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Home My WebLink About96-5898 'fI~ 3,;)' I ~ BUILDING PERMIT 0 -- ~ CITY OF ZEPHYRHILLS permitN. .,. 5,~98.@ (813) 788.6611 Date ~.. 3 - 9'6 '. ELECIBlC.'\l < P~Il\JG ~ Sewer Conn Water Conn: Property Owner: Job Address: Parcell.D. # /.2.. -d. /4 -.::;L/ - 00/ r Zoning: Energy Code: 1 Radon Gas: Deso';Ollon of WD<k /!3 ' Ii -:t 7' (-7~-C -r- / 4. ~3D ' Water Meter: T,I.F.'s: (( ~A../J- NO OCCUPANCY BEFORE C.O. FINAL C.O. Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. Valuation or J, ,~ Contract Price 7r \. -g. rpi)' . Permit Fee Signature Compan Address Telephone# Inspector City License Registration # ~ a~:nse~--- BUILDING ELECT~ / 7f1ca - ~.s 76 Tp. Serv. Rough In Meter Can Const. Pole Pool Pre-Meter Final PLUM~G / Ftr. ~ Pre SLB ~Vd~ Lintel FRM. Insul. CL WL SLB Tub Set Water Sewer Final Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($15.001 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. APPLICATION FOR PERKIT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT OWNER' S N~~E' If l, + J urtd-h A, t:?~ 'f-OO-! d S PHONE t;< ( 3 - 7~ a - 2 37 ~ OWNER'S ADDRESS 5~o~ c9D+lt ~+ree 1- JOB ADDRESS 5 f\ r>1 e... LEGAL DESCRIPTION: LOT(S) L BLOCK I SUBDIVISION7inert-e~t- PARCEL I.D.'I;{- 2~-~/ - Obit> - DO 100 - 0002.0 (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPOSED:____New COnstruction ____Addition ____Alteration ____Repair ____Install Si . ---- go --..Jtove ____Demolish PROPOSED USE: ____Single Fu.ily ____"'F ____, of Units ____M/H ____eo..ercial ____Indust. ____Swim. Pool ___Other ____Restaurant & Health Department Approval DESCRIPnDN OF IiORK: I~ )'.:17 (?~-C-"Y-I;l )l. 3/,) ~1h/l.- BUILDING SIZE: .1:2 ~, Square Feet. Height 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. ~BUILDING ____ELECTRICAL ____MECHANIcAL PERMITS REOUESTED I) ,.7 4. - .- $ 6/ I !j. ()O Valuation of Total Construction AHP Service F lorhla Power Corp. W.R.E.C. $ Valuation of Mechanical Installation ____PLUKBING GAS ROOFING SPECIALTY TYPE OF CONSTRUCTION: ____Block ____Fraae ____Steel Other FINISHED FLOOR ELEVATIONS: FT. IS PROJECT IN FLOOD ZONE AREA? ******.*.......................*.......... YES NO BUILDER Signature'~~ ELECTRICIAN CONTRACTOR :;E4 ) COMPANY "GJ-7~..vl tJ ~.J State Gert. or EeEist. . . ~ City License Registration . ..** *...***.............*...........*.... Sianature COMPANY State Cert. or Regist. f City License Registration , ......................................*... PLUMBER COMPANY State Cert. or Regist. , City License Registration , .................*..*.**.*...*..........*. Signature KECHANICAL COMPANY State Cert. or Regist. f City License Registration , .....*......*......*........*.......****** Signature OTHRR COMPANY State Cert. or Regist. f City License Registration I ..*.........*....*..............*.*.*..... Signature APPLICATION APPROVED BY PERMIT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this perJit lay be subject to "deed restrictions" wbich lay be lOre restrictive than City regulations. Tbe undersigned assUJes responsibility for cOlpliance witb any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has bired a contractor or contractors to undertake work, they lay be required to be licensed in accordance witb state and local regulations. If the contractor is not licensed as required by law, botb the owner and contractor laY be cited for a lisdeJeanor violation under state law. If tbe owner or intended contractor are uncertain as to what licensing requireJents lay apply for tbe intended work, they are advised to contact the City of Zepbyrhills Building DepartJent, (813) 788-6611. FurtherlOre, if tbe owner has bired a contractor or contractors, be 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 sign as the contractor, you are indicating tbat you, rather tban the contractor, are responsible for the work. If the contractor wishes you to sign as contractor that laY be an indication tbat he is not properly licensed and is not entitled to perlitting privileges in tbe City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. ~ONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided witb a copy of "Florida's Construction Lien Law - HOIeOIDer's Protection Guide" prepared by the Florida DepartJent of Agriculture and ConsUJer Affairs. If the applicant is sOleone other than the "owner", I certify that I have obtained a copy of the above described docUlent and prOlise in good faith to deliver it to the "owner" prior to couenceJent. E. CONTRACTOR'SjOWNER'S AFFIDAVIT I certify that all the inforaation in this application is accurate and that all work will be done in cOlpliance witb all applicable laws regulating construction, zoning, and land developlent. Application is hereby lade to obtain a perlit to do work and installation as indicated. I certify that no work or installation hascOllenced prior to issuance of a perlit and that all work will be perforJed to leet standards of all laws regulating construction, City codes, zoning regulations, and land developlent regulations in the jurisdiction. I also certify that I understand tbat the regulations of other governJental agencies laY apply to the intended work, and that it is IY responsibility to identify wbat actions I lust take to be in cOlpliance. Sucb agencies include but are not liJited to: * DepartJent of BnviroDJental Regulation - Cypress Baybeads, Wetland Areas and BnviroDlentally Sensitive Lands, Water/Wastewater TreatJent t Soutbwest Florida Water ManageJent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses * ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways * DepartJent of Health' Rehabilitative Services, EnviroDlental Health Unit - Wells, Wastewater TreatJent, Septic Tanks t US EnviroDJental Protection Agency - Asbestos abateJent I also certify tbat, if fill laterial is to be used in Flood Zone "A" or "A,etc.", it is understood that a drainage plan addressing a "cOlpensating volUle" will be sublitted whicb 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 perJit issued sball beCOle invalid unless the work authorized by such perlit is cOJJenced within six IOntbs of issuance, or if work authorized by the perlit is suspended or abandoned for a period of six IOnths after tbe tile the work is cOllenced. One 90 day 81tension of tile, JaY be allowed for tbe perlit with fee charge of $15.00. Tbe extension shall be requested in writing to the Building Official. An approved inspection lUst be logged during each six IOntb period, or the project will be considered abandoned. WARNING TO OWNBR: YOUR FAILURE TO RBCORD A NOTICE OF COMMBNCBHlNT 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 MOTlCE OF COHHElfCKHENT. JOBS UNDER $2,500 IN VALUE DO NOT NEED TO RECORD AlfD POST A "NOTICB OF COHHIlfCKHEIn'". SIGlfATURI: OWNER OR AGEIn' SIGNATURE: CONTRACTOR STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me this , 19~ by STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me this , 19_____ by who is personally known to me or who has produced as identification and who did/did not take an oath. who is personally known to me or who has produced as identification and who did/did not take an oath. (Signature) (Signature) (Name Typed, Printed or Stamped) NOTARY PUBLIC (Name Typed, Printed or Stamped) NOTARY PUBLIC CITY OF ZEPHYRHILLS BUILDING DEPARTMENT OWNER JOB LOCATION PARCEL I.D. # SHOW ALL EXISTING &: PROPOSED STRUCTURE? ~IVING DIMENSIONS &: SETBACKS. I ~ ALLEYWAY ACCESS FOR GARAGE OR CARPORT - 15 FOOT SETBACK REQUIRED. / ~. I I i ( j-d , - I iJl ~ -- !'- , \ STREET "28 .M. Sf- ~ ~ R~ ;' ~ ~. !2 UTILITY BUILDINGS MUST SHOW SIZE & FOUNDATION INFOR- MATION. ( T PROPERTY LINE (NOTE EXAMPLES 1 & 2) 1. SETBACKS FOR R1, R2 ZONING 60' 10' P E- R X 0 I 10' P S 10' 0 T 6 I E N D G 20' 2. SETBACKS FOR R3 ZONING 60' 1 0' 10' 10' EXISTING 10' PROPOSED 20'SGL FAM 30'DUPLEX 1 0' FRONT PROPERTY LINE FRONT PROPERTY LINE ATTACHED ALUMINUM COVERS DO NO' HI OCK '"11 I XII W1~mOW ~_-:::::=::-:-:-_~~.._----.--:-: /' OVf:RHANG VARIFS U 1111 ,y SHI D 'v/ , lu n:: 2" x u_ FRONT WALL BEAM ::> , / snrcI 'L' FROM I ABLE 2 0 ::> p:: USE 'L' = W /2 + O,H, (/) >- (/) 0 I "w" VAf~IES <.:> 7. I (/) X 1 1,/ If) o3"xo3" FL.U fED POSI MAX, HGT. / 17'- 0" fOR 170 MPH VELOCITY J w / 1 rY / Sri TAIll.E <( > SINGLE CARPORT LAWRENt:E E. BENNKrr, It.E. CIVIL EN<lINrlER " DEVEI.OPMENT CONSUlIANT P. 0, BOX 4368 SOUTH DAYTONA, FL 32121 PtlONE 1 (004) 767.4774 FAX' 1 (004) 767-6556 C COPYRIGHT, 1996 NOT TO BE REPFlOOUCED IN WHOLE OR IN FJ\RT WITHOU r WRITT EN PERMISSION FROM LAWHENCE E, BENNETT, P.E, 3 39 ", ATTACHED ALUMINUM COVERS ," x I X illUSION PI R TAIII F ANCHOR ," x 2" xO,044" PLA TF TO CONCRETE WITH '/4" x 2-1/2" CONCH. It ANCHORS WITHIN 6" OF tACH SlDt OF EACH POST AT 24" O,C, MAX, OR THROUGH ANGLE AT 24" O,C, MAX, MIN. -,.. 1/2" SLAB 2500 PSI CONe, 6x6 1Ox1O W,W,M, OR FIIJIR MESH r-- '---,---- -..-~ / L 1_ -.- -rr-l----J ~..~~.... [ ~l/------- --If- UL~ /,\-]f__~-'--^lll=--f ,------. ---..-.. . ./ "'- -_4 ~!___----/ (3) 610 x I" 5,M,S, INlO SCREW SLOTS I" x 2" EXTRUSION 1-1/8" MIN, IN CONCRETE VM'OR BARRIE,R UNDER CONCRETE POST TO BASE AND POST TO BEAM DETAIL ,)" x 2" OR 2" x 3" OR 2" S.M,B, POST Z" ~ ANCHOR I" x 2" x 0,044" PLATE 10 C(mCRE. Tr WITH 1/4" x 2-1/2" CONCRE IE. ANCHORS WITHIN 6" OF EACH SIDE or EACH POST AT 24" O,C, MAX, OR THROUGH ANGI E AT 24" O,C, MAX. MIN .1-1/2" SLAfl 2500 PSI CONe. 6x6 lOx1O W,W,M, OR FIBER MESH I m"-. ""'111 l I '/U." ~p~ 2" x 2" x I/B" ANGLE EACH SIDE ATTACH TO POST AND CONCRETE AT LOAD BEARING WALL WITH (2) 110 x 1/2" S.M.S EACH SIDE I" x 2" EXTRUSION ~-:...:--:? 1- 1 /8" MIN IN CONCRETE ".. --- ~ --_/VAPOR BARRllR AL TERNA TE POST TO TO BASE AND POST TO BEAM DETAIL LAWRENCE E. BENNETT, P.E. CIVIL ENGINEER .t DEVELOPMENT CONSUlTANT P. 0, BOX 4368 SOUTH DAYTONA, FL 32121 PHONE 1 (904) 767-4774 FAX" 1 (904) 767-6556 C COPYRIGHT, 1996 NOT TO BE REPRODUCED IN WHOLE OR IN f1I\RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E, BENNETT, P.E, 3 41 .:,.'\) '\<~>-? ~ <::)0' ~~\~~ "'--\~~~ ~~<Q ~ '\,J (J ,:)~" 'J.~, ' ATTACHED ALUMINUM COVERS 9~-u . - I I.. 400; I , .. , "C~~~~_7 U CLIP ~ EXTERNAL RECEIVING CHANNEL ,..1', I-- I '.J J 1-1/2"' 1-1/2", O,OIIJ ANGLES I / , !,.~ , '\:.. ;'iI' ~...:- .~ l: 7-- ',.. ~li .'~ --'-~--,_/ '. -"--.--./ EXTERNAL ANGLE CLIPS OR INTERNAL ANGLE CLIPS ALUMINUM TUBE COLUMN EXTRUDED ALUMINUM BASE ------------ .' lot - STAINLESS STEEL THRU-BOL T PER SCHEUULE CONCRETE ANCHORS PER SCHEDULE -t.---- ... ~ ..7 . .. . '------------./ CONCRETE SLAB OR roOTING TUBE COLUMN BASE SCHEMATIC INTERNAL BASE LAWRJ<:NC": E. BENNETT, P.E. CIVil. F.NOINEER " IIIWm,OPMENT CONSUlTANT p. 0, BOX 4368 SOUTH DAYTONA, Fl32121 rHONE 1 (llO4) 767.4774 FAX' 1 (904) 767-6556 C COPYflIGHT, 1996 NOT TO ElE REPRODUCED IN WHOLE OR IN Il\RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E, 3 42 ,) ....v " \,' ," -\\\.) , \.'\" '-J .. ,,"':".. ~:~~ \'0~ ~~~~ )~~ i R'}\:) ~ ;,~ .r;;:':.~~,'. ATTACHED ALUMINUM COVERS (2) 1-1/2" x 1-1/2" x "t" ANGLE, i OH (1) U CHANNU x "\" ~ (1) HAT CHANNEL x "t" ..., N .../ TOP OF GRADE ,- .f'x.'"POSTSll 'AllIL "t" IS THICKNESS OF REQUIRED POST ,.-/ 3/B" x 3- 1 /2" BOL T / BO LS, 2500 PSI CONCRETE PRE -MIX <I . . . <I . . <I 3"xJ" BASE . N '"', I ..., 16" ALUMINUM CONVENTIONAL CONSTRUCTION PORCH- POST CONNECTION 1 () j / 3" x 3" POST TURN BOlTED TO ANCHOR RISER ,~ 2-3/4" x 2--3/4" x 2-1/2" POST IN CONCRETE w/ '4 e BAR / LONG x 1/8" TUBING 12" LONG ~- - pOURrn CONCRETE ~ - L WEl.DfD CONNEC liON REFER TO TABLE 5 ~7 -- ~~4" lAI'CON. 1 1/2" ------==-'~~:.~~, ,::_~~ - -. -J- ~~ ,~ -.. ~ 12" x 12" x 1/4" PLAIE 3-1/2" CONe. SLAIl I I ISOLA TED FOOTING 2' -- 0" MIN, BFTORF SLOPE r --1 , - L4-=- -- / -:E: -FIBER MESH CONCRETE DOES NOT REQUIRE WIRE MESH BASE ANCHOR CONNECTOR FOR POST TO SLAB CONNECTION NOlL If DCAL BUILDING DEPARIMENT HAS A MINIMUM ['OOIlNG SPEClrLCA liON, THA 1 MINIMUM SHALL SUPERCEDE THESE PLANS, FLA T SLOPE / NO FOOIlNe; o - 2"/12" NOIE: NO FOOliNG [XUPI WlllN ADORLSSING UW~;ION MIN. 2500 PSI. CONCR[ IE W/ 6 x &- 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE (1) 15 BAR CONl. (1) '4 BAR CONT --~. ~ J 1 ;. \\ - .l 8" ,-<' STEEP SLOPE FOOllNG( ,'\' > 1'-10" ~', (.... - \"..- ,,'~\. ,-<. V '~S' <;)\ '\ r \) "< C::;-o SLAB DETAILS ADDRESSING EROSI,O~-\'V()\\ ~ ',' . :.,~. - --~-- "" J B" 1 MaDERA IE SLOpf FOOTING 2"/12" - 1'-10" . /'rY~ LAWRF.NCI<: E. BR~NinT, .'.E. CIVIL ENClINEER '" DEVELOPMENT CONSUll-ANT PO. BOX 4368 SOUTH DAYTONA, FL 32121 PHONE 1 (904) 767-4774 FAX' 1 (904) 767-6556 o COPYRIGHT, 1996 . NOT TO BE REPRODUCED IN WHOLE OR IN flIl.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E, BENNETT. PE, o 43 ATTACHED ALUMINUM COVERS -__---"llU ~/ ~~ / /~ --' -~--~~l-" ---~- -'-1 ~,- - - '.. SEAlANT j" IlLAO[f~ EX l/WSION IA x 9/16" HK SI'ACIO AI 8" O,C, 80TH SIOI S SfALANI 110 x 1-1/'}" S,M.s. OR WOOD WOOD SCHEW (1) 1'1" "Ar 11 R 0" muss TAIL rXISTlNG TRUSS OR RAI HR H1U X j/4" S,M~; OI~ WOOf) SCHI W SPAer IJ AT 1 '}" O,C j" "OOf PAN I I fXIS1ING I ASl.IA ---- S F.ALAN T 3" HEADER EXTRUSION #B x 9/16" l/,K SPACLO AT 8" O,C, BOlH SIDES SEALANT FOR MASONRY USE 1/4" x 1-1/4" IAPCON ANC(IO!l OR EQUAL SPACED AT 24" O,C, FOR WOOD USE (/10 x 1-1/')" 5,1.1, S, Ofl WOOIJ SCI\I WS ;., I 17" O,C .r fWOf PANII E XIS liNG HDS I S TRue IImf WOOD FIlAML, MASONRY OR o IHER CONS TRue liON J --j,._, ~- -.-.. . ' ROOF PANEL TO FASCIA DETAIL ROOF PANEL TO WALL DETAIL NOlES: WOOD STRUCTURES SHOULD CONNECT ro TRUSS BUTlS OR IHE' SUR-FASCIA FRAMING Wl-TERE POSSIBLE ONLY 15% or SCREWS CAN BE OUTSIDE THE TRUSS BUTTS / SUB-fASCIA AND THOSE AREAS SHALL HAVE baUBLE ANCHORS, ALL SCREWS INto ml HOST STRUCTURE SHALL HAVE MIN, 1-1/4" WASHERS OR SHAL.L BE WASltrR H[ADfI) SCREWS Host STRUCTURE OR FASCIA AND SUB-FASCIA CONNECllON REQUIREMENTS LOAD CONDITIONS GLASS ROOMS WIND VELOCITY LOADS DEAD + LIVE LOADS HOST STRUCTURE 102 MPH 110 MPH 120 MPH 22i1/SF 32 ii/SF 57i1/SF 1. CONCf~E1E 1/4"x1-1/H" C()Ncr~LI~_ SCI~LWS @ 12" 0,(;,-------->(2) @ l' O.C, 2. WOOD FRAME 1/4"x2" LAG SCf~[WS @ 6" 0.C.------------,--,->(2) @ 1" O,C, SCREEN, VINYL, AND CARPORTS HOST STRUCTtJRE 102 MPH 110 MPH 120 MPH 1. CONCRETE 1/4"x1--1/H" C()NCr~FTr SCRrWS 2. WOOD FRAME 1/4"x7" l A(; SCREWS @ 17" 22 ii/SF 32 ii/SF 57i1/SF @ 1~" O.C, - ----->7 @ I' O.C. 0.<:,------- --->7 @ l' O.C, SPLICE 10 BE L.OeA rm 1/4 Hl 1/3 BlAM SPAN AND ST AGGERED EACH SIDE OF SELF MA liNG BEAM -l- t d-,!'>O" d-,~;O", 1" MAll + I- + + + + -:;- -:;-l1 i- -, I DENOTES SCI f W PA T fERN I ~ Z. NOl NUMBER OF SCREWS I ~ J "u ++l-+++++JL+ j ," MAX, d = HEIGHT OF BEAM BEAM SPUCE SHALL. BE MIN, OF d-.50" HEIGHT AND 2 (d- ,50") IN L.ENGTH MIN, SCREWS PER SPUCE TOTAL / SIDE OF SPUCE 2" x 4" 4/2 2" x 5" 4/2 2" x 6 4/2 2" x 7" 6/3 2" x 6" 8/4 2" x 9" 10/5 PLA TE 10 BE SAME WALL. THICKNESS AS BEAM PL.A TE CAN BE INSIDE OR OUTSIDE BEAM OR LAP CUT ,\) TYPICAL BEAM SPLICE DETAIL /_'(, ,0' , , f.:.'v '\ \\ ,\~~~., X, '0 ~ \:j "'0 :--.<1~~ \:.1~' .".. LAWRENCE E. BENNETT"IJ.E. CIVIL ENGINEER & DEVELOPMENT CONsUIiANT P. 0, BOX ..368 SOUTH D.\YTONA, FL 32121 PHONE 1 (oo..) 767-..n4 FAX /I 1 (004) 767-6556 ^ o COPYRIGHT, 1996 NOT TO BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. 44 ATTACHED ALUMINUM COVERS SCHEDULE OF ALLOWABLE LOADS/MAX ROOF AREA FOR ANCHORS ANCHORS INTO WOOD FOR OPEF\~ BUILDINGS ALLOWABLE LOAD/Max LOAD AREA(SF) @ 120 MPH WIND LOAD # ANCHORS 1 2 3 4 Dia. ANCHOR x EMBEDMENT 1/4"x 1" 264#/11-SF 1/4"x 1-1/2" 3961#/16-SF 1/4"x 2-1/2" 6601#/27-SF 5/16"x 1" 312#/13-SF 5/16"x 1-1/2" 468#/19-SF 5/16"x 2-1/2" 780#/32-SF J}/8"x 1" 356#/15-SF 7# .. ~ ,~" 5341#/22-SF ~ 2-1/2" 890#/37-SF 528#/22-SF 792#/33-SF 1,320#/55-SF 624#/26-SF 936#/38-SF 1,560#/64-SF 712#/30-SF 1,068'/44-SF 1,780#/74-SF 7921#/33-SF 1,1881#/49-SF 1,980#/82-SF 936#/ 39-SF 1 ,404#/ 59-SF 2,340#/ 97-SF 1 ,068#/ 44-SF 1,602#/ 66-SF 2,670#/111-SF 1 ,056#/ 44-SF 1 ,584#/ 66-SF 2,640#/109-SF 1 ,248#/ 52-SF 1 ,872#/ 78-SF 3,120##/130-SF 1 ,424##/ 59-SF 2,136#/ 89-SF 3,560#/148-SF ANCHORS INTO CONCRETE FOR OPEN BUILDINGS ALLOWABLE LOAD/Max LOAD AREA(SF) @ 120 MPH WIND LOAD # ANCHORS 1 2 3 4 Dia. ANCHOR x EMBEDMENT 1/4"x 1-1/2" 757#/31-SF 3/8"x 1-1/2" 1 ,057#/44-SF 1/2"x 2-1/4" 1 ,4431#/60-SF 1 ,514#/63-SF 2,271 #/ 95-SF 2,114'/88-SF 3,171 #/132-SF 2,886#/120-SF 4,329#/180-SF 3,028#/126-SF 4,228#/176-SF 5,772##/240-SF THROUGH BOLTS POST TO BEAM FOR OPEN BUILDINGS ALLOWABLE LOAD/Max LOAD AREA(SF) @ 120 MPH WIND LOAD # THROUGH BOLTS 1 2 3 Dia. ANCHOR x(LENGTH = POST THICKNESS + 1/2") 1/4"x t+1/2" 2,356#/98-SF 4,712#/196-SF 7,068#/294-SF 3/8"x, t+ 1/2" 5,300#/221-SF 10,600#/442-SF 1/2"x t+ 1/2" 9,426#/393-SF LAWRENCE E. BENNETT, P,E. CIVIL ENGINEER &: DEVELOPMENT CONSUlTANT P. 0, BOX 4368 SOUTH DAYTONA. Fl 32121 PHONE 1 (904) 767-4774 FAX /I 1 (904) 767-6556 C COPYRIGHT, 1900 NOT ro BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRIITEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. I 3 45 ,.. ATTACHED ALUMINUM COVERS TABLE 1 MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS OF 3105 H-14 OR H-25 ALLOY CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUILDINGS NO O. H. l' O. H. 2' O. H. 3' O. H. WIND LOADS: O.H. CONDITION 1-1/4"x 0.026" 100 MPH W. L. 110 MPH W. L. 120 MPH W. L. 1-1/4"x 0.032" 100 MPH W. L. 110 MPH W. L. 120 MPH W. L. 1-314"x 0.026" 100 MPH W. L. 110 MPH W. L. 120 MPH W. L. 1-314"x 0.032" 100 MPH W. L. 110 MPH W. L. 120 MPH W. L. 3"x 0.026" 100 MPH W. L. 110 MPH W. L. 120 MPH W. L. 3"x 0.032" 1 00 MPH W. L. 13'-2" 110 MPH W. L. 12'-0. 120 MPH W. L. 11'-0. LIVE LOAD: ALL BUILDING TYPES O.H. CONDITION NO O. H. 1-1/4"x 0.026" 20 II/SF L. L. 30 II/Sf:; L. L. 1-1/4"x 0.032" 20 II/SF L. L. 30 II/SF L. L. 1-314"x 0.026" 20 If/SF L. L. 30 If/SF l. l. 1-314"x 0.032" 20 If/SF L. L. 30 II/SF L. l. 3"x 0.026" 20 if/SF L. l. 30 II/SF L. L. 3"x 0.032" 20 II/SF L. L. 30 II/SF L. L. 7'-2" 6'-5. 5'-10. 8'-5" 7'-6" 6'-10" 7'-5" 6'-8" 6'-1" 8'-9" 7'-10" 7'-1. 11'-5" 10'-3. 9'-6" 7'-0" 5'-9. 8'-3" 6'-9" 7'-4" 6'-0. 8'-7. 7'-0" 11'-10" 9'-4" 13'-4" 10'-6" 7'-S. 8'-2" 6'-8" 7'-6" 6'-2. 7'-1" 8'-8" 9'-3" 7'-g" 8'-6" 7'-1" "1'-11" 7'-7" 8'-S" 6'-11. 7'-g" 6'-4" 7'-3. g'-O" 9'-7" 8'-1" 8'-9" 7'-S" 8'-2. 11'-6" 11'-9" 10'-S" 10'-9" 9'-8" 10'-1. 13'-4" 13'-7" 12'-1" 12'-5" 11'-1" 11'-5. 1'O.H. 2'O.H. 7'-3. 8'-1" 6'-1" 7'-0" 8'-6" 9'-2" 7'-0. 7'-10" 7'-7" 8'-4. 6'-4. 7'-11" 8'-10" 9'-6" 7'-4" 8'-1" 12'-0" 12'-5" 9'-6" 9'-11" 13'-6" 13'-11. 10'-8" 11'-1" 12'-3" 11'-4" 10'-7" 14'-0" 12'-10" 11'-10" 3'O.H. 13'-2" 10'-8" 14'-8" 11'-10" " 1. TOTAL ROOF PANEL WIDTH = ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG. 2. THE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE L.L. TABLE GOVERNS. LAWRENCE E. BENNETT, P.E, CIVIl. ENGlNFliR &: DEVELOPMENT CONSUl1'ANT P. 0, BOX 4368 SOUTH DAYTONA, Fl 32121 Pf<<:lNE 1 (004) 767.4774 FAX II 1 (904) 767.6556 3 C COPYRIGHT, 1996 NOT TO BE REPRODUCED IN WHOLE OR IN FJl.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. 46 , ',\~('. \~\..~.S'V '\\\.' S " \) ",\10 .~.\' y,~ .. t-,\i'J ~ \)\, l ,,\.... . Z~."". :~. AnACHED ALUMINUM COVERS TABLE 1 MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS OF 3105 H-28 ALLOY WIND LOADS: CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUILDINGS O.H. CONDITION NO O.H. 1'0. H. 2' O. H. 3' O. H. 3"x 0.026" 100 MPH W. L. 15'-11" 16'-1" 16'--5" 17' -0" 110 MPH W. L. 14'-3" 14'-5" 14'-10" 15'-6" 120 MI?H W. L. 13'-0" 13'-2" 13'-7" 14'-4" 3"x 0.032" 100 MPH W. L. 18'-10" 18'-11" 19'-3" 19'-9" 110 MPH W. L. 16'-10" 16'-11" 17'-4" 17'-11" 120 MPH W. L. 15'-4" 15'-6" 15'-11" 16'-6" LIVE LOAD; ALL BUILDING TYPES O.H. CONDITION NO O. H. l' O. H. 2' O. H. 3' O. H. 3"x 0.026" 20 #/SF L. L. 16'-1" 16'-2" 16'-7" 17' -2" 30 #/SF L. L. 13'-1" 13'-3" 13'-8" 14'-5" 3"x 0.032" 20 #/SF L. L. 18'-4" 18'-5" 18'-9" 19'-3" 30 #/SF L. L. 14'-11" 15'-1" 15'-6" 16'-1" 1. TOTAL ROOPPANEL WIDTH = ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG. 2. THE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE LL TABLE GOVERNS. ',\,' LAWRENCE E. nl<:NNETT;.1'.E. CIVIL ENGINEER .\ DEVELOPMENT col~SU1TANT p, 0, BOX 4368 SOUTH DAYTONA, FL 32121 PHONE 1 (904) 767-4774 FAX 1/ 1 (904) 767-6556 o COPYRIGHT, 1996 NOT TO BE REPRODUCED IN WHULE OR IN ~HIWIlHUU' WRITTEN PERMISSION FROM LAWRENCE E, BENNETT, P.E. 3 47 ATTACHED ALUMINUM COVERS MAX. ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL ROOMS AND OTHER OPEN STRUCTURES WI SOLID ROOFS 6063 T-6 ALLOY EXAMPLE: FOR SPAN "L" ON DRAWING USE LOAD WIDTH = "W"/2 + O.H. 2"x 4"x 0.050" TILT BEAM: LOAD WIDTH = 14'/2 + 2'O.H. = 9' LOAD WITH = 9'; 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 2"x 3"xO.050"TILT BEAM OR 2"x 3"xO.050"EXTRU810N 5 '8'-1" 6'-7" g'-O" 6 '7'-4" 6'-0" 8'-3" 7' 6'-10" 5'-6- 1'-6" S 6'-5" 5'-2" 1'-2" g' 6'-0" 4'-11" 6'-9" 10' 5'-8" 4'-8- 6'-5" 11' 5'-5" 4'-5" 6'-1" 12' 5'-2" 4'-3" 5'-10" TABLE 2 2" " " 5' g'-g" 6' 8'-11" 7' S'-3" 8' T-9" EXAMPLE g' 1'-3" 10' 6'-11" 11' 6'-7" 12' 6'-3" 2"x 4"x O.044"x 0.120" 8.M.B. 5' 12'-10- 6' 11'-8" l' 10'-10" 8' 10'-1" g' 9'-6" 10' 9'-1" 11' 8'-8- 12' 8'-3" 2"x 5"x O.050"x 0.120" 8.M.B. 5' 15'-2" 6' 13'-10" l' 12'-10" 8' 12'-0" g' 11'-3" 10' 10'-8" 11' 10'-3" 12' g'-g" 2"x &"x O.050"x 0.120" 8.M.B. 5' 11'-2" 6' 15'-8" 7' 14'-6- 8' 13'-7" g' 12'-9" 10' 12'-1" 11' 11'-1" 12' 10'-3- B'-O" 1'-3- 6'-9" 6'-3" 5'-11" 5'-7" 5'-4" 5'-0" 10'-5" 9'-6" 8' -10" 8'-3" T-9" 1'-5- 1'-0" 6'-9" 12'-4" 11'-3" 10'-5" g'-g- 9'-2" B'-9" S'-4" S'-S" . 14'-0" 12'-9" 11'-10" 11'-1" 10'-5" g' -11" g'-S" g'-O" 8'-1" 1'-4- 6'-10- 6'-5" 6'-0- 5'-8" 5'-5" 5'-2" 120 MPH 1'-5" 6'-9" 6'-3" 5'-10" 5'-6" 5'-2" 5'-0- 4'-9" 1 0' -11" g'-g" B' -11" 10'-0" B' -11" B'-l" 9'-3" S'-3" 1'-6" S'-S" T-9" 1'-0" S'-1" 1'-3- 6'-S" T-9" 6' -11" 6'-3- 1'-4" 6'-7" 6'-0" 1'-0" 6'-3" S'-g" 14'-4" 12'-10- 11 '-3" 13'-1" 11 '-8" 10'-8" 12'-1" 10'-10" g' -11" 11 '-4" 10'-1" 9'-3" 10'-S" 9'-6" S'-S" 10'-1" 9'-1" S'-3" g'-S" S'-S" 6'-10" 9'-3" S'-3" 7'-6. 16'-11" 15'-2" 13'-10" 15'-6" 13'-10" 12'-S" 14'-4" 12'-10" 11'-S" 13'-5- 12'-0" 1 0' -11" 12'-S" 11'-3" 10'-4- 12'-0- 10'-8" g'-g" 11 '-5" 10'-3" g'-4" 10'-11" g'-g" 8' -11" 19'-2" 17'-6" 16'-2" 15'-2- 14'-3" 13'-T' 12'-11. 12'-4" 11'-2" 1S'-S" 14'-6" 13'-T' 12'-9" 12'-1" 11'-7" 10'-3" 15'-8" 14'-3" 13'-3- .,. 12'-4" \~J 11 '-8", '\,,\.~- 11'-,1~\'\ "'\.- 1~~~ S\" 0~0 ~~"'0 ~ ". , .. LAWRENCE E. BENN.1>tT,P.E. CIVIL ENGINEER & DEVELOPMENT'CONSUlIANT P. 0, BOX 4368 SOUTH DAYTONA, FL 32121 PHONE 1 (904) 767-4774 FAX" 1 (904) 767-6556 C COPYRIGHT, 1996 NOT TO BE REPRODUCED IN WHOLE OR IN Ai\RTWITHOUT WRITTEN PERMISSION FROM LAWRENCE E, BENNETT, P.E, 3 49 AnACHED ALUMINUM COVERS TABLE 2 continued MAX. ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL ROOMS AND OTHER OPEN STRUCTURES WI SOUD ROOFS 6063 T-6 AllOY BEAM SIZE BEAM SPAN FOR DESIGNATED lOADS BEAM liVE lOAD WIND lOAD LOAD WIDTH 22#/SF 32#/SF 100 MPH 110 MPH 2"x 7"x 0.062"x 0.120" 8.M.B. 6' 17'-9" 7' 16'-6" 8' 15'-5" g' 14'-6- 10' 13'-9" 11' 13'-1- 12' 12'-7" 13' 12'-1" 14' 11'-8" 2"x 7"x 0.062"x 0.135" 8.M.B. 6' 18'-4" 7' 17'-0" 8' 15'-11" g' 15'-0" 10' 14'-10" 11' 13'-7" 12' 13'-0" 13' 12'-6" 14' 11'-7" 2"x 8"x 0.072"x 0.224" 8.M.B. l' 21'-9- 8' 20'-4" g' 19'-2" 10' 18'-2. ,.11' 17'-4- 12' 16'-7" 13' 16'-0" 14' 15'-5" 2"x 8"x 0.072"x 0.224" 8.M.B. l' 24'-2" 8' 22'-7" 9' 21'-4" 10' 20'-3" 11' 19'-3" 12' 18'-5- 13' 17'-9" 14' 17'-1- 2"x 8"x 0.072"x 0.310" 8.M.B. l' 26'-11- 21'-11" 30'-1" 26'-11" 8' 2S'-2" 20'-6" 28'-2" 2S'-2" g' 23'-9" 19'-4" 26'-6" 23'-9" 10' 22'-6" 18'-4" 25'-2- 22'-6" 11' 21'-S" 17'-6" 24'-0- 21'-S" 12' 20'-6" 16'-9" 22'-11" 20'-6" 13' 19'-9" 16'-1" 22'-1" 19'-9" 14' 19'-0" lS'-6" 21'-3" 19'-0" 1. THE SMALLER SPAN FROM THE l.l. OR THE WIND LOAD TABLE GOVERNS. 14'-6" 13'-5" 12'-7" 11'-10" 11'-3" 10'-9" 10'-3" 9'-10" 9'-6" 15'-0- 13'-11" 13'-0" 12'-3" 11'-7" 11'-1" 10'-7" 1 0'-2" 9'-10- 17'-9" 16'-7" 15'-8" 14'-10" 14'-2" 13'-7" 13'-0- 12'-7" 19'-9" 18'-6" 17'-S" 16'-6" lS'-9" 15'-1" 14'-6" 13'-11" 19'-11" 18'-S" 17'-3" 16'-3" 15'-5" 14'-8" 14'-1" 13'-6" 13'-0" 20'-6" 19'-0" 17'-9" 16'-9- lS'-11" lS'-2" 14'-6" 13'-11" 13'-S" 24'-4- 22'-9" 21'-6" 20'-4" 19'-S" 18'-7" 17'-10- 17'-2" 27'-0" 2S'-3" 23'-10- 22'-7" 21'-6- 20'-8" 19'-10- 19'-1" 17'-9" 16'-6" lS'-S" 14'-6" 13'-9" 13'-1" 12'-7" 12'-1" 11'-8" 18'-4" 17'-0" 15'-11" 15'-0" 14'-3" 13'-7" 13'-0" 12'-6" 11'-7" 21'-9" 20'-4" 19'-2" 18'-2" 17'-4" 16'-7" 16'-0" lS'-S" 24'-2" 22'-7" 21'-4- 20'-3- 19'-3" 18'-5" 17'-9" 17'-1" 120 MPH 16'-3" lS'-O" 14'-1" 13'-3- 12'-9" 12'-0" 11'-6" 11'-0" 10'-7" 16'-9" 15'-6" 14'-6" 13'-8" 13'-0" 12'-4" 11'-10" 11'-S" 10'-11" 19'-11" 18'-7" 17'-6- 16'-7" lS'-10" 15'-2" 14'-7" 14'-0" 22'-1" 20'-8" 19'-6" 18'-6" 17'-7" 16'-10- 16'-2" 15'-7" 24'-7" 22'-11" 21'-8- 20'-6- 19'-7" 18'-9" r 18'-0- c (, '. , '17'-4" .<( \1.,\: ,,\ \. ~. ~~ '0\'0.,.,,> c.\ \" '\')' ~;,} ,'SJ'\~(.)~ ~\:j . \0. ")r ~;~I"~,,., f. LAWRENCE E. BENN..:-ir;~"fJ~k. CIVIL ENGINEER" DEVELOPMENT CONSUlTANT P. O. BOX 4368 SOUTH DAYTONA. FL 32121 PHONE 1 (004) 767-4774 F...X , 1 (004) 767-6556 C COPYRIGHT, 1996 NOT TO BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E, BENNETT, P.E, 3 50 ATTACHED ALUMINUM COVERS TABLE 4 continued 3"x 3"xO.040" ROLL FORM. 10'-0" 2,381 132 108 99 74 43 11'-8" 1,786 99 81 74 56 33 13'-4" 1,389 77 63 58 43 25 15'-0" 1,042 58 47 43 33 19 3"x 3"xO.060" ROLL FORM. 11'-0" 3,600 200 164 150 113 65 12'-10" 2,700 150 123 113 ' 84 50 14'-8" 2,100 117 95 88 66 38 16'-6" 1,575 88 73 66 32 29 , 3"x 3"xO.060" SCALLOPED OR FLUTED EXTRUSION 6063 T-6 ALLOY 11' -1 0" 3,408 189 155 142 107 62 13'-10" 2,556 142 116 107 80 46 15'-10" 1,988 106 87 80 62 35 17'-10" 1,491 83 68 62 47 27 3"x 3"x O.90"TUBE EXTRUSION 6063 T-6 ALLOY 11'-10" 5,184 288 236 216 162 94 13'-10" 3,888 216 177 162 122 71 15'-10" 3,024 168 137 126 95 55 17'-10", 2,268 126 103 95 71 41 3"x 3"x 0.125"TUBE EXTRUSION 6063 T-6 ALLOY 13'-9" 6,912 384 314 288 216 126 16'-1" 5,184 288 236 216 162 94 18'-4" 4,032 224 183 168 126 73 20'-7" 3,024 168 137 126 95 55 4"x 4"x 0.12S"TUBE EXTRUSION 6063 T-6 ALLOY 15'-9" 9,312 517 423 388 291 169 18'-5" 6,984 388 317 291 218 127 21'-0" 5,432 302 247 226 170 99 23'-8" 4,074 226 185 170 127 74 · ALLC1t' 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 WI ISOLATED FOOTING FOR BELOW LISTED WIND VELOCITY UPLIFT LOADS FOOTING TYPE & SIZE 100 MPH 110 MPH 120 MPH POURED CONCRETE 1'-0"X 1'-0"X 1'-0" 1'-4"X 1'-4"X 1'-4" 1'-6"X 1'-6"X 2'-0" l' -8"X l' -8"X 2'-0" 1'-8"X l' -8"X 2'-6" 2'-o"X 2'-0"X 2'-0" 2' -6"X 2' -6"X 2'-6" PRE-CAST SLAB WI 80' SACK-CRETE & BACKFILL OVER SLAB 1'-4"X 1'-4"X 2'-4" ) \ .,~\~\ \\.~ r- N~~ \ \}~ ~\ :-' ;;\\~~:,' \w\ J ';~. ~'::;;:~;'<' ...' 29 86 163 187 275 346 463 25 72 136 156 229 288 386 21 61 116 134 196 257 331 117 97 56 LAWRENCE E. BENNETT, P.E. CIVIL EN(;JNEER & DEVELOPMENT CONSULTANT P. 0, BOX 4368 SOUTH DAYTONA. FL 32121 PHONE 1 (004) 767.4774 FAX' 1 (904) 767.6556 C COPYRIGHT, 1996 NOT TO BE REPRODUCED IN WHOLE OR IN "'RT WITHOUT WRllTEN PERMISSION FROM LAWRENCE E, BENNETT, P.E. \,' 3 52