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Home My WebLink About95-5109 BUILDING PERMIT~- CITY OF ZEPHYRHILLS permitN. (813) 788-6611 --'-.5109 ~ Date 7- /.1-7S- @ ELECTRICAL PLUMBING MECHANICAL Pmperty Owne' ~~ ~ . Job Address: Sa () '7- . . p Parcel 1.0. # //-:21::> --V- 00/0 - /tf'- Y gJO- Ou/ 0 Sewer Conn Water Conn: Water Meter: T.I.F.'s: Zoning: En~ode: Radon Gas: Description of Work -/..,l1J L~/ ~ &~/"1__ NO OCCUPANCY BEFORE C.O. FINAL ~-J4-9S Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. c.o. DATE Inspector Permit Fee Signature Company Address Telephone# y[) - tJl) -/v.~ .u1. Valuation or Contract Price / ~ ._~u"7J" ~;-i) / City License Registration # ,;zfkj State Certified License# I]n)A>1 &J'",-o BUILDING ELECTRICAL PLUMBING MECHANICAL - Tp, Servo Rough In Meter Can Const. Pole Pool ,Pre-Meter Final SLB Tub Set Water Sewer Final Breakers Ducts Insl. Compressor Final Ftr. Pre SLB Lintel FRM, Insul. CL WL Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($15,00) shall be made for each trip for each trade: a, Wrong Address b, Condemned work resulting from faulty construction. c, Repairs or corrections not made when inspection called, d, Work not ready for inspection when called, e, Permit not posted on job site. f, Plans not at job site, g, Work not accessible, The payment of inspection fees shall be made before any further permits will be issued to the person owning same, APPLICATION FOR PERMIT CITY OF ZEPHYRBILLS BUILDING DEPARTKENT OWNER'S NAME r 0 l/ r-:$ -f e-l IF' 0 f- L e / ~y yo It ,li/PHONE o ,'c- It Je we. fI It:f~--l{( '11 OWNER'S ADDRESS JOp ADDRESS ),J. 0 'l f! d Sf. t -;)... - 5 7- e,(y, L: 1& ~(. LEGAL DESCRIPTION: LOT(S) PARCEL 1. D. t BLOCK 1 F'1 SUBDIVISION Pio..+ B."A. I P a-r '{ , (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPOSED:L.wew Construction ~ition ----Alteration -J.epair _Install _Sign ~ve _Deaolish nOPOSED~E: _S~eF_i~ ---14/F _' of Units ---14/H _ec-ercial _Indust. _Swia. Pool _Other -----Restaurant &: Health Departaent Approval DESCRIPTION OF WORK: 5' h v f PI e.. k 1')&--11 A (60 11 " -t (!o <.J e y BUILDING SIZE: t?J X C, () t Square Feet, Height RESIDENTIAL: ATTACH (2) PLOT PLANS &: (2) SETS OF BUILDING PLANS &: (1) SET ENERGY FORMS. COKKERCIAL: ATTACH (3) SETS OF BUILDING PLANS &: (1) SET ENERGY FORMS. nOPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. PERMITS REOUESTED _BUILDING $ Valuation of Total Construction _ELECTRICAL AIIP Service Florida Power Corp. W.R.E.C. ----1IECllANICAL $ Valuation of Mechanical Installation _PLUMBING GAS ROOFING SPECIALTY TYPE OF CONSTRUcnON: _Block _Fraae _Steel Other FIlJISBED FLOOR ELEVAnOliS: FT. IS PROJECT IN FLOOD ZONE AREA? YES NO .......................................... CONTRACTOR SECTION BUTT .DB COMPABY State Cert. or Regist. t City License Registration t .......................................... Signature RT .RCTRICIAIII COMPANY State Cert. or Regist. . City License Registration . .......................................... SignAture PLUMBER COMPANY State Cert. or Regist. t City License Registration . .......................................... Signature HECHARICAL COMPANY State Cert. or Regist. t City License Registration t .......................................... Signature OTIIRR COMPANY State Cert. or Regist. t City License Registration . .......................................... Signature APPLICATION APP1IOVED BY Ylt1 Ath G JJ1 &&J'd PERMIT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS fhe undersigned understands that this perlit tay be subject to 'deed restrictions' which laY be lOre restrictive than City regulations. the undersigned assUleS responsibility for COIpliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, they lay 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 tay be ci ted for a lisdeJeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirl!lents lilY apply for the intended work, they are advised to contact the City of Zepbyrhills Building DepartJent, (813) . 788-6611. FurtherJOre, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the DContractor Sections' of this application for which they will be responsible. If you, as the owner .sign 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 lilY be an indication that he is not properly licensed and Is not entitled to perlitting privileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTION 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 - HOIl!OlOler's Protection GuideD prepared by the Florida DepartJent of Agriculture and Consuaer Affairs. If the applicant is sOJeOlle other than the Downer", I certify that I have obtained a copy of the above described docuaent and prOJise in good faith to deliver it to the "owner' prior to COIIeDCetent. E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the infortatlon in this application is accurate and that all work will be done in cOJpliance with all applicable laws regulating construction, loning, and land developlent. Application is hereby Iilde to obtain a perlit to do work and installation as indicated. I certify that no work or installation has CDleDced prior to issuance of a perli t and that all work will be perfoIled to leet standards of all laws regulating construction, City codes, loning regulations, and land developaent regulations in the jurisdiction. I also certify that I understand that the regulations of other govl!IDJeDtal agencies lilY apply to the intended work, and that it is IY responsibility to identify what actions I lUst take to be in cOJpliance. Such agencies include but are not lilited to: * DepartJent of EnvirOlllelltal Regulation - Cypress Baybeads, Wetland Areas and EnviroDJelltally Sensitive Lands, Water /Wastewater !reatJent * Southwest Florida Water Hanagetent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses * AIIY Corps of Engineers - Seawalls, Docks, Navigable Waterways * DepartJent of Health , Rehabilitative Services, EnvirODJeDtal Health Unit - NeIls, Wastewater !reatJent, Septic tanks * US BnvirODJelltal Protection Agency - Asbestos abatl!lent I also certify that, if fill taterial is to be used in Flood Zone "A' or "A, etc. " it is understood that a drainage plan addressing a 'COQeDSating volute" will be subJitted which is prepared by a professional engineer registered in the State of Florida prior to perlit issuance. A perlit 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 perlit prevent the Building Official frOJ thereafter requiring a correction of errors in plans, construction, or violations of any code. Every pertit issued shall becOJe invalid unless the work authoriled by such perlit is co.enced within slllOnths of issuance, or if work authorized by the perlit is suspended or abandoned for a period of sil IOnths after the tile the work is co.enced. One 90 day extension of tite, JaY be allowed for the perlit with fee charge of $15.00. fhe extension shall be requested in writing to the Building Official. An approved inspection lUSt be logged during each sil JOnth period, or the project will be considered abandoned. WAIUlIHG fO OVRBR: YOUR FAILURE fO RECORD A NOl'ICE OF aJlHDCEIIIMf HAY RESULf IN YOUR PAYING !VICE FOR IHPROVlllmS fO YOUR PROPmY. IF YOU IIft'BIID !O OB'IAIH FIWCIHG, CONSUL! Wlft YOUR LlHDBR OR IN AnORHEY BEFORE RECORDING YOUR NOTICE OF COMHENCBMBIft'. JOBS UNDIlR '2,500 IN VALUE 00 NOl' tIIlIlD fO RECORD AND POS! A "NOl'ICE OF COHHIlNCIlMIlIft'''. ~~~~v/ SIGJlAfURE: OR AGE1ft' r StAfll OF FLORIDA coum OF ~ The foregoing instrument was acknowledged before me this I~~~~ 19Q5 by J, Q, . ~\,0t:=:T\ who is ~er By known~o me or who has produce identification and who did/did not ak oath. ~ (Name Typed, Printed or Stamped) NOTARY PUBLIC DEBBIE A. ROWELL: NOTARY PUBLIC, STATE OF FLORIDA My commission expires Mar. 21, 1997 Commission No. C C 2 7 0 2 4 9 ~SIGHA~~R IS ~ (Name Typed, Printed or Stamped) NOTARY PUBLIC DEBBIE A. ROWELL: NOTARY PUBLIC, STATE OF FLORIDA My commission el\plres Mar. 21, 1997 Commission No. C C 2 7 0 2 4 9 ..----,.. . BAHR'S ALUMINUM & HARf)WAB~:] ijNC., 37827 FOUNTAIN RD. ZEPHYRHlllS, Fl 3354 I (813)782-3513 ESTIMATE & AGREEMENT 1149 DATE: r-/f,-9r To I '-? ./~~xxxtX.xtt!X~,{XXX~X~X1<X~XX I &:X~pgx"X~~x6btXxx~k'.>rJ{')"CCXX" XXX;{ 'l'ouri!'3t Club or Zephyrhi~_ls, Inc 5216 Seventh Street 7.ephyrhills,FL 335~9 1 /I'7TA.I.' ^ 11(J<'rvlty 5~f'.{~Y' L ~ BID: We hereby propose to furnish material and labor to complete the work outlined herein for the sum of: ,filue" df'~ d Twe/ve.~ 6ltowo.IlJ P(,,-aA! (.1,1 dollars I~ b A(i1. ($ 1 a'I Of.~. - (;\\ roO. 00 ) Payment to be made as follows: We hereby submit specifications and bid for: FOlD HERE ir\(1 s ~ V ('(2 I e 1)0 o..r J Co u e V- (bu' y b b ' loo/") 5' "o,c /:)00., d po.rl/ (31<3") ..j. 3 ~ I ~ rri 1 ... ~. ~" '" ( <:::'(..C """" t1 5 per Cod. -<: '* 1'\ d A 9- r ei9. d I I. L S L. . t' c _J I U V\.fJOJll rpc, .... Ca...7d)~f f-er.,..i+ IV' c (v d t' d.. ,.".. We guarantee all material used in this contract to be as specified above and the ltire jOb to be done in a neat, workmanlike manner, Any variations from plan or terations requiring extra labor or material will be performed only upon written der and billed in addition to the sum covered by this contract, Agreements made th our workmen are not recognized. E SIGNED --(G-~ CONTRACTOR'S GUARANTEE ACCEPTANCE OF BID The above specifications, terms and contract are satisfactory, and (I) .(oIfeJ11ereby authorize the performance of this work_ DATE THIS CONTRACT IS VOID 30 DAYS FROM DATE UNLESS PINK COpy IS SIGNED AND RETURNED TO BIDDER WE COMPLY wr L WORKMAN'S COMPENSATION & PROPERTY DAMAGE L1ASIL' 'SURANCE LAWS. .f- '7 / ~ ~r SIGNED._.., . __ )_ -;:::r" L- -:---- . . .__) ",>t''j/~<-. <'" " _~,,~././ /;' ",.. .' ...':: ( ._~.. .Yr _L:- ~ Y ..- Z ;.,~'" .... .;,:;,.'" 1289 CONTRACTOR'S FILE COpy . SIGN WUITJ: R. DINIt' t"nDU:C! ._ nel 1lI~" ...^ n...............__ i~ 1 ,~ 1"'., ~ FR~~ST ANDING ALUMINUM COVERS TABLE .3: SCHEDULE OF POST TO BEAM SIZE & # OF THRU BOLTS REOUIRED BEAM SIZE MINIMUM # /THRU BOLTS @ L= D + 1/2" POST SIZE 1/4" .3/8" 2"X .3"X 0,05" TILT .3"X .3"X 0.06" Scalpd 1 2"X 4"X 0.05" TILT .3"X .3"X 0.06"" 1 2"X 4"X 0.044" X 0.12" 5MB .3"X .3"X 0.06"" 2 2"X 4"X 0.044" X 0.15" 5MB 3"X .3"X 0.06"" 2 2"X 6"X 0.044" X 0,12" 5MB .3"X .3"X 0.09.3 .3 2"X 7"x 0.050" X 0.1.3" 5MB .3"X .3"X 0.09.3 .3 2"X 8"X 0.070" X 0.23" 5MB 3"X 3"X 0.125 4 2"X 9"X 0.070' x 0.2.3" 5MB .3"X .3"X 0.125 4 TABLE 4: MAX. ROOF AREA FOR ALUMINUM CARPORT/OPEN BUILDING FOR ALLOWABLE ROOF AREA USE "AREA" = S x (W/2 + O.H.) EXAMPLE: "S"= 7' , W = 12', & O.H. += 2' THUS: "AREA" = 56 SF POST TYPE MAX. ALLOWABLE ROOF AREA IN SQUARE FEET MAX. HGT. @ MAX. LOAD IN # LIVE + DEAD LOAD WIND LOADS .3"x 3"xO.040" ROLL FORM** 55#/SF 22#/SF 100 MPH 110 MPH 120 MPH 8'- 0" 7,200 1.31 .327 450 .360 .300 10'- 0" . 5,500 100 250 34.3 275 229 12' - 0" 4,700 85 213 294 2.35 196 .3"x 3"xO.060" ROLL FORM** 8' - 6" 7,500 10' - 0" 6,000 12' - 0" 5,200 3"x .3"xO.060" SCALLOPED* 11'-10" 8,640 14' - 0" 7,.330 16'- 0" 6,120 3"x 3"x 0.90" TUBE* 11'-10" 12,960 14'- 0" 11,070 16'- 0" 9,180 3"x 3"x 0,125" TUBE* 13' - .3" 13,500 14'- 0" 12000 16'- 0" 8',000 4"x 4"x 0.125" TUBE* 15' - 9" 23,280 423 1,058 1.455 18'- 0" 20,712 376 941 1,294 20' - 0" 18,430 335 8.38 1,152 * ALLOY 6063 T-6 ** ALLOY 3105 H16 1. THE SMALLER ROOF AREA OF LIVE + DEAD LOAD AND WIND LOAD SHALL GOVERN. TABLE 5: ISOLATED FOOTINGS MAXIMUM ROOF AREA IN SF FOR CARPORT POST W/ ISOLA TED FOOTING FOOTING TYPE AND SIZE FOR BELOW LISTED WIND VELOCITY UPUFT LOADS POURED CONCRETE 100 MPH 110 MPH 120 MPH l'-O"X 1'-O"X 1'-0" 29 25 21 l'-4"X l'-4"X 1'-4" 86 72 61 1'-6"X l'-6"X 2'-0" 16.3 136 116 l'-8"X l'-8"X 2'-0" 187 156 1.34 l'-8"X l'-8"X 2'-6" 275 229 196 2' -O"X 2' -O"X 2'-0" .346 288 257 2'-6"X 2'-6"X 2'-6" 46.3 386 331 PRE-CAST SLAB W/ 80# SACK-CRETE & BACKFILL OVER SLAB 1'-4"X 1'-4"X 2'-4" 117 97 136 109 95 157 133 111 236 201 167 245 218 145 341 273 236 .392 .3.33 278 589 50.3 417 614 545 .364 469 375 .325 540 458 .382 810 691 574 844 750 500 375 .300 2.35 4.32 .366 .306 648 554 459 675 600 400 1,164 1,034 922 2 2 3 .3 POST .312 250 216 360 305 255 540 461 .38.3 56.3 500 333 970 863 768 56 [1@W[{@Ui)@@ @;o m@Ui)Ui)@~~~, ~o@;o CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O. BOX 4369 S. DAYTONA, FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 @ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. -65- SECTION: ~ PAGE: S~9l F~EEST AND~NG ALUMINUM COVERS TABLE 1 : MAXIMUM SPANS FO .' '1:.1'\ . r OF /"., ALLOY." '"",'" "r,,,,, '. ....---'. 3105 H-28 WIND LOADS CARP.ORTS, SCREEN & VINYL liiiW' OTH~R OPEN BUILDINGS O.H. CONDITION NO O. H. 2 O. H. 3' O. H.: ~ 14'- 9" ~ 15'- 4" 15'-11" MPH W. L. 13'- 3" 13 - 13'-10" 14'- 6" 120 MPH W. L. 12'- 1 " 12' - 3" 12'- 8" 13'- 6" 2-1/2"x 0.028" 100 MPH W. L. 16'-11 " 17'- 1 " 17'- 5" 18'- 0" 110 MPH W. L. 15'- 2" 15'_ 3" 15'- 7" 16'- 4" 120 MPH W. L. 13'-10" 14'- 0" . 14'- 5" 15'- 1 " .2-1/2"x 0.030" 100 MPH W. L. 17'- 9" 17'-10" 18'- 2" 18'- 9" 110 MPH W. L. 15'-11 " 16'- 0" 16'- 4" 17'- 0" . 120 MPH W. L. 14'- 6" 14'- 7" 15'- 0" 15'- 8" 2-1/2"x 0.036" 100 MPH W. L_ 19'- 1 " 19'- 2" 19'- 6" 20'- 0" 110 MPH W. L. 17'- 1 " 17'- 2" 17'- 6" 18'- 0" 120 MPH W. L. 15'_ 7" 15'- 8" 16' - 1 " 16'- 8" ALL BUILDING TYPES - LIVE LOAD O.H. CON 01 TI ON NO O. H. l' O. H. 2' O. H. 3' O. H. 2-1/2"x 0.022" 20 #/SF L. L. 14'- 8" 14'-10" 15'- 3" 15'-10" (', 30 # /SF L'. L. 12'- 0" 12'~ 2" 12'- 8" 13'- 5" / 2-1/2"x 0.028" 20 #/SF L. L, 16'-10" 17'- 0" 17'- 4" 17' -11" 30 #/SF L, L, 13'- 9" 13'-11" 14'_ 4" 15'- 0" 2-1/2"x 0.030" 20 #/SF L. L. 17'- 8" 17'- 9" 18'- 1 " 18'- 8" 30 #/SF L. L. 14'- 5" 14'- 6" 14'-11" 15'- 7" 2-1/2"x 0.036" 20 #/SF L. L. 19'- 0" 19'- 1 " 19'- 5" 19'-11" 30 #/SF L. L. 15'- 6" 15'- 7" 16'- 0" 16'- 7" 1. TOTAL ROOF PANEL WIDTH = ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG. 2. THE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE LIVE LOAD T ABLE GOVERNS. [b@w[]'@Ui)@@ @:o [ID@Ui)Ui)@~~g (Po[~o CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O. BOX 4369 S. DAYTONA, FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 (', @ COPYRIGHT. 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. SECTION: 4 PAGE: 98=9 -88- f"~~1EST ANlD~N~ ALUM~NUM COVERS ~, NOTE: KNEE BRACE REQUIRED IF POST NOT SET IN CONCRETE FOOTING OR POST ARE LESS THAN 3" x 3" x 0.125" "w" FOR BEAM SIZE SEE TABLE 2 AFTER COMPUTING "A" LARGEST VALUE SIDE VIEW SINGLE OR DOUBLE BAY CARPORT !' !' !' !' PAN OR COMPOSITE PANEL ROOF !'!' 1 1 1 1 1 1 . . . . . . H - (HANNFI KNFF RRACF 7"x.Y'xO.050" KNl:.l:. BRACE. WI TH J #10 x 1/2" EACH SIDE OF BEAM U-CHANNEL ON SIDE WI TH 3 #10 x 1/2" AND KNEE BRACE INTO POST AND 3 #10 x 1/2" EACH SIDE OF KNEE BRACE CORROSION RESISTIVE WASHER HEADED SCREWS ~ BEAM PERPENDICULAR TO PAN ROOF BEAM PARALLEL TO PAN ROOF KNEE BRACE TO POST DETAIL PLATE TO BE SAME WALL THICKNESS AS BEAM PLA TE CAN BE INSIDE OR OUTSIDE BEAM OR LAP CUT BEAM SPLICE SHALL BE MIN. OF d-1/2" HEIGHT AND 2(d-1/2") IN LENGTH MIN. SCREWS PER SPLICE TOTAL I SIDE OF SPLICE 2" x 4" 4 I 2 2" x 5" 4 / 2 2" x 6" 4 II 2 2" x 7" 6 3 2" x 8" 8 / 4 2" x 9" 10 I 5 SPLICE TO BE L.OCA TED 1/4 TO 1/3 BEAM SPAN AND STAGGERED EACH SIDE OF SELF MATING BEAM 1" MAX. d=HEIGHT OF BEAM 1" MAX. DENOTES SCREW PATTERN NOT NUMBER OF SCREWS TYPICAL BEAM SPLICE DETAIL ,~ I1@W[(@[Ji)@@ 130 ~@Oi)Oi)@{H~g ~o@;o CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O. BOX 4369 S. DAYTONA, FLORIDA 32121-4368 PHONE: (904) 767-4774 FAX; (904) 767-6556 @ COPYRldHT, 1995. NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. SECTION: ~ PAGE; 2~9 -59- F~~~ST AND~NG ALUM~NUM COVERS DOUBLE CARPORT J W ~ W N " II w II -.J II m <( A2l1:W/2tO.H. I- - -1 Z " <( " 0.... (f) II :2 " <( w " m " II U -tL NOTE: FOR BEAM SPAN LENGTH "A" FOR TABLE 2 EQUALS THE LARGER OF: A=W OR A=W/2+0,H. BEAM IF REQUIRED FOR KNEE BRACING * SLOPE ~ 1/2 r 12 * SLOPE ~ 1/2 r 12 KNEE BRACE / KNEE BRACE 2"x___ "w" FOR BEAM SIZE (PAGE 6,7-10) .w. FOR BEAM SIZE TABLE 2 AFTER COMPUTING "A" LARGEST VALUE END VIEW DOUBLE CARPORT (GABLED) * MINIMUM SLOPE SHALL BE 1/2" PER 12" EXCEPT FOR 0.026" PANS FOR WHICH THE SLOPE SHALL BE 3/4" PER 12" FOR SPANS EXCEEDING 12'-0" END VIEW SINGLE CARPORT NOTE: KNEE BRACES ARE ~~EQUIRED IF POST IS NOT SET IN CONCRETE FOOTING OR POST ARE LESS THAN 3"x3"xO.125" [1@W[f'@(f[)@@ ~o 11k~(f[)(f[)@UUg ~o@;o CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O. BOX 4369 S. DAYTONA, FLORIDA 32121-';368 PHONE: (904) 767-4774 FAX: (904) 767-6556 .r--", @ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. SECTION: ~ PAGE: ~=9 -58- . ~~fEfEsr AND~NJG ALUM~NJUM COVfERS n TABLE 2: MAX. ROOF BEAM SPANS FOR CARPORTS, SCREEN & VI N YL ROOMS AND OTHER OPEN STRUCTURES W/ SOLID ROOFS 6063 T-6 ALLOY EXAMPLE: FOR SPAN "L" ON DRAWING USE LOAD WIDTH = "W"/2 -I- O.H. 2"x 4"x 0.050" TILT BEAM: LOAD WIDTH = 14'/2 + 2'O.H. = g' LOAD WITH = g'. L.L. @ 22#/SF BEAM SPAN = 7'- 3" BEAM SIZE BEAM SPAN FOR DESIGNATED LOADS BEAM LIVE LOAD WIND LOAD LOAD WIDTH 22#/SF 32#/SF 100 MPH 110 MPH 120 MPH 2"x 3"xO.OSO" TILT BEAM OR 2"x 3"xO.OSO" EXTRUSION 5' 8'- 1 " 6'- 7" g'- 0" 8'- 1 " 7'- 5" 6' 7'- 4" 6'- 0" 8'- 3" 7'- 4" 6'- g" 7' 6'-10" 5'- 6" 7'- 6" 6'-10" 6'- 3" 8' 6'- 5" 5'- 2" , 7'- 2" 6'- 5" 5'-10" g' 6'- 0" 4'-11" 6'- g" 6'- 0" 5'- 6" 1 0' 5'- 8" 4'- 8" 6'- 5" 5'- 8" 5'- 2" 11' S'- S" 4'- S" 6'- 1" S'- S" S'- 0" 12' S'- 2" 4'- 3" S'-10" S'- 2" 4'- g" 2"x 4"x O.OSO"x TILT BEAM 5' g'- g" 8'- 0" 1 0' -11" g'- 9" 8' -11" 6' 8'-11" 7'- 3" 10'- 0" 8' -11" 8'- 1" 7' 8'- 3" 6'- g" g'- 3" 8'- 3" 7'- 6" 8' 7'- g" 6'- 3" 8'- 8" 7'- g" 7'- 0" g' EXAMPLE 7'- 3" 5'-11" 8'- 1" 7'- 3" 6'- 8" 10' 6'-11" 5'- 7" 7'- g" 6' -11" 6'- 3" 11' 6'- 7" 5'- 4" 7'- 4" 6'- 7" 6'- 0" I""""'\- 12' 6'- 3" 5'- a" 7'- a" 6'- 3" 5'- g" 2"x 4"x 0.044"x 0.120" S.M.B. 5' 12'-10" 10'- 5" 14'- 4" 12'-10" 11'- 3" 6' 11'- 8" g'- 6" 13'- 1 " 11 '- 8" 10'- 8" 7' 10'-10" 8'-10" 12'- 1 " 10'-10" g' -11" 8' 10'- 1 " 8'- 3" 11'- 4" 10'- 1 " g'- 3" g' g'- 6" 7'- g" 10'- 8" g'- 6" 8'- 8" 10' g'- 1 " 7'- 5" 10'- 1 " g'- 1 " 8'- 3" 11' 8'- 8" 7'- 0" g'- 8" 8'- 8" 6'-10" 12' 8'- 3" 6'- g" g'- 3" 8'- 3" 7'- 6" 2"x ~"x O.OSO"x 0.120" S.M.B. 5' lS'- 2" 12'- 4" 16'-11" 15'- 2" .13'-10" 6' 13'-10" 11'- 3" 15'- 6" 13'-10" 12'- 8" 7' 12'-10" 10'- 5" 14'- 4" 12'-10" 11' - 8" 8' 12'- 0" g'- g" 13'- 5" 12'- 0" 10' -11" g' 11' - 3" g'- 2" 12'- 8" 11' - 3" 10'- 4" 10' 10'- 8" S'- g" 12'- 0" 10'- S" g'- g" ( 11' 10'- 3" 8'- 4" 11'- 5" 10'- 3" g'- 4" 12' g'- g" 8'- 8" 1 0'-11" g'- 9" 8' -11" ~ [1@WO'@CiiJ@@ @;o @@CiiJCiiJ@1J1Jg ~)O@;O CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O. BOX 4369 S. DAYTONA, FLORIDA 32121- 4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 @ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E SECTION: ~ PAGE: ~~9 I i I i I I I'ili ':~,..,,~::,,~ -63- f'lRIEEST ANDING ALUMINUM COVERS NOTE: FREESTANDING CARPORT POST TO FOUNDATION AND CONNECTIONS OTHER THAN POST SET IN CONC. REQUIRE POST TO BEAM CORNER BRACING TO ACHIEVE STRUCTURAL STABILITY / TOP OF GRADE f" v C"J 3"x3" FLUTED POST WRAPPED W/ FELT PAPER 3/8';x3 1/2" BOLT 80 LB. 2500 PSI CONCRETE PRE -MIX 3"x3" BASE - .----- C"J ""-.. . . . J 16" ~ ALUMINUM CONVENTIONAL CONSTRUCTION PORCH POST CONNECTION o I I) LJ- J l0> L ISOLATED FOOTING 3"d" POST TURN BOLTED TO ANCHOR RISER 2 3/4"x2 3/4"x2 1/2" LONG x 1/8" TUBING WELDED CONNECTION 1/4" TAPCON x 1 1/2" POST IN CONCRETE W/ #4 DIA. BAR 12" LONG f'" ,I 12"x12"x1 /4" PLATE 3 1/2" CONC. SLAB BASE ANCHOR CONNECTOR FOR POST TO SLAB CONNECTION ~ POURED CONCRETE REFER TO TABLE 5 NOTE: NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION 2'-0" MIN. MIN. 2500 PSI CONC. W/ BEFORE SLOPE 6x6-1 Ox1 0 W. W. MESH OR ,,' 1 t FIBER MESH TYPICAL 1 #5 BAR CONT. 31/2"-- NOTE: FIBER MESH CONCRETE DOES NOT REQUIRE WIRE MESH FLA T SLOPE / NO FOOTING o - 2"/12" SLAB "8" MODERA TE SLOPE FOOTING STEEP SLOPE FOOTING 2"/12" - 1'-10' > 1'-10' DETAILS ADDRESSING EROSION [1@W[]'@[]U@@ @:o @@[]U[]U@i1i1g a~o@:o CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O. BOX 4369 S. DAYTONA, FLORIDA 32121--4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 r---- @ COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. SECTION: ~ PAGE: 3=9 -60- \. , <) M 1 r , ~ I 1- i I :1 ~ . wI' I ~',i , ") I .J~ "~'i . ~ : "" u I ~"';t I ~ I 'eo. I I L- _l _I [~---~! ~ :~] 'It :, .. . . H" , : ~ I J.I '.~ . . t, , . 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