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Home My WebLink About98-7540 .~ BUILDING PERMIT 7540 " CITY OF ZEPHYRHILLS (813) 788-6611 Permit PL~ Property Owner: ~_ ~fu Job Address: 3S0"d.. 8ll.~lL ~ <foJ:..~3 Parcell.D. # C> Lf - d. 0 - d./ ' l])(J)oo - 00/ (!J{"j -~:.;; Date Q)- d '7~ 9?- MECH^~SeWer Conn 7" , \...I"'\L Water Conn: Water Meter: T.I.F.'s: Zoning: =:.:zEnergy Code: Description of Work /" ~~........ ~ Radon Gas: -~/ .ii.Jf., 73 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 # I J-i 7 State Certified License# eRe ~:~=? 4dol ~:~~::.:: Q;;;Z~~'- Company A ,\1 r~ Address Telephone# Valuation or Contract Price · ~ (J) .J..f d.. (!) 0 ft..\'S ~ # ~-7 BUILDING ELECTRICAL PLUMBING MECHANICAL Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final Ftr. Pre SLB Lintel FRM. Insul. CL WL 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 ($.+b.88) shall be made for each trip for each trade: ~-: tJV Wrong Address Condemned work resulting from faulty construction. Repairs or corrections not made when inspection called. Work not ready for inspection when called. Permit not posted on job site. Plans not at job site. Work not accessible. a. b. c. d. e. f. g. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. FLA. 1977 l^Wa FI 713.13 i i'[11 flilf I.IIIJ WJVlllfJlIl1 11111 111/1/1111111 :l!~l.lcOU':'19 NOTICE OF COMMENCEMENT SEMINOLE FORM 40B StBte of Florida } County of \ The undersignod hereby informs all concerned that improvements will be made to certain real property, and In accordance with section 713,13 of the Florida Statutes, the following information Is stated in this NOTICE OF COMMENCEMENT. Description of property,. .:3:~&, .Z.,. .Il.~,~y'.?",. ,4-,.,fl~~ ~pT,. ,e~.., ,~,t!!1~.~1J.4:? !:PI.#;/ fPAiKPAAIE IN DUPLICATt=. .................................................................................... . Rcpt: 217638 Rec: DS: 0.00 IT: 02/23/98 6.00 0.00 Dptv ClerJl .............................................................................................................................. ... General description of improvements" /(~" !:J,., ,$I?!.w., ",. //.~..:?C!.., .s.C;I!~~-!'!, .~9'P.~. f( ) C H ,=j{.{j) L /71( D C.H~ Owner, , , , . , , . . , . , . , , . , , . , , . , . . , . , . . . , , . , . , . , . , , , , . . . , . , , , , , . , , , , , , ; , , , , , , , , , , . . . , . . , , , . , , , , . . , , , . , , , . , . . . , . , , , , . , . . . , , . , . , . . , . , Address ~ ..(. .1?~~,rA"., .~I1~."" A.t?r, ,!!~,. ,1; ('1~~!!.~,. ,(!p/!:-!.T.".",..,."., Owner's interest in site of the improvement . , . , , , , . , , , . . , , . , , , , . , , , , . , , , , , . , , . , , . , . , Fee Simple Title holder (if other than owner) JED PITTMAN'" PASC"O" .. .. .. .. . .. .. .. 02/23/98 01~33p lCOUNTY CLERK . OR BK 3885. P of 1 Narne .,.,"',.,."...,....,....,...".,"""'""".",.",."."",.",.,.",.,..,..",.,.".,."",.,.".",.. .G. . 152 Address ",...,..,.......,... .................................................................................................. . Reoo,,,c,o, ... . . ff ;r~ . . .. Cc 'ii~s.:D. .... ........ . ... .... . ... . .... . .... ... . . ... .... ... . ........... ....... ... ~.. Address.." /D...~ .3,.~.. PZ? .~~.~~~, ,f.:p.". V/7:/~.,~. (,,~ r", ,~~,.,' ,~.;!,-!( ,~...,. Surety (if any) .,",.,.,.,..,...,"',.,.,.,....,""',.,....".,.,.",.,."..".,...",.,.,."".,.,."".",.""..".,."..,." Address ,.,.,....".."..."..,""',.,',.".,.",.....,.,.",.",.,."".,.",.".,.,.,.".., Amount of bond $ . . . , , . . . , . . . , . , Any person maldng a loan for the construction of the improvements: Nanle ."'.,,..,..., ..... .. .,',.,.",.."",."",.,.",. .,"',...,"',.,',."...,.,.,...,.,.,..".,.",.".,.,."".,.".",..,.. Address .".,.,..,...,..,.............".,.,.,',.,...".,.,.,.,.",....,.....,.....",..,.,.,.,.,...""....."...".,.,........ Person within the State of Florida designated by owner upon whom notices or other documents may be served: Narne .,',.,..,.,.,"',.,...,.,',.,...,..,""',.,',.,',..,."""."",..",..,.".."..".,.",.,."".,.,..""".,.,........ Address ..,',.,..,.,.."...........,..".,...,',.,',..,"".,.,."."".,.""."..,..........".".".".,..,."".,.,."....,. In addition to himself, owner designates the following person to receive a copy of the lienor's Notice as provided in Section 713,13 (1) (hI. Florida Statutes, (Fill in at Owner's option), Name . . . . . . . . L... . . . . . . . . . . . . . . . . "-.~.,. .". . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Address ..,..,.,...,...........,..,..,..,..."."."."..,.,..,..,..,...,.....,...... THIS SPACE FOR RECORDER'S USE ONLY ,.,.~.A..~",',.,',.,",. State of Florida s~~~l}Jl.ld~5bs~rfj,~Jgefore me this.,. .~,3~.d",.,..,."...,.".,. Owner by Richard P 027242529 as ........................dayof .., .f.~.1?Pl.9..rY..,.,.,..".,..,.,.".".. .19.....~,? ~~:~~ ~ ~ i;:~ ~~~ ~ s en te~, ::Z:';::;;/~;;~t~ ~,./~ Susan lta-t-lTcC:t'Jotary Public Hatcher .....~....., SUSAN HATCHER .~\.,..~ ~"'i~:;~ MY COMMISSION I CC 433458 ~ ,; EXPIFES: Jaruuy 16, 1999 . II 1londelI1lIru NolIIy PIIbIIc lbIerwI!l8ra APPLICATION FOR PERKIT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT o 0')/ ~ ~ /tJ 3.51 b"'b '} ~:F OWNER'S NAME ftcJ!#f<j) L 11 /(0 cd E OWNER'S ADDRESS ~...)V z B E& Y L ).J7 A/ E JOB ADDRESS ~ P1 t f< n)... D P () / JV r PHONE ~oT [33 LEGAL DESCRIP'l'ION: LOT(S) BLOCK SUBDIVISION PARCEL LD.' (OBTAIN FaOH PROPERTY TAX. NOTICE) WORK PROPOSED: ~ Construction ~tion .--.Alteration -.Jepair _Install _Sign --1Iove _Deaolish PROPOSED USE: ~ngle Faaily -Yt/F _' of Units _H/H _ec-ercial _Indust. _Swia. Pool _Other _Restaurant &: Health Departaent Approval DESCRIP'l'ION OF WORK: I})- 2.x 13 ..s He U J I Y?-X.30 ..s e-I< E'E~ I< 0 'i) P'1 BUILDING SIZE: J/~ x"1-s , '"'1?r..s- Square Feet. ?}?- Height RESIDEBTIAL : COMMERCIAL : ATTACH (2) PLOT PLANS &: (2) SETS OF BUILDING PLANS &: (1) SET ENERGY FORKS. ATTACH (3) SETS OF BUILDING PLANS &: (1) SET ENERGY FORKS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. _BUILDIRG $ PERKITS REOUESTED 9 o-?Z- I 00 Valuation of Total Construction _ELECTRICAL AKP Service Florida Power Corp. W.R.E.C. ---"ECBAliICAL $ Valuation of Hechanical Installation _PLUMBING GAS ROOFING SPECIALTY TYPE OF CONSTRUCTION: _Block _Fraae _Steel Other FDfISBED FLOOR ELEVATIONS: FT. IS PROJECT IN FLOOD ZONE AREA? YES NO ****************************************** Rlrrl.Do. CONTRACTOR SECTION . COMPANY irS-is c ~ ALS:;T ~~ State Cert. or Regist. . ~RCD3::5~V . City License Registration' I ~ 1 '****************************************** Signature RI.RCTRICIAN COMPANY State Cert. or Regist. . City License Registration . ****************************************** Si~Ature PLUMBER COMPANY State Cert. or Regist. . City License Registration f ****************************************** Signature MECHANICAL COMPANY State Cert. or Regist. . City License Registration . ****************************************** Signature OTIIRR COMPANY State Cert. or Regist. f City License Registration , ****************************************** Signature APPLICATION APPROVED BY PERKIT 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 regu~ations. The undersigned assUles responsibility for cOlpliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, they lay be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor 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 Zephyrbills Building Departlent, (813) 188-6611. 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 perlitting privileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES I ~. , D. CONSTRUC'l'ION LIEN L'l\W (CHAPTER 713, FLORIDA STATUTES,I AS AMENDED) I certify tbat I, the applicant, have been provided with a copy of "Florida's Construction Lien Law - HDIeOMDer's Protection Guide" prepared by the Florida Departlent of Agriculture and ConsUler Affairs. If tbe applicant is sOleODe 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 AFFIDAVI'l' I certify that all the inforlation in tbis application is accurate and that all work will be done in cOlpliance with all applicable laws regulating construction, loning, and land developlent. , Application is hereby lade to obtain a perlit to do work and instailation as indicated. I certify that no worl or installation bas COllenced prior to issuance of a perlit and tbat all work will be perfolled to aeet standards of all laws regulating construction, City codes, loning regulations, and land developlent regulations in the jurisdiction. I also certify tbat I understand that the regulations of otber 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. Sucb agencies include but are not lilited to: t Departlent of EnviroDlental Regulation - Cypress Bayheads, Wetland Areas and Environlentally Sensitive Lands, Water/Wastewater Treatlent I Soutbwest Florida Water Hanagelent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses I ArlY Corps of Engineers - Seawalls, Docks, Ravigable Waterways I Departlent of Health & Rehabilitative Services, EnvirODlental Health Unit - Wells, Wastewater Treatlent, Septic Tanks I US EnviroDlental 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 "cOlpeRsating volOle" will be sublitted whicb is prepared by a professional engineer registered in the State of Florida prior to perlit. issuance. . A perlit issued sball be construed to be a license to proceed witb tbe work and not as autbority to violate, cancel alter, or Bet aside any provisions of tbe technical codes, nor shall is~u~ce of a perlit prevent the Building Official frOl thereafter requiring a correction of errors in plans, construction, or violations of any code. Bvery peIlit issued shall beODll invalid unless the worl authorized by such perlit is cOIIenced within Sil IOntbs 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 c~ced. One 90 day utension of tile, lal be allowed for the perlit with fee charge of $15.00. Tbe extension sball be requested in writing to the Building Official. An approved inspection lust be logged during each sil IOntb period, or tbe project ,ill be considered abandoned. WARMING TO ONRER: YOUR FAILURE TO RECORD A ROTlCE OF COHHBIICIHBNT HAY RESULT 111 YOUR PAYlRG 'rlflCl FOR IMPROVIIIIIIS TO YOUR PROPERTY. IF YOU IIfIERD TO OBTAIR FIIIAMCIMG, COMSULT WITH YOUR LEMDER OR AM AnOOBY BEFORE RECORDIIIG YOUR MO'IICI OF COKMIRCEHIRT. JOBS URDIR $2,500 IN VALUE DO ROT REED TO RECORD ARD POST A "ROTICE OF COHHIIICIKIlIIT". SIGllATIIRIl: OIIIEO OIl AGEIl'l ~L~. I STATE OF FLORIDA COUIfIY OF The foregOing instrument before me this was aCknowledged , 19_ by STATE OF FLORIDA COUNTY OF The foregOing instrument was acknowledged before me this , 19_____ by who is personally known to me or who has produced as identification and who did/did not take an oath. who is personally known to me or who has produced as identification and who did/did not take an oath. (Signature) (Signature) (Name Typed, Printed or Stamped) NOTARY PUBLIC (Name Typed, Printed or Stamped) NOTARY PUBLIC ..... ~;;~/("'C/,'".'N,f't7~Irr5 /~r #1'3 35lJ z ,6/2"}(> ,/L .L,.r:} /V~ , <: '.3ro' > _'~_.__r_____,___'__'~____ .._ _.__._._.__._.. If' S' ~ .--.....- --. - ~ - ... ... .. .... .. .. ... .. - ~ -... - ... ~, I/tz . I 13' Srh:-i) f I I 15 ;j I ,_u______ ~6-7 I <.S C I( ad/ , 10$' : AI.e, F!X 3~ I I~!( /YoM ) I , t · j . ~ J: ft. _ _ _ _ _ _ ., _.,. _ _ . ~_ . . _ _ .. . _ _. \ .".. .. l' ----- I 02 ()' i L." H.... t " I' / ;'_____..r____._______. ____'___ , r~5~ I I t /"srl!. .;oJ1- Ll- ~ j(&OJ" SInO 2x1 z.4" ~ .; I fLy~tJoP ~ J,>-j/ r'L- s J uj1!G - gf f).. Y tV 0f)1J f l' 1(1' J-t- 3~f\v:80f - / - '/ I - - ,- 1- I I r I I I =1 ~z.x Z- !f1.Y/'" v//scRY# , 5' f1 (.f;<" ~ , 0:. J 2". BEAM SEE TABLE . ~ ; ';. OVERHANG VARIES + 2'-0" MAX. -r . -H- )- I /2" SLAB ON GRADE OR RAISED fOOTING \tAX. UPRIGHT 1". 2" LENC TH . VARIES NO MAX. ElEV. SlAB OR ON GRADE ! TYPICAL GLASS ROOM WlT11 SOUO ROOF. TYPICAL fRONT V1E'N fRAMING o (HEIGHT Of UPRlCHf is MEASURED fROM TO? Of l"d" ?LA T"E TO BOTTOI.4 Of' WALL 8EAI.4) w Cl: :J .... U :J ~ III .., Z ~ X w 2""'__ BEAM AND COLUMNS 1.4AX. COLUMNS. SPACING SEE TABLES "w" VARIES TYPICAL GlASS ROOM NOTES: I. ANCHOR I" lC 2" OPEN BACK EXTRUSlON WlT11 TAPCON 1/4" lC 2-1/4" LENGT11 OR EQUAL '-lAX. Of' 2'-0" O.C. ANCHOR TO WALL WlT11 1-1/2" #10 S!.IS Wlll-i WASHERS 2'-0" O.e. SPACING ANCHOR BEAM' AND COLU'-IN KNEE BEAM Wlll-i ANa-tOR CUPS AND '10 SCREWS AND WASHERS 2. 1.4 IN, SlAB THICKNESS FOR SlAB ON GRADE IS )-1/2" CONCRET"E. ). SELECT FRONT WALL BEAM fROY TABLE USlNG LARCER "A" VALUE Of W/2 OR W/2 + O.H. 4. "W" IS CLEAR DISTANce: FROY HOST STRUCTURE TO FRONT WALL 8EAM MIN. 2".2".0.044" (TYPICAL) SOLID COYER V~ES SHEETING BOTH SlOES 1-1/2" lC 2" MAX. WID TH 5.)" ROUGi OPE.'IING VARIES tIt VA~ES SlAB 3- 1 /2" I.4IN. (SEE DETAIL) TYPICAL GlASS ROOM WAlL WINDOW FRAMING CAN ATTACH DIRECTl Y TO HEADER ~ ~ SOLID ROOF' CONVENTlONAL fRAMING OR ALUI.4INUI.4 COVER SYSTEM SHEETING BOT11 SIDES GLASS WINDOW INSTALLED PER '-IANUf' ACTURERS SPEClFlCA noNS ~lCl/2" SMS 0 115" D.C. IN ALUMINUM SHEETING ALUMINUM SHEETING OR V1NYl _______ TYPICAL SECTION GlASS ROOM OPTIONAL. CONCRETE CAP BlOO< OR BRICK ANCHOR ALUMINUY fRAME ___ TO WALL OR SlAB WlT11 1/4" lC 2-1/2" TAPCON OR ____ EQUAL 15" TAPCON OR EQUAL a" lC a" lC 115" BLOCK WALL DECK DR GROUND L Vl. . (1) '4 BAR 0 CORNERS AND +-- . 4'_0" D.C. fiLL ce:US AND a" 0 eo KNOCK OUT BLOCK TO? +--" " e '- COURSE WI T11 JOOO PSI 1 1"'" PEA ROCK CONCRETE 12" (2) '4 BARS f.4IN, 2-1/2" OFF GROUND (1) '4 BAR CONTINUOUS MAXiMUM DIFFERENTIAL IN SOIL HEIGHT 12" KNEE WALL FOOTING FOR SCREENED ENClOSURES EDCE BEAM fRONT AND SlOE BOTTOM RAilS A TT Aa-tED TO CONCRETE WlT11 1/4" lC 2-1/." MASONRY QUICK SET o 6" fROM EACH POST AND 24" O,C. MAX. AND WALLS A 1.411'04, 1" fROM EDGE Of CONCRETE 1".2".0.044" OPEN BACK ATTACHED TO fRONT POST WI T11 '10 . 2" SMS MAX. 6" fRCM EAa-t PvRUN AND 24" O,C. SlOE WALL HEADER ATTACHED TO 1" . 2" . 0,044' OR BETTER WlT11 MIN. (2) ,10 . 1-1/2" SMS SIDENALL PURliNS ATTACHED TO I' . 2' lC 0,044" OPEN BACK w/ MIN, (2) '10 . 1-1/2" SMS IN SCREw BOSSES fRONT WALL PURLIN TYPICAL CORNER DETAJL (.) 1/4" . 4" LAG BOLTS w/ 1-1/4" fENDER WASHERS PER .' PANEL ACROSS T11E FRONT AND 24" O.e. ALONG SIDES (WAU<-ON) ALUMINUM COVER OR 3" STRUCNRAL iNSULA TED ALUMINUM HEADER ATTACHED TO POST w/ MIN. (2) 110 lC 1-1/2" / iN SCREW BOSSES 2" lC 2" OR 2" lC 3" HOlLOW 0:---- 2"x2", 2".)", OR 3"x2" SEE SPAN TABLE HEADER HOLLOW SEE SPAN TABLES ~ ~ . : - ~ fOR s.~AP EXTRUSIONS ~AI~ RAIL "AND KlCK PLATE ,- ~ a-tAJR RAIL ATTACHED TO 2 x2 xO.044 HOLLOW RAIL POST 'N/ 1.111'04. (2) ,8 X '-1/2" ~ SMS iN SCREW BOSSES POST ATTACHED TO BOTT9M _____. 1" X 2" lC 0.044" OPEN BACK w/ MIN. (3) #10 X 1-1/2 L 80TTOM RAIL IN SCREW BOSSES 7 1/." lC 2-1/4" MASONRY ",". "'- .. ANCHOR 0 S" FRel.! EACH " POST AND 24. O.e. MAX. TYPICAL UPRIGHT DETAJL ANCHOR 1" lC 2" xO.044" PLATE TO CONCqET"E WlT11 1/4" lC 2-1/2" CONCRET"E ANCHORS WlT11IN S" OF' EAa-t SIDE OF' EAa-t POST 0 24" O.C. I.4AX. OR T11ROUCH ANGLE 0 24' O.C. MAX. I.IIN. 3-1/2" SLAB 2500 PSI CONe. 6x6-10xl0 W.W.M. OR fiBER MESH 2" lC __ EXTRUSION PER TABLE (3) (10 X ," SMS INTO SCREW SlOTS ," lC 2" EXTRUSION / 1-1/a" I.IIN, iN CONCRETE POST TO BASE AND POST TO BEAM DETAIL 2" lC 2" OR 2" ~ 3" OR 2" S),4B POST ANCHOR I" lC 2" :cO.044" PLATE TO CONCRETE WITH 1/4" lC 2-1/2" CONCRET"E ANCHORS WlT11IN 6" OF' EACH SIDE OF' EAa-t POST 0 2." O.C. MAX. OR T11ROUQi ANGLE 0 24" O.C. MAX. '-IIN. 3- I /2" SLAB 2500 PSI CONC. 6x6-10x10 W,W.I.I. OR FIBER MESH 2" . 2" lC 1/S" ANGLE EACH SIDE / ATTACH TO POST AND CONCRET"E A T LOAD BEARING WALL Wlll-i (2) 110 . 1/2" SMS EACH SIDE / I" ~ 2" EXTRUSION 1-1/a" '-4IN, iN CONCRETE ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL 0, 75" J 0.0145" ALUMINUM COVER PAN OR CONTINUOUS t t RIGID iNSULATION ~~ H ~ ,8 lC s/S" CORROSION RESISTIVE +-- WASHER HEADED SCRE''''-;; 0 24" L I O.C. ALTERNATE ,a lC s/a" SMS 12" -.J. w/ '/2" DIAMETER WASHER. T'l'?ICAL PANEl NOTES: I. INSTALL RlGlO fOAM iNSULATION INTO ALLI.IINUM ROOF' PA."l, 2. COVER iN$lJLA TlON 'MT11 0.0145" PROTECTOR PANEL WITH OVERLAPPING SEAMS. 3. iNSULATlON PANEL SHALL BE CLOSED Wlll-i ALUMINUM END CAP TO SECURE PLACEMENT AND TO DISCOuRAGE TI-iE NESTING Of' WlLDUFE AND OR iNSECTS. 4, PROTECTOR PA....ELHlLL BE SECURED BY ,8 x 5/8" CORROSlON RESISTIVE WASHER HEADED SCREWS. 5. SCREW PATTERN WILL BE 12" ON ALL PERIMETERS AND 24" O,C. FlELD ON EACli PANEL. 6, ALUMINUM END CAP 'HILL BE ATTACHED EIll-i (3) ,8 lC 1/2" CORROSION RESISTIVE WASHER HEADED SCRE'NS. 7, SEAL ALL SCHE'N HEADS 'MT11 CAULKING. PAN OR COMPOSITE PANELS. / USE CORROSION RESISTIVE SCREWS. PANS ANCHORED w/ ,8~ 1/2" 0 (3) PER PAN INTO ~ RECElVlNG a-tANNEL AND (1) '10 lC 1/2" 0 RIDGE CAP CONNECTION TO RECEIViNG a-tANNEL COMPOSlT"E PANELS USE ]'/4"X l+I/2" Wlll-i 1/4" WASHERS SCREW __ _ _ THROUGH RECEIVING a-tANNEL FROI.4 TO? OR ,8 lC 9/115" T"EK SCREWS SPAce:D 0 CONNECTlON REQUIRED ""'-- a" O,C. BOT11 SIDES. CAUU< ALL CONNECTIONS (SEE DETAIL) ~ EXTRUDED OR 8REAKMETAL HEADER EQUAL TO PAN T11ICKNESS ANCHORS DETERMINED BASED ON HOST STRUCTURE HOST STRUCNRE FASCIA ANCHORS DETERMINED BASED ON HOST STRUCTURE PAN OR COM?OSlT"E PANELS. / use: CORROSION RESISTIVE SCREws. PANS ANa-tORED wi ,8x 1/2" 0 (3) PER PAN INTO RECEIVING a-tANNEL AND (1) ,'0 x 1/2" 0 RIDGE CAP CONNECTION TO RECEIViNG a-tANNEL COMPOSITE PANELS USE 1/4"lC l+I/2" WlT11 1/4. WASHERS SCREW THROUCH REce:1VlNG CHANNEL fROI.4 TO? OR ,a lC 9/1S" TEl< SCREWS SPACED 0 a" O.C. 80TH SlOES. CAUU< ALL CONNECTIONS EXTRUDED OR BREAKMETAL HEADER EQUAL TO PAN T11ICKNESS HOST STRUCNRE WALL CONNECTlON REQUIRED (SEE DE TAIL) CONNECTION TO HOST STRUCTURE NOTE; NO fOOTING REQUIRED EXCEPT 'M1EN ADDRESSING EROSION 2' -0" I.IIN. 8EF~ SlOPE MiN 2500 PSI CONCHET"E Wlll-i 6x6-10lCl0 W.W.I.I. I OR FlBER MESH TYPICAL / . I - J (1) ,S BAR CONT. J . '-1) '4 BAR CONT' J-I 2 ~ "S"~ ~'2" ,,-- NOTE: FIBER MESH CONCRETE DOES ~a" "a" NOT REQUIRE WIRE MESH FtA T SlOPE / NO fOOTING MODERATE SlOPE FOOTING STEE? SlOPE fOOTING o - 2"/12" 2"/12" - "-10' > 1'-10' SLAB DET AJLS ADDRESSING EROSlON AlLMINUI.l ATTACHMENT / 3-1/2" CONCRETE SlAB I5xS W.W.F, OR FIBER MESH CONCRET"E r VARIES )-1/2" MIN. , ~ "'S~E VAPOR BARRIER UNDER SlABS HAVI~:STRUCNRES ABOVE . WELL COMPACTED CLEAN fiLL OVER SACRIFICED NA NRAL SOIL 90~ RELATIVE DENSITY CONe. FILLED BLOCK STEM WALL Sx8lC16 eMU 6"x12" CONe. FOOTING 'MT11 (1) ,5 CONT. LOCA TE ON UNDISNRBED NATURAL SOIL (1) ,5 VERT. 0 CORNERS AND 010'-0" O.C. RAISED PATIO FOOTING 3" 1 ~ ~. . . .J.. 12" .J.. JOB NAME: (~~~ ADDRESS: / IL DRA WING FOR ONE PERMI T ONLY <ii d '! o~ H ClIO ~~ I'" o~ Oi~ "'''' ~~ 51~ ~~ "'ill ~~ ~9 ~ ~~ (5 ~~ "i Bg~ ; 1j .,0 I ~ ~ ~h e ~ ~i~ ~ l1" SU 9 a! ~U i z~ '3 ~ ~a ;~~ ~ ~ '" VI ~ o.u ~~~ ~ ~~ ~h < ~~ :nil ~ Q'i n ~ rot ..; a::l o o 10 .n I N <0 ~ 8 ~~ ~ ~~;;7J. 8 "',.L ~~~ ~~~~,.L76 :~'~......~82 o"'G:;; tCI . to 01 -;'" I - ~a~'"'g~-5 :CCD.,5o'"'.aa , ,.. g x .;:- "'!q g.c <.20 :)Q....JO-L&..tJ.Z ~ AI.UIIINU.. OJ ..J o ..J Z <( <(OJ~(I) OJ 200:: 20-W 005> oa:(I)8 a: OJ a: zOJoQ UJ<( ..J UJ..JzO a:<-'UJOJ o UJ OJ a: o OJ ~~ II ~ ~~ "" :: ~ ",,,, "'" ~ <.:. 9"~ 15"'''' ~~! .at ..n ~~'" ~.:J.. 3 o~~ ,J 0-" ~ '!Ii::l;( ~il:I!i~ 519~ t1t40-~ SHEET , q] OF' ~ Iii :! d n ClIO ~~ i"" o~ aii!s ~i :ll~ ~5 lIliit ~~ ~.... n "" C"li ..; '"RAM" A~4D ALUI,4INUf,l SCREE~, VINYl.. OR CLASS WALL SEE DETAlLS SECTION 2 OR 5 o CE~TER LEDCER PIER @ 2..5. JOIST HANCER EACH END @ BRIDCINC 48. O.C. HOST STRUCTURE SHEDULE Of ALLOWABLE LOADS/Mo. ROOF AREA FOR ANCHORS ANCHORS INTO WOOD FOR OPEN BUILDINCS :J ~~ ~ ~II'I ~ c5~ ;;: I S~~ ~ ij :~~ ~ ~ ...- 3 ~ ~!~ ~ :~ !U ~ ~; ~~~ i ~~ ~U ~ ~! i~s < <~ ~~f ~ ~~ 5/8. PL YWOOO FACE CRAiN PERPENDICULAR TO JOIST WlD~ (VARIES) KNEE BRACE REQUIREO FOR HElCHT OVE~ .'-0" 3-1/2. CON CRE TE SlAB 3/8'.5. BOLT .'..' ? To? OR )".)".0.090. ALUI,4. LEDC€R SUPPORT EPS 'HALL PANEL 1 - 1 /2. X 3' X 0.052. RECEIVING Cl'ANNEL 18 . 1/2. S.'-4.S. 0 5. O,C. MIN. 3/4' PLYWOOQ DECK" ALLOWABLE LOAD /Mo. LOAD AREA(SF) 0 120 I,4PH WINO LOAD 1 ANCl'ORS 1 2 3 4 Dio. ANCHOR. El.IBEDI,4ENT 1/.. . 1-1/2' LAG SCREW '11/ 5/8. WASHER 0 2.. O,C. 1/... I' 2641/11-SF 5281/22-SF 7921/3J-SF 1,0551/ H-SF 1/... 1-1/2. 3961/'6-SF 7921/33-SF 1,1881/49-SF 1,5841/ 65-SF 1/... 2-1/2. 6501/27-SF l,3201/55-SF l.980l/82-SF 2.640l/109-SF 5/16.. 1. 3121/13-SF 5241/26-SF 9361/ 39-SF 1.2481/ 52-SF 5/16'. 1-1/2. 4081/19-SF 9361/38-SF 1,4041/ 59-SF 1.8721/ 78-SF 5/16.. 2-1/2. 7801/32-SF 1,560l/64-SF 2.3401/ 97-SF 3,120l/130-$F 3/8.. l' 3561/15-SF 712#/3O-$F 1,0681/ 44-$F 1,4241/ 59-SF 3/8.. 1- I /2. 5341/22-SF 1,0581/44-SF 1.5021/ 56-SF 2,1361/89-SF 3/8.. 2-1/2. 8901/37-SF 1,180#/74-SF 2,670#/"1-SF 3,550l/148-SF <Xl o o ., ., I N<O ~g ~g ~ ~~~'7J. c3 ,'" ~ g ~ ~ - <Xl 0 <Xl I'" I ~g,~"~6g >ot,lf) o-"f'oaJ oO'J~~_cc \ . <Xl ",.. 1- ~ ~ t'"' g ~ -5 :t:ali~'::'~a ~~:~~.9~ :Ja.....a.t..t..z COMPOSlTE PANEL WALL TO WOOO DECK ALUI,4INUf,l POST S€:E TABLE ANCHORS iNTO CONCRETE FOR OPEN BUILDINGS ALLOWABLE LOAD /Mo. LOAD AREA(SF) 0 120 I,4PH WIND LOAD 1 ANCl'ORS 1 2 3 4 Dio. ANCHOR. El.IBEDI,4ENT 3/4' PLYWOOD DECK " ~ BOLT SEE TABLE --- U-ClIP LAG SCREW SEE TABU: 7571/31-SF 1.5141/53-SF' 2.27'I/95-SF 3,0261/125-SF 1,OS71/44-SF 2,1141/88-SF J.1711/132-SF 4,2261/175-SF' 1,4431/50-SF 2.8861/' 20-SF 4.3291/180-SF 5.7721/240-SF' 1/4'. 1-1/2" 3/8'. 1-1/2" 1/2.. 2-1/4. NOTES: 1) ALL WALL FRAMING 16' O.c.. (EX~TION: Z.' O.c. FOR WOOO STORAC€ ROOM) 2) PIER POST CAN BE BOLTED TO SLAa OR CONTINUOUS f'OOTE~ OR HAVE ISOlATEO CONCRETt fOOTER EACH !'IEFt &E DErAlL 3) C(NTER STRIN~ R(OUIRED ONLY IF DEP~ OF DEO< EXCEEDS 10'-0. .) HURRICANE: ANCHOR EACH JOIST TO CEl'olTER STRINGE.~ TYPICAL WOOO DECK I' 0 . l' WOOO SCREWS W / WASHERS (3) PER PANEL TI-lROUGH BOLTS POST TO BEAM FOR OPEN SUILDINGS ALLOWASLE LOAD/yo. LOAD AREA(SF) 0 120 MPH WIND LOAD 1 ~ROUCH BOlTS 1 2 03 Dio. ANCHORx(LENG~ ,. POST ~ICKNESS + '/2') 1/4.. (+1/2" 2.3561/98-SF 4,7121/196-SF 7.0581/294-SF' 03/8'. (+1/2' 5,300l/22'-SF \O,5001/442-SF 1/2" (+1/2' 9,4261/39J-SF (1) 21- :)z zUJ (1)2~ UJ :) a.. D:..J2 :)<0 I- oao :)z, 0:< t;a~ 0- 0:2 ~~ u. POST TO WOOD DECK ~ 4LU..I::.. (2) INTERNAL L's OR REC(lVlNG CHANNEL - 2-1/4. , BOLT BOL TS EACH ANGLE 190 LAG SCREWS 3/4' Pl'fWOOO DECK SEE TABLE \ / ALUMINUM COVER (S€:E CONNECTION TO HOST STRUCTURE) TABLE 1: MAX. ROOF' AREA FOR ALUMINUM POST FOR A HOUS€: PORCH FOR ALLOWABLE ROOF' AREA USE 'AREA' '" S X (W/2 ... DoH,) EXAMPLE; 'S",. 7' , W = 12'. & O.H. += 2' ~US: .AREA. = 56 SF POST TY?E MAX. ALLOW, ROOF' AREA FOR VARIOUS TYPE POST IN SF 2'~4' STUDS 1. . 2. CHANNEL 2'.4. TOP PLATE P. T. PINE . -- HURRICANE ANCl'ORS AND ALTERNATE STUDS TOP AND BOTTOM ~ POST HEIGH POST MAX 1 WALK-ON UP TO 55 1/5.F. AND 120 MPH WIND LOAD 3.._3'.0.060. _ROLL FORMED.. r- 9' 8.750 ALUMINUM BEAM FRAMING INTO CORNER OF' WOOD FRAMED unuT'f SHED DETAIl. . ~ P.T. 2.~4. APPROVED SIQING AS REQUIREO 1/4..3" BOI.TS OR T - BOI. TS I N TO CONC. SlAB 0 24' D,c.. wi 1/8'.1 -, /2' WASl-iEJ1S -t-- 3-1/2" 1- WAlL SECTION 1/4' ~RU BOLT (1) 1/4..2' LAG BOLT (2) PER POST ALUI,4JNUM CASTING POST 3". 3'. ___. S€:E TABLE FOR POST WALL ~ICKNESS 1/.. MASONRY ANCHOR (2) PER POST INTO CONCRETE SCREET:4 R9QM (2) 0 POST AND 2 -0 O.c.. LAG SCREWS SEE TABLE 167 SCREEN ROOM WALL TO WOOD DECK 3.._3'.0.060' _SCALLDPEDo______ 10'-10. 10,000 3'._3.._0.90' _TUBEo____ 1" - 1 O. 14.850 277 (4) 110 . 1-1/2. SMS EACH ANCLE 3'._3".D.12S._TUBEo___ ,,'- 8. 19.440 4'._4.. D.12S' _TUSEo_ 15'- g. 26,190 o ALLOY 5063 T - 6 .. ALLOY 3105 H15 499 6403 ~! lL, .... ~ r ~ ~ ~~~ 0"'", ~~! i !i~; 113 ~ ~ d ..... " c:! 3 ::! ~ a ~ ~ l"i' ~ ALTERNATE POST: 4' ,c 4. P.T.P. TO 'HOOD DECK OR BEAM FOR ALUI,4INUM ROOF' VIRGIN SOfl. REPLACED SOIL 3/8. . 3-1/2. TI-lRU BOLT 1/4. . 2-1/4" EXPANSION BOLT (2) EACH PER SASE 16. . 16. . 4' CONC'-'ETE PAD 80 Ibs. 2500 PSI CONCRETE ~ 3" . 3. ALUM. POST OR ~ (2) IS BARS EACH WAY .' . 4' P,T,P. POST IN GALV, POST ANCHOR AND MAXil,4UY UPUFT , -+ (4) 1/4'. 2-1/4' TAPCON 16"'6' 5481 "12. / . ____ 24..24. 9781 -+ 03-1 2 SlAB 30'.30' 1,3881.J.. 16. MIN..J.. FASTENERS (SEE ANCHOR SCHEDULE) ~'" " . ~""'" ~1/..' 2' LAG BOLT / /////// / (2) PER POST 1'.2. TOP AND BOTTOY ISOLATED FOOTER ~ PLATE. SC~EW 2' O.C. - POST 2'.2'.0.044. EXTR. ~ 110 . 1-1/2. SCREWS (3) / PER POST MIN, TOP AND BOT. POST TO CONCRETE PAD DETAIL POST TO SlAB DEl AIL NOTE: NO FOOnNG REQUIRED EXCEPT WHEN ADDRESSiNG EROSION 2' - o' I,4IN. BEFORE SLOPE '-4IN 2500 PSI CONCRETE WI~ 5~6-'C.10 W,'N.~. OR FIBER MESH TYPICAL (1) IS BAR CONT, . (1) 14 BAR CONT, ~12" ,.' --, - FIBER MESH CONCRETE DOES 8. 8' NOT REQUIRE WIRE MESH FLA T SLOPE / NO FOOnNG YODERA TE SLOPE FOOTiNG STEEP SLOPE FOOTING o - 2./12' 2./' 2. - l' - 1 0' > l' - 1 0' SlAB DETAILS ADDRESSING EROSION 3-1/2. JOB NAME: ADDRESS: 1/4' MASONRY ANCHOR (2) PER POST TO CONCRETE SCREEN ROOM (2) 0 POST AND 2'-0. O.C. ALUMINUM SCREEN ROOM WALL UNDER WOOD FRAME PORCH AlUUINUM CON~TIONAl CONSTRUCTION PORCH POST CONNECTION NOTE: ~ OF ~ DRAWING FOR ONE PERMIT ONLY TABLE ': MAXIMUl.I SPANS FOR RO'l'AL ALUMINUM SUPER PAN PANELS OF 3105 H-Za ALLO'l' WIND LOADS PATENT 1 4,91a.898 CARPORTS. SCREEN .k VINYL ROOMS, .k OTHER OPEN BUILDINGS O.H, CONDITION NO O. H, I' 0, H. 2' 0, H, 2-1/2"x 0.019' 100 "'PH W, L. 1.'- 9" 14'- a" 15'- 2" "0 MPH W, L. lZ'- 9" lZ'-10" 13'- I" 120 MPH W. L. 11'- S" 11'- 7' 12'- 0" 2-1/2"x 0,022' 100 MPH W, L. 15'-]' 1S'- 9" 16'- 3" 110 MPH W, L. 13'-10' 13'-"" 14'- 2" 120 MPH w. L. 12'- a" 12'- a" 13'- I" 2-1/2"x 0.028' 100 MPH W. L 16'-11" 17'- I" 17'- 5. 110 MPH W. L. 15'- 2. 15'- 3. 15'- ]. 120 MPH W. L. 13'-10. 14'- 0" 14'- 5" 2-1/2"x 0.030' 100 MPH W, L '7"- 9. 1]'-10. 18'- 2. 110 MPH W. L. '5'-11. 16'- O. 16'- 4. 120 YPH W. L. 1.'- 6. \4'- r 15'- O. 2-1/2.x 0.036' 100 I.lpH W. L 19'- ,. 19'- 2. 19'- 6. 110 MPH W, L 1]'-'. 17'- 2. 17"- 6. 120.YPH W. L 15'- r 15'- a. 16'- ,. ALL BUILDING WES - UVE LOAD O.H. CONDITION 2-1/2.x 0.019. 2-1/Z.x 0.OZ2. 2-1/2.x 0.02a. 2-1/2.x 0.030. 2-1/Z.lt 0.036. 3' 0, H, 15'- r 14'- ,. 12'- a" 16'- a" 15'- O. 13' - 9. la'- 0" 16'- 4. 15'- l' 18'- 9. '7'- O. 15'- a. 20' - O. la'- O. 16'- a. 20 liSP L. L. .}O IISF L. L 20 IISF L L. .}O I/SF L L 20 IISF L. L .}O IISF L. L 20 IISF L L .}O IISF L. L 20 IISF L L. .}O IISF L. L. NO O. H. I' O. H, 2' O. H. 3' O. H. 1.'- 5. 1.'- 7. 14'-". 15'- 6. ,,'- 4. ,,'- 6. 11'-". 12'- 7- 15'- 6. 15'- a. 16'- O. 16'- ]. 12'- 5. lZ'- 7- lJ'- O' 13'- a' 16'-10. 11'- O. '7'- 4' 11'-". 1J'- g. 'J'-I'. 1.'- 4. 15'- O. 11'- a' 17'- 9" la'- ,. la'- a. 14'- 5. 14'- 6. 14'-1'. 16'- 7- 19'- o. 19'- ,. 19'- 5. 19'-". 15'- a. 15'- t' 1a'- O' 1a'- 7- 1. TOTAL ROOF PANEl. WlOTH ,. ROOM WlOTH PLUS WALL WIDTH PLUS OVERHANG. 2. THE SMALLEST VAlUE OF THE WINO LOAD TA8lE OR THE UVE LOAD TABLE COvtRNS. TA8lE 1: MAXlIAUM SPANS FOR RO'l'AL ALUMINUM 'W- PANELS OF 3'05 H-2a ALLOY WINO LOADS CARPORTS. SCREEN .k VINYL ROOI.lS. &c OTHER OPEN BUILDINGS O.H. CONOtTlON NO O. H. I' O. H. 2' O. H. O.O.}O. 'N PANELS 100 MPH W. L. 15'- a' 15'-10. 16'- 2- "0 '-lPH W. L. 14'- ,. 1.'- 2' 14'- 7- 120 MPH W. L. 12'-10' lJ'- O. lJ'- 5. 0.034' 'II PANELS 100 MPH W. L 17'- 5. 17'- a' 11'-10' 110 MPH W. L 15'- 7- 15'- a' 17'-10. 120 MPH W. L ,.'- 2- 14'- .' 14'- 9. ALL BUILDING TY?C:S - UVC: LOAD O.H, CONDITION NO O. H. I' O. H. 2' O. H, 03' O. H. 0.030' 'II PANELS 20 I/st L L 15'- 7- 15'- g' la'- l' 1a'- 9. .}O list L L 12'- 9' 12'-11' 103'- 4' 14'- I' 0.034. 'N PANELS 20 I/SF L L 17"- 4' 17'- 5' 17'- 9' 1a'- 4. .}O IISF L L 14'- I' 1.'- J. 14'- 7' 15'- 4' I. TOTAL ROOF PANEL WIDTH ,. Rooy WIDTH PLUS WALL WIDTH PLUS OVERHANG. 2. THE SIAALLEST VALUE OF THE WIND LOAD TABLE OR THE LL TASLE caVC:RNS. J' O. H. 15'-10' 15'- 3- 14' - 2' 113'- 5' 16'- I' 15'- 5. TABLE I: MAXl\AU\A SPANS FOR STANDARD ALU"'INUI.I ROOF' PANELS OF 3105 H-28 ALLOY WIND LOADS: CARPORTS, SCREEN RooIAS, AND OTHER O?E:N BUilDINGS O.H. CONOITION NO O. H. l' O. H. 2' O. H. J'lt 0.026' 100 IAPH W. L 15'-". 16'- I. la'- s- IlO ....PH W. L 14'- 03- 14'- 5' 1.'-10' 120 lA?H W. L. 'J'- 0- IJ'- 2. !J'- r 100 IAPH W. L 113'-10' 113'-". 19'- 03- "0 ...PH W. L 16'-'0' 16'-11' 17'- 4' 120 lAPH W. L 15'-.' 15'- 6' 15'-,,' UVE LOAO; ALL BUILDINC TY?E:S O.H. CONQITION J-x 0.026' J'x 0.OJ2. J' O. H. 17'- O' 15'- S' 14'- 4' 19'- 9' 17'-"" 16'- 6' J'lt 0.OJ2' NO O. H. I' O. H. 2' O. H. J' O. H. 20 I/SF L L 'a'- I' la'- 2' 16'- r 17'- 2- .}O IISF L L 1J'- l' lJ'- J' lJ'- a. 1.'- 5' 20 IISF L. L. 113'-.' la'- 5' la'- g' 19'- 3. 30 list L L 14'-,,' 15'- ,. 15'- a' 16'- " 1. TOTAL ROOF PANEL WIDTH oa ROOY WIDTH PLUS WALL WIDTH PLUS OVERHANG. 2. THE SMALLEST VALUE OF' THE WIND LOAD TABLE OR THE LL. TABLE caVERNS. TABLE 1: I,4AX1MU\I SPANS FOR iNDUSTR'l' STANDARD ALUMiNU'-' COMPOSITE ROOF' PANELS 'N!310S-H14/l"'-25 ALUMINUM ALLO'l' SHEATHINC & 1.01 EPS CORE 'NINO LOADS CARPORTS, SCREEN & VINYL ROOMS, AND OTHER OPEN BUILDINGS. O.H, CONDITION NO O. H, I' O. H, 2' 0, H. 3' O. H. J'" 0,019' 100 t,I?H W. L 14'- 2' 14'- 4' :4'- a' 15'- 4' 110 MPH W, L. '2'- 7- 12'- 9" 13'- ,. 13'- 9. 120 MPH 'II, L. ,,'- 4" \1'- 6" \1'-10" 12'- 5" 3." 0.024. 100 I,4PH W, L. 15'- 4' 15'- 6. 15'-10" 1a'- 6" 110 MPH W. L 13'- 9. 13'-1'" 14'- 4" IS'- o' 120 "'PH W. L. 12'- 6' '2'- a' '3'- 2' lJ'-'" J.x 0.030' 100 MPH W, L. 16'- a" 16'- 9" 17'- 2" '7'- 9' 110 MPH W, L 14'-1'. 15'- D' 15'- 5" la'- ," 120 MPH W. L !J'- 7. 13'- 9' 14'- 2' '4'-10. 4." 0.019. 100 MPH W. L lJ'- 2" 13'- 4" 13' - a. 14'- 4' 110 lAPH 'II, L \1'- 5. 11'- ]" 11'-1 ,. 12'- ]" 120 MPH W. L 10'- 4' 10'- 6" 11' - 0" ,,' - a' 4'x 0.024' 100 MPH 'II, L. 1S'- a' 15'-10' 16'- 2" 16'-10' 110 I.lPH 'II, L 1.'- o. 14'- 2' 14'- ]. 15'- J' 120 I.lPH W. L '2'-10" IJ'- o' lJ'- 5" 14'- 2. 4'x 0.030' 100 MPH W. L 18'- a' la'-10" 19'- " 19'- r "0 MPH W. L 16'- g' 16'-10' , 7' - 2' 17'- 9. 120 lAPH W. L 15'- 3' 15'- 4' 15'- 9" 1a'- 4. UVC: LOAD (INClUDES 2 IISF DEAD LOAD) ALL BUILDING WES 3'lt 0.019" 2211SF ,,'-''' lZ'- I' 12' - 5' lJ'- l' J211SF 9'- 9. 9'-1'" 10'- 3' 10' -,,' 3'lt 0.024' 221/SF !J'- l' !J' - 2. 1J'- a' 14'- 5' 321/SF 10'-10' ,,' - o' 11'- s" 12'- 5' J'lt O.O'}o' 221/SF 14'- 2' 14'- 4. 14'- 9' 15'- 5' nl/SF '1'- 9' , "-\1' 12'- 5' IJ'- 2' 4'lt 0.019' 221/SF 12'- 4' 12'- 6' 12'-10' lJ'- a' JZIISF 10'- 2' 10'- 4' 10'- a' 1"- 4. 4'lt 0.024' 221/SF lJ'- 5' lJ'- 5" 14'- o' 1.'- a' J21/SF ,,'- ,. ,,'- 3' ,,' - 9' 'Z'- 7- 4.x 0.030' 2211SF 15'-11' 15'- O' 16'- 5. 1 7' - o' 321/SF lJ'- 2' '3'- 4' 1 J' - g" 14'- 6. 1, TOTAL ROOF PANEl. WIDTH ,. ROOY WlOTH + WALL WIDTH + OVERHAI'.G. 2. THE LESSER SPAN OF' WINO LOAD OR UVE LOAD Sl1ALL caVERN. 4'- 9' 4'- 4- .'- O' J'- 9' J'- 6' J'- 4' J'- 2' 6'- I' 5'- a' 5'- I' 4'- 9' 4'- a' 4'- 3' 4'- ,. a'-10. a'- J' 5'- 9' 5'- 5' 5'- I' 4'-10' 4'- 7' 100 "'PH "0 f,lPH '20 MPH 4'-10' 4'- s. 4'- I' J'-10' J'- 7' J'- S' J'- 3. 4'- 5" 4'- o. J'- g' J'- 6' 03'- J' J'- I' 2' - ". .'- ,. J'- g. J'- 5' J'- 2' 03'- o' 2'-\0' 2' - g' a'- 2' 5'- 7' 5'- 2' 4'-10' .'- 7" 4'- 4. 4'- 2' 5'- 7' 5'- I' 4'- 9' 4'- 5. 4'- 2' 3'-1'" J'- g' 5'- 2' 4'- 9. 4'- 4' 4'- ,. J'-10' 3'- a' 3'- 6' a' -". 5'- ." 5'-10. 5'- 6' 5'- 2' 4'-". 4'- a' a'- 4' 5'- 9' 5'- 4' 5'- O' 4'- a. 4'- 5" 4'- J" 5'-10' 5'- .' 4' -,,' 4'- 7- 4'- 4" 4'- 1" 3' - " . TABLE 2: MAX. ROOF' BEAM SPANS FOR SCRHN .It CLASS ROOMS. UTIlITY ROOMS. SHEDS ANO OTHER ENCLOSEO STRVCT\JRES 'NI SOLID ROOfS ALUMINUM BEAMS OF 50603 T -6 ALLOY EXAlAPlE: FOR SPAN .L' ON DRAWlNC USE LOAD 'MOTH " 'W" /2 .. Q,H, 2"x 4'x 0.050" TILT BEAM: LOAD WIDTH oa 14'/2 .. 2'O,H, a 9' LOAD WITH" g'; LL. 0 22I1SF'; SPAN" 4'- 6. LOAD WITH " 9'; 100 f,lPH 'N, L.; SPAN" 3'- 9' USE J'- 9' BEAM SIZE BEAM SPAN FOR DESIGNATED LOADS BEAI.l UVE LOAD WINO LOAD LOAD 'NlDTH 22115. 32 liS. 2.x 4"x O.OSO"x TILT BEAl.l 5' 9'- g' 6' 8'-". ]' 8'- 3' a' l' - 9' 9' l' - J' 10' 6'-11' 1" 6'- 7- 2'lt 4'x O.044'lC 0.120' 5.\1.6. 5' 12'-10' 10'- 5' 10'- a' g'- a' a'-,,' 6' ,,'- a- g'- 6' 9'- a' a'-10' a'- 2' 7' 10'-10. a'-10' 9'- o. 8'- 2' 1'- r a' 10'- I' a'- J' 13'- 5' 1'- a' 7'- l' 9' 9'- a' 7'- 9' 1'-,,' 1'- 2' 6'- a' la' 9'- " 1'- 5- 7"- 6. a'-10' 6'- 4' 1" 8'- a' 7'- o' 7'- 2' a'- 6' 5'- o' 1, THE SMALLER SPAN FROY THE LL OR THE WINO LOAD TA8LE ca~RNS. 100 MPH 110 f,lPH 120 MPH a'- o' 7'- 3' 6'- 9. 6'- J' 5'-1" 5'- ]. 5'- 4. a'- l' 7" - S. 6'-10' 6'- 5' 6'- 0" 5'- 9. 5'- 5' 7'- 4" 6'- g' a'- J' 5'-10" 5'- 6' 5'- 2' 4' -,,' 6'-10' a'- J' 5'- 9' 5'- 5' 5'- I. .'-10' 4'- 7- TABLE 3: MAXIMUM HEiGHT OF UPRIGHTS FOR SCREEN AND ClASS ROOMS EXTR\JSTIONS AND SELF ),fATING SEAMS OF 505J T -5 AlUMINUM AlLOY USING SCRt:EN PANEl. WlOTH 'W- (SEE TY?ICAL GlASS ROC", DRAWING), SELECT UPRIGHT REQUIRED FROM THE MAX HEIGHT ALLOWED FOR EACH EXTRUSION .;; ~ d ~o ~ 3 0" ~~ Vi H ~ 0 010 o~ .., j "'d ao Co; ~... [3",,:; ~ u .,.OJ 8 ~ I~ ~h '" 0 - u ~ ~~ ~~e " ~ao III!!! ~ ! ~'i' ~z li~ ~ -"' :Ji~ z'" ~5 a9 ~~ g ~3 III~ III '" ",ij ~~ i"5 ~ i!l! ~h < "'III i!lg ~" _dO :5 ;=~ n 1II~g: 01 ~ 0; ,oj 10 o o ., -:1 I NtO ~o ~a; ;; "8-~1 ~ ;!;ra~~ ,,<o-r1O -<OO<oI~1 ~8.-g"1068 ,.,,'" 5""0<0 oat.:;:(!j 101 .10 at";" I - ~s~'-'g~~ J:Ln3o.....~g -i c: "'_ 9 viq:~~.2:'O ::)o.....o.,,-,,-z WID TH 'w" 36' 4Z' .a' 54' 60' 156' 72- 7a- EXTRUSION 2'x 2.lt 0.04.' g'- 2- 8'- a' 7'-,,' 1'- 6' 7'- l' a'- 9' 2'x 2.x 0.050' 10'- 2- 9'- 5' a'-10' a'- 2- 7'-,,' 7'- a- 7'- 2- a' -". 2-x 2'x 0.09J' 12'-10- 11'-11' ,,'- " '0'- 6' 9'-11' 9'- s' 9'- " a'- a- J'x 2'lt 0.050' 10'- a- 9'-'" g'- J' a'- g" a'- J- 7'-11. 7'- a. 1'- J' 2'x J'x 0,050' 12'-10' 11'-11' 11'- I' 10'- a' 9'-11' 9'- a. g'- l' a'- 8- J'lt 2'lt 0.070' lJ'- a- '2'- a' 11'-10' ,,' - 2. 10'- 6' 10'- " 9'- a- 9'- J- NOTES: ClASS ROC!.lS THE ADDITION OF' AN ALUMINUM FRAME WINDOWS '11/ ClASS PANES THAT ARE DESlGNED TO 110 MPH WIND LOAD REQUIREMENTS TO n;E ABOVE UPRIGHT SIZES INCREASES THE STRENGTH SO THAT ADDITIONAL FRAMING IS NOT REQUIREO, SHEDULE OF' ALLOWABLE LOADS !MOlt ROOF' AREA FOR ANCHORS ANCHORS iNTO 'NOOO FOR OPEN BUILDINGS ALLOWABLE LOAD !MOlt LOAD AREA(SF) 0 120 MPH WINO LOAD I ANCHORS' 2 J 4 Dio, ANCHORlt EM8EDMENT l/"'lC ,. 25411"-SF S281/22-SF 792I/J3-SF 1,056// <<-SF 1/4'lt 1-1/Z' 3961/16- SF 7921133-SF 1,1881149-SF 1,58411 55-SF 1/4'lt 2-1/2' 6001/Z7-SF 1,3201155-SF 1,98011a2-SF 2.a4Dl/l09-SF 5/'6'lt l' 3121/1 J-SF 6241126-SF 9361/ J9-SF 1,24,8// 52-SF 5/1a'x 1-1/2' 46811'9-SF 9J61/J8-SF 1,4Q41/ 59-SF 1,8721/ 78-SF S/la'x 2-1/Z' 7a01132-SF I,SoOI/54-SF 2.J4,01/ 97-SF J, '201/1.}O-SF J/a'lt l' J56I/15-SF 7121/.}O-SF 1,068// 44-SF 1,4241/ 59-SF J/a.lC 1-1/2' SJ41/22-SF 1,0681/44-SF 1,6021/ 66-SF 2,136// 89-Sf J/8'lt 2-'/2" 890l/37-st 1,780l/74-SF Z.6701/111-SF 3,5601/\48-SF ANCHORS INTO CONCRETE FOR O?E:N 8UILDINGS ALLOWABLE LOAD!Molt LOAD AREA(SF) 0 120 MPH WINO LOAD I ANCHORS 1 2 J . Dio. ANCHORlC EM8EOlAENT '/4.x '-I/Z- J/8'lC 1-1/2' 1/2-x 2-1/.' 7571/Jl-SF 1,514115J-SF 2.2711/95-SF J,0281/126-SF 1,OS71144-SF 2.'14I/a8-SF .J,1711/'J2-SF 4,2281/17a-SF 1,4,.JI160-SF 2.88611120-SF 4,3291/'60-SF 5.7721/240-SF TA8LE 2: MAX. ROOF SEA", SPANS FOR SCREEN &c GlASS ROOMS. UTIUTY ROOMS, SHEDS AND OTHER ENCLOse:D STRUCT\JRES 'H/ SOUD ROOFS AlUMINU.". BEA....S OF 6063 T-5 ALLOY EXAMPLE: FOR SPAN '"1..' ON DRAWING use: LOAD WlDn; " 'w"IZ + O.H. 2.x 4.lt 0.050' TILT BEAM: LOAD WIDTH = 14'/2 + to.H. = 9' LOAD WITH ,. 9'; LL 0 22 list: SPAN = 4'- 6' LOAD WITH ,. g'; 100 MPH W. L; SPAN = 03'- 9' USE 3'- 9' BEAM SIZE SEA", SPAN FOR DESIGNATED LOADS BEAM UVE LOADWlNO LOAD LOAD WIDTH 2211st 3211SF 2'lt 2'xQ.044' EXTRUSION 5' 5'-10' a' 5'- 4' 7" 4' -11' 8' 4'- 7- 9' 4'- 4' 10' 4'- " 1" J'-ll' 2'x 2'lt 0.050" EXTRUSION 5' 6'-" 5'- O' 5'- I' 4'-]' 4'- J' 6' 5'- r .'- 6' 4'- 7- .'- 2' J'-'" 7' 5'- 2' 4'- 2' 4'- J' J'-'" J'- 7' 8' 4'-10' J'-1" 4'- O. J'- 7' J'-.' g' EXAMPLE 4'- a' J'- a' 3'- g' J'- 5' 03'- 2' 10' .'- 4' J'- s' J'- 7" J'- J' J'- o. ,,' 4' - 1" J' - .' J' - S' J' -,' 2' -10' 2'x 2'lt 0.093 EXT OR 2'x J'xO.050' TILT BEAM OR 2'x J'xO.OSO. EXTRUSION 5' a'- o' a'- a' a'- a' a'- o' 5'- r 6' 7'- 4' 5'-11' a'- I' 5'- a' S'- " 7' 6'- g' 5'- a' 5'- 7' 5'- I' 4'- 8' a' a'- 4" 5'- 2' 5'- J- 4'- g' 4'- 5. g' 5'-'" 4'-10' 4'-'" 4'- 6' 4'- " 10' 5'- a' 4'- 7' 4'- a' 4'- 3' J'-1" II' 5'- s' .'- 4. .'- 5' 4'- o' 3'-10. 3'x 2'x 0.050' EXTRUSION 5' l' - 5' 6' a'- 9' 7' 6'- J' a' 5'-10' 9' 5'- 6" 10' 5'- 3' 1" 5'- O' J'x 2'xO.070' EXTRUSION 5' 8'- 4" 6' 7"- a' l' 7"- I" a' 6'- r 9' 6'- J' 10' 5'-'" 11' 5'- a' iHROUGH BOLTS POST TO 8EAI.I FOR OPEN BUILDINGS ALLOWABLE LOAD!Mox LOAD AREA(SF) 0 120 MPH WINO LOAD I THROUGH BOL TS I 2 J 0'(1. ANCl-lORx(LENGTH = POST THICKNESS.. 1/2") 1/4.x t+l/2' 2,3561/98-SF 4,7121/'96-SF 7,0681/29.-SF 3/a.lt t+l/2' S,3001/221-SF 10,60011.4Z-SF 1/2"x Hl/2. 9,42611J9J-SF Joe NAME; ADORESS: ~ A"U..,':=UII Q)(1)Q) ~..Ja: O..Jw 0<> a:~0 zzO wWo ww- a:a:..J 000 Q)Q)Q) ~>- 8:~ Ii ~~ '" :: . "'... ..,... . <..!. ~~~ ...~'" 'C ~c;~ W"l ~ . dI ..., '" ~~~... ;z., "_ <3 I ~ . ;;~g ~ ~ ~ -'" o ~;.; pa:~~;:: ~EID OF ~ DRA'MNG FOR ONE PERMI T ONL'l' TASLE " MAXII.4UM SPANS FOR ROYAL ALUMINUI.I SUPER PAN PANELS OF 3105 H-28 ALLOY WINO LOADS PATENT I 4.918.898 GLASS ROOMS. UnllTY ROOMS. SHEDS. &: OTHER ENCLOSED BUILDINGS O.H. CONDlnON NO O. H. I' O. H. 2' O. H. 2-1/2'x 0.019' 100 MPH W. L. 10'-10' ,,'- O' 1"- S' "0 MPH W. l. g'- g' 9'-11' 10'- 4' 120 MPH W. L. 8'-1" g'- 2' g'- g' 2-1/2'x 0.022' '00 MPH W. l. ,,'- 7' ,,'- g' '2'- 2' 110 MPH W. l. 10'- S' 10'- 7" ,,'- l' 120 MPH W. l. g'- 8' 9'-11' 10'- S' 2- 1 /2'x 0.028' 100 MPH W. L. 12' - 7' 12' - g' 1J' - 2' 110 MPH W. L. 1"- S' 1"- 7' 12'- l' 120 MPH W. L. 10'- a' 10'-10' 1"- S' 2-1/2'x 0.0.30' 100 MPH W. L. 13'- 2' 1J'- 4' 13'- g' 110 MPH W. L. '2'- O' 12'- 2' '2'- a' 120 MPH W. L. ,,'- 3' ,,'- S' ,,'-,,' 2-'/2'x 0.0.30' 100 MPH W. L. 14'- 2" 14'- 4' 14'- g' 110 MPH W. L. 12'-11' 13'- ,. 1J'- o' '20 MPH W. L. 12'- l' 12'- 3' 12'- a' ALL BUILDING TYPES - UI;'( LOAD O.H. CONOITION 2-1/2'x 0.019' 3' O. H. 12'- 2' ," - 2' 10'- S' 12'-11' "'-11' ,,' - 3' 1J'-1 l' 12'-'" '2'- 3' '4'- o' 13'- s' 12' - g' 15'- 5' 14'- 3' 13'- 7" NO O. H. I' O. H. 2' O. H. 3' O. H. 20 I/SF L. L. 14'- S' 14'- 7" 14'-'" 15'- o' 30 I/SF L. L. ,,'- 4" 1"- 0' ,,'-,," 12'- 7" 2-1/2'x 0.022" 20 I/SF L. L. 15'- 0" 15'- a' 10'- 0" 10'- 7" 30 I/SF L. L. 12'- 5' 12'- 7" 13'- O' 1J'- a' 2-1/2"x 0.028' 20 I/SF L. L. 10'-10' 11'- 0" 17'- 4" '1'-11' 30 I/SF L. L. 13'- g' 13'-11' 14'- 4' 15'- o' 2-1/2'x 0.0.30' 20 I/SF L. L. 17'- a' 11'- g' la'- ,. la'- a' 30 I/SF L. L. 14'- 5' 14'- 0" 14'-'" 16'- 7" 2-1/2"x 0.0.30' 20 I/SF L. L. 19'- 0" ,g'- ,. 19'- 5' 19'-'" 30 I/SF L. L. 15'- 0" IS'- r 10'- 0" '0'- r 1. TOTAl ROOF PANEL WlOTH '" Rooy WlOTH PLUS WALL WIDTH PLUS OVERHANG. 2. lriE Sl.lALLEST VAlUE OF lriE WINO LOAD TABLE OR lriE UVE LOAD TABLE GOVERNS. TABLE 1: MAXlI.AUU SPANS FOR ROYAL ALUI.AINUI.t 'w" PANELS OF 3'05 H-28 ALLOY WIND LOADS GlASS ROOMS, unuTY ROOMS. SHEOS, &: OTHER ENClOSED BUILDINGS O.H. CONDITION NO O. H. I' O. H. 2' O. H. 0.030' W PANELS 100 MPH W. L. 11'- a" 1"-10' 12'- 4' "0 MPH W. L. 10'- 7a 10'-10" 11'- 4' 120 MPH W. L. g'-,,' '0'- ,. '0'- aa 0.0.34' W PANELS 100 MPH W. L. 12'-'" l.r- o' 13'- 0" "0 MPH W. L. ,,'- g" ,,'-,,' 12'- 5' 120 '-IPH W. L. 11'- o' ,,'- 2" 11'- aa ALL BUIlDING TYPES - UVE LOAD O.H. CONDITION 0.030" 'N PANELS 3' O. H. 13'- ,. 12'- 2" ,,'- 7" 14'- 3" 13'- 2' 12'- o' NO O. H. " O. f-I. 2' O. H. 3' O. H. 20 I/SF' L.L. '5'- 7a 15'- g" 10'- ," 10'- g' 30 I/SF' L.L. '2'- g" '2'-"" '3'- 4' '4'- ,. 0.034' W PANELS 20 I/SF L.L. 17'- 4" '1'- S' '7'- g' la'- 4' 30 I/SF L.L. 14'-'" 14'- J" '4'- 7" '5'- 4' 1. TOTAL ROOF PANEL WIDTH '" Rooy WIDTH PLUS WALL WIDTH PLUS OVERHANG. 2. THE SlolALLEST VAlUE OF THE WINO LOAD TABLE OR lriE L.L. TABLE GOVERNS. TABLE 1: '-IAXlIAUI.t SPANS FOR STANDARD ALUI.tINUI.A ROOF PANELS Of' 3105 H-2a ALLOY WINO LOADS; GlASS ROOMS. unuTY ROOMS. SiiEDS. AND OTHER ENClOSED BUILDINGS O.H. CONOITION NO O. H. " O. H. 2' O. H. J' O. H. J".0.020' 100 l.4PH W. L. "'-10" '2'- 0" 12'- o' lJ'- 3" "0 MPH W. L. '0'- g' '0'-1" ,,'- 0" '2'- 4' 120 '-IPH W. L. 10'-" 10'- 3" 10'-10" 1"- g' 100 l.4PH W. L. 14'- 0" 14'- ,. 14'- 0" 1S'- 2" "0 MPH W. L. '2'- g" '2'-'" 13'- 4' 14'- l' 120 '-IPH W. L. 11'-11' 12'- I" 12'- 7" 1J'- 4' UVE LOAD; ALL BUILDING TYPES O.H. CONOITION 3". 0.020' 3". 0. OJ2" NO O. H. " O. f-I. 2' O. H. J' O. H. 20 I/SF L. L. 10'- " 10'- 2" 10'- r 11'- 2" 30 I/SF L. L. 13'- l' 13'- 3a 13'- a" 14'- 5' 20 I/SF'L. L. la'- 4" la'- 5' la'- g" 19'- 3" 30 I/SF' L. L. 14'-'" 15'- ," 's'- o' 10'- I" 1. TOTAL ROOf' PANEL WIDTH '" ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG. 2. THE SlolALLEST VALUE Of' THE WINO LOAD TABLE OR lriE L.L. TABLE GOVERNS. 3'. 0.032a TASLE 1: ,'.4AXIMUM SPANS FOR INOUSTRY STANOAHD ALL;MINUM COMPOSITE ROOF PANELS W/3105-HI4jH-2S ALUMINUM ALLOY SHEAlriiNG &: 1.01 EPS CORE 'NINO LOADS GLASS ROO'-lS. UTILITY ROOMS. SHEDS, AND OTHER ENCLOSED BUILOINCS. NO O.H. l' O.H. 2' O.H. )'x 0.019' 100 "'PH 'N. L. 8'- a' 8'-10' 9'- 4' 110 MPH W. L. 7'- r 7'- g' 8'- 3' 1 20 MPH W. L. 5' -11 ' 7' - l' 7' - 7" 3'x 0.024' 100 MPH 'N. l. 10'- 4' 10'- o' ,,.- O' "0 MPH W. L. g'- 3" g'- 5" 9'-11' 120 MPH w. L. a'- 7" 8'- g' g'- ). 3'x 0.030' 100 MPH 'N. L. 12'- 4' 12'- S' 13'- o' 110 MPH 'N. L. ,,'- ). ,,'- 5' 11'-11' 120 MPH w. L. 10'- 6' 10'- 8' 1"- J' 4'x 0.019" 100 MPH 'N. L. 9'-10' 10'- 0" 10'- 0" 110 '-IPH w. L. a'- g' a'-,,' g'- 5" 120 "'PH w. L. a'- l' 8'- ). a'- g' 4'x 0.024" 100 ....PH W. L. 1"- a' 11'-10' 12'- 4' 110 MPH W. L. 10'- 7" 10'-10' ,,.- 4' 120 '-IPH w. L. 9'-11" 10'- l' 10'- a' 4'x 0.0)0' 100 "'PH W. l. 13'-10" 14'- 0" '4'- 5' 110 MPH W. L. 12'- 7" 12'- g' 13'- 3" 120 MPH 'N. L. "'-10' 12'- O' 12'- S' UV( LOAD (INClUOES 2 I/SF' DEAD LOAO ALL BUILDING TYPES 3'x 0.019" 221/SF' ,,'- l' '2'- l' 12'- s' J21/SF' g'- g' g'-,," 10'- 3' 3".0.024' 221/SF 13'- l' 13'- 2" 13'- a" )21/SF 10'-10' ,,'- 0" ,,'- 0" 3". 0.030' 221/SF 14'- 2" 14'- 4' 14'- g" J21/SF ,,'- g' 11'-11" 12'- 5' 4'.0.019' 221/SF 12'- 4' 12'- 6' 12'-10' J21/SF 10'- 2' 10'- 4' 10'- a" 4'.0.024" 221/SF 13'- S' 13'- o' 14'- 0" 321/SF ,,'- I" ,,'- J' ,,'- g' 4". 0.030" 221/SF 1S'-11' 10'- 0" 10'- 5' J21/SF 13'- 2" 13'- 4" 13'- g' 1. TOTAL ROOF PANEL WIDTH '" ROOY WIDTH + WALL WIDTH + OVERHANG. 2. lriE LESSER SPAN OF' WIND LOAD OR UV( LOAD SHALL GOV(RN. 4'- g' 4'- 4' 4'- o' 3'- g" 3'- 5' 3'- 4" 3'- 2" 5'- ,. 5'- 0" 5'- I" 4'- g' 4'- o' 4'- 3' 4'- l' 0'-10' 0'- 3' 5'- g' 5'- 5' 5'- ,. 4'-10' 4'- 7" 100 MPH 4'-10" 4'- S' 4'- ,. 3'-10" 3'- r 3'- 5' 3'- 3' 4'- S' 4'- o' 3'- g' 3'- o' )'- 3" 3'- l' 2'-,,' 0'- 2" 5'- 7" 5'- 2" 4'-10" 4'- 7" 4'- 4- 4'- 2" 5'- 7a 5'- 1" 4'- g' 4'- 5" 4'- 2" 3'-,,' )'- g' 0'-11' 6'- 4' 5'-10' 5'- o' 5'- 2" 4'-1" 4'- 8' 0'- 4' 5'- g" 5'- 4' 5'- 0" 4'- a" 4'- 5' 4'- 3" 3' O.H. 10'- 2' g'- I' a'- S' "'-10' 10'- g' 10'- ,. 13' - g" 12'- g' 12'- l' ,,'- 4' 10'- 3' g'- 7" 13'- ,. 12'- 2' ,,'- 7" 15'- I" 14'- 0" 13'- 3' 13'- l' 10'-'" 14'- S' 12'- S' 15'- 5" 13' - 2' 13'- 0" 1"- 4' 14'- a" 12'- 7a 11'- o' 14' - o' ',0 MPH 120 MPH 4'- I' 3'- g' 3'- s' 3'- 2' )'- o' 2'-10' 2'- g' s'- 2" 4'- g' 4'- 4' 4'- ,- 3'-10" 3'- a" 3'- o' 5'-10' 5'- 4' 4'-11' 4'- 7" 4'- 4' 4'- ,. 3' - " . TABLE 2: MAX. ROOf' BEAM SPANS FOR SC~EEN &: GLASS ROOMS. unLITY ROOMS. SHEDS ANO OTHER ENClOSED STRUCT\.JRES w/ SOLID ROOFS ALUMINUM BEAMS Of' 5053 T - 0 ALLOY EXAMPLE: FOR SPAN 'L' ON DRAWING USE LOAD WlOlri = "N" /2 + O.H. Z'x 4'x 0.050' nLT BEAM: LOAD WIDTH = 14'/2 + to.H. = g' LOAD 'MTH = g'; 1.L. 0 221/SF; SPAN = 4'- o' LOAD WITH = g'; 100 MPH W. L.; SPAN = )'- g' USE 3'- g' BEAM SIZE BEAI.t SPAN FOR DESIGNATED LOADS SEA'-I UVE LOAD WINO LOAD LOAD WIDTH 221/Sf' J21/SF' 2'x 4"x O.OSO'x nLT BEAI.t 5' g'- g" 0' a'-I" l' a' - J' 8' l' - g' g' l' - 3' 10' 0'-'" ,,. 5'- 7a 2'x 4'. O.044"x 0.'20' S.I.l.8. 5' 12'-10" 10'- S' 0' ,,'- a' g'- o' 7' 10'-10' a'-10' a' 10'- I' a'- 3' g' g'- o' 1'- g' 10' g'-,' 7'- s' 1\' er- 13" 7'- 0" 1. Tl-iE SMALLER SPAN FRO'" THE L.L. OR a'- o' 7' - 3" 0'- g' 0'- )" 5' -,,' 5'- 7" 5'- 4' a'- l' 7' - S' 0'-10' 0'- 5' 0'- o' 5'- g" 5'- 5" 100 MPH ',0 MPH 120 MPH 1'- 4' 0'- g" 0'- J" 5'-10" 5'- 0" 5'- 2" 4' -,,' 0'-10' 0'- 3" 5'- g' 5'- s' 5'- I' 4'-10' 4'- 7" 10'- 8" g'- a' a'-,,' g'- a' a'-10" a'- 2' g'- 0" a'- 2" 1'- 7" 8'- 5' 1'- a" 7'- I' 1'-,," 7'- 2" 0'- a" 1'- 5' 6'-'0' 0'- 4' 7'- 2" 6'- 6" 0'- 0" THE WINO LOAD TABlE GOVERNS. TABLE 3: MAXiMUI.l HElGHT OF' UPRIGHTS FOR SCREEN AND GlASS ROOMS EXTRusnONS AND SELF' '-I A nNG BEAMS OF 15063 T -5 ALUIAINUY ALLOY USING SCREEN PANEL WlOTH 'w" (SEE TYPICAL GlASS ROOM DRAWING), SELECT UPRIGHT REQUIRED FROY THE MAX HEIGHT ALLC~D FOR EACH EXTRUSION WID TH "oN" JO" 42' 48' 54' SO' 60' n" 7aa EXTRUSION 2". 2'x 0.044" g'- 2" a'- 0" 1'-,,' 1'- o' 1'- I" 0'- g' 2"x 2'. 0.050' 10'- 2" g'- 5' a'-10' 8'- 2" 1'-11' 1'- o' r- 2a 0' -,,' 2"x 2'x 0.093" 12'-10' 1"-'" ,,'- I" 10'- 6' 9'-11" g'- o' g'- I" a'- a" J"x 2'x 0.050' 10'- a" g' - " " g'- 3" 8'- g' a'- 3a 1'-11' 1'- o' 1'- 3" 2". 3'x 0.050" 12'-10' 11'-"" ,,'- I" 10'- 0" 9'-,,' g'- o' g'- I" a'- a' 3"x 2'x 0.070" lJ'- a" , 2' - 13" 11'-10' ,,'- 2" 10'- o' 10'- l' g'- a" g'- 3" NOTES: CLASS ROChlS THE ADomON Of' AN ALUMINUI.t FRAME 'MNOOWS 'N/ GlASS PANES THAT ARE OESIGNED TO 110 MPH WIND LOAD REQUIREMENTS TO THE ABOV( UPRIGHT SIZES INCREASES THE STRENGTH so THAT AOOlnONAl FRAMING IS NOT REQUIRED. SCHEDULE OF' ALLOWABLE LOADS/'Yax ROOF AREA FOR AN010RS AN010RS INTO WOOO FOR ENClOSED BUILDINGS ALLOWABLE LOAD/'Yax LOAD AREA(SF) 0 '20 MPH WIND UPUFT LOAD I ANCHORS' 2 3 4 Oia. AN010Rx EMBEOMENT '/4". ,. 2641/ 6-SF' '/4"x 1-1/2" 3961/10-SF' '/4". 2-'/2' SSOl/16-SF 5/10'. l' 3121/ a-SF' 5/10'x 1-1/2" 4081/"-SF 5/10'x 2-1/2" 780I/19-SF' J/a'x l' )561/ 9-SF J/a". 1-1/2' SJ41/1J-SF' 3/8"x 2-1/2' a90l/22-SF' S281/12-SF' 7921/20-SF' 1.320l/32-SF' 6241/1S-SF' g30l/23-SF' 1,500l/38-SF' 712#/17-SF ',0681/26-SF' 1,780l/43-SF' ~~ IL, ~ . ~ ~ i~~ .....f,.ffi.' .. ~ i~ /: .""' :lI~~'" ~ . ~.;;... I ~ ~:!i~~ 3 d~'j~ ,0 .;'" ~ '" / ,/. I ~ ~ ~ ~ J A i ~JAH,2 5, 19~ I,.JV/~L,A ,I JOe NAME: IN <.r /IJ SHEET 'I ADDRESS; ?f P.,,~Cr.f/ V 1 7921/1 a-SF' 1,1881/30-SF' 1,980l/48-SF' 930l/23-SF 1 ,404 1/.34- SF' 2,J40I/57-SF' I,0081/20-SF' I,0021!39-SF' 2,070l/65-SF' l,osal/24-SF' 1,5841/40-SF 2,640l/64-SF I,2481/31-SF l,an'/40-SF J,1201!70-SF' 1,4241/3S-SF' 2.1J6I1S2-SF' 3.560l/a7-SF TABLE 2: IANt ROOF BEAM SPANS FOR SCREEN &: GlASS ROOMS. UTIUTY ROOMS, SHEDS AND OTHER e:.~CLOSED STRUCT\.JRES w/ SOLID ROOf'S ALUMINUU SEAMS OF 6003 T-o ALLOY EXAMPLE: FOR SPAN 'L' ON ORA WING USE LOAD WlOTH = 'w" /2 + O.H. r. 4'x 0.050" TILT BEAM: LOAD WlDT11 = 14'/2 + to.H. = g' LOAD WITH ,. g'; L.L. 0 221/SF; SPAN'" 4'- o' LOAO WITH = g'; 100 MPH W. 1..; SPAN = 3'- g" USE 3'- g" SEAM SIZE BEAM SPAN FOR DESIGNATED LOADS SEAM UVE LOAD WINO LOAD LOAD WIDTH 221/SF 321/SF' 2". 2'.0.044' EXTRUSION S' 5'-10" 0' 5'- 4' 7' 4'-11' a' 4'- 7" g' 4'- 4' 10' 4'- l' 1\' )'-11' 2". 2". 0.050' EXTRUSION S' 6'- l' 5'- o' 5'- l' 4'- 7" 4'- 3" 5' s'- 7" 4'- o' 4'- 7" 4'- 2" 3'-11' l' 5'- 2" 4'- 2' 4'- 3" 3'-"" 3'- 7" 8' 4'-10" 3'-'" 4'- o' 3'- r 3'- 4' g' EXAMPLE 4'- 5' 3'- a" 3'- g' 3'- 5" 3'- 2" 10' 4'- 4" )'- o' 3'- 7a 3'- 3" 3'- o' 11' 4'- I" 3'- 4" 3'- S' 3'- l' 2'-10' 2"x 2'. 0.093 EXT OR 2'x 3".0.050' nL T BEAM OR 2'. 3"xO.050' EXTJRUSION 5' a'- O' 0'- o' 0'- a' 0'- O' 5'- 7" 5' 7'- 4' 5'-11' 5'- l' 5'- 0" 5'- I' l' 0'- g' 5'- o' 5'- 7" 5'- l' 4'- a' 8' 0'- 4' S'- 2" 5'- 3" 4'- g' 4'- 5" g' 5'-'" 4'-10" 4'-,,' 4'- 6' 4'- l' 10' 5'- a" 4'- 7a 4'- a' 4'- J' J'-'" ,,' 5'- S' 4'- 4' 4'- 5' 4'- 0" 3'-10' 3"x 2"x 0.050" EXTRUSION 5' 7'- S' 5' 0'- g' 7' 6' - 3" a' 5'-10" g' 5'- 0" 10' 5'- 3" ,,' 5'- 0" 3"x 2"xO.070' EXTRUSION 5' a'- 4' 0' 7'- a' l' 7'- ,. a' 0'- 7" g' 0'- 3' 10' 5'-'" ,,' s' - a' ANC'rlORS iNTO CONCRETJE FOR ENClOSED BUILDINGS ALLOWABLE LOAD/'Yax LOAD AREA(SF) 0 120 MPH WIND LOAD I AN010RS 1 2 3 4 Dia. AN010Rx EMBEOMENT 1/4'x 1-1/2' 7S7#/la-SF 3/a'x 1-1/2" 1,0571/26-SF 1/2'x 2-'/4' 1,44JI/35-SF' 1,5141/37-SF' 2.271 1/ 55-SF 3,02al/ 74-SF' 2.1141/52-SF' ),1711/77-SF' 4,228#/10J-SF' 2,880l/70-SF' 4,3291/100-SF' 5,7721/141-SF' DRAWING FOR ONE PERI.tIT ONLY <il :! d ~~ " ~ n ~ '" Q is''' i alO .~ ..., "'d 00 S..J:;: ~ ti ~'" .0, ~ j'" ;h ~ '" 0 ~: u ~ ~~~ '" !oo z :;~ "'I!! i5 ~z "'U -- ~'" n ~ z'" il !~~ ~g ~ -3 ~ ~ti "'ill '" ~ ~~ ~~ ~~~ z _ ~g~ < "'''' <VI :!L :ng~ ~ ~~ n ~ ..; .; II) o o .0 .0 I N<D ~o ~a: - 1'8_",1 " ~~"'I~ ~ ", I ON" I' <D ... II) -11)011),,,,1 ~8.'2"~68 "'.03.......1'011) 0""":; 11)1 .1Il 0).1- -a.~~'-"g-~ x en :3 ........ 0 ~ -,,0 '00 . . it :5 x 'C .- ~qllJ:<.2o ::>o.....Jo..t...t...Z ~ AI.UY.:"U.. o Q)Zen ~<o: OenW 0-'> 0:-,0 <0 Q)~O Q) - <0-' -'-0 CJ5en en ~@ gID OF