........"..".......".,..,......,.,........,........................... Address....,...........".......,.,......,.........."....,....,..,...........".,.....,.... .At"ount of bond $................ AnV person mal<ing a loan for the construction of the improvements: f Natne ...,., .,..., ,. ,"...,. '" .."., ......... .,...,..............,.....,.. ."..,. ." ..,..... .,......,............................ Address ..".."...,..,.....".....,..",...."......,.............,...""..."".............,...,....................."..... Persoll within the State of Florida designated bV owner upon ~hom notices or other documents mav be served: Natne .................,.....,.....,.."......,.,....,."."...,...,."."."...,....,...........,............,................. Address ',.".,........"..".,.".....,....,........."...."..,....",.,...,...."",."..,.................,................. In addition to himself. owner designates the following per SOil to receive 0 coPV of the lienor's Notice 8S provided in Section 713.13 (1) (h). Florida Statutes. (Fill in at Owner's option). Name ............... '.................. ........-................................................................... .......... ... .... Address ',.."....,......,.. '.' . , , , , . . . . , .. . . , . . , . . . , , . . . . . , . .. , . .. . .. . , . . . . . . . . . , , , , . . . . . '.' . . . , . . , , . , . . , , .. ... . .... . . .. .. . .. . . .. TIllS SPACE FOR RECORDER'S USE ONLY /,," . Z/ . c....l..CL.. "':V",.. .~:~...).c:{ ~.,.......,......... /j Owner' , . APPLICATtON FOR PERMIT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT 71 O,-/JJ~) DATE RECEIVED <J' - / ~ ? r. PLANS REVIEW FEE OWNER'S NAME (,I{ 4/ 6:' JOB ADDRESS ) P ('Jc;-q LEGAL DESCRIPTION: LOT(S) +h/.}.--n&5' Lq ~ ;.,,-/ tJI PHONE ~/ S '7 /'}/ (J lJ./-fJ-' L'?~/ '7 // SUBDIVISION ~~C BLOCK PARCEL ID # / Lj 2;:; J- I {/ / 6 {/ /:JOCo 0 CJt3 5' 6l0BTAIN FROM PROPERTY TAX NOTICE) WORK PROPSED: ONEW CONSTRUCTION o ADDITION o ALTERATI ON o REPAIR o INSTALL Os I GN o MOVE o DEMOLISH PROPOSED USE: OSGL FAMILY DWELLING o COMMERCIAL DMULTI-FAMILY o INDUSTRIAL 0# OF UNITS o SWIMMING POOL o MOBILE HOME o OTHER DESCRIPTION OF WORK D RESTAURANT & HEALTH Cd I--/lc;yr /)~J;d , / ( / .J- I Lf-P , DEPARTMENT APPROVAL BUILDING SIZE SQUARE FOOTAGE ~7C HEIGHT ? 1 RESIDENTIAL: COMMERCIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. PERMITS REQUESTED ErBUILDING $ r?Z! tJ VALUATION OF TOTAL CONSTRUCTION 0 ELECTRICAL AMP SERVICE 0 FLORIDA POWER 0 W.R.E.C. 0 PLUMBING o MECHANICAL $ VALUATION OF MECHANCIAL INSTALLATION o GAS o ROOFING o SPECIALTY 0 OTHER TYPE OF CONSTRUCTION: 0 BLOCK o FRAME o STEEL o OTHER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAO YES o NO BUILDER SIGNATURE ~.f)'-;;L- ,~ COMPANY A--L- L- ~-//? I ~ A-!q /"' STATE CERT OR REGIST # '5' r r:,/'.J 5- Ml.j-~ V CITY PROCESSING # /~ ~ ****************************************************************** ELECTRICIAN COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ****************************************************************** PLUMBER COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***********~****************************************************** MECHANICAL COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** OTHER COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this permit may be subject to "deed restrictions" which may be more restrictive than City regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, they may be required t? be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the City of Zephyrhills Building Department, 813-788-6611. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "Contractor Sections" of this application for which they will be responsible. If you, as the owner signs as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wishes you to sign as contractor that may be an indication that he is not properly licensed and is not entitled to permitting privileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of "Florida's Construction lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other that the "owner", I cerify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. E. CONTRACTOR' S/OWNER' S AFFIDAVIT I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning, and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other governmental agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: *Department of Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment *Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses *Army Corps of Engineers-Seawalls, Docks, Navigable Waterways *Department of Health & Rehabilitative Services, Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks *U.S. Environmental Protection Agency-Asbestos abatement I also certify that, if fill material is to be used in Flood Zone "A" or "A,etc.", it is understood that a drainage plan addressing a "compensating volume" will be submitted which is prepared by a professional engineer registered in the State of Florida prior to permit issuance. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction, or violations of any code. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of issuance, or if work authorized by the permit is suspended or abandoned for a period of six months after the time the work is commenced. One 90 day extension of time may be allowed for the permit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An approved inspection must be logged during each six month period, or the project will be considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER $2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENT". SIGNATURE: OWNER OR AGENT SIGNATURE: CONTRACTOR acknowledged 19_ STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _____day of by STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _____ day of by acknowledged 19 (name of person acknowledged) Dwho is personally known to me, or (name of person acknowledged) C1ho is personally known to me, or of identification) take an oath. Dwho has produced (type of identification) and who Ddid [}iid not take an oath o who has produced (type and whoD did Ddid not Signature of person taking acknowledgement Signature of person taking acknowledgment Name typed, printed or stamped Name typed, printed or stamped 08/20/1998 02:12:28 PM P.1 SITE PLAN # (RESIDENTIAL USE ONL VI LEGAL DESCRIPTION: SECTION 1'-/ TOWNSHIP 2LP RANGE 2 I t:(JOO""~ UNIT II 00312' SUBDIVISION OR OTHER LOCATION DESCRIPTION PHASE II SCALE 1" '" ~-t:" l- I:; ~~/ \--- u " l(p ~-t:A v ,~ I; ~I' l { ~ ~ I I' I -hi I , .--- Aj) j -- j' /-0 I Li~ I I I i 1(;:-1S" ~ I ~ I ~ 11-. I 1S"_ '12. Applicalion for Permits . All s/1owlng lhe attual shape an of all exiSTing and proposed b 3\ al T11lS lh811 be accompanied by plans. drawn 10 scale. e iot or parcel to be built on, he exact sIze and locat4on ( EXAMPLES ) I)ATE ----.~_"?.:>==--......,.-'!:!",,~~~ =. .~.,-.. ~-~.'~..-- ,-,M_..,:__.,':",-_.;:;",G.:,l,""""""~'L=-.___ --~._.__________ "'~""'"~'.~~-"'''~~~-''''="'=- ----~.....,~,~~- RON HAMBY All AMlhRICAN ALUMINUM P.O.Box 765 Lacoochee. Florida 33537 1-800-946-5137 ~ ""-' ~ ~ ~ ~ " ~ 'A ~ .~ ~ ' '" ~ ~~~ ~C- , ~ ~ .( ~ ~ ~~ ~ ~ ~ ~ ~ ^- ~ ....( '{ ~~ ~~ .~ ~ "'\ ~ t,' .,,~~ - " ..... 1 ~ ~ 'i ~ ~ i \ .......... ~ ~ ~ ~ ~" ~ ~ ~ ~ ~ <:,~ ~ f"\ c ~ .,.-" '- "'- t H\\ ~ p~ ~ ,...... ? "'... ~" ~ ~ ~ ........ ~ - \- ~ ~ ~ ~ . " '-' ( \;;) " ~ ,..--.. ATTACHED & FREESTANDING COVERS AND UTilITY SHEDS .r-. DO NOT BLOCK me EXIT WNX>W ~=v ~ '" ... '" ~ i ~ W VARES t; L~ ,I> OVERHANG VARES SECTION 2 Z' x _ FRONT WALL BEAM SELECT 1.: FROM TABLE 2 . 1 . 1 NIl/OR TABlE 2 . 1 . 2 USE 1.: · W/2 + Olf. Z' x 3" ........ SEE TABLE 2 . 2 . 1 NIl/OR TABLE 2 . 2 . 2 SINGLE CARPORT Lawrence E. Bennett, P.E. aw.. ENt>>EER - LlIM!.OPIen' CONStI.TANT PA BOX 4388, SOUTH DAYTONA, FL 32121 lB.EPHONE (1104) 7fJ7-4774 FAX (804) 7fJ7-15Ile @ COPYRIGHT 1998 NOT TO BE REPRODucED N WHOLE OR N PART WITHOUT TIE WRITTEN PERMS8ION OF LAWRENCE E BENETT. P.E. . '.lIt{ SEAL PAGE 49 SEAL PAGE SECTION 2 A TT ACHED & FREESTANDING COVERS AND UTILITY SHEDS _ ~ 2" x 4" LUMBER TOP PlATE @ ROOF 2" x 2" ALlM<<JM OR 2" x 4" LUMBER #2 SP.F. (w.L) SHEA THNG: 7/16" O.S.B. OR V2" PL YWOOO Wmt STUDS 24" ON CENTER OR STRUC~AL GRADE THERMAL PLY WITH S1U)S AT 16" ON CENTER 2" x 4" PRES~ TREATED PlATE WITH 3/S" x 4-V2" CONCRETE ANCHORS AT 4'-0" ON CENTER SEE SLAB DET ALS SEE CONNECTION DETAILS ~ PAN OR COMPOSITE ROOF PAN:L SEE SECTION 7 TOP PLATE P.T. OR WITH VAPOR BARRER AT AL........... ROOF w ..l B ~ (!J ~ l- ra X w SEE CONM:CTION DETALS ...------- ~ ~ ! i B ATTACH SHED OR ROOM WALL TO HOST STRUCTURE WI 1/4" x 3 1/4" TAPCONS @ 16" O.C. FOR MASONR; #16d COMMON @ 16" O.C. OR #10 X 3 Yz" FOR WOOD, AND #10 x 2 Yz" SMS FOR 1" x 2" ALUMINUMI #10 X 3 Yz SMS FOR 2" X 2" ALUMINUM. 12" x PAN (SEE TABLE) USE W TO SELECT PAN FOR REQUIRED SPAN ALl.JW.I.JM POST AN> BEAM W 1 VARIES SHEA THNG: 7/16" O.S.B. OR V2" PL YWOOO Wmt STUDS 24" ON CENTER OR STRUC~AL GRADE 11-ERMAL PLY WITH STUDS AT 16" ON CENTER 2" x 4" PRES~ TREATED PlATE WITH 3/S" x 4-V2" CONCRETE ANCHORS AT 4'-0" ON CENTER SEE SLAB DET ALS FOR FRONT BEAM USE L . W I 2+oVERHANG ...------- ~ UTILITY SHED AND CARPORT WALL SECTION t ANCHOR PANS TO HEADER CHANlllEL Wmt (3) #10 x 1/2" SMS. WI WASHER. 2. ANCHOR PANS TO ROOF BEAMS WITH (3) #10 x V2" SMS. WI WAS/-ER. 3. ANCHOR COLUMN TO CONCRETE FLOOR WITH 2-1/4" x 3" CONCRETE ANCHORS. 4. ANCHOR COLUMN TO BASE PLATE Wmt 1-114" S.S. BOLT. 5. ANCHOR SI-EETlNG AS FOLLOWS: A. PLYWOOD #Sd COMMON @ 6" O.C. EDGES AN> 12" O.C. FIELD. B. STRUCTURAL GRADE THERMAL PLY PER MANlFACTURER'S RECOMM:NDATIONS OR #6 x 1 1/4" DECK SCREWS @ 6" O.C. EDGES AND 12" O.C. FELD AS A W&tlAf. Lawrence E. Bennett, P.E. avI. ENGrEER - DEVELOPMENr CONSU. TANT P.O. BOX 4388, SOUlli DAYTONA, Fl 32121 TEI.EPHOlIE (904) 7fI7-4n4 FAX (904) 7fI7-ll558 50 @ COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOlE OR N PART WITHOlIT TIE WRfTTEN PERM8SION a= LAWRENcE E. BBfETT, P.E. A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS SECTION 2 r ~ W 1 W r I w---i II II II II II o~IIVARES II MONO-SLOPED ROOF II ~ II II ~ II OVERHANG VAAEs II ! JI II ! II II A IrW/2+O.H. f A' nW/2 ~/2+0.H. i A-W/2+<W- -I II II -I ii ~ ~ II i Bs i II i II ' L ' II L /I II II II /I U U t- t- 'l<- 'l<- NOTE: FOR BEAM SPAN LENGTH "A" FOR SHADIG DENOlES MAXMN ROOF TABLE 2 EQUALS TIE LARGER OF: A-W OR MEA FOR COI..lU48 AN) FOODG A-W/2+O.H. DOUBLE CARPORT SINGLE CARPORT BEAM F REa.ED * SLOPE FOR IOEE BRACN3 ~1/21 . * SLOPE .. 1/2 12 12 IOEE BRACE W FOR BEAM SIZE SEE TABLE 2 . 1 . 1 AN)/OR TABLE 2 . 1 . 2 AFTER ~ 'A' LARGEST VALlE W FOR BEAM SIZE W FOR BEAM SIZE * MNMJM SLOPE SHALL BE 1/2" PER 12" POST SIZE AN) SPACNG PER TABLE 2 .2.1 EXCEPT FOR 0.026" PANS FOR WHCH AN)/OR TABLE 2 . 2 . 2 TIE SLOPE SHALL BE 3/4" PER 12" FOR SPANS EXCEEIlHG 12'-0" OR NOTE: IOEE BRACES ARE REQLR:D F POSTS MAN.FACTlRRS RECOMMENlED SLOPE ARE NOT SET N CONCRE1C FooDG END VIEW DOUBLE CARPORT (GABLED) END VIEW SINGLE CARPORT Lawrence E. Bennett, P.E. aVl. ENGItEER - OE\/ELOPIB./T CONSU..TANT P.o. BOX 4388, 80UTlt DAYTONA, R. 32121 TB.EPHClfE (1104) ""-4T14 FAX (1104) ""-ll558 SEAL @ COPYRIGHT 1998 NOT TO BE REPRODUCED II WHOLE OR II PART WITHOUT TIE WRrT1EN PERISSION OF LAWRENCE E. IIENETT, P.E. PAGE 51 A TT ACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2 ' T IS THCIOEss OF REOlIRED POST r ;.,. (\I' J- ~ TOP OF GRADE ~ 3" x 3" POST SEE TABlE I ~ (2):r x :r x "1" ANGlE OR (1) U aiAtH:L X "r 3/8" X 3-1I:r BOLT 80 La. 2500 PSI CONCRETE PfE-LI)( .. . 3" X 3" BASE 1 16" 1 ALUMINUM CONVENTIONAL CONSTRUCTION PORCH POST CONNECTION POST N ~ #4 BAR 12" LONG POlJE) CONCRETE REFER TO TABlE 2 . 4 3" X 3" POST TUW BOL lED TO ANCHOR RISER 2-3/4" X 2-314" X 2-1I:r ~ LONG X 118" 1UiNG WB.DED CCHECTION r L ) LL-JY FASTEN PER TABlE 2 . 6 ISOLA TED FOOTING 12" X 12" X 114" PlATE 3-1I:r CONe. SI..A8 BASE ANCHOR CONNECTOR FOR POST TO SLAB CONNECTION 2'-0" MN. BEFORE SLOPE ~ r u "" ' 1 ~ TYPE I FlAT SlOPE I NO FOOTNG 0-2"/12" (1) #6 BAR CONT. (1) #6 BAR CONT. TYPE " MODERATE SlOPE FOOTNG 2"/12" - 1-10" TYPE " I STEEP SlOPE FOOTNG > 1-10" NOTES: t NO FOOTNG REOlIRED EXCEPT WI-EN ADDRESSNG EROSION EXCEPT FOR EXlSTNG SlAB WITHOUT REN=ORCEP.t:NT. TlEN TR8UT'ARY ROOF AREA lM1m BY TABlE 2 . 4 2. MONol..mIc SlABS OR FOOTNGS SHAlL BE MN. 2,500 PSI CONCRETE WIT1i 8x8-1Ox1Q WElDED WR: t.ESH OR F8ER t.ESH MAYBE USED N LEU OF t.EStl 3. F LOCAL BUI.DNG CODES REQlR:S A W&u.t FOOTNG USE TYPE . FOOTNG OR FOOTNG SECTION REQl.WE) BY LOCAL CODE. LOCAL CODE GOVERNs. SLAB DETAILS ADDRESSING EROSION Lawrence E. Bennett, P.E. ava. EI'<<ife;R - OE\IB.CRENr CONsc.I..TANr P.o. BOX 43e8, 80UlH DAYTONA, R. 32121 lEUPHoN: C8(4) m-4774 FA)( (804) 787-lt55e @ COPYRIGHT 1998 NOT TO BE REPAoDuceo N WHOlE OR N PART WIlliOUT THE WRrT1EN PBNssIoN a= LAWRENcE E IIENETT, P.E. SEAL PAGE 53 SECTION 2 A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS INTERNAL OR EXTERNAL RECEIVING CHANNEL 2" x 2" x 0.083" ANGLES INTERNAL OR EXTERNAL ANGLE CLIPS C~ ANQiORS PER SCtEDU..E EXTRlIlED AL.UMN.N BASE OR BREAK FORMED lJ-CLP CORROSION RESISTIVE STEEL 1lRJ BOLT PER SCtEDlJ,..E ALlMUA 1\JBE COLlMoI CONCRETE SLAB OR FOOTN3 TUBE COLUMN BASE SCHEMA TIC INTERNAL BASE NOTE: ATTACHMENT DETALS SHOWN REQURE DIAGONAL BRACtlG FOR FREE-STAf>DIG COVERS Lawrence E. Bennett, P.E. alii. EM>>IEER - DEVELOPIENT CONSUTANr P.o. BOX 4388, 8OlJ1H DAYTONA. R. 32121 1B.EPtlOtE (804) 7~-4T74 FAX (804) 7~-8558 SEAL PAGE 54 @ cOPYRIGHT 1998 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT TIE WRnTEN PERaISSION OF LAWRENCE E. BBtETT. P.E. A IT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS SECTION 2 ~ BEAM SPAN W FOR BEAM SIZE SEE TABLE 2 . 1 . 1 AN>/ORT ABLE 2.1.2 AFTER CQWII.JTN; W LARGEST VALlE L ~ POST SIZE PER TABlE 2 . 2 . 1 AN>/OR TABlE 2 . 2 . 2 SIDE VIEW SINGLE OR DOUBLE BAY CARPORT KNEE BRACE NOT REQURED FOR ATT ACtED ST'RlJC1U=IES KtoEE BRACE REQURED F POST NOT SET N CONCRETE FOOTN3 PAN OR COY'OSITE PAtEL ROOF CENTER OF BRACE CONECTION FOR START OR EN) OF BEAM SPAN . . . . . KNEE LENGTH H-CHANEl.. KftEE BRACE 2" x 3. x 0.050" KftEE BRACE \YI11i (3) f:1O x V2" EACH SDE OF BEAM U-CHANEI.. ON SI)E \YI11i (3) f:1O x V2" AN> KftEE BRACE NTO POST AN> (3) #10 x V2" EACH SI)E OF KftEE BRACE \YI11i CORROSION RESISTIVE WAStER tEADED SCREWS BEAM PERPENDIClLAR TO ROOF BEAM PARALLB.. TO ROOF KNEE BRACE TO POST DETAIL f- d-.50. ---r- d-.5O" -f PLATE TO BE SAME 1'HCKN:SS AS BEAM WEB PLATE CAN BE NSI)E OR 0l1TS0E BEAM OR LAP arr SPLICE TO BE LOCATED V4 TO V3 BEAM SPAN AN> STAGGERED EACH SDE OF SB..F MATN3 BEAM SB.ECT FASTeERS FROM TABLE 1 . 6 + + + + + + + + l' MAX. 1 "CI J DENOTES PATTERN NOT N.UER SCH:W8 + + + + + + + + d . tEJGHT OF BEAM BEAM SPLICE SHALL BE ~ d - .50. HEIGHT 2 x (d - .50") LENGTH l' MAX. SB.ECT FASTENER SIZE, N.NBER AN> SPACNG FROM TABlE 1 . 6 TYPICAL BEAM SPLICE DETAIL Lawrence E. Bennett, P.E. QVL EM>>EER - DEVaOPloENT OONSU.TANT P.O. BOX 43e8, BOU11i DA YTOMA, FL 32121 TELEPHONE (D04) 7ft1-4774 FAX (D04) 787-lS558 SEAL @ COPYRIGHT 1998 NOT TO BE REPR(X)UCED IN WHOLE OR IN PART WITliOUT TIE WRITTEN PERM88ION OF LAWRENCE E IIENETT, P.E PAGE 55 SECTION 2 A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS i ROOF PAN3.. SEE SECTION 7 > ANCHOR PER DETAL FOR PAN OR cot.POSITE PAN:L SEE TABLE 2 . 3 FOR I'UABER OF SOl TS AN> SIZE OF POST BEAM AN> POST SIZES SEE TABLE 2 .1. 1, TABLE 2 . 1 . 2 AN>/OR TABLE 2 . 2 . 1, TABLE 2 . 2 . 2 COLLtJl..I NOTa-ED TO BUT SIDE NOTCH POST TO BEAM CONNECTION I, > ROOF PAN:L SEE SECTION 7 ANCHOR PER DETAL FOR PAN OR cot.POSITE PAN:L SEE TABLE 2 . 3 FOR I'UABER OF SOl TS AN> SIZE OF POST BEAM AN> POST SIZES SEE TABLE 2 . 1 . 1, TABLE 2 . 1 . 2 AN>/OR TABLE 2 . 2 . 1, TABLE 2 . 2 . 2 COlUMN NOTa-ED TO BUT CENTER NOTCH POST TO BEAM CONNECTION Lawrence E. Bennett, P.E. avL EM>>IEER - DE\lELClPIoENT OONSU.TANr P.o. BOX 4388, SOUTH DA VTONA, FL 32121 113..S"HOfoE (804) 7f!1-4774 FAX (804) 7f!1-85158 SEAL PAGE 56 @ COPYRIGHT 1998 NOT TO BE REfIRa)UCEI) IN WHOLE OR IN PART WITHOUT 1lE WRIT"T8I PERl18810N a= LAWIB4CE E IIENETT, P.E. SECTION 2 A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS SEAL PAGE 60 Table 2.1.2: Allowable Roof Beam Spans for Carports, Patio Covers, Screen Rooms, and other Open Buildings with Solid Roofs Aluminum Alloy 6063 T-6 Wind Zone = 102 MPH 110 MPH 120 MPH 125 MPH 140 MPH Applied Load = 17" Sq. R. 20., Sq. R. 23., Sq. R. 26., Sq. R. 32., Sq. R. Load Width 2" x 6" x 0.050" x 0.120" Self Mating Beam S' 16'-11" 1S'-7" 14'-7" 13'-8" 12'-4" 9' 1S'-11" 14'-9" 13'-9" 12'-11" 11'-8" 10' 1S'-2" 13'-11" 13'-0" 12'-3" 11'-0" 11' 14'-S" 13'-4" 12'-S" 11'-8" 10'-6" 12' 13'.10" 12'-9" 11'-11" 11'-2" 1 0'-1" 13' 13'-3" 12'-3" 11'-S" 1 0'.9" 9'-8" 14' 12'-10" 11'-10" 11'-0" 1 0'-4" 9'-4" 16' 11'-11" 11'-0" 1 0'-4" 9'-8" S'-9" Load Width 2" x 7" x 0.055" x 0.120" Self Matlna Beam S' 19'-4" 17'-10" 16'-8" 1S'-S" 14'.1" 9' 18'.3" 16'-10" 1S'-S" 14'-9" 13'-4 " 10' 17'-4" 1S'-11" 14'-11" 14'-0" 12'-7" 11' 16'-6" 1S'-3" 14'-2" 13'-4 " 12'-0" 12' 1 S'-1 0" 14'-7" 13'-7" 12'-9" 11'-6" 13' 1S'-2" 14'-0" 13'-1" 12'-3" 11'-1" 14' 14'.S" 13'-6" 12'-7" 11'.10" 10'-8" 16' 13'-8" 12'-7" 11'.9" 11'-1" 9'-11" Load Width 2" x S" x 0.072" x 0.224" Self Mating Beam S' 24'-10" 22'-11 " 21'-4" 20'-1" 1S'-1" 9' 23'-S" 21'-7" 20'.2" 1S'.11" 17'.1" 10' 22'-3" 20'-6" 19'-1" 17'-11" 16'-2" 11' 21'-2" 19'-6" 1S'-3" 17'-2" 1S'-S" 12' 20'-4 " 1S'-S" 17'.S" 16'-S" 14'-9" 13' 19'-6" 17'-11" 16'-9" 1S'-9" 14'-3" 14' 1S'-9" 17'-4" 16'-2" 1S'-2" 13'-8" '16' 17'-7" 16'-2" 1S'-1" 14'-3" 12'-10" Load Width 2" x 9" x 0.072" x 0.224" Self Mating Beam S' 27'-2" , 2S'-1" 23'-4" 21'-11" 19'-10" 9' 2S'-8" 23'-S" 22'-0" 20'-9" 1S'-S" 10' 24'-4" 22'-S" 20'-11" 19'-8" 17'.9" 11' 23'-2" 21'-4" 19'.11" 18'.9" 16'-11" 12' 22'-2" 20'-6" 19'-1" 17'-11" 16'-2" 13' 21'-4" 19'-8" 1S'-4" 17'-3" 1S'-7" 14' 20'-7" 18'-11" 17'-S" 16'-7" 14'-11" 16' 19'.3" 17'-9" 16'-6" 1S'-7" 14'.0" Load Width 2" x 9" x 0.OS2" x 0.306" Self Mating Beam S' 29'-S" 27'-4" 2S'-6" 23'-11" 21'-7" 9' 27'-11 " 2S'-9" 24'-1" 22'-7" 20'-S" 10' 26'-6" 24'-6" 22'-10" 21'-S" 19'-4" 11' 2S'-4" 23'-4" 21'.9" 20'-S" 18'-S" 12' 24'-3" 22'-4" 20'-10" 19'-7" 17'-8" 13' . 23'-3" 21'-S" 20'-0" 1S'-10" 16'.11" 14' 22'-S" 20'.8" 19'.3" 18'-2" 16'-4" 16' 20'-11" 19'-4" 18'-0" 16'-11" 1S'.3" Notes: Abole spans do not include length of knee brace, Add horizontal length of knee brace to abole spans for total beam spans, Lawrence E. Bennett, P.E. alii. EiNl>>EER - 1lEVEL0PI0E'IT OONSU.TANT PA BOX 4388, SOUTH DAYTONA, R. 32121 TEIB'HOI\E (1104) 7ff1-4T74 FAX (1104) 787-85158 @ COPYRIGHT 1998 NOT TO BE Fa'R(X)UCED II WHOLE OR II PART WITHOUT 1lE WRrT'TBII"EAIUION OF LAWRENCE E.IENETT, P.E. A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS SECTION 2 Table 2.2.2: Allowable Attributable Roof Area per Post for Carports, Patio Covers, and other Open Buildings - ALUMINUM POSTS Aluminum Post Wind Load = . 102 MPH 110 MPH 120 MPH 125 MPH 140 MPH Applied Load = 17 #/Sq. R. 20 #/Sq. R. 23 #/Sq. R. 26 #/Sq. R. 32 #/Sq. R. Maximum Allowable Roof Area in Sauare Feet for Various Loads on Post Height Load In Lbs 3" x 3" x 0.090" Hollow Extrusion - Aluminum Alloy 6063 T-6 11 '-1 0" 5,184 305 259 225 199 162 13'-10" 3,888 229 194 169 150 122 15'-10" 3,024 178 151 131 116 95 17'-10" 2,268 133 113 99 87 71 Helaht Load In Lbs 3" x 3" x 0.125" Hollow Extrusion - Aluminum Alloy 6063 T-6 13'-9" 6,912 407 346 301 266 216 16'-1" 5,184 305 259 225 199 162 18'-4" 4,032 237 202 175 155 126 20'-7" 3,024 178 151 131 116 95 Height Load In Lbs 4" x 4" x 0.125" Hollow Extrusion -Aluminum Alloy 6063 T-6 15'-9" 9,312 548 466 405 358 291 18'-5" 6,984 411 349 304 269 218 21'-0" 5,432 320 272 236 209 170 23'-8" 4,074 240 204 177 157 127 Steel Post Wind Load = 102 MPH 110 MPH 120 MPH 125 MPH 140 MPH Aoolied Load = 17 #/Sq. R. 20 #/Sa. R. 23 #/Sq. R. 26 #/Sa. R. 32 #/Sa. R. Maximum Allowable Roof Area in Square Feet for Various Loads on Post Helaht Load In Lbs 3" x 3" x 14 Gauae Post - 46 k.s.i. Steel 19'-10" 1 0,050 591 503 437 387 314 21'-9" 7,430 437 372 323 286 232 23'-9" 5,638 332 282 245 217 176 25'-9" 4,371 257 219 190 168 137 Helaht Load In Lbs 3" x 3" x 11 Gauge Post - 46 k.s.i. Steel 19'-8" 15,870 934 794 690 610 496 21'-7" 11,730 690 587 510 451 367 23'-6" 8,970 528 449 390 345 280 25'-6" 6,900 406 345 300 265 216 Helaht Load in Lbs 4" x 4" x 14 Gauge Post - 46 k.s.l. Steel 26'-8" 12,650 744 633 550 487 395 29'-3" 9,350 550 468 407 360 292 32'.0" 7,150 421 358 311 275 223 34'.8" 5,500 324 275 239 212 172 Lawrence E. Bennett, P.E. CIVl. ENGH:ER - DEVELOPM:NT CONStLTANT P.O. BOX 4388, SOUTH OAYTONA, FL 32121 lB.EPHCltE (904) 787-4774 FAX (904) 787-8558 SEAL @ COPYRIGHT 1998 PAGE NOT TO BE REPRODUCED N WHOlE OR N PART WITHOUT TI-E WRITTEN PERMSSION OF LAWRENCE E. BEI'#ETT, P.E. 63 SECTION 2 ATTACHED & FREEST ANDING COVERS AND UTILITY SHEDS Table 2.3: Schedule of Post to Beam Size and Number of Thru-Bolts Required Aluminum Alloy 6063 T-6 Beam Minimum # Thru-Bolts (Ii>. L=D+ W' Size Post Size 1/4" " 3/8" " 2" x 3" x 0.050" Hollow Tilt 3"x 3"x 0.060" Scalloped 2 - 2" x 4" x 0.050" Hollow 3"x 3"x 0.060" Scalloped 2 - 2" x 4" x 0.038" x 0.100" Self Matina Beam 3"x 3"x 0.060" Scalloped 2 - 2" x 6" x 0.050" x 0.120" Self Mating Beam 3"x 3"x 0.060" Scalloped 2 - 2" x 7" x 0.055" x 0.120" Self Mating Beam 3" x 3" x 0.093" 3 2 2" x 8" x 0.072" x 0.224" Self Mating Beam 3" x 3" x 0.093" 3 2 2" x 9" x 0.072" x 0.224" Self Mating Beam 3" x 3" x 0.125" 4 3 2" x 9" x 0.082" x 0.306" Self Matina Beam 3" x 3" x 0.125" 4 3 Table 2.4: Footings - Maximum Roof Area for Carport Posts Wind Zone = 102 MPH 110 MPH 120 MPH 125 MPH 140 MPH APplied Load = 17 #/SQ. R. 20 #/SQ. R. 23 #/SQ. R. 26 #/SQ. R. 32 #/SQ. R. Existing Slab on Grade with unknown 20 17 15 13 10 reinforcement Isolated Footing Dimensions.. Maximum Attributable Roof Area in SQuare Feet 1'-0" x 1'-0" x 1'-0" 30 26 22 20 16 1'-4" x 1'-4" x 1'-4" 59 50 43 38 31 1'-6" x 1'-6" x 1'-6" 77 66 57 51 41 1'-8" x 1'-8" x 2'-0" 120 102 89 78 64 1'-8" x 1'-8" x 2'-6" 150 127 111 98 80 2'-0" x 2'-0" x 2'-0" 155 132 115 102 83 2'-0" x 2'-0" x 2'-6" 194 165 143 127 103 2'-6" x 2'-6" x 2'-6" 270 230 200 177 144 2'-6" x 2'-6" x 3'-0" 324 276 240 212 172 uNotes: Isolated Footing is a poured concrete rectangular solid (Length x VVidth x Depth), Slab on grade must be new or in good condition. Pre-Cast Block Footing. Pre-cast footing block ( 16" x 16" x4") at 24" below grade with 80 # bag pre-mix concrete and backfilled to arade. Dimensions Maximum Attributable Roof Area in Square Feet 1'-4" x 1'-4" x 2'-4" 102 87 76 67 54 Lawrence E. Bennett, P.E. eM. ~ - DEVaOPABlT CONStLTANT P.o. BOX 4368. SOUT1-I DA VTONA. FL 32121 TB.EPHOtE (904) 7~-4T74 FAX (904) 7~-ll558 SEAL PAGE @ copYRIGHT 1998 64 NOT TO 8E REPROOUCED tI WHOLE OR tI PART WITHOUT TIE WRT1EN PEJUSSION OF LAWRENCE E. BEMETT. P.E. SECTION 2 A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS Table 2.6.1 Allowable Stud Heights Utility Sheds Framed With Hollow Aluminum Extrusions 6063 T -6 Aluminum Alloy (Fb = 15,000 psi) Wind Load Applied Load Load Width 16" 24" Load Width 16" 24" Load Width 16" 24" Load Width 16" 24" Load Condition 102 M.P.H 110 M.P.H 120 M.P.H 130 M.P.H 140 M.P.H 19 # I Sq. R. 23 # I Sq. R. 26 # I Sq. R. 29 # I Sq. R. 36 # I Sq. R. 2" x 2" x 0.032" Hollow extrusion 9'-9" 8'-10" 8'-4" 7'-11" 7'-1" 7'-11" 7'-3" 6'-10" 6'-5" 5'-9" 2" x 2" x 0.036" Hollow Extrusion 10'-2" 9'-3" 8'-8" 8'-3" 7'-4" 8'-3" 7'-6" 7'-1" 6'_8" 6'-0" 2" x 2" x 0.044" Hollow Extrusion 11'-1" 10'-1" 9'-6" 8'-11" 8'-1" 9'-0" 8'-3" 7'-9" 7'-4" 6'-7" 2" x 2" x 0.055" Hollow Extrusion 12'-1" 1 0'-11" 10'-4" 9'-10" 8'-9" 9'-10" 8'-11" 8'-5" 7'-11" 7'-2" Table 2.6.2 Allowable Stud Heights Florida Extruders International, Inc. TRIPLE BOSS ™ 2 x 2 (PATENT PENDING) Load Condition Load Width 2" x 2" x 0.032" Hollow Extrusion 16" 24" 1 0'-1" 8'-3" 9'-2" 7'-6" 8'-7" 7'-0" 8'_2" 6'-8" 7'-4" 5'-11" Note: The above listed allowable heiQhts are measured from the bottom oftop plate to top of bottom plate, Lawrence E. Bennett, P.E. CIIII. EM>>EER - DEVELClAENT CXJNSU.TANr P.O. BOX 4388, SOUTH DAYTONA, FL 32121 1B..EPHOtE (804) 7ff7-4n4 FAX (804) 787-85l58 SEAL PAGE 66 @ COPYRIGHT 1998 NOT TO BE REPRODUCED 101 WHOLE OR 101 PART wnHOUT TlE WRrTl8I PEA.SSION OF LAWFENCE E. BENETT, P.E.