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Home My WebLink About98-8051 BUILDING PE"RMIT CITY OF ZEPHYRHILLS (813) 788.6611 Permit 8051 1s, u U BUILDING ELECTRfAL PLUMBlt MECrNICAL P,operty Owne" rll'! ~ tsa k&:. . \ Job Address: '38 0 d. \ L C:U..,u Q(\d~ CM \.. e.. . Parcell.D, # /4" .:J. ~ ,- d- I - D /6 0- (X}UJo-Oi () Date~ Sewer Conn Water Conn: Water Meter: T,I.F.'s: Zoning: Description of Work Energy Code: C'Q/l n~-f , Radon Gas: 3.,0 Js' kid " I - NO OCCUPANCY BEFORE C.O. FINAL Complete Plans, Specifications and Fee Must Accompany Application, C.O. All work shall be performed in accordance with City Codes and Ordinances. DATE Inspector Permit Fee 'f$ignature Company Address 'fJelePhone# Valuation or Contract Price J ()0{) , () 0 City License Registration # State Certified License# cn7 () J-/ 0 ~ M I Mt\MA.(U--^ 135 BUILDING ELECTRICAL PLUMBING MECHANICAL ::~ sLBl@-2<(~q~ Lintel FRM. Insul. CL WL Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final SLB Tub Set Water Sewer Final Breakers Ducts Insl. Compressor Final Driveway 'C.~-q$? ~~ REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($ 25.001 shall be made for each trip for each trade: a, Wrong Address b. Condemned work resulting from faulty construction. C. Repairs or corrections not made when inspection called. d. Work not ready for inspection when called. e. Permit not posted on job site. f. Plans not at job site. g. Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. INSPECTION REQUEST PERMIT#: ?OS-! TYPE OF "- INSPECTION: F I h /fr L DATE REQUESTED: fr, ~ i-'1 L? A 11.;- ?-1 / SIGNATURE : ~ ....p- ~/ ~~QrI5th~b "" '" " ,- ,-:' ,( ~' ';~" \' ^ .... /--1__1-- '-j:<','?+_f,.-J ,{\.. /,_,-,." '-, .3 '3 YZ- i (_,t\- d I\- N I~' (\ L..\:)\~y SQ. FEET PRICE MAIN OR LIVING AREA r OTHER AREA UNDER ROOF 3l() / ,,- 0'~ J< OTHER L-f to 0 .,,~ VALu, -- ~ 1 ~ . BUILDING: .Lf~- UU ~:). ELECTRICAL: PLUMBING: MECHANICAL: RADON: '2 lO c)" CREDIT: ~<-- .$ t.-/- '3. I (JJ SEWER: WATER: TOT AL: T.1.F'sl I 1111" 11111 "'" ""l ""l "I" ""1 '"'' 1111 '''I 98129624 State of FL I NOTICE OF COMMENCEMENT County of ~~)' ( ( J THE tmOERSIGNBD hereby gives notice that improvement will be made to c~rtain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencemcnt: 1. Description of Property: Parcel No. / '1- <J~- 2-1 -CJ /6" O--OO~OO~t. J?(J?-,( ["A U--n.,tllJ {I;"~{~ . (Legal descr1pt1on of the property and street address 1f available) General Description of Improvement (' d J.- /1//1- 't- /r~ / ( 2. Rept: 278043 Ree: DS: 0.00 IT: 10/26/98 6.00 0.00 Dpt V Clerk 3. Owncr Information: Name n, I (~~ J.,.l-t &j(-.Pt- , . Address o/t/) I t.CtH---dn&la.. L{;" City ~..Q#A..Rv-;;' / Interest in Property: J, L State ~J5~D FL- Name of Fee Simple Titleholder: (If other thC!n owner') J'ED PITTMAN, PASCO COUNTY CLERk 10/26/98 12:S5p. 1 of 1 OR BK 4029 P6 497 Address City State R Contractor: NameJL-L- Address I? C/1lf1 7/ ~ /f-;n ..f ~ ( / ,If r"' A [ w v..-. City LA-lLJt) f~:~ r- I Y") '--1 5. Surety: Name State r f..... ?157;; Address City ST./HE OF FLOFW))\ COVIT':' OF f-)/iSCO State Amount of Bond: $ Address City .jf{.:~: '3 ":~,) C!j<;T- 'j ~;-~,:- T-;E ::Cf:EC':JiNC; )S A T?[~E fJ<C\ ':~;C!;:::"<J" (,>_->~.i";.' <.::: Y;-it: ::{i)..H..iENT ON FiLE 6 . Lender: Name 0:- 7. Persons within the State of notices or other documents may be 713.13(1)(a)(7), Florida Statutes: er upon whom d .!?.Y_ ~~tion Name Address City State 8. In addition to himself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. 9. Exp~ratlon date ot NotIce ot Commencement (the expIratIon date is 1 year fr?m the date of recording unless a different date is specified.) Signature of Owner: /n.' (~t!<f?~ Swor~f~nd subscribed before me this ~ day of 19 aYe ~ "bJy 'SUI p.I811:1!c1 nJIIl pepuog lOOZ 'u 'l:lO 'dx] .wwO:l ,{V4 Notary Public: .5€069:l:l .ON .wwo~ HvrnONV Ol^Va Bcv'bbeR , My Commission Expires: APPLICATION FOR PERMIT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT P~P7--S~ f)!1C(t{70HtJ 11)-~~7Y/ DATE RECEIVED (1 - PLANS REVIEW FEE JOB ADDRESS r9 4' j( e t-- . I )~O~I \ /t) I (!;J L-- ~ La lA-/"J-.,~t4 PHONE OWNER'S NAME (f'v I A. " LEGAL DESCRIPTION: LOT (S) BLOCK SUBDIVISION ~7h-C;( ~ U-t..." d PARCEL ID # i 1- J--tfJ-.1 0/ tf /J '--.tJLJ~~ t:J t:J jC1 0 (OBTAIN FROM PROPERTY TAX NOTTCEl WORK PROPSED: []NEW CONSTRUCTION []ADDITION []ALTERATION [] REPAIR [] INSTALL [] SIGN []MOVE [] DEMOLISH PROPOSED USE: []SGL FAMILY DWELLING [] COMMERCIAL []MULTI-FAMILY [] INDUSTRIAL []# OF UNITS [] SWIMMING POOL [] MOBILE HOME []OTHER DESCRIPTION OF WORK c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL C~/(/A II)~ BUILDING SIZE SQUARE FOOTAGE 7/t) HEIGHT Lt/ . 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 [] BUILDING $ IJ. ~7XJ , J'1) I VALUATION OF TOTAL CONSTRUCTION [] ELECTRICAL AMP SERVICE [] FLORIDA POWER [] W.R.E.C. [] PLUMBING [] MECHANICAL $ VALUATION OF MECHANCIAL INSTALLATION [] GAS [] ROOFING [] SPECIALTY [] OTHER TYPE OF CONSTRUCTION: [] BLOCK [] FRAME o STEEL [] OTHER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREA[] YES [] NO BUILDER SIGNATURE ~ /- ~ COMPANY 1- L-- L- ~,h-....fJ A' ! L tf-,r, A Lq A, STATE CERT OR REGIST # ,) t' LL:' ~ J....t?y::.., CITY PROCESSING # I, .,~ ****************************************************************** ELECTRICIAN COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ****************************************************************** PLUMBER SIGNATURE CONPANY STATE CERT OR REGIST # CITY PROCESSING # * * * * * * * * * * *,* * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * ** * * ** ** * MECHANICAL COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** OTHER COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** CONDITIONS OF PERMIT AF'FIDAVIT A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this permit may be subject to "deed restrictions" which may be more restrictive than City regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the City of Zephyrhills Building Department, 813-788-6611. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "Contractor Sections" of this application for which they will be responsible. If you, as the owner signs as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wishes you to sign as contractor that may be an indication that he is not properly licensed and is not entitled to permitting privileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of "Florida's Construction lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other that the "owner", I cerify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. E. CONTRACTOR' S/OWNER' S AFFIDAVIT I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning, and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other governmental agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: *Department of Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment *Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses *Army Corps of Engineers-Seawalls, Docks, Navigable Waterways *Department of Health & Rehabilitative Services, Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks *U.S. Environmental Protection Agency-Asbestos abatement I also certify that, if fill material is to be used in Flood Zone "A" or "A, etc.", it is understood that a drainage plan addressing a "compensating volume" will be submitted which is prepared by a professional engineer registered in the State of Florida prior to permit issuance. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction, or violations of any code. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of issuance, or if work authorized by the permit is suspended or abandoned for a period of six months after the time the work is commenced. One 90 day extension of time may be allowed for the permit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An approved inspection must be logged during each six month period, or the project will be considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER $2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENT". .~;J.;? ik~ SI NATURE: OWNER OR 1(GENT STATE OF FLORI~ COUNTY OF ~.r? The foregoing instrument was acknowledged c-- Before me this ~ day of 1/J , 19~ by ~(name of person acknowledged) ~who is personally known to me, or --A AYd /~ SIG~~NTRACt6R 1.-1::,1(,) 71.1- )'/ t?1tfd STATE OF FLORIDA,""----;; COUNTY OF /" d.A.--<!-D The foregoing instrument was acjmowledged , Before me this ~day of (J rL , 19~ by ~(name of person acknowledged) ~ho is personally known to me, or of identification) take an oath. [] who has produced (type of identification) ~id not take an oath [] who has produced (type and who[] did [] did not Signature of erson taking ack w1edgement ~ n <- V .,1 lI/JuJr Name typed, ~inted or stampe ",""tll'", /~~D'~~ Nancy A. Moody ':": :*! J8f COMMISSION , CC534806 EXPIPE ':'~"..'" . ,l FebnJary 21.2000 ":""~~ BONDEDTHRU1IlO\'FAlNINSlIP.ANCL ';'~ Signature of pe n taking acknowl gment #.1- i'l c.frj A )1 {J 0 J;;;, Name 'typed, rinted or stamp l~~t~\ Nancy A. Moody _ . ,o..r~"'f~ J8f COMf.tSSION , CC534806 EXPIHl, '~.~l FebnJaty 21, 2000 "~,(;;b\.'." . BONllEDTHRUTROV FAIN INSURANCE, 'Nf. ~"I ~ ~ ~ ,~ -~ ~ ~ ....... '"I ~ .t , , ~~ ~<...) '-- i --..} ~ ~ \- \S ~ ~ ~ ~ ~ ~ ~- " t:\. ~...... ~ " RON HAMBY All AMJhRICAN ALUMINUM P.O. Box 765 Lacoochee, Florida 33537 '~ ~ . l"'<' ....~ kN" \~ t.-.. ~ (' ~~ ~~ -'- \y... - ~ -- ~ ~ l , .... C'r-... ,'" tT- jJ, '- ~ ~ -~ -- - - , ~. ~'~ ~ 1f' }-v! r )?1 tJ If L.e, ) / ..----'" 9/ - 'fJ;-Uh.r I tJ 1 1 G~ ft SECTION 9 FASTENERS Table 9.2: FASTENERS FOR ENCLOSED BUILDINGS I LOADS I ROOF AREAS Maximum Allowable - Load and Attributable Roof Area 120 MPH Wind Zone (41#/Sq. Ft.) (For Wind Regions other than 120 MPH, Use Conversion Table at Bottom of this page) CONNECTING TO: WOOD for ENCLOSED Buildings Fastener Le ngth of Number of Fasteners Diameter Embedment 1 2 3 4 1/4"" 1" 264# - 6 SF 528# - 13 SF 792# - 19 SF 1056# - 26 SF 1/4"" 1-1/2" 396# - 1 0 SF 792# - 19 SF 1188# - 29 SF 1584# - 39 SF 1/4"" 2-1/2" 660# - 16 SF 1320# - 32 SF 1980# - 48 SF 2640# - 64 SF 5/16"" 1" 312#-8SF 624# - 15 SF 936# - 23 SF 1248# - 30 SF 5/16"" 1-1/2" 468# - 11 SF 936# - 23 SF 1404# - 34 SF 1872# - 46 SF 5/16" " 2-1/2" 780# - 19 SF 1560# - 38 SF 2340# - 57 SF 3120# - 76 SF 3/8"" 1" 356# - 9 SF 712#-17SF 1068# - 26 SF 1424# - 35 SF 3/8"" 1-1/2" 534# - 13 SF 1068# - 26 SF 1602# - 39 SF 2136# - 52 SF 3/8" " 2-1/2" 890# - 22 SF 1780# - 43 SF 2670# - 65 SF 3560# - 87 SF CONNECTING TO: CONCRETE [Min. 2,500 psi] for ENCLOSED Buildings Fastener Length of Number of Fasteners Diameter Embedment 1 2 3 4 TYPE OF FASTENER = Concrete Screw (Rawl Tapper or Equivalent) 3/16"" 1-1/4 " 343# - 8 SF 686# - 17 SF 1029# - 25 SF 1372# - 33 SF 1/4"" 1-1/4 " 512# - 12 SF 1024# - 25 SF 1536# - 37 SF 2048# - 50 SF TYPE OF FASTENER = 'Quick Set' Concrete Screw (Rawl Zamac Nailin or Equivalent) 1/4" " 1%" 227# - 6 SF 454# - 11 SF 681# - 17 SF 908# - 22 SF TYPE OF FASTENER = Expansion Bolts (Rawl-Bolt or Equivalent) 1/4"" 2" 568# - 14 SF 1136# - 28 SF 1704# - 42 SF 2272# - 55 SF 3/8" " 2-1/4" 1441# - 35 SF 2882# - 70 SF 4323# - 105 SF 5764# - 141 SF 1/2"" 3" 1985# - 48 SF 3970# - 97 SF 5955# - 145 SF 7940# - 194 SF CONNECTING: POSTS to BEAMS usinQ BOLTS for ENCLOSED BuildinQS Fastener Number of Fasteners Diameter 1 2 3 #-SF # - SF # - SF 1/4"" * 1468 - 36 2936 - 72 4404 - 107 3/8" " * 3710 - 90 7420 - 181 11130 - 271 1/2" " * 6596 - 161 13192 - 322 19788 - 483 * Length of Bolt to be Size of Post +Y2" (Typical) WIND LOAD CONVERSION TABLE' WIND CONVERSION For Wind ZoneslRegions other than 120 MPH (Tables Shown), REGION FACTOR multiply allowable loads and roof areas by the conversion factor, 102 1.41 110 1,17 120 1,00 125 0.91 140 0.73 Lawrence E. Bennett, P.E. avI. ENGIIEER - DEVaOPlENT CONSI.LTANT P.O. BOX 4388, SOUTH DAYTONA, Fl 32121 TEI.EPHOrE (904) 7ff1-4774 FAX (904) 7ff1-8558 SEAL PAGE @ COPYRIGHT 1998 142 NOT TO BE REPR<XlUCED 1\1 WHOlE OR 1\1 PART WIT1iOUT T1-E WRrTTEN PERMSSION OF LAWRENCE E IIENETT, P.E FASTENERS SECTION 9 Table 9.1: FASTENERS FOR OPEN BUilDINGS I lOADS & AREAS Maximum Allowable - Load and Attributable Roof Area for 120 MPH Wind Zone (23 # / SF) (For Wind Regions other than 120 MPH. Use Conversion Tab/e at Bottom of this page) CONNECTING TO: WOOD for OPEN Buildinas Fastener Length of Number of Fasteners Diameter Embedment 1 I 2 3 I 4 1/4"0 1" 264# - 11 SF 528# - 21 SF 792# - 32 SF 1056# - 42 SF 1/4"0 1-1/2" 396# - 16 SF 792# - 32 SF 1188#- 48 SF 1584# - 63 SF 1/4"0 2-112" 660# - 26 SF 1320# - 53 SF 1980# - 79 SF 2640# - 106 SF 5/16"0 1" 312# - 12 SF 624# - 25 SF 936# - 37 SF 1248# - 50 SF 5/16"0 1-1/2" 468# - 19 SF 936# - 37 SF 1404# - 56 SF 1872# - 75 SF 5/16"0 2-112" 780# - 31 SF 1560# - 62 SF 2340# - 94 SF 3120# - 125 SF 3/8"0 1" 356# - 14 SF 712# - 28 SF 1068# - 43 SF 1424# - 57 SF 3/8"0 1-1/2" 534# - 21 SF 1068# - 43 SF 1602# - 64 SF 2136# - 85 SF 3/8"0 2-1/2" 890# - 36 SF 1780# - 71 SF 2670# - 107 SF 3560# - 142 SF CONNECTING TO: CONCRElE rMin. 2,500 Dsil for OPEN Buildinas Fastener Length of I Number of Fasteners Diameter Embedment I 1 2 3 4 TYPE OF FASTENER = Concrete Screw tRawl Tanner or Eauivalent! 3/16"0 I 1-1/4" I 343# - 14 SF 686# - 27 SF 1029# - 41 SF 1372# - 55 SF 1/4"0 I 1-1/4" I 512# - 20 SF 1024# - 41 SF 1536# - 61 SF 2048# - 82 SF TYPE OF FASTENER = 'Quick Set' Concrete Screw tRawl Zamac Nailin or Eauivalentl 1/4"0 I 1-114" I 227# - 9 SF 454# - 18 SF I 681# - 27 SF 908# - 36 SF TYPE OF FASTENER = ExDansion Bolts tRawl-Bolt or Eauivalent 1/4"0 2" 568# - 23 SF 1136# - 45 SF 1704# - 68 SF 2272# - 91 SF 3/8"0 2-1/4" 1441#- 58 SF 2882# - 115 SF 4323# - 173 SF 5764# - 231 SF 1/2"0 3" 1985# - 79 SF 3970# - 159 SF 5955# - 238 SF 7940# - 318 SF CONNECTING: POSTS to BEAMS using BOLTS for OPEN Buildinas Fastener Number of Fasteners Diameter 1 2 3 # - Sq, Ft. # - Sq. Ft. # - Sq. Ft. 1/4"0 . 1468 - 59 2936 - 117 4404 - 176 3/8"0 . 3710 - 148 7420 - 297 11130 - 445 1/2"0 . 6596 - 264 13192 - 528 19788 - 792 . Length of Bolt to be Size of Post +Yz" (Typical) WIND LOAD CONVERSION TABLE' WIND CONVERSION For VVind ZoneslRegions other than 120 MPH (Tables SholMl), REGION FACTOR multiply allowable loads and roof areas by the conversion factor, 102 135 110 1,15 120 1,00 140 0,88 160 0,72 Lawrence E. Bennett, P.E. CIVI.. ENGIEER - DEVaOPMENT CONSU.TANT P.O. BOX 4388, SOUTH DAYTONA, FL 32121 TEl.EPHONE (904) 7~-4n4 FAX (904) 7~-8558 SEAL @ COPYRIGHT 1998 PAGE NOT TO BE REPRODUCED II WHOlE OR II PART WITHOUT TIE WRITTEN PERMSSION OF LAWRENCE E. BENETT, P.E. 141 SECTION 9 FASTENERS r- CONCRETE SCREW ANCHOR T - BOLT SPI<E EXPANSION BOLT DANE NAL CONCRETE AND MASONRY ANCHORS StEET M:TAL SCREWS !-EX HEAD TEK SCREWS MAa.E BOLT WI tlEOPRE/IE WASI-ER MET AL FASTENERS ALTERNATIVE FAS"TElERS MAY BE USED AS SHOWN t.I TI-E DETALS ~ AN) WST ~ OR EXCEED TH: SAFE WORKtIG LOAD VALleS SPECFED BY TH: MANJFAC11.J:1ER, AN) SHALL BE APPROVED BY THE BlJL[)t.IG OFFICIAL Lawrence E. Bennett, P.E. OVL f3tIt>>EER - DEVB..OAENT CONSU.TANT P.O. BOX 4388, SOOTH DAYTONA, FL 32121 'TElB'HOtE (1104) 7ffT-4n4 FAX (1104) 787-8558 SEAL PAGE 140 @ COPYRIGHT 1998 NOT TO BE REPRODUCED .. WHOlE OR .. PART WITHOUT TIE WRITTEN PERM5SION OF LAWRENCE E. BENETT, P.E. ALUMINUM FRAMING COMPONENTS SECTION 8 a o ...a:tL V" ~ ..... o . ~ ----' """V"" I<- .038' ;". A . 0.72 In. I WT . 0.83 p!t. Ix . \94 In. · Sx . \19 In. · 6063 - T6 0.055' fo A · \11 In. I WT . \27 pit. Ix . 6.09 In. · Sx . 2.60 it. · 6063 - T6 a ~- L2.J _ A _ L:J~ STITCH WITH (1) #8 SI-EET METAL SCREWS AT 24' ON CENTER TOP AN> BOTTOM STITCH WITH (1) #8 SI-EET METAL SCREWS AT 24' ON CENTER TOP AN> BOTTOM 2- x 4- x 0.038- x 0.100- SELF MA Tt.lG BEAM 2- x 6- x 0.055- x 0.120- SELF MA TNG BEAM ~ ..... 0 J ~ r---' V A · \28 In. I WT . \47 pit. Ix . 9.02 In. . ~ 0.055' r... Sx . 3.40 it. . 6063 - T6 A """"'l!i'" ----' L2.J STITCH WITH (1) #8 StEET METAL SCREWS AT 24' ON CENTER TOP AN> BOTTOM 2- x 7- x 0.055- x 0.120- SELF MATING BEAM Lawrence E. Bennett, P.E. 0Vl. ENGINEER - DEVEl..OPMENT CONS(L TANr P.O, BOX 4388, SOUTH DAYTONA, Fl 32121 TEl..EPHOtE (904) 787-4n4 FAX (904) 787-8558 SEAL @ COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOlE OR N PART WITHOUT ll-E WRIT1EN PERMSSION OF LAWRENCE E. BEHETT, P.E. PAGE 137 ALUMINUM FRAMING COMPONENTS ,~- i 11"1 J1 -1 A - 0.24 n I WT - 0.28 plt. Ix - 0.14 ~o Sx - 0.18 n I 6063 - T6 IT, OJ 1" X ~ X 0.044- OPEN BACK SECTION IT, OJ 'SECTION 8 A- 0.50 n" WT - 0.57 plt. Ix - 0.28 nO Sx - 0.37 n I 6063 - T6 2- X 2- X 0.055- PATIO SECTION A-0.32n" WT - 0.37 plt. Ix - 0.18 nO Sx - 0.24 n I 6063 - T6 120, OJ 2- X ~ X 0.03~ PATIO SECTION IT, OJ A-O.54n" WT - 0.74 pit. Ix - 0.75 nO Sx - 0.70 n I 6063 - T6 2- X 3- X 0.050- PATIO SECTION A-0.36n" WT - 0.41 pit. Ix - 0.19 n 0 Sx - 0.26 n I 6063 - T6 IT, ~l . J ~ X ~. X 0.036- PATIO SECTION IT, OJ A - 0.75 n 1 WT - 0.86 pit. Ix - 153 nO Sx-t07i\." 6063 - T6 2- X 40 X 0.050- PATIO SECTION A - 0.42 n I WT - 0.49 pit. Ix - 0.23 nO Sx - 0.31 n I 6063 - T6 ~- X 2- X 0.044- PATIO SECTION Lawrence E. Bennett, PoE. OVI. EIGIEER - DEVELOPtENT' CONSU.TANT P.O. BOX 4388, BOUl1i DAYTONA, FL 32121 TElB'HONE (804) m-4n4 FAX (904) m-85S8 SEAL @ COPYRIGHT 1998 NOT TO BE REPROOUCED If WHOlE OR If PART WI1l1OUT T1-E WRTTEN PSUSSION OF LAWRENCE E 1l9IETT, P.E. PAGE 135 SOLID ROOF PANEL PRODUCTS SECTION 7 PAN ROOF ANCHORING DETAILS ~ EXlSTHG TRUSS OR RAFTER SEALANT t-EADER (SEE NOTE BaOW) #8 x 9/16" S.M.S. (3) PER PAN AN) (1) AT RISER #10 x ~ V2" S.M.S. (1) PER RAFTER OR TRUSS TAL ROOF PAtS.. #10 x 3/4" SMS. AT 12" ON CENTER #8 x 9/16" SM8. (3) PER PAN AN) (1) AT RISER ALTERNATE CONECTION: #8 x ~V4" SCREWS (3) PER PAN NTO FASCIA TJ-AOUGH PAN BOXED EN) EXlSTHG FASCIA ROOF PANEL TO FASCIA DETAIL I-EADER (SEE NOTE BaOW) #8 x 9/16" SM8. (3) PER PAN AN) (1) PER RISER FOR MASOt\RY USE V4" x ~V4" TAP-CON ANCHOR OR EQUAL AT 24" ON CENTER FOR WOOD USE #10 x ~V2" S.M.8. OR WOOD SCREWS AT 12" ON CENTER ROOF PMEL #8 x 9/16" SM8. (3) PER PAN AN) (1) PER RISER EXlSTHG HOST STRUC~ WOOD ~ MA~Y OR OTt-ER CONSTRUCTION ROOF PANEL TO WALL DETAIL ~ NOTES: ROOF PAtS..S SHALL BE ATTACH3> TO TI-E HEADER WITH (3) EAOi #8 x V2" LONG CORROSION RESISTANT St-EET ~ AL SCREWS WITH V2" WAStER8. ALL ~ I-EADS SHALL BE CAll..KED OR SHALL HAVE NEOPREtE GASKET BETWEEN TI-E WAStER AN> TI-E PAN. PAN RBS SHALL RECEIVE (1) EAOi #8 x V2" SCREW EACH. TI-E PANS MAY BE ANOtORED TJ-AOUGH BOXED PAN WITH (3) EACH #8 x l' OF TtE ABOVE SCREW TYPES AN) THE ABOVE SPECFED RS SCREW. Lawrence E" Bennett, p"E. avL ENGIoEER - DEVELOPttfENT COHSlL TANT P.O. BOX 4388, 8ClU1ll DAYTONA, FL 32121 TB.B>HOfE (904) 7ff1-4n4 FAX (904) 7ff1-8558 SEAL PAGE @ COPYRIGHT 1998 NOT TO BE REPRODUCED ... WHOLE OR ... PART WITHOUT TIE WRrTTEN PERMSSlON OF LAWRENCE E. BENETT. P.E. 113 SECTION 7 SOLID ROOF PANEL PRODUCTS [1 1 12" f t 12- WIDE x VARIOUS HEIGHT RISER [INDUSTRY STANDARD) ROOF PANEL [I J 12" f 1 12- WIDE x 3- RISER INTERLOCKING [INDUSTRY STANDARD) ROOF PANEL SEE tIDlVIDUAL PANEL SPECIACATION (IN TABLES) FOR ALLOY AN) THICKNESS J 1 12.00' l 1 INDUSTRY STANDARD CLEATED ROOF PANEL saECT PAN3.. DEPTH FROM TABLES ~[I 1 /:: ~- ................ ...........~....a.,.... ... ... I ~ ~rf~~ L 48. COMPOSITE ROOF PANEL [INDUSTRY STANDARD) Lawrence E. Bennett, P.E. avL ENGItEER - DEVELOPMENT COHSU.TANT P.O. BOX 4388, SOUTH DAYTONA, FL 32121 TEI..EPHOtE (904) 787-4n4 FAX (904) 787-8558 SEAL PAGE 112 @ COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOLE OR N PART WITHOUT TIE WRITTEN PERMSSION OF LAWRENCE E. BENIETT. P.E. SECTION 7 SEAL PAGE 120 SOLID ROOF PANEL PRODUCTS Table 7.1.2: Allowable Spans for Industry Standard Riser Panels for Various Loads A1uninum Alloy 3105 H-14 or H-25 3" x 12" x 0.019" Riser Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'..0" 2'..0" 3'..0" 4..0" Region Load NONE 1'..0" 2'..0" 3'..0" 4'..0" 102 M.P.H. 17 11'-11" 12'-1" 12'-7" 13'-4" 14'-4" 102 M.P.H. 29 9'-1" g'-4" 9'-11" 10'-11" 12'-2" 110 M.P.H. 20 10'-11. 11'-2" 11'-8" 12'-6" 13'-7" 110 M,P,H. 35 8'-4" 8'-6" 9'-3" 10'.3" 11'-6" 120 M.P,H, 23 10'-3" 10'-5. 10'-11" 11'-10. 12'-11. 120 M.P ,H. 41 7'-8" 7'-11. 8'-8" g'-g" 11'-1" 125 M.P,H. 26 9'-7" 9'-10" 10'-5" 11'-4" 12'-6" 125 M.P.H. 45 7'-4" 7'-7" 8'-4" 9'-6" 10'-10" 140 M,P.H. 32 8'-8" 8'-11" 9'-7" 10'-7" 11'-10" 140 M.P.H. 56 6'-7" 6'-10" 7'-8" 8'-11. 10'-4" 3" x 12" x 0.026" Riser Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'..0" 2'..0" 3'..0" 4'..0" Region Load NONE 1'..0" 2'..0" 3'..0" 4'..0" 102 M.P,H. 17 13'-11" 14'-1. 14'-6" 15'-2" 16'-0" 102 M.P.H. 29 10'.8" 10'-10" 11'-4" 12'-3" 13'-4" 110 M.P.H. 20 12'-10" 12'-11" 13'-5" 14'-2" 15'-1" 110 M,P.H. 35 9'-8" 9'-11" 10'-6" 11'.5" 12'-7" 120 M.P .H, 23 11'-11. 12'-1" 12'-7" 13'-4" 14'-5" 120 M.P.H. 41 8'-11" 9'-2" 9'-10" 10'-9" 12'-0" 125 M.P.H. 26 11'-3" 11'-S" 11'-11" 12'-9" 13'-10" 125 M,P.H, 45 8'-7" 8'-9" g'-S" 10'-S" 11'-8" 140 M.P.H, 32 10'-2" 10'-4" 10'-11" 11'-9" 12'-11" 140 M.P.H. 56 7'-8" 7'-11" 8'-8" g'-g" 11'-1" 3" x 12" x 0.032" Riser Panels Open Buildings Enclosed Buildings Wind Applied Ove rhan Condition Wind Applied Overhan Condition Region Load NONE 1'..0" 2'..0" 3'..0" 4'..0" Region Load NONE 1'..0" 2'..0" 3'..0" '4'..0" 102 M,P,H, 17 IS'-5" IS'-6" 15'-11. 16'-6" 17'-4. 102 M.P.H. 29 11'-9. 11'-11. 12'-S" 13'-3" 14'-3" 110 M,P.H. 20 14'-2" 14'-4" 14'-9" lS'-S" 16'-3" 110 M,P.H. 35 10'-9" 10'.11" 1I'-S" 12'-3" 13'-S" 120 M.P.H. 23 13'-3" 13'-5" 13'-10" 14'-6" 15'-6" 120 M.P.H. 41 9'-11" 10'.1" 10'-8" 11'-7" 12'-9" 125 M,P.H. 26 12'-S" 12'-7" 13'-1" 13'-10" 14'-10" 125 M.P.H. 45 g'-S" 9'-8" 10'-3" 11'.2" 12'-5" 140 M,P.H. 32 11'-3" 11'-5" 11'-11" 12'-9" 13'-9" 140 M,P.H. 56 8'-6" 8'-9. g'-4. 10'.S" 11'-8" Note: Total rool panel widlh = room widlh plus wall widlh plus oloeman~, Table 7,1.3: Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H-28 3" x 12" x 0.019" Riser Panels 0 n Bulldln s Enclosed Bulldin s Wind Applied Owrhan Condition Wind Applied Owrhan Condition Re ion Load NONE 1'..0" 2'..0" 3'..0" 4..0" Reion Load NONE 1'..0" 2'..0" 3'..0" 4'..0" 102 M.P.H. 17 13'-10" 13'-11" 14'-S" IS'-I. IS'-II" 102 M.P.H. 29 10'-7" 10'.9" 11'-4" 12'-2" 13'-3" 110 M.P.H. 20 12'-9" 12'-11" 13'-4" 14'-1" IS'-I" 110 M.P.H. 35 9'-8" 9'-10. 10'-5" 11'-4" 12'-6" 120 M,P,H. 23 11'-11" 12'-1" 12'-6" 13'-4" 14'-4" 120 M.P.H. 41 8'-11" 9'-1" g'-g" 10'-9" 11'-11" 125 M.P.H. 26 11'-2" 11'-4" 11'-10" 12'-8" 13'-9" 125 M.P.H. 45 8'-6" 8'-9" 9'-5" 10'-S" 11'-8" 140 M.P,H. 32 10'-1" 10'-3" 10'-10" 11'-9" 12'-10" 140 M.P,H. 56 7'-7" 7'-10" 8',7" 9'-8" 11'-1" 3" x 12" x 0.026" Riser Panels 0 n Bulldln s Enclosed Buildl Wind Applied Owrhan Condition Wind Applied Owrhan Condition Re Ion Load NONE 1'..0" 2'..0" 3'..0" 4'..0" Relon Load NONE 1'..0" 2'..0" 3'..0" 4'..0" 102 M.P,H. 17 16'-2" 16'-3" 16'-8" 17'-3" 18'.0" 102 M.P.H. 29 12'-4. 12'-6" 12'-11" 13'-9" 14'-9" 110 M,P.H. 20 14'-11" 1S'.o. IS'-5" 16'-1" 16'-11" 110 M.P.H. 35 11'-3" 11'-5" 11'-11" 12'-9. 13'-10" 120 M.P,H. 23 13'-11" 14'.0" 14'-5" 15'-1" 16'.0" 120 M.P.H. 41 10'-5" 10'-7" 11'-2" 12'.0. 13'-1" 125 M.P ,H. 26 13'-1" 13'-2" 13'-8" 14'-4" 15'-4" 125 M.P.H. 45 9'-11" 10'-1" 10'-8" 11'-7" 12'-9" 140 M.P.H. 32 11'-9" 11'-11" 12'-5" 13'-3. 14'-3" 140 M.P.H. 56 8'-11" 9'-1" g'-g" 10'-9" 11'-11" 4'..0" 19'-7" 18'-4" 17'-4" 16'-6" 15'-3" Wind Re Ion 102 M,P.H. 110 M.P.H. 120 M.P.H. 125 M,P,H. 140 M,P.H. Enclosed Bulldl Applied Owrhan Condition Load NONE 1'..0" 2'..0" 3'..0" 4'..0" 29 13'-8" 13'-10" 14'-3" 14'-11" 15'-10" 35 12'-S" 12'-7" 13'-1" 13'-10" 14'-10" 41 11'-6" 11'-8. 12'-2" 12'-11" 14'.0. 45 10'-11" 11'-2" 11'-8. 12'-6" 13'-7" 56 9'-10" 10'-1" 10'-8" 11'-6" 12'-8" Wind Re Ion 102 M.P.H. 110 M.P.H. 120 M,P,H. 125 M,P.H. 140 M,P,H. Applied Load 17 20 23 26 32 Note: Total roolpanel widlh = room widlh plus wall wldlh plus oloemang, Lawrence E. Bennett, P.E. avL ENGIIEER - DEVaOAENT' CONSU..TANT P.O. BOX 4388, SOUTH DAYTONA, FL 32121 TELB>HONE (904) 787-4n4 FAX (904) 787-lISS8 @ COPYRIGHT 1998 NOT TO BE REPR<XlUCED N WHOLE OR N PART WITliOt1T TI-E WRITTEN PERMSSION OF LAWRENCE E. IIEN'ETT, P.E. 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+'!." Size Post Size 1/4" " 3/S" ", 2" x 3" x 0.050" Hollow Tilt 3"x 3"x 0.060" Scallooed 2 - 2" x 4" x 0.050" Hollow 3"x 3"x 0.060" Scalloped 2 - 2" x 4" x 0.03S" x 0.100" Self Matina Beam 3"x 3"x 0.060" Scallooed 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 Matina Beam 3" x 3" x 0.093" 3 2 2" x S" 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 Matina Beam 3" x 3" x 0.125" 4 3 2" x 9" x 0.OS2" 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 #/Sa. R. 20 #/Sq. R. 23 #/Sa. R. 26 #/Sq. R. 32 #/Sa. R. Existing Slab on Grade with unknown 20 17 15 13 10 reinforcement Isolated Footing Dimensions** Maximum Attributable Roof Area in Sauare 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 **Notes: Isolated Footing is a poured concrete rectangular solid (Length x Width 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 grade. 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. QVI. ENGIEER - DEVaOPMENT CONSU.TANT P.O. BOX 4388, SOUTH DAYTONA, FL 32121 TE1.B>HOI\E (904) 7ff7-4n4 FAX (904) 7117-8658 SEAL. PAGE @ COPYRIGHT 1998 64 NOT TO BE REPR<XlUCED ... WHOLE OR ... PART wmtOUT nt: WRITTEN PERMSSION OF LAWRENCE E. BEtN:TT, P.E. A TT ACHED & FREEST ANDING COVERS AND UTilITY SHEDS SECTION 2 r" t DO NOT BLOCK me EXIT WN)()W ~=v ~ (I) I- (I) ~ ~ I'--W VARES- sa ~ t; L"' .I ~ OVERHANG VAfES 2" x _ FRONT WALl. BEAM SB.ECT 1.' FROM TABLE 2 . 1 . 1 ANl/OR TABLE 2 . 1 . 2 USE 1.: · W/2 + O.tl 2"x3"~ SEE TABLE 2 . 2 . 1 ANl/OR TABLE 2 . 2 . 2 SINGLE CARPORT Lawrence E. Bennett, P.E. eM. ENt>>IEER - llEVB.0PIENT CONSI.l.TANr P.o. BOX 4388, SOUTH DAYTONA, FL 32121 'TB..EPHOfE (1104) 7ff1-4n4 FAX (1104) 7117-85l58 SEAL @ COPYRIGHT 1998 NOT TO BE REPRODUCED ~ WHOLE OR ~ PART WITHOUT nt:: WRITTEN PERM5SION OF LAWRENCE E IIENETT, P.E. PAGE 49 SECTION 2 A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS SEE CONNECTION DET ALS ( ~ PAN OR COMPOSITE ROOF PAtEl.. SEE SECTION 7 TOP PLATE P.T. OR WITH VAPOR BARRER AT ALlt.1NJM ROOF !i! ~ ~ ~ 2" x 4" LUMBER TOP PLATE @ ROOF 2" x 2" ALlJMNJM OR 2" x 4" LUMBER #2 SP.F. (Wi) SHEA THt.1G: 7/16" O.S.B. OR 1/2" PI. YWOOD WITH STJ.I)S 24" ON CENTER OR STRUC~ GRADE TlERMAL PI. Y WITH S1\I)8 AT 16" ON CENTER 2" x 4" PRESSl.RE TREATED PLATE WITH 3/8" x 4-1/2" CONCRETE ANCHORS AT 4'-0" ON CENTER SEE SLAB DET ALS w ...! m ~ o ~ rl2 X w SEE CONNECTION DET ALS ------ ~ o :I: W "" m o ~ 12" x PAN (SEE TABLE) USE W TO SELECT PAN FOR RECURED SPAN 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 W' FOR WOOD, AND #10 X 2 W' SMS FOR 1" X 2" ALUMINUMI #10 x 3 Y. SMS FOR 2" X 2" ALUMINUM. ALl.IWIIUM POST AN) BEAM ~ UJ ~ ~ ------ SHEA THt.1G: 7/16" O.SB. OR 1/2" PI. YWOOD WITH STlDS 24" ON CENTER OR STRUC~ GRADE TlERMAL PI. Y WITH S1\I)8 AT 16" ON CENTER 2" X 4" PRESSl.RE TREATED PLATE WITH 3/8" X 4-1/2" CONCRETE ANCHORS AT 4'-0" ON CENTER SEE SLAB DET ALS W 1 VARIES FOR FRONT BEAM USE L . W I 2+OVERHANG UTILITY SHED AND CARPORT WALL SECTION t ANCHOR PANS TO HEADER CHANNEL WITH (3) #10 X 1/2" SMS. WI WASHER. 2. ANCHOR PANS TO ROOF BEA~S WITH (3) #10 X 112" SMS. WI WASI-ER. 3. ANCHOR COLUMN TO CONCRETE FLOOR WITH 2-114" X 3" CONCRETE ANCHORS. 4. ANCHOR COLUUN TO BASE PLATE WITH 1-114" S.S. BOLT. 5. ANCHOR SHEETING AS FOUOWS: A. PI. YWooD #8d COMMON @ 6" O.C. EDGES AN) 12" O.C. FElD. a STRUCTURAL GRADE TI-ERMAL PI. Y PER MANlEACTlRR'S RECOMMENJA TIONS OR #6 X 1114" DECK SCREWS @ 6" O.C. EDGES AN) 12" O.C. FElD AS A W&U.t Lawrence E. Bennett, P.E. avL ENGN:ER - DEVB..0PfENT CONSU.TANT P.O. BOX 4388, SOUTH DAYTONA, FL 32121 TB..EPHOtE (904) 787-4n4 FAX (904) 787-11558 SEAL PAGE 50 @ COPYRIGHT 1998 NOT TO BE REPRODUCED N WHOlE OR N PART WI11iOUT TIE WRITTEN PERMSSION OF LAWRENCE E 1lENETT, P.E. A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS SECTION 2 .r IS TtICIOESS OF REQURED POST ' r ;". C\I. t- ;:. ~ 1" · 3. x 3. POST SEE TABLE (2) 2:' x 2:' x T ANGLE OR (1) U awH3.. x T 31S. x 3-112:' BOLT eo, LB. 2500 PSI CONCRETE PRE-tAX 3" x 3" BASE 18" 1 ALUMINUM CONVENTIONAL CONSTRUCTION PORCH POST CONNECTION r o L ~> LL-lY POST H CONCRETE #4 BAR 12" LONG POlJE) CONCRElE REFER TO TABLE 2 . 4 N ;:. I C\I 3. x 3" POST ~ BOLTED TO ANCHOR RISER 2-314. x 2-314. x 2-112:' ~ LONG x 1IS. 1\BHG WB.DED C<HI:CTION FASTEN PER TABLE 2 . 5 12" x 12" x 114. PLATE 3-112:' CONe. SLAB ISOLA TED FOOTING BASE ANCHOR CONNECTOR FOR POST TO SLAB CONNECTION 2'-0" Wl N (1) #5 BAR CONT. BEFOOE SLOPe '" ~_ f -( ~ <- ~ ~ me' TYPE I FLAT SLOPE / NO FOOTHG 0-2:'/12. (1) #5 BAR CONT. TYPE II MODERATE SLOPE FOOTHG 2:'112" - f-1O" TYPE III STEEP SLOPE FOOTHG > 1-10" NOTES: t NO FOOTHG REQURED EXCEPT WI-EN ADORESSHG EROSION EXCEPT FOR EXlSTHG SLAB wrrHOUT REJtFORce.t:NT. TlEN TRBlITARY ROOf' AREA LMrED BY TABLE 2 . 4 2. MONOlITHC SLABS OR FOOTHGS SHAll BE w-L 2,500 PSI CONCRETE WITM Sx8-1Ox1O W8..DED WFIE Y:SH OR FlIER Y:SH MAYBE USED H LEU OF Y:SH. 3. F LOCAL BUI..DHG CODES REQl.R:S A MM.UII FOOTHG USE TYPE . FOOTHG OR FOOTHG SECTION REQURED BY LOCAL CODE. LOCAL CODE GOVERNS. SLAB DETAILS ADDRESSING EROSION Lawrence E. Bennett, P.E. Q\II. EIGEER - DEVS..OAENT OON8U.TANT P.o. BOX 4388, BOU1'H DAYTONA, R. 32121 1B.S'HOIE (804) 7ff1-4774 FAX (1104) 787-8558 SEAL. @ COPYRIGHT 1998 NOT TO BE REPRODUCED .. WHOlE OR .. PART WITHOUT THE WRITTEN PERMSSION OF LAWRENCE E. BENETT, P.E. PAGE 53 SECTION 2 A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS ,'- INTERNAL OR EXTERNAL RECEIVING CHANNEL ~ " ~ 2" x 2" x 0.063" ANGLES ", INTERNAL OR EXTERNAL ANGLE CLIPS AL~ TUBE COLlM<iI ~ EXlRU)E[) ALut..tNH BASE OR BREAK FORMED U-CLP CORROSION RESISTIVE STEEL TJ-RJ BOLT PER SCtEDU..E CONaETE ANCHORS PER SQ-EDlLE CONaETE SLAB OR FOOffiG TUBE COLUMN BASE SCHEMA TIC INTERNAL BASE NOTE: ATTACHMENT DETALS SHOWN RE~ DIAGONAL BRACIIIG FOR FREE-STANltoIG COVERS Lawrence E. Bennett, P.E. avI. ~ - DeVELClf'MENT CONSU.TANr p.o. BOX 4388, SOUTH DAYTONA, FL 32121 TEI..EPHOl\E (804) 7ff7-4T74 FAX (804) 787-<<15158 SEAL PAGE 54 @ COPYRIGHT 1998 NOT TO BE REPRODUCED ... WHOlE OR ... PART WITHOUT TlE WRITTEN PERMSSION OF LAWRENCE E. 1lEN'ETT, P.E. A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS SECTION 2 1- BEAM SPAN W FOR BEAM SIZE SEE TABlE 2 . 1 . 1 AN>/ORT ABlE 2. t2 AFTER ~ W LARGEST VALlE L A POST SIZE PER TABlE 2 . 2 . 1 AN>/OR TABlE 2 . 2 . 2 SIDE VIEW SINGLE OR DOUBLE BAY CARPORT KNEE BRACE NOT RE~ FOR ATT ActED STRUCTURES KNEE BRACE REQl.R3) F POST NOT SET N CONCRETE FOOTNG PAN OR ~ PAte. ROOF CENTER OF BRACE COfft:CTION FOR START OR EN) OF BEAM SPAN . . . . . KNEE LENGlH H-CHAJtN:1.. KNEE BRACE 2" x 3' x 0.050" KNEE BRACE WITH (3) :if:1O x 1/2" EACH SDE OF BEAM U-CHAJtN:1.. ON SDE WITH (3) :if:1O x 1/2" AN> KNEE BRACE NTO POST AN> (3) t:1O x 1/2" EACH SI>E OF KNEE BRACE WITH CORROSION RESISTIVE WAStER I-EADED SCREWS BEAM PERPENDlcu..AR TO ROOF BEAM PARALLa TO ROOF KNEE BRACE TO POST DETAL l' d-.50" -r d-.5O" -.r PLATE TO BE SAME lltCKNESS AS BEAM WEB PLATE CAN BE NSI)E OR OlJTSDE BEAM OR LAP arr SPlJCE TO BE LOCATED 1/4 TO 1/3 BEAM SPAN AN> STAGGERED EACH SDE OF SB.F MATNG BEAM S8..ECT FASTEN:RS FROM TABlE 1 . 6 l' MAX. + + + + + + + + DENOTES PATTERN NOT NMER ~S + + + + + + + + d . tEIGHT OF BEAM BEAM SPLICE SHALL BE W&1UM d - .50" HEIGHT 2 x (d - .50") LENGlH l' MAX. TYPICAL BEAM SPLICE DETAIL S8..ECT FASTENER SIZE, N.MER AN> SPACNG FROM TABlE 1 . 8 Lawrence E. Bennett, P.E. avI. ENa#EER - DE\lELOAiENT CONBILTANT P.O. BOX 4388, SOUTH DAYTONA, FL 3212l 'JB.SIHOfE (004) m-4T74 FAX (804) 787-115I58 SEAL @ COPYRIGHT 1998 NOT TO BE REPRODUCED ... WHOlE OR ... PART WIT1iOUT TIE WRITTEN PERMSSION OF LAWRENCE E. BEMETT, P.E. PAGE 55 SECTION 2 A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS en ~ ROOF PAN3.. SEE SECTION 7 > ANCHOR PER OETAL FOR PAN OR COY'OSITE PAtEl. SEE TABLE 2 . 3 FOR N.MIER OF BOl. 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 COLLU.I NOTctED TO SlIT SIDE NOTCH POST TO BEAM CONNECTION i > ROOF PAtEl. SEE SECTION 7 ANCHOR PER DETAL FOR PAN OR COY'OSITE PAtEl. SEE TABLE 2 . 3 FOR N.MIER OF BOLTS 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 NOTctED TO SlIT CENTER NOTCH POST TO BEAM CONNECTION Lawrence E. Bennett, P.E. QVI. EM>>EER - DEVE1.OAENT CONSU.TANT PA BOX 4388, 80UTH DAYTONA, R. 32121 1B.EPHClIE (1104) 7f{1-4n4 FAX (1104) 787-8558 ,- , SEAL PAGE 56 @ COPYRIGHT 1998 NOT TO BE REPRODUCED .. WHOLE OR .. PART wmtOUT TIE WRITTEN PERlIS8ION OF LAWRENCE E 1lBNETT, P.E. SECTION 2 SEAL PAGE 60 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS Table 2.1.2: Allowable Roof Beam Spans for Carports, Patio Covers, Screen Rooms, and other Open Buildings with Solid Roofs Aluminum Alloy 6063 T-6 Wind Zone = 102 MPH 110 MPH 120 MPH I 125 MPH 140 MPH Applied Load = 17.1 Sq. R. 20.1 Sq. R. I 23.1 Sq. R. I 26.1 Sq. R. 32.1 Sq. R. Load Width 2" x 6" x 0.050" x 0.120" Self Mating Beam 8' 16'-11" 15'-7" 14'-7" 13'-S" 12'-4" 9' 15'.11" 14'.9" 13'.9" 12'-11" 11'-8" 10' 15'-2" 13'.11" 13'-0" 12'-3" 11'-0" 11' 14'.5" 13'-4 " 12'.5" 11'-S" 10'-6" 12' 13'-10" 12'-9" 11'-11" 11'-2" 10'-1" 13' 13'-3" 12'-3" 11'-5" 10'-9" 9'-S" 14' 12'-10" 11'-10" 11'-0" 10'-4" 9'-4" 16' 11'-11" 11'-0" 10'-4" 9'-8" S'-9" Load Width 2" x 7" x 0.055" x 0.120" Self Mating Beam 8' 19'-4 " 17'-10" 16'-8" 15'-8" 14'-1" 9' 1S'-3" 16'.10" 15'-8" 14'-9" 13'-4" 10' 17'-4" 15'-11" 14'-11" 14'-0" 12'-7" 11' 16'-6" 15'-3" 14 '-2" 13'-4" 12'-0" 12' 15'-10" 14'-7" 13'-7" 12'-9" 11'-6" 13' 15'-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 8" x 0.072" x 0.224" Self Mating Beam 8' 24'.10" 22'-11 " 21'-4" 20'-1" 1S.'-1 " 9' 23'-5" 21'-7" 20'-2" 1S'-11" 17'-1" 10' 22'-3" 20'-6" 19'-1" 17'-11" 16'-2" 11' 21 '-2" 19'-6" 18'-3" 17'-2" 15'-5" 12' 20'-4" 1S'-8" 17'-5" 16'-5" 14'-9" 13' 19'-6" 17'-11" 16'-9" 15'-9" 14'-3" 14' 1S'-9" 17'-4 " 16'-2" 15'-2" 13'-8" 16' 17'-7" 16'-2" 15'-1 " 14'-3" 12'-10" Load Width 2" x 9" x 0.072" x 0.224" Self Mating Beam 8' 27'-2" 25'-1" 23'-4" 21'-11" 19'-10" 9' 25'-S" 23'-8" 22'-0" 20'-9" 1S'-8" 10' 24'-4" 22'-5" 20'-11" 19'-8" 17'-9" 11' 23'-2" 21'-4" 19'-11" 1S'-9" 16'-11" 12' 22'-2" 20'-6" 19'-1" 17'-11" 16'-2" 13' 21 '-4" 19'-8" 1S'-4" 17'-3" 15'-7" 14' 20'-7" 1S'.11" 17'-8" 16'-7" 14'-11" 16' 19'-3" 17'-9" 16'-6" 15'-7" 14'-0" Load Width 2" x 9" x 0.082" x 0.306" Self Mating Beam 8' 29'-S" 27'-4 " 25'-6" 23'-11" 21'-7" 9' 27'-11" 25'-9" 24'-1" 22'-7" 20'-5" 10' 26'-6" 24'-6" 22'-10" 21'-5" 19'-4 " 11' 25'-4" 23'-4" 21'-9" 20'-5" 1S'-5" 12' 24'-3" 22'-4" 20'-10" 19'-7" 17'-8" 13' . 23'-3" 21'-5" 20'-0" 1S'-10" 16'-11" 14' 22'-5" 20'-8" 19'-3" 1S'-2" 16'-4" 16' 20'-11" 19'-4" 1S'-o" 16'-11" 15'-3" Notes: Abow spans do not include length of knee brace, Add horizontal length of knee brace to abow spans for total beam spans, Lawrence E. Bennett, P.E. avL E/IGEER - DE\lELQPIoI:NT CON8U.TANr P.o. BOX 4388, SOUTH DAYTONA, FL 82121 1EI..EPHOfE (804) 787-4774 FAX (llO4) 787-8558 @ COPYRIGHT 1998 NOT TO BE REPRCXXJCED .. WHOlE OR .. PART WITHOUT TIE WRTTEN PERlISSION a= LAWRENCE E IIENETT, 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. 3~ #/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 Heiaht Load in Lbs 3" x 3" x 0.125" Hollow Extrusion -Aluminum A1lov 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 ADDlied Load = 17 #/Sa. R. 20 #/Sa. R. 23 #/Sa, R. 26 #/Sa. R. 32 #/Sa. R. Maxim um Allowable Roof Area in Square Feet for Various Loads on Post Heiaht Load in Lbs 3" x 3" x 14 Gauae Post - 46 k.s.i. Steel 19'-10" 10,050 591 503 437 387 314 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 Height 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 Heiaht Load in Lbs 4" x 4" x 14 Gauae Post -46 k.s.i. 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. CWl. 9K>>EER - DEVELOPAENr CONStL TANT P.O. BOX 4388, 8OUTI-I DA YTaNA, FL 32121 1ELS'HON: (904) 787-4n4 FAX (904) 787-8558 SEAL @ COPYRIGHT 1998 PAGE NOT TO BE REPRODUCED tI WHa..E OR tI PART WITHOUT Tlt: WRITTEN PEFNSSION OF LAWRENCE E. ~, P.E. 63 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) 16" 24" Load Condition 110 M.P.H 120 M.P.H 130 M.P.H 140 M.P.H 23 # I Sq. R. 26 # I Sq. R. 29 # I Sq. R. 36 # I Sq. R. 2" x 2" x 0.032" Hollow Extrusion 8'-10" 8'-4" 7'-11" 7'-1" 7'-3" 6'-10" 6'_5" S'-g" 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" 11'-1 " 1 0'-1" 9'-6" 8'-11 " 8'_1 " g'-O" 8'_3" 7'-g" 7'-4" 6'_7" 2" x 2" x 0.055" Hollow Extrusion 12'.1" 10'-11" 10'-4" 9'-10" 8'-9" 9'-10" 8'-11 " 8'_5" 7'-11" 7'_2" Load Width 16" 24" Load Width 16" 24" 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. Q\IL ENGMEER - De\lELOPRolEHT CONSU..TANr P.O. BOX 4388, SOUTH DAYTONA, F1. 32121 'TEl.EPHOtE (1104) 7fJ7-4n4 FAX (1104) 7fJ7-85l58 SEAL PAGE 66 @ COPYRIGHT 1998 NOT TO BE FE>RODUCED to! WHOlE OR to! PART WllliOUT THE WRrTlEN PERtISSION OF LAWI'EHCE E. 1lEHETT, P.E.