The URL can be used to link to this page

Home My WebLink About97-6793 BUILDING PERMIT CITY OF ZEPHYRHILLS (813) 788-6611 Permit N! -- 679313 Date " -/~-7''} _..-._~~ ~;UILDIN~ ELECTRICAL PLUMBING MECHANICAL Sewer Conn Pmperty Own." ~ U~ Job Address: ~--- 9 - /;;L -h-. Water Conn: Water Meter: T.I.F.'s: Parcell.D. # Zoning: tl Energy Code: Description of Work ~ ~ ~ Radon Gas: ~/~A~~ FINAL 7 DATE C.O. DATE R '7 Inspector NO OCCUPANCY BEFORE C.O. Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. City license Registration # State Certified license# Pe'm;t Fee (;fh< ~ Signature -A ~ 'Mm Company Address Telephone# Valuation or Contract Price ~ If J.s -: c7v /r i3aJAA ~ BUILDING ELECTRICAL PLUMBING MECHANICAL Ftr. lQ- ~-<f'1 fLU;1 Pre SLB to -\C1~Cf'l Il~ 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 ($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. OWNER CITY OF ZEPHYRHILLS BUILDING TofJ1 Co I ~ oC1/ eX / ~-jI-) 5t- DEPARTMENT JOB LOCATION PARCEL 1.D.'# SHOH ALL EXISTING & PROPOSED STRUCTURRS GIVING DIMENSIONS & SETBACKS. "- ~ .~ JI~I ALLEYWAY ACCESS FOR GARAGE OR CARPORT 15 FOOT SETBACK REQUIRED. -I ;' - ~ - - - -'I r . . /21 1 i I --'- +- 'tt./~ ~Y:16-tzn5 Ii- f)rI) c:., UTILITY BqILDINGS MUST SHOW SIZE & FOUNDATION INFOR- MATION. FRONT PROPERTY LINE (NOTE EXAMPLES 1 & 2) STREET ~.~ 5free[ 1. SETBACKS FOR R1, R2 ZONING 60' 10' p E- R X 0 I 10' P S 10' 0 T S I E N D G 20' 2. SETBACKS FOR R3 ZONING 60' 1 0' 10' 10' EXISTING 10' PROPOSED 20'SGL FAA 30'DUPLEX 1 0' FRONT PROPERTY LINE FRONT PROPERTY LINE APPLICATION FOR PERMIT CITY OF ZEPHYRBILLS BUILDING DEPARTMENT OWNER'S NAME TorY) Co Ie- ('11 I ~ I () ~ PHONE 7~:J. - ~ 535 OWNER'S ADDRESS 6+ JOB ADDRESS LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION PARCEL I. D. f WORK PROPOSED:_New Construction VAddition ---.J\1teration _Repair _Install _Sign _Hove _DeJIOlish PROPOSED USE: ~ogle FUlily _H/F _, of Units _HID - _eo..ercial _Indust. _Swia. Pool _Other (OBTAIN FROH PROPERTY TAX NOTICE) _Restaurant & Dealth Departaent Approval DESCRIPTION OF WORK: 0CY'e€K"\ ~OYV\ W / C-onClre~ BUILDING SIZE: ~~, Ie;';; Square Feet, ~~ 'I D~ight RESIDEIITIAL: A~l& ~2{ ~T PLAIIS " (2) SETS OF BUILDING PLAIIS " (1) SET ElIERGY FOllIIS. COMMERCIAL ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. ~UlLDING $ !)~ 35tJ3, PERMITS REOUESTED Valuation of Total Construction _ELECTRICAL AMP Service Florida Power Corp. W.R.E.C. _MECHANICAL $ Valuation of Mechanical Installation _PLUKBING GAS ROOFING SPECIALTY TYPE OF CONSTRUCTION: _Block _FrUle _Steel Other FIlfISBED FLOOR ELEVATIONS: F1' . IS PROJECT IN FLOOD ZONE AREA? ****************************************** YES NO Bun .DER CONTRACTOR SECTIO~ COMPANY hy 3 State Cert. or Regist. f City License Registration f ****************************************** Signature ELECTRICIAN COMPANY State Cert. or Regist. , City License Registration # ****************************************** Siml"ture PLUMBER Signature COMPANY State Cert. or Regist. # City License Registration f ****************************************** IlECBANT CAl. Signature COMPANY State Cert. or Regist. , City License Registration . ************~***************************** OTHRR Signature COMPANY State Cert. or Regist. I City License Registration # ****************************************** APPLICATION APPROVED BY . PERKlT OFFICER.: CONDl'f IONS OF PEHMl'l' 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 assUles responsibility for cOlpliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CON'I'RAC'I'On RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, they lay be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor laY be cited for a lisdeleanor violation under state law. If the owner or intended contractor are uncertain as to wbat licensing reguirelents lay apply for 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 which they will be responsible. If you, as the owner sign as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If tbe contractor wisbes you to sign as contractor that lay be an indication that he is not properly licensed and is not entitled to per.itting privileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES I~ D. CONSTRUCI'ION LIEN IinW (CHAPTER 713, FLORIDA STATUTES1 AS AMENDED) I certify that I, the applicant, bave been provided with a copy of .Florida's Construction Lien Law - HOIeOWDer's Protection Guide. prepared by the Florida DepartJent of Agriculture and ConsUler Affairs. If the applicant is sOI8one 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 COllenCelent. E. CONTRACTOR'S/OWNER'S AFFIDAVIT 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, laning, and land developlent. I I Application is hereby lade to obtain a perlit to do work and instailation as indicated. I certify that DO work or installation has cOllenced prior to issuance of a perlit and that all work will be perforled to leet standards of all 1818 regulating construction, City codes, loning regulations, and land developlent regulations in the jurisdiction. I also certify that I understand that the regulations of other goverDlental agencies lay apply to tbe intended work, and that it is IY responsibility to identify what actions I lust take to be in cOlpliance. Such agencies include but are not liJited to: I DepartJent of EnviroDlental Regulation - Cypress Bayheads, Wetland Areas and EnviroDlentally Sensitive Lands, Water/Wastewater TreatJent I Southwest Florida Water Hanagelent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses I ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways I DepartJent of Health & Rehabilitative Services, EnviroDlental Healtb Unit - Wells, Wastewater Treatlent, Septic lanks I US EnvironJental Protection Agency - Asbestos abatelent I also certify that, if fill laterial is to be used in Flood Zone "A" or "A,etc.., it is understood that a drainage plan addressing a .cOIpensating volUle" will be sub.itted which is prepared by a professional engineer registered in the State of Florida prior to perlit. issuance. . A perlit issued shall be construed to be a license to proceed .ith tbe 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 vloiations of any code. Every perlit issued aball beCOl8 invalid unless tbe work authorized by such perlit is cOllenced .ithin six IOnths of issuance, or if work authorized by the perlit is suspended or abandoned for a periOd of six IOnths after the tile the work is cOllBnced. One 90 day eltension of tile, la' be allowed for the perlit with fee charge of $15.00. Tbe extension shall be reguested in writing to the Building Official. An approved inspection lust be logged during each sil IOnth period, or the project .ill be considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTlCE OF COMMENCEN! HAY RESULT IN YOUR PAYING twiCE FOR IHPROVBIIBIIS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN AnORIEY BEFORE RlCORDING YOUR DICE OF COHMENCEHKNT. JOBS UNDER $2,500 IN VALUE DO NOT NEKD TO RECORD AND POST A "NOTICE OF COHMBNCBKKNT". Sl~~ s~~A1M STATK OF FLORIDA~ COUNTY OF LLl5"eCJ The foregoing instrument was acknowledged before me this ~rJe /1, , 19ZL- by IY/ Ifte'(t /J'1o,.,} J;;f /(,e (" #' ,!ho is perso ally known to me or who bas produced as identification and who did/did not take oatb. STATE OF FLORI~ COUNTY OF t2:l.s-e. D The foregoing instrument was acknowledged before me this cfuNe /b , 19~ by rJIJ 11(<. f V t(Y1 0,.) bl4,Ul'(",....., ~bo is pers6nally known to ~e or who has produced as identification and who did/did not tak an oath. JAMES A. STONE Notary Public, State of Florida My comm. expires May 16, 1999 CC 446560 ( ame Typed, Printed or Stamped) NOTARY PUBLIC JAMES A. STONE Notary Public, State of Florida My comm. expires May 16, 1999 CC 446560 ( e Typed, Printed or Stamped) NOTARY PUBLIC . ----..~~ BAHR'S ALUMINUM & HARDWARE, INC. 37827 EILAND BLVD. ZEPHYRHILLS, FL 33541 (813) 782-3513 ClJSl0f11er'5 (J ^ /J ~ ~ ~~1;;;LJr A D D : -------- . . I' Dote I. QUAN. f7ZQ -&t5g 2. 3. AMOUNT 4. I i------- , , 5. 6. 7. ~ 9. '0. II. 12. '3. 14. IS. Received By 16485 In case of claims 0' returned goods, please P'esent this bill, TOTAL r--nt f) fI I l T ......... ~ ~~ ~-' I' { ~. ~ [J[J 1- . I~ -- ----I ---. J....."...._.....,_.. ....,... ~"--~--"-'~""""~"''''L..,.~.,_ m__ '~..ri:..J..r...Io j..i...-....................~J&...._ ~ C'1b r- f-?:. r-f ~! j'lJ '-I~ . . ~- ~ --< 7\/'2_ 8 n 3 ~ F' CA .r?r.- .;:- ,. -()} . . (h . J ~ ~~ .... - " -t', 3 ~----i . "'. ..... .... SECTION 3 ALlMNJM A IT ACH\4ENT r rn UI a: c( > 1 ~ (1) #5 BAR CONlNJOUS OPTlONAL CONCRETE CAP BLOCK OR BRICK (~ #4 BAR C~OUS MAXf.1lH DIFFERENTIAL IN SOL !-EIGHT (1) #4 BAR AT CORNERS AND 10'-0" ON CENTER Fll CELLS AM:> KNOCK OUT BlOCK TOP COURSE WITH 3000 PSI PEA ROCK CONCRETE SCREEN, VINYL & GLASS ROOMS ----{ --1< 3-1/2' CONCRETE SLAB 6x6-10xlO W. W.F. OR FIBER MESH CONCRETE VISQlJENE VAPOR BARRER UNDER SLABS HAVING STRUCTURES ABOVE WELL COMPACTED CLEAN FR..l OVER SACRIFICED NATURAL SOL 90% RELA TNE DENSITY CONC. FIlLED BLOCK STEM WALL 8" x 8" x 16' CMU 6' x 12' CONCRETE FOOTNG WITH (1) #5 CONTNUOUS LOCATE ON UNDISTURBED NATURAL SOL (1) #5 VERTICAL AT CORNERS AND AT 10'-0" ON CENTER ANCHOR ALUMNUM FRAME TO WALL OR SLAB WITH 1/4" x 2-1/2" MASONRY ANCHORS AT 6' EACH SIDE OF POST AND 2'-0" MAX. 8" x 6" x 16' BLOCK WALL DECK OR GROUND LEVEL RIBBON FOOTING OR MONOUTHIC F MONOliTHIC SLAB IS USED SEE NOTES OF DET AD..S BELOW (2) #4 BARS MIN. 2-1/2" OFF GROUND KNEE WALL FOOTING FOR SCREENED ENCLOSURES RAISED PATIO FOOTING ~---~- ....... ,'",. ~ . 4 . ~ . ~. -, ---------- r ~ -l--r-~ . , Co ". ~- L12. J 2'-0" MN. N BEFORE SLOPE ~ T 1 cJ, ~ I TYPE I FlA T SLOPE / NO FOOTNG 0-2'/12' (1) #5 BAR CONT. TYPE. MODERATE SLOPE FOOTING 2'/12" - 1'-10" (1) #5 BAR CONI. TYPE m STEEP SLOPE FOOTING ) 1'-10" NOTES: 1. NO FOOTNG REQUflED EXCEPT WHEN ADORESSNG EROSION UNTIL THE ROOM EXCEEDS 16'-0'. ROOMS GREATER THAN 16'-0" USE TYPE. FOOTNG. 2. FOOffiGS SHALL BE MN. 2,500 PSI CONCRETE WITH 6x6-10x10 WELDED WIRE MESH OR FIBER MESH MAYBE USED N LEU OF MESH. 3. F LOCAL BUlL.DNG CODES REQUIRES A MINIMUM FOOTING USE TYPE B FOOTING OR FOOffiG SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS. SLAB DETAILS ADDRESSING EROSION Lawrence E. Bennett, P.E. avr.. ENGH:.ER - DEVELOPMENT CONsu..TANT P.O. BOX 4368, SOUTH DAYTONA, Fl 32121 TEI..EPHoIE (904) 787-4n4 FAX (904) 787-8668 SEAL PAGE 68 @ COPYRIGHT 1997 NOT TO Be REPROOtJCEo N WHOlE OR N PART wrTHol1r TIE WRrTTEN PERMsSlON OF LAWRENce E. BENErr, P.E. A TT ACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2 Table 2.5: Allowable Spans I Heights for Aluminum Pans Utility Shed Roof or Walls , 1-~Z::~' XJO'O;~~:~te'~~"f.J.~ndfn~02~~.~~j~~;::"~~O'~~~E;::~.~.~~ndltlo2~_o" ~.100 M.P.H. 7'-2" 7'-5" 8'-2" 100 M.P.H. 8'-5" 8'-8" 9'-3" f -Ho M.pJ{- u. 6;~51i-.-6'=8"---~6';.-.TIOM.P}f:-- -7'-6" -- 7'-9" 8'-6" 1=t2il ",.P.H. ~ 5'::10"_ - :6:,2" ~~ =-2,=-1;; =-__120~P .",-~.~:1ii".: _ 7'-1 ". . J -11"_ r 1~%"X12"io.026" Panel ..---.--.-..--.-----1..1~%"i 12" x iL032" Panel . t. ~R~~f~N'.T fl.o~rrhaii-;.~rid't'O;~o:.~~. _ R::~ .'. . ~o~:e'ha~. .;.~ndltl02~_o. ! ug~lij:! m::J~;~:. J~f::-j~j1i;:i~t.~5~\~': ..n::'I~fF r-3;'14~~,,:O.iif6.:pa~~e'~~~~2.nd~~~_-T.3'.~,~~ x o,}~p~~~rhan ~ondi~on :ln~lj:ljn~. =~ll.i~ff.j_1Be~~~~tJlj~.=j~ft;]J!~ Room Roof Panel span ="W' as shown on drawings. Note: Added Span can be used by installing 2" x 2" x 0.044" Extrusion at Midspan. -~-~~- ~.-_.- -------------------- -- -------..-..-----.------ -. -_._.__._-~ Lawrence E. Bennett, P.E. 0Yl. ENGIEER - DE\lB..OPMENr CONSu.. rANT P.O. BOX 4388, sourn DAYTONA, Fl 32121 TEl..EPHotE (904) 787-4n4 FAX (904) 787-8558 @ COPYRIGHT 1997 NOT TO BE REPRODuceo N WHOlE OR N PART WITHOUT TlE WRITTEN PERMssloN OF LAWRENcE E. Be#ETT, P..E. SEAL PAGE 55 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 .. A~~{$~ii"-~I... }!.1!~,~l.kJ..2J~~W~~f.l231~~ ~f~. J.. 2S1~ r~~. i. 321:~ :f~! -5'.--- -. . 6'-4" ..........[ -5'~HY' 5'_6" ~5'-2" J 4'_8" 6' t 5'~1O" I 5'-4" 5'-0" -I -4'_8" I - - 4'~3" 7' + 5'~5" i 4'...11" 4'_8" 4'~4"; 3'~n" 8' 5'_0" I . 4'~8" 4....4" 4'...t" 1~' J ::~:: I g: 31~iJ;:. H9." II' r 4'-4" '3'.JJ" 3'.S" 3'-6" 12' l 4'~1"j -3'-9" I 3'-6" J 3'-4" - -- - -----. --- ----. - - __..l____~_ --, __'__ ___.__ L__ _.__ '_ __ -____J load Width 2" x 3" x 0.050" Tilt Beam or 2" x 3" x 0.050" 19~50__':i ~i~~,' ../.. If ! ji~;: - 6'_6" 5'_11" 5'_7" 6'_2" 5'_8" 5'-4" Hi 5'-tO" 1 5'-5" 5'_1" 12' 5'_7" . 5'_2" 4'-1(J" load Width 2" x 3" X 0.070" 5' 10'_5" - 9'_7" 8'-11 ". 6' 9'_6" 8'-9" 8'_2" 7' 8'_9" 8'_1" ('_6" 8' 8'-2"7'...7" 7'_1" g' '{'-9" 7'_2" 6'_8" 10' '{'-4" 6'_9" 6'-4" Hi 6'-11" 6'_5" 6'_0" 12' 6'-8" J 6'-2" 5'-9" load Width 2" x 4" x 0.050" tilt Beam or 2i' x 4" x 0.050" 5' 10'-8" I g'-lO" 9'-2" 6' _9'_8" I 8'-1 J" 8'-4" 7' 8'-11" 8'-3" 7'-9" S' 8'_5" '{'...9" '{'-3" g' '{'-11 " ,{'-4" 6'_10" 10' 7'-6"6'_11" 6'-6" H' 7'-2" 6'-7" 6'-2" 12' 6'-10" 6'-4" 5'-11" Table 3.1.1: '{'-1" 6'-5" 5'_11" 5'_7" 5'...3" 4'_11" 4'_9" 4'_7" 8'-5" 7'_8" 7'-r' 6'...8" 6'...3" 5'_11" 5'-8" 5'-5" 8'_7" '{'-1o" 7'_3" 6'_10" 6'-5" 6'-1" 5'-10" 5'-7''' -3'_8" 3'_6" 3'_3" 3'_2" 2'-n" 6'-4" 5'_10" 5'-4" 5'_0" 4'_9" 4'_6" 4'...3" 4'_1" 7'_7" 6'-11" 6'_5" 5'_11" 5'_8" 5'-4" 5'-1" 4'-11 " 7'_9" 7'_1" 6'_7" 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' a.H. = 9' Enter table on left under load width. Load Width = 9'-0" and read span under appropriate load; live Load @ 17 # I Sq.Ft. 1102 M.P.H. Load Beam Span = [ 4' _ g" 1 Note: Tables assume extrusion oriented with longer extrusion dimension parallel to applied load. SEAL Lawrence E. Bennett, P.E. eM. B<<JN:ER - DEVa.0f'N:M" CONsu..TANT P.O. BOX 4368, SOUTH DAYTONA, Fl 32121 TEl..EPHoN: (904) 181-4n4 FAX (904) 181-8558 PAGE @ COPYRIGHT 1997 NOT TO BE FlEPRoouceo N WHolE OR N PART WfTHour TK: WRITTEN PERMssIoN OF LAWRENce E. ~. P.E. 70 -----------------,._._------_..._-_._--_._-~._~._-------'--- .-., SCREEN, VINYL & GLASS ROOMS SECTION 3 Table 3.2: AHcwable Post/Upright Heights for Screen, Vinyl and Glass Rooms, Hollow, Snap and Self-Mating Extrusions Aluminum Alloy 6063 T-6 I _ __ ~ _ _ !=~tr!,~i~ns _ ___ _ ______ _______ __ _ _ _ __ I ] Load Width = Post/Upright Spacing ! Hollow Sections f ~6" L~ r .is"! A~.;!~I:t~i~f~~~~~~:) I 7S" ~ I~4"1. 90" . ~~ ~~:; ~ ~~~~;-- -- ~ ~~ -/-r~~~::l-~~!~~~~'~-I- t~~= ~~;~~j- 5;~:~~r ;:~~:~ ;:~:: 6~~~~~' ~~_~~." ~;; x 3~; x 0.050;' -- 11~-3'~ r 10'-5;;+~-;-9" 9'-2i~ 8~-9;; 8'-4"j-7'-1r 7'~8", 7'-4" 7'-1" r~" x~" x O.oj~.. *. i!':.~~ 1_q~1}"11Q'-~" I 9'-7~~ ~'-r:l ~~~I ! _~-:4~-;_ t~i1" J ~_~~ 7'-5", 12" x 4" x 0.050" 11.4 '.1" 13'.0" I 12'.2" 111 '.6" 1 0'.11" I 10'-4" I g' ell" f g'. r.. u 9'.2" 8'. i.i" ; ** Note: Screen splines on 3" side - extrusion turned wI 3" side parallel to sole plate. Snap Sections /- -- -- ----------- - ---------------------------------- -- ----- ~36:---142'.-T:4S'~(i"~i"~i:ii~~~~~t~!~Jn~S" T84"] _ 90". ,-- r--- i---- I __un, ---- ----r------t-----r------n--------.---- r -9'~~:'_~~7~'_f!:-O~'_J'-7" _ 7'-~" __ ~'-_1Q~ _~'~':_~-3"_ __6.'-_1~'_L5~~q~ .. U;.~dJJ;:ri~:j;;~~,~~;jj~.~ij"m~;,l~;~:' }6~~~ {ii::j ~~:;.I ; 2" x 2" x 0.044" 1- -- I~" x ~" x 0.045.. 12" x 4" x 0.045" Load Width;; PostlUprlght Spacing-- Self-Mating Sections ~_!~i.~I~~.._=L~~:=T_ 54~~~I 6~~-I 6~" T~r~,i-=[!I!':.._[!~"_]=_~:.._ Allowable Height "H" [Span] 12'i x 4" x O.O~~" x Q.1?" 17'-11" 16'-8" 15'-7" 14'-8" 13;-n"/13'4"J12'-9" 12'-3~' n'-9"f 11'-5" 12" x 6" x 0.055" x 0.12" 24'-11" 23'-2" 21'-8" 20'-5" 19'-4" 18'-5" 17'-8" 16'-11" 16'-4" 15'-10" 2" x j" x 0.062" x 0.12" 27'-4" 25~;; 23;-8" 22'-4-;; 21;-2" 2CY-2" -19;-4-;;- -18'-7" 17'~11" 1i-4" F: ~::: ~:g~~;: i ~:~~::: ~:~; }~~:: ;1} j;;]~ j~1~1 i:~~:l~f:~: ~;;.r.~ 1~:~:: ;~~:.~rl 2" ~ 9" x o.oie):' x 0.310" 44 ':8;~ 4i':4"~'c8"3~O:5" 34 ,}~ 32',11"j3 j' ,7~ 30,.d 2~' ,3~ t 2S'.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 "W" (See typical glass room drawing.), select upright required from the maxilllum height allowed for each extrusion. Lawrence E. Bennett, P.E. a\il. ENG6EER - DEVaOfM:M" CONsu. TNfr P.o. BOX 4388, SOUTH DAYTONA, Fl 3:l121 T13..&HON: (904) 787-4n4 FAX (904) 787-8558 @ COPYRIGHT 1997 NOT TO BE REPRoDuceo N WHOlE OR N PART wrrnour TlE WRTTEN PERMIsSIoN OF LAWRENcE E. B9KTT. P.E. seAL PAGE 75 SCREEN, VINYL & GLASS ROOMS SECTION 3 - SELECT EDGE BEAM TABLE 3.1 ~ ROOF 3- V2" SLAB ON GRADE OR RAISED FOOTING i'-- L W ---; FOR MAX. lPRIGHT LENGTH 1" x 2" V ARES NO MAX. (ELEV. SLAB OR ON GRADE) 1 J: 1 -~-----~- TYPICAL GLASS ROOM WITH SOLID ROOF. TYPICAL FRONT YEW FRAMNG * (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1"x2" PLATE TO BOTTOM OF WALL BEAM) AL TERNA TE CONNECTION AT FASCIA ALLOWED SEE SECTION 7 FOR DETAILS LOAD WDTH FOR ROOF PA/lELS SOUD ROOF ~- iLW----r I 1- P/2 --+-- P/2 --J.- -----------------------------------------~ :-- SIZE BEAM AND COlLt.1NS PEA TABLES JOJi. EXISTNG STRUC~ P " PRO..eCTION FROM BLDG. LW - LOAD WDTH VARES ---t- L P VARES --l .':'-YPICAL SCREEN / GLASS ROOM NOTES: ANCHOR 1" x 2' OPEN BACK EXTRUSION WITH V4*x2-V4* CONCRETE FASTENER MAXIMUM OF 2'-0" ON CENTER AND W/1'K'4 6" OF lPRlGHT ANCHOR l' x 2' TO WAlL WITH 2- V2" #10 Sl-EET METAl SCREWS WITH WASHERS 2'-0' ON CENTER. ANCHOR BEAM AN:> COLLt.1N NTERNAllY OR WTH ANCHOR ClIPS AND #10 SCREWS AND W ASt-ERS. MNIMUM SLAB THICKNESS FOR SLAB ON GRADE IS 3- V2' CONCRETE. SELECT FRONT WAll BEAM FROM TABLE USNG LARGER "A" VALUE OF P/2 OR P/2 + OH "P' IS CLEAR DISTANCE FROM HOST STRUCTURE TO FRONT WAll BEAM. Lawrence E. Bennett, P.E. ava. ENG#EER - DEVa.0PMENr CONsu.. T ANT P.O. BOX 4308, SOl1rH DA YTClNA, Fl 32121 1ELEPl-tON: (904) 767-4n4 FAX (904) 767-6556 @ COPYRIGHT 1997 NOT TO BE REPRODUCED N WHOLE OR N PART WITliOUT TlE WRITTEN PERMIsSION OF LAWRENce E. BeN:Tr, P.E SEAL PAGE 63 SOLID ROOF PANEL PRODUCTS SECTION 7 P AN ROOF ANCHORING DETAILS ~ ~~-===== EXISTING TRUSS OR RAFTER SEALANT HEADER (SEE NOTE BELOW) #8 x 9116" S.MS. (3) PER PAN AND (1) AT RISER #10 x 1-1/2" S.MS. (1) PER RAFTER OR TRUSS TAL #10 x 3/4" S.MS. AT 12' ON CENTER ROOF PANEL #8 x 9/16" S.MS. (3) PER PAN AND (1) AT RISER EXISTING FASCIA AL TERNA TE CONNECTION: #8 x 1-1/4" SCREWS (3) PER PAN NTO FASCIA THROUGH PAN BOXED END ROOF PANEL TO FASCIA DETAIL ~ HEADER (SEE NOTE BELOW) FOR MASO~Y USE 1/4" x 1-V4" TAP-CON ANCHOR OR EQUAL AT 24' ON CENTER FOR WOOD USE #10 x 1-1/2' S.MS. OR WOOD SCREWS AT 12" ON CENTER #8 x 9/16" S.MS. (3) PER PAN AND (1) PER RISER ROOF PANEL EXISTNG HOST STRUCTURE: WOOO FRAME, MASONRY OR OTHER CONSTRUCTlON ROOF PANEL TO WALL DETAIL NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 x 1/2" LONG CORROSION RESISTANT Sl-EET METAL SCREWS WITH 1/2' WASl-ERS. ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH #8 x 1/2' SCREW EACH. THE PANS MAYBE ANCHORED Tt-flOUGH BOXED PAN WITH (3) EACH #8 x 1" OF THE ABOVE SCREW TYPES AND THE ABOVE SPECFED RIB SCREW. Lawrence E. Bennett, P.E. avL ENGIEER - DEVELOPP.ENT CONSU.TANT P.O. BOX <4368, SOUTH DAYTONA, FL 32121 TEL.EPl-IOIE (904) 787- 4n 4 FAX (904) 787-8558 @ COPYRIGKT 1997 NOT TO BE REPRODUcEo N WHOlE OR N PART Wl'1llOUT llE WRITTEN PERMSSlON OF LAWRENCE E. BeN:TT, P.E. SEAL PAGE 111