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Home My WebLink About98-7404 BUILDING PERMIT 7404 13 CITY OF ZEPHYRHILLS (813) 788-6611 Permit Date /-{)J-7~ ~~--"J ELECTRICAL PLUMBING MECHANICAL ::::::::~e'6 t~~ l!I;r~ Parcell.D. # 0).- B--h -:J../- . CJ J-O -." e /J...3 dO - CJ c.J/ 0 Sewer Conn Water Conn: Water Meter: T.I.F.'s: Zoning: ~nergy Code: f'(" ~ Description of Work _ _~ C;?t:7A-\ - , Radon Gas: NO OCCUPANCY BEFORE C.O. FINAL Complete Plans. Specifications and Fee Must Accompany Application. C.O. All work shall be performed in accordance with City Codes and Ordinances. DATE Inspector :, City License Registration # State Certified License# J5> 'r , Permit Fee Signature Company Address Telephone# ~~ '.5 :v~ Valuation or Contract Price 9 '7d. ~ r;? c;- ~ 0 .L,~ BUILDING ELECTRICAL PLUMBING MECHANICAL Ftr. Pre SLB Lintel FRM. Insul. CL WL Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final SLB Tub Set Water Sewer Final Breakers Ducts Insl. Compressor Final Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($""'S.O(}tshall be made for each trip for each trade: ~-:cJ'2) 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 DEPARTMENT "f( l.f( , .../-" g,3 '7 r;f6 PHONE ? F? -() {; 3 .z.. OWNER'S NAME (lf6/c! A !/tr} OWNER'S ADDRESS C;;;f~ ,^~V,?,/ ~ JOB ADDRESS Y>t? /~ LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION (),/C5/~ O ;a PARCEL I. D.' . Z - Z 6 2. ,; - /:' d 2' t:I ,- 0 cJ ;3 tJ -{XJ (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPOSED:_New Construction _Addition ---..Alteration --.Repair ~Install _Sign _Hove _Deaolish PROPOSED USE: _Single Faaily _H/F _' of Units ----.Jt/H _eo..ercial _Indust. _Swia. Pool _Other DESCRIPTION OF WORK: _Restaurant & Health Department Approval ;j# 7/7 ~ Jc ~~/?, ~C?~ ?c~. /'11 71 I( Square Feet. t Height BUILDING SIZE: RESIDENTIAL : COMMERCIAL : ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORKS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. PERMITS REOUESTED _BUILDING $ Valuation of Total Construction _ELECTRICAL AMP Service Florida Power Corp. W.R.E.C. ~CBAIflCAL $ Valuation of Hechanical Installation _PLuttBING GAS ROOFING SPECIALTY TYPE OF CONSTRUCTION: _Block _Fraae _Steel Other FIliISBED FLOOR ELEVATIONS: FT. IS PROJECT IN FLOOD ZONE AREA? YES NO ****************************************** BUTI.DER QBlTIlA'::;ECTk'JC? ~~/')?~ / / State Cert. or Regist.' 0'0 J'c:JCI )/7 ,t.-;Cy City License Registration' 5.3 y *********************************** Signature ELECTRICIAN COMPANY State Cert. or Regist. , City License Registration . ****************************************** SianAture PLUMBER COMPANY State Cert. or Regist. . City License Registration . ****************************************** Signature MECHANICAL COMPANY State Cert. or Regist. t City License Registration . ****************************************** Signature OTRRR COMPANY State Cert. or Regist. t City License Registration t ****************************************** Signature APPLICATION APPROVED BY PERMIT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this perlit lay be subject to "deed restrictions" which lay be lOre restrictive than City regulations. The undersigned assWles responsibility for cOlpliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CON'l'RAC'l'OU UESPONSIBILITIES 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 liy be cited for a lisdeleanor violation under state law. If the owner or intended contractor are uncertain as to what licenSing requirelents lay apply (or the intended work, they are advised to contact the City of Zephyrhills Building Departlent, (813) 788-6611. FurtherlOre, 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 wbich tbey will be responsible. Jf you, as the owner sign as the contractor, you are indicating tbat you, rather tban the contractor, are responsible for tbe work. If the contractor wishes Jou to sign as contractor that lay 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 U'!'ILITY CONNECTION FEES " D. CONSTRUC'I'ION LIEN Lt\W (CHAPTER 713, FLORIDA STATUTES., AS AMENDED) I certify that I, the applicant, bave been provided witb a copy of "Florida's Construction Lien Law _ HOIeDWDer's Protection Guide" prepared by the Florida Departlent of Agriculture and ConsWler Affairs. If the applicant is soaeone other than the "owner", I certify tbat I bave obtained a copy of the above described doeulent and prolise in good faith to deliver it to the "owner" prior to COllenCelent. E. CONTRACTOR' S/OWNER' S AFFIDAVI'I' I certify that all the inforlation in this application is accurate and that all work will be done in cOlpliance with all applicable laws regulating construction, Joning, and land developlent. I Application is bereby lade to obtain a perlit to do work and instailation as indicated. I certify that no wor1 or installation has cOllenced prior to issuance of a perlit and that all work will be perforled to leet standards of all laws regulating construction, City codes, Joning regulations, and land developaent regulations in the jurisdiction. I also certify that I understand that the regulations of other goverDlental agencies lay apply to the intended wort, and that it is IY responsibility to identify what actions I lust take. to be in cOlpliance. Such agencies include but are not lilited to: I Departlent of BnviroRlental Regulation - Cypress Bayheads, Wetland Areas and BnviroRlentally Sensitive Lands, Water/Wastewater Treatlent I Southwest Florida Water Hanagelent District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses I Arl' Corps of Engineers - Seawalls, Docks, Havigable Waterways I Deparllent of Health' Rehabilitative Services, EnvirODlental Health Unit - Wells, Wastewater !reallent, Septic lanks I US EnvirODlental Protection Agency - Asbestos abatelent I also certify that, if fill lateriaI is to be used in Flood Zone "A" or "A,etc.", it is understood tbat a drainage plan addressing a "cOlpensating vol Ole " will be sub.itted which is prepared by a professional engineer registered in the State of Florida prior to per.it. issuance. . A perlit issued shall be construed to be a license to proceed with the work and not as autbarity to violate, cancel alter, or Bet aside any provisions of the technical codes, nor shall is~u~nce of a perlit prevent the Building Official frOl thereafter requiring a correction of errors in plans, construction, or violations of any code. Ivery perlit issued shall beCOle invalid unless the work authorized by such perlit is cOllenced within six IOnths of issuance, or if work authoriled by the peflit is suspended or abandoned for a period of si1lOntbs after the till! tbe work is co.enced. One 90 day 81tension of tile, ., be allowed for the perlit with fee charge of '15.00. The extension shall be requested in writing to the Building Official. An approved inspection lust be logged during eacb sil IOnth period, or the project will be considered abandoned. WARlfING TO OIIHER: YOUR FAILURE TO RECORD A NOTICE OF COMHBNCKHEffT HAY RESULT IH YOUR PAYIHG !WICE FOR IHPROVlllEIIS 10 YOUR PROPERTY. IF YOU IHTEND TO OBTAIH FINAHCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORB RECORDING YOUR NOTICE OF awu~NT. :;::;::Aun ~ Nm ro _0 W -Z:V ~d~ SI~R OR AGIIIIT / . SIGllAT/JJIJl: ClllITRACI1II / , I STATB OF FLORIDA COUffTY OF The foregOing instrument before me this was acknOWledged , 19_ by STATB OF FLORIDA ~1>;) (' . COUNTY OF CJ The foregOing instrument before me this was aCknowledged , 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 SCREEN, VINYL & GLASS ROOMS SECTION 3 "-.-. Table 3.2: Allowable Post/Upright Heights for Screen, Vinyl and Glass Rooms, Hollow, Snap and Self-Mating Extrusions Aluminum Alloy 6063 T-6 ~---- , - ,- ----- !=r~~aI~ath = PostlliprlghtSpaclng---- -- - - --.~ -l i Hollow Sections : 36" r.42~~~I~48'~-~~,;-T~cj~i-~- 72~;-T8~'-T - 90'~~ I i Allowable Height "H" [Span] [2"i2" x 0.044-..----- ---- t. j'--10~?'-3-;~l E?'-10'~ 6-'~5"-r6'~1-;'_j~'-10"j~ f!...-7" .1_ 5~~" 5'-2" 4'-11" '3~ ,a..x.O.OSO" ** - j 10'-5" j' 9'-8" 9'-0" 1 8'-6" 8'.1" 7'-9" 7'-5']7'-1" 6'-10" 6'-7" ~.. x _3"-~-0.0~0''- : "1'-3"- L 1~6~-5" +- 9'-9" 1 9'-2" 8'-~"-- ~~-4" 1 jo~1}~ ~f'~~" _ ~~~- 7'-1" lr:-;_:::.= ~:~~~:: **1 ~_~:~~::t\O~~~T' ~~:~~::i 19~~~~'" L1~:~r~~,118~~~" 9~~~~j_-~~~v."~r~:~~:: :~~~',,~ ** Note: Screen splines on 3" side - extrusion turned wI 3" side parallel to sole plate. Snap Sections ]-T-- f 3~~'_L~~" LoaclWiclth = POSi/UpililhfSpaclng-U .--- -I 48" .L~~" ~], ..~(eI~6"_J' 72"~_L!~'~~1 90" Allowable Height "H" [Span] 8'.0" 7'-7" 7'-2"] 6'-10" l6'-6';-T6'-3" , j ,6'-1" 5'~10" . 10'-6" 9'-11" 9'-5" - 8'-1-1"8'-7"-~- 8':3" 1'-11" 7'-8" i 13'-3" 12'-~" 11'-16"_11'~~" J1Q'=9~j1.Q'-4"9'-11" 9;~8r;J I '2" x 2" x 0.044" lf2'~ x 3" x 0.045" 2" x 4" x 0.045" -.-"-- - . 9'_3" 8'-7" I, 112'-2" 11'.3" i 15'-3" 14'.1" '-.- - L - - Load Width = Post/Upright SpilcTng - - - - - - - - l Self-Mating Sections ~_ -3_~"-_I_~~.-'J~18~~.54"_] !o"-l~~~:__[r~" 1_ 7~" l_~4".I~~~~ I - - - - --- -- ~lIowa~~ tleight....H.. [Span] 1 2" x 4" xO.055"x 0.12" 117'-11" 16'-8"T15'-7;,l' 14'-8"T13'-11" 13'-4"112'-9" 12'-3" ~1-;p:.5'-'-- 12" x 6" x 0.055" x 0.12" :24'-11" ?3~~' t2f'=-~-';. -20~=$~119'~" ~18'~~"! 1?~-:.~ 16'-!!" .,_6~-<4" '1~=-1_q' [~:~?;')(_f.!.().62"xO~1~:_ +-27~-4" ?5~~'~+2~-~~ 1.?~-4~'! ~1'-2" 20'-2'~'-4" 18'-7" 17'-11,t17'-4" 2" x_~")( O.O?~~~ Q.22.4" 3~'-2" 33'~:i ~1'~" 29':6~'i 28'-0"i.?~~:~~~_25'-r".1~<4'~?:~-?3'~8"T2~'-19"j 2" x 9" x 0.070" x 0.224" 40'-2" 37'-2" 34'-9" I 32'-9" t 31'-1" t 29'.8" I 28'-5" I 27'-3" 26'-3" I 25'-5" , ri-X-9" x 0.070" x 0.310" ,44"~8-;' 41'4" ~ 38'-8,,136'-5"-[ 34'-7"132'-11"r 31'-i' t 30'-4" [29'-3"; 28'-3": Maximum chair rail spacing is 6'-8" o.C. Thus with chair rail @ 2'-6" the maximum wall height without additional chair rail is 9'-2". 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 strength so that additional framing is not required. Using screen panel width lOW' (See typical glass room drawing.), select upright required from the maximum height allowed for each extrusion. I '",-, Lawrence E. Bennett, P.E. avL ENGI'EER - DEVB.OAENT CONSCL TANT P.O. BOX 43ll8, SOUTH DAYTONA, FL 32121 TB..EPHOtE (804) 787-4774 FAX (804) 787-l16l58 SEAL @ COPYRIGHT 1997 NOT TO BE REPRODUC8) IN WHOlE OR N PART wrTHOUT nE WRrTlCN PERMISSION OF LAWRENCE E. BENE1T, P.E. PAGE 75 SCREEN, VINYL & GLASS ROOMS SECTION 3 "-./- SB..ECT EDGE BEAM TABLE 3.1 ~ ROOF 3-V2" SLAB ON GRADE OR RAISED FOOTr-JG '-- L W ----; FOR MAX. l.PRIGHT LENGTH l' x 2" V ARES NO MAX. (a.EV. SLAB OR ON GRADE) l ::t: 1 TYPICAL GLASS ROOM WITH SOLD ROOF. TYPICAL FRONT YEW FRAMtK3 . (I-EIGHT OF lPRIGHT IS MEASURED FROM TOP OF 1"x2. PLATE TO BOTTOM OF WALL BEAM) AL TERNA TE CONNECllON AT FASCIA ALLOWED SEE SECTION 7 FOR DET ALS LOAD WDTH FOR ROOF PAtELS SOlD ROOF ILW~l I I P/2 -t-- P/2 ~~ -- SIZE BEAM AI'I) COl~ PER TABLES j, OJ-!. EXlSTm STRUC~ ""-- . P . PRo.ECllON FROM BLDG. L W · LOAD WIlTH , VARES L P VARES --l TYPICAL SCREEN / GLASS ROOM NOTES: ANCHOR l' x 2" OPEN BACK EXTRUSION WITH 1/4.x2-V4" CONCRETE FASTEtI:R MAXMJM OF 2'-0. ON CENTER AND ~ 6" OF lFRJGHT ANCHOR 1" x 2" TO WAll WITH 2- V2" .10 SH:ET METAL SCREWS WITH WASHERS 2'-0" ON CENTER. ANCHOR BEAM AN) COL~ NTERNALlY OR WTH ANCHOR CLPS AI'I) .10 SCREWS AI'I) WAStERS. MNMUM SlAB TIfCKNESS FOR SLAB ON GRADE IS 3- V2" CONCRETE. Sa.ECT FRONT WALl BEAM FROM TABLE USNG LARGER .A" VALUE OF P/2 OR P/2 + OJ-!. -P. IS CLEAR DISTANCE FROM HOST STRUCTURE TO FRONT WAll BEAM ~ Lawrence E. Bennett, P.E. avI. ENG#EER - DEVELOPPENT CONSU..TANT P.O. BOX 4388, SOOTH DAYTONA, FL 32121 TELEPHOtE (904) 787-4n4 FAX (904) 787-856e SEAL @ COPYRIGHT 1997 NOT TO BE REPROOUCEP N WHOlE OR N PART wmtOUT TIE WRrTTEN PEFlM8SION OF LAWRENCE E. BEfoH:TT, P.E. PAGE 63 SCREEN, VINYL & GLASS ROOMS "'-- ANCHOR r x 2" xO.044" PLATE TO CONCRETE WITH V4" x 2-V2" CONCRETE ANCHORS WITHN 6" OF EACH SI)E OF EACH POST AJII) 24" O.C. MAX. MN. 3-V2" SLAB 2500 PSI CONC. 6x6-1Ox10 W.WM OR FBER ~SH <l SECTION 3 !-EADER BEAM (2) #10 x r St-EET t.l:T AL SCREW NTO SCREW SlOTS ,. x 2. EXTRUSION 1-VS" MN. 1\1 CONCRETE VAPOR BARRER lJN)ER CONCRETE HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAL 2" x 2" OR 2" x 3" OR 2" 8MB POST '- ANCHOR r x To x 0.044" PLATE TO CONCRETE WITH V4. x 2-V2. CONCRETE ANCHORS WITHIN 6" OF EACH SI)E OF EACH POST AT 24. D.C. MAX. OR Tl-AOUGH ANGLE AT 24. O.C. MAX. MN. 3-V2" SLAB 2500 PSI CONC. 6x6-1Ox1O W.WM OR FBER ~SH o 0 (4) #10 x V2" SMS. EACH SDE OF POST !-EADER BEAM o 0 ---______ H-BAR OR GUSSET PLATE 2" x 2. x VS" ANGLE EACH SI)E ATTACH TO POST AND CONCRETE ^ T LOAD BEARf.IG WALL WITH (2) #10 x V2" SMS. EACH SDE r x 2. EXTRUSION 1-VS" MN. 1\1 CONCRETE VAPOR BARRER SELF-MATING POST TO BASE AND SELF-MATING POST TO BEAM DETAIL L / Lawrence E. Bennett, P.E. aVI. ENGN:ER - DEVaOPAENT CONSU.. TANT P.O. BOX <4388, SOlIT1-t PAYTONA, Fl 32121 TEl..EPHOtE (804) 787-4774 FAX (904) 787-~ SEAL @ COPYRIGHT 1997 NOT TO BE REPROPlJCED N WHOLE OR N PART WI1llOUT TIE WRITTEN PERM5SION OF LAWRENCE E. BENETT, P.E. 4. PAGE 65 SECTION 3 EDGE BEAM r x 2" x 0.044" OPEN BACK ATTActED TO FRONT POST WITH #10 x 2" SMS. MAX. 6" FROM EACH ~ At>.D 24" O.C. FRONT WALL ~ CQMJOSITE ROOF PAtELS: (4) 114" x 4" LAG BOLTS WITH WITH 1-114" FEN>ER WAStERS PER 4'-0" PAtEL ACROSS THE FRONT At>.D 24" O.C. ALONG SlOES (WALK-ON) SCREEN, VINYL & GLASS ROOMS 2" x 2" OR 2" x 3" HOLLOW SEE SPAN TABLE !-EADER ~ RAL AND KICK PLATE 2" x 2" x 0.044" HOlLOW RAL I POST ATTActED TO BOTTOM -~--- WITH MN. (2) #10 x 1-112" S.M.S. -l 1\1 SCREW BOSSES EXISTIIIG SLAB MAY BE USED F ~ III GOOD COt>.DlTlON AND APPROVED BY TtE BlJI..DN3 OFFICIAL (1) HI.. n 112" x 3-112" KBI- BOLTS APPROVED FOR 665# . lRFT WITH S10 PLATED CUT STEEL WASHER (1) 3/S" BOLT FOR 3" POST (2) 3/S" BOLTS FOR 3" x 4" POST - o o 1 44 TYPICAL CORNER DET AL SIDE WALL HEADER ATTACHED TO r x 2" x 0.044" OPEN BACK WITH MIll. (2)#10 x 1-1/2" SMS. SIDE WALL PURLINS ATTACHED TO r x 2" x 0.044" OPEN BACK WITH MIll. (2) #10 x 1-1/2" S.M.S. IN SCREW BOSSES SIDE WALL PURLNS ATTACHED TO r x 2" x 0.044" OPEN BACK WITH MN. (2) #10 x 1-1/2" S.M.S. III SCREW BOSSES FRONT AND SIDE BOTTOM RALS ATTACHED TO CONCRETE WITH 1/4" x 2-1/4" MASONRY QlICK SET AT 6" FROM EACH POST AND 24" ON CENTER MAX. AND WALLS A MIN. 1" FROM EDGE OF CONCRETE / RISER PANELS: (3) #8 x 1/2" S.M.S. PER 12. PANEL Z ---! HEADER ATTACHED TO POST WITH MN. (2) #10 x 1-112" S.M.S. IN SCREW BOSSES .~l 7 2" x 2", 2" x 3" OR 3" x 2. HOLLOW '--" :J SEE SPAN TABLES FOR SNAP EXmUSIONS CHAIR RAL ATTACHED TO POST WITH MIN. (2) #10 x 1-1/2" SMS. III SCREW BOSSES TYPICAL UPRIGHT DET AL Lawrence E. Bennett, P.E. CIVL ENGItEER - DEVaOPMENT CONStL TANT P.O. DOX 4388, SOUTH DAYTONA, FL 32121 TEl..EPHClfE (904) 787-4774 FAX (904) 787-8558 SEAL PAGE 1"x2"xO.044" OPEN BACK BOTTOM RAL 114" x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O.C. MAX. 66 @ COPYRIGHT 1997 NOT TO BE REPRODUCED N WHOLE OR N PART wmtOUT TIE WRITTEN PBNSSION OF LAWRENCE E. BENETT. P.E. SECTION 3 SCREEN, VINYL & GLASS ROOMS Allowable Beam Spans - Hollow Extrusions for Screen and/or Vinyl [Open] Rooms with Solid Roofs Aluminum Alloy 6063 T -6 k~:~::~~::=- ...f. 1:~~~Ztl~~1~::-~;1. ~31~1:~!l261;~ :~~ r~i~~[~~~ . LOaY:dlh12"1~O.Ol_ 5~;~~" _+ ::~]:-:u+::__ ~:~:~- -i=::~: .1 :---------.r---- 5'-5": 4'::11"-- ~ 4'-8" u4'-4"-+--- 3'-11"-- --1 i----~..~---8i---~'-~------.. . -5-t~Oii --r------~----4'.:.8ii-.---------r ~ 4-i~'i ----r----.------4.~1"--- -----~-..-- 3'_8" ------..-i f- 9'--~ _ t. ----4.~5"---- .t.. . 4'.1" -r-- 3.~fOTl----r_-- 3'-6"-- --, [.-----10'-----. ::~:: ~----4':.2"---t 3'-10"3-'-8" -- u+---3'~3" ~--------'f1'-------- - . - 4'-4" - --+ 3'...11" t 3'-8" 3'-6-" 1--3'_2"- ~--- 12'---- _ . + _ 4'.1" .._ I. 3'_9" I . 3'-6" 1 3'-4" 2'.11" ~.. ___ LOclifW_-Idfh _ _ - +-2" x3" x 0.050" lilt 13. earn or 2")( 3" x 0.050" -. - L__ -- - _u__ 5' - 1- 8'-9" 8'-0" 7'-6'; 7'-1" 6'-4" ,- 6' 7'-11" 7'-4" 6'-10" 6'-5" 5'-10" : 7' 7'-4" 6'-9" 6'-4" 5'-11" 5'-4" 8' I 6'-11" 6'-4" 5'-11" 5'-1" 5'-0" 9' I 6'-6" 5'-11" 5'-7" 5'-3" 4'-9" ------- -10' - -- - --t-- 6'-2" 5'-8" 5'-4" 4'-11" 4'-6" ----11",00 _un i- 5'-10"5'-0"- j 5'_1"4'_9';- 4':"3"-1 ------12'-------- - 5'-7" 5'-2" I 4'-10" 4'-7" - 4'-1" LoadWTdfil-- I --2"i 3"x 0]5"fO"----- _L u_-S'-------.j--10._5" -1 n 9'-7" 8'-11" 6' '9'-6" 1- 8'-9" 8'-2" .,' t" - - 8;~9" I "8'_1'; .- 7'-6" --.-..--. ----8'-_-..------- t-.n_-.nnn_8'~2"---t- ~ -'t:"r'~~-- -7'_1" -===--1~:-=~----._~- -~=;~:: ---t ~;~-~:;.-.- ---~:j:;- ----- 1i--' ~~_~r --t - ~:~~::-- ,~:~~:: _ __L _____ .._ _ _._._ __ ._ Load Width 2" x 4" x 0.050" Tilt Beam or 2" x 4" x 0.050" -5' - 10'-8" 9'-1()" 9'_2" 6' _ .._9'_8" _m_8~-_11~ __ fl'~" "--- --.,'------- 8'-1T" 8'-3" 7'-9" 8' 8'-5" i 7'-9" 7'-3" 9' 7'-11" i 7'-4" 6'-10" 10' -; 7'-6"1 6'-11" 6'-6" 11' 7'-2" 6'-7" 6'-2" 12' 6'-10" 6'-4" 5'-11" Table 3.1.1: 1= I I 8'_5" 7'-8" 7'-fl' -- --S'-8"- 6'...3"- 6'_11" 5'-8" 5'-6" =I~- ==~!~i' 5'-1" 4'-11" ]'-9" 7':"1" .6....1'.. 6'-1" 5'-9" 5'-6" 5'-3" 5'_0" Example: For 2" x 2" x 0.044" Extrusion beam span is distance between uprights; to enter table roof panel projection of 14'-0" find load width; L.W. = 14'/2 + 2' D.H. = 9' Enter table on left under load width. Load Width = 9'-0" and read span under appropriate load; Live Load @ 17 # / Sq.Ft. /102 M.P.H. Load Beam Span = 4" - 9" Note: Tables assume extrusion oriented with longer extrusion dimension parallel to applied load. Lawrence E" Bennett, P.E" CJIII. !!MiNER - llEVELOPIENT CONI!JU..TANT P.O. BOX 4388, SOUTH DAYTONA, FL 32121 TELEPHOtE (904) 787-4774 FAX (904) 787-8558 SEAL PAGE 8'_7" 7':"10" T-- -- 1'...3" - I 6'-10" 6'-5" 6'-1" 5'-10" 5'-7" 70 @ COPYRIGHT 1997 NOT TO BE REPRODlJCa) N WHOLE OR N PART WITHOUT TIE WFITTEN PERMSlION OF LAWRENCE E. 1lENETT, P.E. '2 ~ ~OZC( rl/.. f ,7 &; 2~2 / , "';: /'./ sr/ r/ ,'/ "', - &7 J U' \5 /' 1 rr Pi --- I-----------} ~ zV,ozi !, r( /;cr /2 ~I (q/{OI1 '" (" r/' iff 1.J z ().. LJ { ________ 3 ~ ,[ ;X2- / ,~I 1 ~ CITY OF ZEPHYRHILLS BUILDING DEPARTMENT OWNER C(/Io/'</ 4~'/1'/;-> JOB LOCATION 0//6 /ftJyf/ 7.1, hI! ~.f'/'4 /) . # 02 - 2& - 2/ -- (?()20 ~6t1 .?C',c1- u{:J/CI PARCEL I.D. SIION ALL EXISTING & PROPOSED STRUCTURESrGIVING DIHENSIONS & SETBACKS. /~ '\ UTILITY BUILDINGS MUST SHOW SIZE & FOUNDATION INFOR- MATION. \ ~ ex. flrct IZYfp fA- COCf'c ~ LX. (/)f!'o(! Lf P ~!Z ~Z'1i Pr%fer! ~/ /J SI/? 22X7 ,.-/ b - - - - - - - - . "- vj ~ -" FRONT PRoPER'ry LINE (NOTE EXAMPLES 1 & 2) S'rREE'I' Ii;! ( (, 1. SETBACKS FOR Rl, R2 ZONING 60' 10' P E R X 0 I 10' P S 10' 0 T 1 0' S I E N D G 20' FRONT PROPERTY LINE ~L IZ (}'ytT ( ,C?;, 2. SETBACKS FOR R3 ZONING 60' ~ 10' 10' EXISTING 10' PROPOSED 20'SGL FAM 30'DUPLEX FRONT PROPERTY LINE \\\ 1 0' PROPOSAL 7?cf-oc,{Y ~-__ RJ's ALUMINUM & MASONRY CONTRACTOR PROPOSAL SUBMITTED TO 47/' .41eyL'/"Y ? 6~//6 !?cyq / 2 ~/~/'~-L Z~~/4~/u Pi / NAME, STREET, 37912 7th Avenue Zephyrhills, Fla. 34248 Phone: (813) 788-3741 CITY, STATE, We hereby submit specifications and estimates for In 5/q II 2L // .. 1 P7 ~ fct/ Q l- f) 00 r Fe { ft1,:.; f' e C )C /e rn ;{(j()/Y) 22. k i bolftJfr1 0;:' Roo/?l C/-# 13r:; /q,tce (dtJ! ;JY1) :7#Y~ f<-;,?~ ,/ /70, de/" -- J::.6;;Jv ~r- cc;yd/r-c/ J V I-)t /9# o/~~_ We hereby propose to furnish labor and materials ., complete in accordance with the above specifications, for the sum of: 2 Q!!!!- ---- _________._dollars ($ 7() . ) with payment to be made as follows, c~ cd .-P~ C//c:?""? , coy4h~q_ s--tJ;? All material is guaranteed to be as specified. All work to be completed in a work manlike manner according to standard practices. Any alteration or deviation from above specifications involving extra costs, will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. This proposal subject to acceptance within J c:' days and is void thereafter at the option of the undersigned Authorized Signature ~dr ----~-----~--- --~--_.~-- ---- ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are hereby accepted. as outlined above, Y:~~:~"t~'~~f~~'~ m.d. ACCEPTED: 1-'" /)-/f Dale I" r:z j. ~\/)t.-v foclb ~~c ~ x X BLDG-. 37. s-o P Luw1 f2.:> . ::,M f..Gt-t. . €-LfC. , CoNNfLc..-'TlD~ .----=: " . Cf( I~t.') \ T (~, -r -Cuyr:\-L 37.50 , II RACbN &AS ,J /IJ ~1. F1:" ::. lR:I1N S pcr'2- LA: l( 0 N ({;l/t pAC l f ll: t2. s ~ ' 1 .. , .. . CSct. r: +._- ~q. F+.