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Home My WebLink About99-9025 BUILDING PERMIT CITY OF ZEPHYRHILLS (813) 788~6611 115' :;;.5 - d-S . BUILDING ELECTRICAL PLUMBING M~L Pmp.rty Own.' (?(.ltuAI';~ /-l. (()M~ Job Address: 4.' '--' n T /97 Parcell.D. ,:)'-/-- ::1,- 2r - ObSO'.. 00000 - (I""'" Zon;n9' ~". -,L"'on~" /0, ~ Descriotion of Work ~"J ~.dJ ~__ tY Permit 09025 //- c:l9- 99 r Date Sewer Conn Water Conn: Water Meter: T,I.F.'s: NO OCCUPANCY BEFORE C.O. FINAL C.O. - 3 ~ 00 DATE Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. DATE Valuation or -...4 ~ /I /) ~oOo' C> Contract Price ~ /)I-.,-a 7 City License Registration # 0< 01 Z State Certified License# Perm' Tp. Servo Rough In v12-'tdJ413 e. Meter Can Const. Pole Pool Pre-Meter Final Driveway 12-I-iJlIf @ ~ t 1...ACo-<tq ~ o 11 t.-U rr- BUILDING Fl<. 12-1-99 ~ Pre SLB J~...'- G) ) Lintel FRM. t,/17-'? l!)-q'f $.;>_ Insul. CL WL I Z-c./- 9? ~ /2.- ompany Address elephone# SLB /'Z--;5{~~ Tub Set t 2.-- M. Water Sewer Final Breakers Ducts Insl. Compressor Final REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($ 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. SQ. FEET PRICE MAIN OR LIVING AREA OTHER AREA UNDER ROOF OTHER fr -r;:.,?- f}f,J..; ..11\. . L-CT 1(11 ~.ft!.AL. P jk:. iI-l r i.. €J ~7(;.i1'\ . i\~ \ fJ\o DDD.~~ BUILDING: cO ELECTRICAL: 2:5~ u~ PLUMBING: 2-5. t)~ MECHANICAL: j.J RADON: 0.5(0 CREDIT: IJ II'f SEWER: fJ 1,,- WATER: l TOT AL: J,. I T.I. F'.8 I ~/fr . I '~Ttt~ 20S-_ sto APPLICATION FOR PERMIT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT r7() - 7<)23 . DATE RECEIVED /I,1t 7/ ? '7 PLANS REVIEW FEE OWNER'S NAME m ~ U r J (" c:: JiJ. [) e roc::: c:/( JOB AD~RESS ~ .....-:a.. LEGAL DESCRIPTION: LOT (S) /q7 BLOCK PHONE~ /& /99 I ' SUBDIVISION PARCEL ID # WORK PROPSED: ~CONSTRUCTION (OBTAIN FROM PROPERTY TAX NOTICEl o ADDITION DALTERATION o REPAIR o INSTALL Os I GN o MOVE o DEMOLISH PROPOSED USE: DSGL FAMILY DWELLING o COMMERCIAL DMULTI-FAMILY o INDUSTRIAL 0# OF UNITS o SWIMMING POOL o MOBILE HOME o OTHER c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL DESCRIPTION OF WORK 5/Je..J... U / h Jl/ ROD t1r, poe>-f'. BUILDING SIZE J Q)t ;) "3 SQUARE FOOTAGE ;;;"7 ~ HEIGHT J'II 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 ~ILDING ~ECTRICAL ~UMBING $ ~~ooo <'to VALUATION OF TOTAL CONSTRUCTION AMP SERVICE o FLORIDA POWER o W.R.E.C. o MECHANICAL $ VALUATION OF MECHANCIAL INSTALLATION o GAS o ROOFING o SPECIALTY o OTHER TYPE OF CONSTRUCTION: 0 BLOCK o FRAME o STEEL o OTHER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAD YES o NO SIGNATURE I~ JLJ COMPANY STATE CERT OR REGIST # CITY PROCESSING # ~~<; ( BUILDER ELECTRICIAN .....:::::::.~~.....~..... STATE CERT OR REGIST # SIGNATURE -. CITY PROCESSING # /714 PLUMBEll , H:'6***~'''''''''H'''H'''''H':::::::'o;;Z;'7~ , -/J ~-7 __ STATE CERT OR REGIS;' # SIGNATURE Ot/ ~ ; CITY PROCESSING # ~ (/ ~ ****************************************************************** MECHANICAL COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** OTHER COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS ~he 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 TW FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSU~ WITH YO ENDER OR AN TORNEY BEFORE RECORDING YOUR NOTICE OF COMME EMENT. JOBS UNDER / / $2,500 I~ VALUE DO NOT ED TO RECORD AND POST A OF COMMEN // !' // I ' 'I' / acknowledged 19_ STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _____day of by STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _____ day of by acknowledged 19 (name of person acknowledged) C1ho is personally known to me, or (name of person acknowledged) Owho is personally known to me, or Owho has produced (type and whoO did 0 did not of identification) take an oath. Owho has produced (type of identification) and who Odid D:iid not take an oath Signature of person taking acknowledgement Signature of person taking acknowledgment Name typed, printed or stamped Name typed, printed or stamped 10/07/1999 17;43 :::1 :::::~:I A TI] Z AUJt,.utlUt',', F'AGE 01 FJDr1'do.. liQTICB OP CClItII8IICBMBl , County of J q s c 0 '/' State of TUB UNDERSIGNBD hereby gives notice'th4t improvement will be ~ade to c3rtain real property, and in accordance with ChapteL 713, Florida Statutes, the following infor~ation is provided in this Notice of Commenc~mcnt: .-1. 7. 1. Description of Property: Parcel No. (Leg'" 2. General Description of Improvement S~dJ ~()C+ (..1)nocJei1~-l(Jo'l '" , 3. O\...nor Informa ticn: Name _[y) (1 lJ ( i l e.. If. De r r)e (' t:... 7el'h~h;lL5 I\ddress 39~/l) ~.<;.l ll:J City Interest in Property: State FJ Name of Fee Simple Titleholder: (If other th~n owner) Address __ City __ State Contractor: Name j)- I 7U 2- Plurn//7uyr) ?(j~~lJct5 City 2'r,.o1> ~rrh ,')/S State FJ. Address 3J'~~ I')('~/r 1<</' 5. ~u.rcty: N~lne ~ddress ~ Amount of Bond: $ Cit . Y ~. Sta.te 6. Lender: Name Address Cit . ---- -. ... y -~.- State 8. P, ':j.,~;.- +- ~_.::L-~~_T-,", .-----'-4f Fiol- ida designated by Owner upon whcm n, ~ j may be servfi!d as provided by Section 7 Owner Itutea: tJ Sl~n her'"L - I A ! City State 0.- r hove. nO+OriGed !designates o Ad 0'\0; I p I eq,s-C , c to receive 8. copy of the 1 . in Section 113.13(1)(b), Florida StAtutes. 9 . . CommenCemont. (t ht'l ~)'.plZ::ilt l,..n d"" te 18 1 year In less a different date is specified.) f f GOOD PROMOTION MAKES A WORLD OF DIFFERENCE Signature 9f Owner: ,X JJja.u/l.ill.&:? Q 1.& .;P~--I!c. Sworn to and subscribed bi,;; fore me this (5~ day of 19.3.:L · Notary Public: _ ~.~_tn.~ My Com'.i1.1 ssion Expires: O~'n~ tID1IIYPublC.5effliriole Cuu..tJ. QeQrgl' My CommisSion i:xpires Sept. 3, 2001 PC93053048 10/07/1999 17:43 E:l :::::::5 A T[I Z ALUr',UliUf'..l f"'Aic,E D2 CONDITluN::; 01" PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS The undersigned ~nder~tand5 that thi~ pe~mit M~Y be subject to "deed restrictions" which may be more restrictive than City rCCju:'a ti'.:>ns, Th':! und.,.r:~i gm~d a~l!Iumel!l responsibility for compliance with any applicable deed restLictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner hao hired a contractor or ,~ontr~ctor~ t6 undertake worK, they may be required to b@ licensed in accord~nce 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 intend@d contractor are uncertain as to what licensin9 requirements may apply for the intended work, they are advised to contact the City of Zephyrhilll!l Building Department, 813-788-6611. Furth@rmore, if the owner has hir@d a contractor or. contractors, he is advised to have the contractor(s) sign portions of th"" "Contractor Sections" of this application for which they will be respons.i.ble. If you, as the owner signs as the contractor, you are indicating that you, r~ther than the contractor, are re~pollgible for th@ work. If the contractor wishes you to sign as Contractor that m3Y 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 UTILITf CONNECTION FEES D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTF.S, AS AMENDED) I certify that I, the applicant, have been provided with a copy ot ~Florida's Construction lien Law - Homeowner's Protection Guide" prepared by the Florida D@partm@nt of Agriculture and Consumer A.ffairs. If the applicant is someone other that the "owner", I cerify that I have obtained a copy of the above descr.ibed document and promise in good faith to deliver it to the "owner" prior to cotnInencement. E. CONTAACTOR'S/OWNER'S AFFIDAVIT I certify that all th@ information in this application is aCCUrate and that all work will be done in compliance with all applicable laws regulatin9 construction, zoning, and land development. A.pplication is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has Gorrnnenced prior to issuance of a permit and that all work will be performed to n\~@t stand~Ldg of all laws regulating construction, City codes, zoning r~gulatlon5, and land development regulations in the jurisdiction. I also certify that I understand that the regtJ.latlons of othe.t. government~l l!lgencies may apply to the intended work, and that it is my respon~ibillty 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 Axp-as and Environmentally Sensitive Lands, Water/Wastewater Treatment "'Southwest Florida WateL Management D.i.stt:ict-Wells, Cypress Bayheads, wetland Areas, Altering Watercourses "'Army Corps of Engineers-Seawalls, DOCks, Navigabl@ Waterways *Oepartmellt of' Health & Rehabilitative SeJ;'v:Lc@8, Environmental Health Unit-WellB, Wastewater Treatment., Septic TanKa *U.S. EnVironmental Protection Agency-Asbes~o~ abatement I alao certify that, if fill material is to be u$ed in Flcod Zone -AH or -A, etc.", it is und~- Fes.5i!~g 3. "c:;r,'p~nsating volume" will be aubmitted which ~:s 0 ~ n4 ~ r.~~ :t:egiste,'ed in the State of Florida prior to permit A p ..A'-'" LD J ~o be a license to proceed with the work and not as aut C J tkil. ~ If'-'' I' or set a$ide any provisions of the technical codes, nor ~~ ent the 3uildinq Official from thereafter requiring a ~;: ~~~' '1/b. ~ i~~~o~~~~, a~~h~~~~:~i~~SS~~ha:~r~:e1S ~~~~n~:~~th1n sili - o>>J nI .authorized by the permi t is suspended or abandoned for a peL ~D uD the work is ~ommen~ed. One 90 day exteneion of time ma::t "1 V.- _~J ~~ f@echargeof$15.00.Theextensionahallberequested in ~ ~/ ~~ta ~l approved inspection must be logged during each Bix mor U,,-7 ~(\P'J"'.e considered abandoned. WAJ -y ~ RECORD A NOTICE OF CO?1MENCeMENT MAY RESULT IN YOUR PA~ )VP PROPERTY IF YOU !NTEND TO OBTAIN FINANCING, CONSULT WI") GOOD PROMOTION._.c.r BEFORE F(~COP-DtNG YOUR NOTICE OF COMMENCEMENT. JOBS UNDER $2. MAKES A WORLn.G'F NEED TO RECOHD ANI) POST A "NOTICE OF COMMENCEMENT". l /11 Q A<Y'2,~/ e c24~_ SIGNATURE: OWNER OR AGENT SIGNATURE: CONTRACTOR acknowledged 1:L- STA.TE OF FLORIDA COUNTY OF The for@going instrument was 8efore me this -----Pay of by STA.TE OF FLORIDA. COUNTY OF The foregoing instrument was Before me this _ day of by acknowledged 19 (name of per$on ~cknowledged) Owho i~ per~onally known to me, or (name of person aOknowledged) C1ho is personally known to me, or Owho has produced itype and whoO did 0 did not: o who has produced (typ@ of identification) and '",ho rJdLd DUd not take an oath of identification) tak@ an oath. Signature of p@rson taking ack~owledgement Signature of person taking acknowledqment NOi.me typed, prlnt:ed or :!;tamped Name typed, printed or stamped I i i ; ~ ~ fi --I' S l-fc- j .- """ i ~t~ "\ ;"3 \ .t viAl pttt.t\ . ~ ,,'~'- nP ()G rX C\"l,' t j'~ ; ') -t I :, l: I : ,,- ....j , i r ~ r ~L>J'\:J'l-' ,--:>4 ~ COW fc{L ?~\<-)br-''> )LlttfP--! \L c?OI ALL WORK S}~LL COMPLY WITH ALL pREVAILING CODES, STANDARD BWLDING, PLuMBING, MECHANICAL, N.E.C AND crrY OF ZEPHYlUllLLS ORDINANCES. SECTION 7 SOLID ROOF PANEL PRODUCTS 0.019" ALUMINUM COVER PAN OR CONTINUOUS ALUMINUM SHEET #8 x 5/8" CORROSION RESISTIVE WASHER HEADED SCREWS @ 24" O. C, ALTERNATE #8 x 5/8" S. M. S. WI 1/2" 0 WASHER r.~.............................. ::I: .... ........... I . ". ~.,. 1 W ...........~ ... .)<<il \ 1 TYPICAL INSULATED PANEL SCALE: 1/4" = 1" NOTES: 1, INSTALL RIGID FOAM INSULATION INTO ALUMINUM ROOF PAN. 2. COVER INSULATION WITH 0.019" PROTECTOR PANEL WITH OVERLAPPING SEAMS 3. INSULATION PANEL SHALL BE CLOSED WITH ALUMINUM END CAP TO SECURE PLACEMENT AND TO DISCOURAGE THE NESTING OF WILDLIFE AND OR INSECTS. 4. PROTECTOR PANEL WILL BE SECURED BY #8 x 5/8" CORROSION RESISTIVE WASHER HEADED SCREWS, 5. SCREW PATTERN WILL BE 12" ON ALL PERIMETERS AND 24" O.C. FIELD ON EACH . PANEL. 6. ALUMINUM END CAP WILL BE ATTACHED WITH (3) #8x1/2" CORROSION RESISTIVE WASHER HEADED SCREWS. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT PO. BOX 4368, SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL PAGE @ COPYRIGHT 1999 176 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BFNNETT, P E SECTION 7 SOLID ROOF PANEL PRODUCTS .F.1i1~A"" Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H-14 or H-25 3" x 12" x 0,019" Riser Panels Ooen Buildinas Enclosed Buildinas Wind Applied Overhana Condition Wind Applied Overhana Condition Reaion Load NONE 1'.0" 2'-0" 3'.0" 4-0" ReQion Load NONE 1'-0" 2'-0" 3'.0" 4'-0" 102 M.P.H. 17 10'.11" 11'-2" 11'-B" 12'-6" 13'-7" 102 M.P.H. 29 B'.5" 6'-7" 9'.4" 10'.4" 11'.1" 110 M.P.H. 20 10'.1" 10'-4" 10'-10" 11'.9" 12'.11" 110 M.P.H. 35 7'.6" 7'-11" 6'.7" 9'.9" 11'-1" 120 M.P.H. 23 9'.5" 9'-6" 10'.3" 11'.2" 12'.4" 120 M.P.H. 41 7'.1" 7'-4" 6'-1" 9'.]" 10'-8" 125 M.P.H. 26 6'-10" 9'-1" 9'.9" 10'.6" 11'.11" 125 M.P.H. 45 6'-9" 7'.0" 7'-1 A" 9'0" 10' S' 140 M.P.H. 32 7'.11" 6'.3" 6'.11" 9'-11" 11'-4" 140 M.P.H. 56 6'.0" 6'.4" 7'-3" 6' 6" 10' 0" 3" x 12" x 0.026" Riser Panels Ooen Buildinas Enclosed BuildinQs WlOd Applied OverhanQ Condition Wind Applied Overhana Condition Realon Load NONE 1'-0" 2'.0" 3'-0" 4'.0" Reaion 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'.6" 10'.10" 11'.4" 12'.]" 13'-4" 110 M.P.H. 20 12'.10" 12'.11" 13'.5" 14'.2" 15'.1" 110 M.P.H. 35 9'.6" 9'.11" 10'.S" 11'.5" 12'-7" 120 M.P.H. 23 11'-11" 12'.1" 12'-7" 13'-4" 14'.5" 120 M.P.H. 41 6'.11" 9'.2" 9'.10" 10'.9" 12'-0" 125 M.P.H. 26 11'-3" 11'.5" 11'.11" 12'-9" 13'-10" 125 M.P.H. 45 6'.7" 6'.9" 9'-5" 10'-5" 11'.B" 140 M,P.H. 32 10'.2" 10'-4" 10'-11" 11'.9" 12'.11" 140 M.P.H 56 7'.6" 7'.11" 6'.6" 9'-9" 11'.,,, 3" x 12" x 0.032" Riser Panels Ooen Buildinas Enclosed BUlldlnqs Wind Applied Overhana Condltlan Wind Applied Overhana Condition Reuion Load NONE 1'.0" 2'-0" 3'.0" 4'.0" RealOn Load NONE 1'.0" 2'.0" 3'.0" 4'.0" 102 M.P.H. 17 15'.5" 15'.6" 15'-11" 1S'6" 17'.4" 102 M.P.H. 29 1 ".9" 11'-11" 12'-5" 1]'-3" 14'-]" 110 M.P.H. 20 14'.2" 14'-4" 14'.9" 15'.5" 16'-3" 110 M.P.H_ 35 10'.9" 10'-11" 11'-5" 12'.3" 13'-5" 120 M.P.H. 23 13'.3" 13'.5" 13'-10" 14'-S" 15'.6" 120 M.P.H. 41 9'-11" 10'-1" 10'-6" 11'-7" 12'-9" 125 M.P,H. 26 12'-5" 12'.7" 13'.1" 13'.10" 14'-10" 125 M.P.H. 45 9'5" 9'6" 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" 6'.9" 9'-4" 10'.5" 11'.8" Note: Total roof panel width = room width plus wall Width plus overhang. 1IF.1i1~~.. Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H-28 3" x 12" x 0.019" Riser Panels ODen BuildinQs Enclased BuildlJ1Qs Wind Applied Overhano Condition Wind Applied Overhanq Condition ReQlon Load NONE 1'.0" 2'.0" 3'.0" 4.0" ReOlon Load NONE 1'.0" 2'.0" 3'-0" 4'-0" 102 M.P.H. 17 12'.9' 12'.11" 13.4 '4 '" 15'-0" 102 M.P.H 29 9'9" g'-, 1" 10'.6" 11'.5" 12'.7" 110 M.P.H. 20 1 19' 11'-11" 1~' 13,:'" 14'-2" 110 M.PH 35 B'.10" " 1" g'.g" 10'.6' "'-11" 120 M.P.H. 23 10'11" " , , \. b I: (, " 13'1" 120 MP H 41 ~. ;' e .," 0' '" IIJ :>' 11' ~" 125 M,P.H. 26 10'.3" 10'-0' 11'.0 11 "" 13-0" 125 MP.H 45 ". .10" 8-1' 8 9" g',O' 1 l' ~" 140 M.P.H. 32 9'-3" 9'-6" 10. ,. l' .," 12'-3" 140 M.PH 56 7'.0" ;"-:;" o' '" 0',3" 10' 6" 3" x 12" x 0.026" Riser Panels ODen Buildinqs Enclosed BUlldlnCls Wind Aflplied Overhanu Condition Wind Applied Overhanq Condition R"UIOll Load NONE 1'-0" 2'.0" 3'.0" 4'.0" RcqlOIl L0ad NONE 1'.0" 2'.0" 3'.0" 4'.0" 102 M.P.H. 17 lS'.2" 16'.3" 16'-6" 17'.3" 18'.0" 102 M.P.H. 29 12' 4" 12 -0 i2'.11" 13.9" 14'-9" 110 M.P.H. 20 14'.11" 15'.0" 15'.5" lS'.l" lS'.ll" 110 M.P.H. 35 1 1'-3" '1 .5' 1 1'-11 12Y 13'.'0" 120 M.P.H. 23 13'.11" 14'.0" 14'.5" 15'.1" lS'-O" 120 M.P.H 41 10'-5" 1 J , 11'1 1::-0" '3-'" 125 M.P.H. 26 13'-1" 13'.2" 13'.8" 14'.4" 15'-4" 125 M.P.H. 45 S -1'" lC'.'" 1 (J.g' , ~'. ," 12'-9" 140 M.P.H 32 11'.9" 11'-11" 12'.5" 13'.3" 14'.3" 140 M.P.H 56 B'-l'" 9' ~.. 9 g' lC -9 11'1'" 3" x 12" x 0.032" Riser Panels Ooen Buildinqs Enclosed Buildinqs Wind Applied Overhanq Condition Wind Applied Overhanq ConditIOn Reaion Load NONE 1'.0" 2'.0" 3'.0" 4'-0" R"olon Load NONE 1'.0" 2'-0" 3'-0" 4'.0" 102 M.P.H. 17 17'.1 A" 17'.11" 18'-4" 18'.10" 19'.7" 102 MP.H 29 13'8" , 3'-1 0" 14'.3" 14'-11" 15'-10" 110 M.P.H. 20 lS'.S" lS'-7" 16'.11" 17'.6" 18'-4" 110 M.PH. 35 12'-5" 12'-7" 13'.1" 13'.10" 14'10" 120 M,P.H. 23 15'.4" 15'.6" 15'.11" 16'.S" 17'.4" 120 MP.H. 41 1"-6" 11-8" 12'.2" 12'11" 14 0" 125 M.P.H. 26 14'.5" 14'-7" 14'.11" 15'.6" lS'.S" 125 M.PH. 45 10'.11" 11'-2" 11'.8" 12'.6" 13' -7" 140 M.P.H. 32 13'.0" 13'-2" 13'.8" 14'.4" 15'.3" 140 M.P.H. 56 9'.10" 10'.1" 10'-8" 11'.S" 12'-8" Note: Total roof panel Width = room Width plus wall Width plus Overtlang Lawrence E. Bennett, P.E. CIVIL ENGINEER. DEVELOPMENT CONSUL T ANT PO. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL PAGE 178 @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E BeNNET! P E SECTION 8 n 1.00" 0044"[ 1 ALUMINUM FRAMING COMPONENTS A = 0.24 in.2 WT = 0.28 p.l.f. Ix = 0.14 in. 4 Sx = 0.18 in.3 6063 - T6 f 1.98"1 0055"8 ~ 1" X 2" X 0.044" OPEN BACK SECTION SCALE: 1/4" = 1" f1.98"1 0032" E] ~ A = 0.50 in.2 WT = 0.57 p.l.f. Ix = 0.28 in." Sx = 0.37 in.3 6063 - T6 2" X 2" X 0.055" PATIO SECTION SCALE: 1/4" = 1" A = 0.32 in.2 WT = 0.37 p.l.f, Ix = 0.18 in." Sx = 024 in.3 6063 - T6 f1.98"1 0055"f + ]j 2" X 3" X 0.050" PATIO SECTION 2" X 2" X 0.032" PATIO SECTION SCALE: 1/4" = 1" f 1.98"1 0036:{ +] ~ --'I. A = 0.64 in! WT = 0.74 p.l.f. Ix = 0.75 in." Sx = 0.70 in.3 6063 - T6 SCALE: 1/4" = 1" A = 0.36 in.2 WT = 0.41 p.l.f. Ix = 0.19 in." Sx = 026 in] 6063 - T6 f 2.00", r ~ ~ . 0.055" - + 2" X 2" X 0.036" PATIO SECTION SCALE: 1/4" = 1" f1.98"-r 0044'" + 1 ~ J o o '<:/' 1 A = 0.75 in.2 WT = 0.86 p.l.f. Ix = 1.53 in" Sx = 1.07 in.3 6063 - T6 2" X 4" X 0.050" PATIO SECTION SCALE: 1/4" = 1" A = 0.42 in.2 WT = 0.49 p.l.f. Ix = 0.23 in" Sx=0.31 in.3 6063 - T6 r 200" , 8--1 + 0 0044" j 2" X 2" X 0.044" PATIO SECTION SCALE: 1/4" = 1" A = 0.61In.2 WT = 0,69 p.l.f. Ix = 0.77 in" Sx = 069 in.3 6063 - T6 2" X 3" X 0.045" PATIO SECTION SCALE: 1/4" = 1" Lawrence E. Bennett. P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT PO. BOX 4368. SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL PAGE @ COPYRIGHT 1999 196 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E BENNETI. P E FASTENERS SECTION 9 CONCRETE SCREW ANCHOR T-BOL T SPIKE EXPANSION BOLT DRIVE NAIL CONCRETE AND MASONRY ANCHORS SHEET METAL SCREW HEX HEAD TEK SCREW MACHINE BOLT WI NEOPRENE WASHER METAL FASTENERS NOTES: ALTERNATIVE FASTENERS MAY BE USED AS SHOWN IN THE DETAILS HEREIN. AND MUST MEET OR EXCEED THE SAFE WORKING LOAD VALUES SPECIFIED BY THE MANUFACTURER, AND SHALL BE APPROVED BY THE BUILDING OFFICIAl. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT PO. BOX 4368. SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRIITEN PERMISSION OF LAWRENCE E. BENNEIT, P E PAGE 201 SECTION 2 SEAL PAGE 68 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS .F.'I;,~.I:~ 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 I 110 MPH I 120 MPH I 125 MPH 140 MPH Applied Load = 17# / Sq. Ft. I 20# / Sq. Ft. T 23# / Sq. Ft, I 26# / Sq. Ft. 32# / Sq. Ft. Load Width 2" x 6" x 0.050" x 0.120" Self Mating Beam 8' 16'-11" 15'-7" 14'-7" 13'-8" 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'-8" 10'.6" 12' 13'-10" 12'-9" 11'-11" 11'-2" 10'-1" 13' 13'-3" 12'.3" 11'.5" 10'-9" 9'.8" 14' 12'-10" 11'-10" 11'-0" 10'-4" 9'-4" 16' 11'-11" 11'-0" 10'-4" 9'-8" 8'-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' 18'-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'-8" 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" 18'-1" 9' 23'-5" 21'-7" 20'.2" 18'-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" 18'-8" 17'-5" 16'.5" 14'-9" 13' 19'-6" 17'.11" 16'-9" 15'.9" 14'.3" 14' 18'.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'.8" 23'.8" 22'.0" 20'.9" 18'.Il" 10' 24'.4" 22'-5" 20'-11" 19'-8" 17'-9" 11' 23'-2" 21'-4" 19'-11" 18'-9" 16'-11" 12' 22'-2" 20'-6" 19'.1" 17'-11" 16'-2" 13' 21'-4" 19'-8" 18'-4" 17'-3" 15'-7" 14' 20'-7" 18'.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'-8" 27'-4" 25'.6" 23'.1'" 21'-7" 9' 27'-11" 25'.9" 24'-1" n'T ~0'-5" 10' 26'-6" 24'-6" :>2'.10" ~l'S 19'-4" 11' 25'-4" 23'-4" 21'-9" :O'S' Ill' 5" 12' 24'-3" 22'-4" 20'-10" 19'-7" 17'.8" 13' 23'-3" 21'-5" 20'-0" 1Il'-10" 16'-11" 14' 22'.5" 20'-8" 19'-3" 18'-2" 16'.4" 16' 20'-11" 19'.4" 18'-0" 16'-11" 15'-3" Notes: Above spans do not Include length of knee brace. Add honzontallength of knee brace to above spans for total beam spans_ Lawrence E. Bennett, P.E. CIVIL ENGINEER. DEVELOPMENT CONSUL T ANT PO_ BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767.6556 @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E BENM:TT. P E ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2 ~ F:1 i1 ~"''''-II! Allowable Attributable Roof Area per Post for Carports. Patio Covers. and other Open Buildings. ALUMINUM POSTS Aluminum Post Wind Load = 102 MPH T 110 MPH 120 MPH 125 MPH 1 140 MPH ApplIed Load = 17 II/Sq, Ft 20 #/Sq. Ft. T 23 #/Sq. Ft T 26 II/Sq. Ft T 32 II/Sq. Ft Ma~lmum Allowable Roof Area in Square Feet for Various Loads on Post Height Load in Lbs 3" x 3" x 0.090" Hollow Extrusion - Aluminum Alloy 6063 T-6 11 :y 5.184 305 259 225 199 162 13'.10 3.888 229 194 169 150 122 1')'-I'T 3.024 178 151 131 116 95 17-10" 2,268 133 113 99 87 71 Height Load in Lbs 3" x 3" x 0.125" Hollow Extrusion. Aluminum Alloy 6063 T.6 13'-9" 6.912 407 346 301 266 216 16'-1" 5,184 305 259 225 199 162 18'.4" 4.032 237 202 175 1S-S- 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" 4074 240 204 ,-. 15~ 127 Steel Post Wind Load = 102 MPH T 110 MPH r 120 MPH 125 MPH 140 MPH Applied Load = 17 #/Sq. Ft. r 20 #/Sq. Ft 23 #/S'1 Ft. 26 #/Sq. Ft. I 32 #/5'1. Ft. Maximum Allowable Roof Area in Square Feet for Various Loads on Post Hei9ht Load in Lbs 3" ~ 3" ~ 14 Gauge Post - 46 k.s.i. Steel 19'-10" 10.050 591 503 437 387 314 21'.9" 7.4 30 437 3r2 323 286 232 23'-9" 5.638 332 282 245 2;7 176 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 '94 690 610 496 21'-f" 11,730 690 ""5'"87 5"10 451 367 23'.6 8,970 ""5'"28 449 390 34"5"" 280- 25'-6" 6.900 406 345'" 300 265 210 Height Load in Lbs 4" x 4" x 14 Gauge Post. 46 k,s.i. Steel 26'-8" 12.650 744 633 550 487 395" 29'-3" 9.350 550 468 40T 360 292 32-0 , 15"0 421 3"58 311 2"75" 223 34'-8' --S:SOO 324 275" 239 212 172 Lawrence E. Bennett, P.E. CIVIL ENGINEER. DEVELOPMENT CONSUL TANT POBOX 4368. SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL @ PAGE COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRlnEN PERMISSION OF LAWRENCE E BENNEn. P E 71 . SECTION 2 ATTACHED & FREESTANDING 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 Size 2" x 3" x 0.050" Hollow Tilt 2" x 4" x 0.050" Hollow 2" x 4" x 0.038" x 0.100" Self Mating Beam 2" x 6" x 0.050" x 0,120" Self Mating Beam 2" x 7" x 0.055" x 0.120" Self Mating Beam 2" x 8" x 0.012" x 0.224" Self Mating Beam 2" x 9" x 0.072" x 0.224" Self Mating Beam 2" x 9" x 0.082" x 0.306" Self Mating Beam The minimum number of thru-bolts IS two (2) Minimum Post Size 3"x 3"x 0.060" Scalloped 3"x 3"x 0.060" Scalloped 3"x 3"x 0.060" Scalloped 3"x 3"x 0,060" Scalloped 3" x 3" x 0.093" 3" x 3" x 0.093" 3" x 3" x 0.125" 3" x 3" x 0.125" # Thru-Bolts L=D+V," 1/4" " 3/8" " 2 2 2 2 3 2 3 2 4 3 4 3 Table 2.4 Wind Zone = Applied Load = Existing Slab on Grade with unknown reinforcement Isolated Footing Oimensions-* 1'-{)" x 1'-{)" x 1'-0" 1'4" x 1'4" x 1'4" 1'.6" x 1'.6" x 1'-6" 1'-8" x 1'.8" x 2'-0" 1'.8" x 1'.8" x 2'.6" 2'-{)" x 2'-0" x 2'.0" 2'-0" x 2'-0" x 2'-6" 2'.6" x 2'-6" x 2'.6" 2'.6" x 2'-6" x 3'-{)" Uplift Rating # 520 1000 1320 2040 2540 2640 3300 4000 4800 Maximum Attributable Roof Area in Square Feet 30 26 22 20 16 59 50 38 31 77 66 57 51 41 120 102 89 78 64 150 127 111 98 80 155 132 115 102 83 194 165 143 127 103 270 230 200 177 144 324 2f6 240 212 172 "Notes: Isolated Fooling is a poured concrete rectangular solid (Length x WIdth x Depth) Slab on grade must be new or in good condItIon (1) 80# Bag (1) 80# Bag (1) 80. Bag rade wIth 80 # ba re-mlX concrete and backfilled to rade Maximum Attributable Root Area in Square Feel 102 87 76 67 54 107 91 79 70 57 112 95 83 73 60 Lawrence E. Bennett, P.E. CIVIL ENGINEER. DEVELOPMENT CONSUL TANT PO. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767.6556 SEAL PAGE 72 @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT. PE SCREEN, VINYL & GLASS ROOMS SECTION ~ (2) #10 x 1" S M. S INTO SCREW SLOTS ANCHOR 1" x 2" PLATE TO CONCRETE W/ 1/4" x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AND 24" O.C. MAX. MIN 3-1/2" SLAB 2500 PSI CONC. 6x6-10x10 WW.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE ~ BE "I \DEf AL TERNA TE CO ;CTlt DETAIL 2" x 7' ~ 0063" At CONNECT UF - @ BE:nlll1 / HEADER AND CHM RAIL ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS 1" x 2" EXTRUSION 1-1/8" MIN. IN CONCRE fE HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL SCALE 1/4" = 1" 2" x 2" OR 2" x 3" OR 2" 5MB POST o 0 (4) #10 x 1/2" SM.S. EACH SIDE OF POST HEADER BEAM ANCHOR 1" x 2" PLATE TO CONCRETE WITH 1/4" x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AT 24" OC. MAX OR THROUGH ANGLE AT 24" OC. MAX -------- H-BAR OR GUSSET PLATE 2" x 2" x 1/16" ANGLE EACH SIDE ^ TT ACH TO POST AND CONCRETE A T LOAD BEARING W' Ll WITH (2) #10 x 1/2" SM.S. EACH SIDE MIN. 3-1/2" SLAB 2500 PSI CONC. 6x6-10x10 WWM. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE i- ------- / / ." " " 1" x 2" EXTRUSION 1-1/8" MIN IN CONCRETE SELF-MATING POST TO BASE AND SELF-MATING POST TO BEAM DETAIL SCALE: 1/4" = 1" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT PO BOX 4368. SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL @ COPYRIGHT 1999 NOT TO ElF REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E BENNETI. P E PAGE 81 SCREEN, VINYL & GLASS ROOMS COMPOSITE ROOF PANELS (4) 1/4" x 4" LAG BOLTS WI 1-1/4" FENDER WASHERS PER 4'-0" PANEL ACROSS THE FRONT AND 24" O.C. ALONG SIDES (WALK-ON) 2" x 2" OR 2" x 3" HOLLOW CHAIR RAIL AND KICK PLATE 2" x 2" HOLLOW RAIL POST ATTACHED TO BOTTOM WI MIN. (2) #10 x 1-1/2" S.MS IN SCREW BOSSES EXISTING SLAB MAY BE USED IF IT IS IN GOOD CONDITION AND IT IS APPROVED BY THE BY THE BUILDING OFFICIAL (1)HILTI1/2"x3-1/2"KBII- BOLTS APPROVED FOR 665# UPLIFT WI STD. PLATED CUT STEEL WASHER (1) 3/8" BOLT FOR 3" POST (2) 3/8" BOLTS FOR 3" x 4" POST SECTION 3 RISER PANELS: (3) #8 x 1/2" S.M.S. PER 12" PANEL HEADER ATTACHED TO POST WI MIN. (2) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 2" x 2",2" x 3" OR 3" x 2" HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS CHAIR RAIL ATTACHED TO POST WITH MIN. (2) #10 x . 1-1/2" S.M.S. IN SCREW ' BOSSES 1" x 2" OPEN BACK BOTTOM RAIL 1/4" x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O.C. (MAX.) Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT POBOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767.6556 SEAL @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISS'ON or LAWRENCE E BENNETT. P E ~ TYPICAL UPRIGHT DETAIL SCALE: 1/4" = 1" PAGE 83 ATTACHED '& FREESTANDING COVERS AND UTILITY SHEDS SECTION 2 1-1/2" x 1-1/2" x 0.080" ANGLE EACH SIDE OF CONNECTING BEAM WITH SCREWS AS SHOWN UJ -J m ~ 0:: UJ (l, J: I-- (l, UJ C PRIMARY BEAM (SEE TABLE 2 1 1 AND/OR TABLE 21 2) 1 CARRIER BEAM (SEE TABLE 2.1.3) MINIMUM #8 S.M.S. x 3/4" LONG NUMBER REQUIRED EQUAL TO BEAM DEPTH IN INCHES NOTE: EXTRUSIONS WITH INTERNAL SCREW BOSSES MAY BE CONNECTED WITH (2) #10 X 1-1/2" INTERNALL Y CARRIER BEAM TO BEAM CONNECTION SCALE: 1/4" = 1" ANGLE OR RECEIVING CHANNEL NOTE: EXTRUSIONS WITH INTERNAL SCREW BOSSES MAY BE CONNECTED WITH (2) #10 X 1 1/2" INTERNALL Y. MINIMUM #8 S.M.S. X 3/4" LONG NUMBER REQUIRED EQUAL TO BEAM DEPTH PRIMARY BEAM (SEE TABLE 2.1.1 AND/OR TABLE 2.1.2) UJ -J m ~ 0:: UJ (l, J: I-- (l, UJ C BEAM TO WALL CONNECTION: (2) 2" X 2" X 0.060" EXTERNALLY MOUNTED ANGLES ATTACHED TO WOOD WALL WITH MINIMUM (2) 3/8" X 2" LAG SCREWS PER SIDE OR (2) 1/4" X 21/4" CONCRETE ANCHORS TO CONCRETE OR MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3" (ALTERNATE) (1) 13/4" x 13/4" X 13/4" x 1/S"INTERNAL U-CLlP ATTACHED TO WOOD WALL WITH MINIMUM (3) 1/4" x 21/4" LAG SCREWS PER SIDE OR (3) 1/4" x 21/4" CONCRETE ANCHORS TO CONCRETE OR MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OR CANTILEVERED BEAM DEPTH LARGER THAN 3" CARRIER BEAM TO WALL CONNECTION SCALE: 1/4" = 1" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P.O. BOX 4366. SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE r Ut NNED. P r PAGE 65 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS ill ~ o I ill -' CD o ~ (!) z i= (f'J X ill SECTION 2 PAN OR COMPOSITE PANEL (SEE TABLES SECTION 7) TOP PLATE PT. OR WI VAPOR BARRIER @ ALUMINUM ROOF 2 x 4 TOP PLATE @ ROOF 2 x 2 ALUMINUM OR 2 x 4 LUMBER #2 S.P.F. (MIN.) SHEATHING: 7/16" O.S.B. OR 1/2" PLYWOOD WI STUDS 24" O.C. OR STRUCTURAL GRADE THERMAL PLY WI STUDS @ 16" O.C. 2 x 4 PRESSURE TREATED PLATE W/ 3/8" x 4-1/2" CONCRETE ANCHORS @ 4'-0" 0 C. (SEE SLAB DETAILS) ATTACH SHED OR ROOM WALL TO HOST STRUCTURE WI 1/4" x 3-1/4" TAPCONS @ 16" O.C. FOR MASONRY OR #16d COMMON @ 16" O.C. OR#10 x 3-1/2" FOR WOOD OR #10 x 2-1/2" , S.M.S, FOR 1 x 2 ALUMINUM OR #10 x 3-1/2" S.M.S. FOR 2 x 2 ALUMINUM SHED IS FRAMED FOUR WALL STRUCTURE OR ATTACHED TO HOST MAXIMUM FLOOR AREA 200 SQ. FT. FLOOR AREA GREATER THAN 200 SQ. FT. USE SECTION 4 POST AND BEAM DETAILS AND TABLES SECTION 2 FOOTING AND CONNECTION DETAILS SECTION 2 UTILITY SHED AND CARPORT WALL SECTION SCALE: 1/4" = 1'-0" 1. SHEDS AND UTILITY ROOMS BUILT UNDER SECTION 2 SPECIFICATIONS SHALL BE LIMITED TO 16 FT. IN ROOF SPAN DIRECTION AND 200 SQ. FT. MAXIMUM AREA 2. ALL WOOD FRAMING AND SHEATHING CONNECTIONS SHALL BE IN COMPLIANCE WITH STANDARD CODE 1997 CHAPTER 23, TABLE 2306.1 OR AS NOTED BELOW. CONNECTION FASTENER NUMBER I SPACING WALL SHEATHING 1/2" OR LESS #6 COMMON 6" O.C. EDGES AND 12" O.C. FIELD TOP OR SOLE PLATE TO STUD A. END NAIL #16 COMMON 2 B. TOE NAIL #8 COMMON 2 SEE CONNECTION DETAILS (SECTION 7) ~ ill ~ o I ill -' CD o ~ (!) z i= (f'J X ill Lawrence E. Bennett, P.E CIVIL ENGINEER - DEVELOPMENT CONSUL TANT po. BOX 4368. SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT. P E SEE CONNECTION DETAILS (SECTION 7) 12" x PAN (SEE TABLES SECTION 7) USE 'W' TO SELECT PAN FOR REQUIRED SPAN ---------- 'W1' VARIES- FOR FRONT BEAM USE L = W / 2+0VERHANG PAGE 55 SECTION 2 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS INTERNAL OR EXTERNAL RECEIVING CHANNEL SCALE: 1/4":;:: 1" 2" x 2" x 0,063" ANGLES <J INTERNAL OR EXTERNAL ANGLE CLIPS SCALE: 1/4":;:: 1" ALUMINUM TUBE COLUMN CONCRETE ANCHORS (SEE SCHEDULE) ~ EXTRUDED ALUMINUM BASE OR BREAK FORMED U-CUP ~- CORROSION RESISTIVE STEEL THRU BOLT PER SCHEDULE 4 CONCRETE SLAB OR FOOTING <J NOTE ATTACHMENT DETAILS SHOWN REQUIRE DIAGONAL BRACING FOR FREE-STANDING COVERS TUBE COLUMN BASE SCHEMATIC INTERNAL BASE SCALE: 1/4":;:: 1" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT PO BOX 4368, SOUTH DAYTONA, FL32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL PAGE @ COPYRIGHT 1999 60 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAVIkLNL.I I IllNM II P l ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2 PAN OR COMPOSITE PANEL ROOF o o 'oJ o l CENTER OF BRACE CONNECTION FOR START OR END OF BEAM SPAN KNEE BRACE NOT REQUIRED FOR ATTACHED STRUCTURES KNEE BRACE REQUIRED IF POST NOT SET IN CONCRETE FOOTING H-CHANNEL KNEE BRACE 2" x 3" x 0.050" KNEE BRACE WI (3) #10 x 1/2" EACH SIDE OF BEAM U-CHANNEL ON SIDE WI (3) #10 x 1/2" AND KNEE BRACE INTO POST AND (3) #10 x 1/2" EACH SIDE OF KNEE BRACE WI CORROSION RESISTIVE WASHER HEADED SCREWS KNEE BRACE TO POST DETAIL - BEAM PARALLEL TO ROOF SCALE 1/4" = 1" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL T ANT PO BOX 4368, SOUTH DAYTONA, FL 32' 21 TELEPHONE (9041 767-4774 FAX (904) 767.6556 SEAL @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT. P E PAGE 63 SECTION 2 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS ---------------- en w a::: ~ ROOF PANEL SEE SECTION 7 ANCHOR (SEE DETAIL FOR PAN OR COMPOSITE PANEL) FOR NUMBER OF BOLTS AND SIZE OF POST (SEE TABLE 2 , 3) BEAM AND POST SIZES (SEE TABLE 2.1.1, TABLE 2.1.2 AND I OR TABLE 2.2.1, TABLE 2.2.2) COLUMN NOTCHED TO SUIT SIDE NOTCH POST TO BEAM CONNECTION SCALE: 1/4" = 1" --- ---------------- en w C2 ROOF PANEL SEE SECTION 7 ~ SIDE BEAM :@ @ @ @ ANCHOR PER DETAIL FOR PAN OR COMPOSITE PANEL FOR NUMBER OF BOLTS AND SIZE OF POST (SEE TABLE 2.3) 1 3/4" x 1 3/4" x 0.063" RECEIVING CHANNEL THRU BOLTED TO POST WI THRU BOLTS FOR SIDE BEAM (SEE TABLE 2.3 FOR NUMBER OF BOLTS) CENTER NOTCH POST TO BEAM CONNECTION SCALE: 1/4" = 1" BEAM AND POST SIZES (SEE TABLE 2.1.1, TABLE 2.1.2 AND I OR TABLE 2.2.1, TABLE 2.2.2) COLUMN NOTCHED TO SUIT SEAL Lawrence E. Bennett, P.E. CIVIL ENGINEER. DEVELOPMENT CONSUL TANT POBOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 PAGE @ COPYRIGHT 1999 64 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT. P E SCREEN, VINYL & GLASS ROOMS .F.1'l~"'.ft'... Allowable Upright Heights Screen, Vinyl and Glass Rooms Aluminum Alloy 6063 T-6 2" x 2" x 0.055" Hollow Extrusion Wind Zone Load 102 M.P,H. I 110 M.P.H. I 120 M.P.H. I 125 M.P.H. I 140 M.P.H. Width Applied Load 19 # 'Sq. Fl. 23 # /Sq. Ft. 26 # 'Sq. Fl. 29 # /Sq. Ft. 36 # /Sq. Fl. 36" 12'.3" 11'-1" 10'-5" 9'-11" 8'.11" 42" 11'.4" 10'-3" 9'.8" g'-2" 8'-3" 48" 10'.7" g'.7" 9'-1" 8'-7" 1'-8" 54" 9'.11" 9'.1" 8'.6" 8'.1" 1'.3" 60" g'-6" 8'-7" 8'-1" 1'-8" 6'.11" 66" g'-O" 8'.2" T.g" 1'-4" 6'-7" 72" 8'.8" 1'.10" 1'-5" 6'-11" 6'-3" 78" 8'-4" 1'.7" 7'-1" . 6'-9" 6'.0" 84" 7'.11" 7'-3" 6'.10" 6'-6" 5'-10" 90" 7'.g" 7'.0" 6'.7" 6'-3" 5'.7" 2" x 3" x 0.050" Hollow Extrusion Wind Zone Load 102 M.PH. I 110 M.P.H. I 120 M,P.H. I 125 M.P.H. I 140 M.P.H. Width Applied Load 19 #I 'SQ. Ft. 23 #I 'Sq. Fl. 26 #I 'Sq. Ft. 29 #I 'Sq. Fl. 36 # 'Sq. Ft. 36" 16'.10' 15.3' 14-4" 13. ~. 12'.3" 42" 15.7 14 -2" 13'-4. i 2'.7" 11'.4" 48" 14'.,' 13'.3' 12.5' 11 os. 10'.7" 54" 13'.9. 12'-6" 11<1" 11'.1 9'.11. 60" 13'.0" 11'.10" 11'.2" 10'.6" 9'.6" 66" 12'.5" 11'-3" 10'.7" 10'.1' g'.O" 72" 11'.11" 10'.10" 10'.2" g'.7" 8'.8" 78" 11'-5" 10'-5" g'-g" 9'-3" 8'-4" 84" 11'.0" 10'.0" g'.5" 8'-11" 1:1'.0" 90" 10'.8" 9'.8" 9'.1" 8'.{" 7'.g" 2" x 4" x 0.050" Hollow Extrusion Wind Zone Load 102 M.P.H. I 110 M.P.H. I 120M.P.H. I 125 M.P.H. I 140 M.P.H. Width Applied Load 19 # /SQ. Fl. 23 # /Sq. Ft. 26 # /Sq. Ft. 29 # /Sq. Ft. 36 # 'Sq. Fl. 36" 20'.g" 18'.11" 17'.g" 16'10" 15'.1" 42" 19'.3' 17'-6" 16'-5" 15'.7" 13'.11" 48" 17'.11 " 16'-4" 15'.5" 14'.7" 13'.1" 54" 15'-11" 15'.5" 14'.6" 13'.9" 12.4" 60" 15.1" 14'.8" 13'.9" 13'.0" 11'.8" 66' 1fj'.4" 13'- ~ 1" 13'.1" 12'.5" 11-2" 72" 14'.8" 13'.4 12'-7" i1-11' 10'.8" 78" 14'.1 12.10 12.1 . 1 1'-5' !0',3' 84" 13'-7" 12'.4. 11'.8' 11'.0" 9'.11" 90" 13'-2' 11.11' 11'.3" 10'.8" g'.7" Notes: Glass Rooms The addition of aluminum frame windows with glass panes that are designed to 110 M P H wind load requirements to the above upright sizes increases the str~ngth so that add:tlonal framing IS not required Using screen panel Width "W' (See typical glass rOOm drawing.). select upnght required from the maximum height allowed for each extrusion. Screen Splines on 3" side extrusion turned with 3" side parallel to sole plate Lawrence E. Benn~tt, P..E. CIVIL ENGINEER. DEVELOPMENT CONSUL TANT P.O. BOX 4368, SOUTH DAYTONA, Fl32121 TELEPHONE (904) 767-4774 FAX (904) 767.6556 @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P E SECTION 3 SEAL PAGE 93 ~Adams 3 PJ)HT Carbonless '.J'_~ 3d 18-oeJ PROPOSAL...... . -....., . ,. ....--... :'",,,, ~ .~...~.- ,- .,~,"'..."...... '~".~.........,C"''''''''''' .~~ __ ',~ ...... _ _.' ....~..' "'~~ .,> fA A TO Z ALUMINUM PRODUCTS Customized Room Additions "Just Call We 00 h All." 727-857-1234 -loi~oPOSAL NO-ODS 2 o;HEET NO. DATE PROPOSAL SUBMITTED TO NAM WORK TO BE PERFORMED AT r ADDRESS DATE OF PLANS PHONl: NO. 5~1 ARCHITECT ----------_.,'"~ -~"'~~'_.- We hereby propose to furnish the materials and perform the labor necess<1ry for the completion of 56-n_nl3('C)3~~ --1 I '1 7k ck~--_m -4-~52Xi:J~7/0 ;;;r All material is guaranteed to be as specified, and the above work to be performed in accordance with the drawings and specifi- cations submitted for above work and completed in a substantial workmanlike manner for the sum of Any alteration or deViation from above specifications involving extra costs will be executed only upon wntkn order. ~Ila will become an extra charge over and above the estim<Jte, All djrl.:l:rlh,;;lL contingent upon strikes, ac- cidents, or delays beyond our COllllol Respectfully submitted with payments to be made as follows, Per Note- This proposal may be withdrawn by us if not accepted within_ days Signature work ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are satisfactory and are hereby ac as specified. Payments will be made as outlined above. Date Signature r:AddlllS NC 3818-50 MADE IN USA Proposal