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Home My WebLink About96-6233 BUILDING PERMIT N! Permit 623~ <-.? ~.-! U CITY OF ZEPHYRHILLS (813) 788-6611 Date. 1/' /;l-9b c;ILD~ ELECTRICAL PLUMBING MECHANICAL Sewer Conn Water Conn: Property Owner: Job Address: 7 d.-/ Parcel I. D. # J'..s. - - J-3> -;;L / - 0 Water Meter: T.I.F.'s: Zoning: Energy Code: Description of Work,,~.A ~~A'I .J}./n.,. A~ U -- 0 t::JCJ P 0 ~ () b 7 0 J!:G.a I. -n;.Jl ~ u: ~ ~ ~-:J-. ~ Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. FINAL C.O. DATE NO OCCUPANCY BEFORE C.O. DATE Permit Fee Signatur Company Address Telephone# Valuation or Contract Price (..."9 ---S ~ -: cr-u City License Registration # / 6 lJ Y State Certified License# (JL~ L3JLJ~~~ BUILDING ELECTRICAL PLUMBING MECHANICAL Breakers Ducts Ins!. Compressor Final SLB Tub Set Water Sewer Final Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final Ftr. Pre SLB Lintel FRM. Insul. CL WL Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($15.00) shall be made for each trip for each trade: a. Wrong Address b. Condemned work resulting from faulty construction. c. Repairs or corrections not made when inspection called. d. Work not ready for inspection when called. e. Permit not posted on job site. f. Plans not at job site. g. Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. APPLICATION FOR PERMIT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT OWNER'S NAME 1?iC~A:l2-~ OWNER'S ADDRESS 7 J..-I Dr JOB ADDRESS 71- 11 LEGAL DESCRIPTION: LOT(S) M(bb~t~ o V)1 '=f~ : s;r 0/11'='1.4- s:r- PHONE (/3- 7f/'5- 2gl. s BLOCK SUBDIVISION PARCEL LD.' 3S-')5-:J J - OD50- OOOOO-()fo 70 (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPOSED:_New Construction ,LAddition -.J\lteration -B-epair _Install _Sign --,",ove _Deaolish PROPOSED USE: _Single Faaily _KIF _' of Units _K/H _ec-ercial _Indust. _Swia. Pool LOther BUILDING SIZE: _Restaurant & Health Departaent Approval ~~ ~ wit/.. O/~ Z~ h( ~K/~~ 1),- I X ()' I Yo" Square Feet, Height DESCRIPTION OF WORK: RESIDENTIAL: COKKERCIAL : ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. PERMITS REOUESTED ~BUILDING _ELECTRICAL $ 1355.Co Valuation of Total Construction AMP Service Florida Power Corp. W.R.E.C. _MECHARICAL $ Valuation of Kechanical Installation _PLUMBING GAS ROOFING SPECIALTY TYPE OF CONSTRUCTION: _Block _Fraae _Steel Other FIlUSHED FLOOR ELEVATIONS: Fr. IS PROJECT IN FLOOD ZONE AREA? YES NO ****************************************** Signature CONTRACTOR SECTION <nfPAJrCiUA1IIMu.. tutJ,~ f::t1i t: State Cert. or Regist. . i City License Registration' /~O **************************************** v BUILDER ELECTRICIAN COMPANY State Cert. or Regist. , SiDnAture City License Registration . ****************************************** PLUMBER COMPANY State Cert. or Regist. . Signature City License Registration , ****************************************** MECHANICAL COMPANY State Cert. or Regist. , Signature City License Registration . ****************************************** OTHF.R COMPANY State Cert. or Regist. , Signature City License Registration # ****************************************** APPLICATION APPROVED BY PERMIT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT 'A. NOTICE OF DEED RESTRICTIONS Tbe undersigned understands that this petlit lay be subject to adeed restrictions- wbieb lay be lOre restrictive tban City regulations. !be undersigned assUles responsibility for cOlpliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner bas bired 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 lisdeJeanor violation under state law. If the owner or intended contractor are uncertain as to wbat licensing requireJents lay apply for the intended work, they are advised to contact the City of Zepbyrbills Building DepartJent, (813) 788-6611. FurtbeflOre, if the owner bas bired a contractor or contractors, he is advised to bave the contractor(s) sign portions of the aContractor Sections. of this application for whieb they will he 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 the contractor wishes you to sign as contractor that lay be an indication that be is not properly licensed and is not entitled to perlitting privileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of .Florida's Construction Lien Law - HOJeOWDer's Protection Guide" prepared by the Florida DepartJent of Agriculture and ConsUJer Affairs. If the applicant is sOJeQne other than the -owner a , I certify that I bave obtained a copy of the above described docUJent and prOlise in good faith to deliver it to the "ownera prior to cOlleDceJent. E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the inforJation in this application is accurate and that all work will be done in cOlpliance with all applicable laws regulating construction, zoning, and land developlent. Application is hereby lade to obtain a petlit to do work and installation as indicated. I certify that no work or installation bas cOllenced prior to issuance of a perlit and that all work will be perfoIJed to Jeet standards of all laws regulating construction, City codes, zoning regulations, and land developJeDt regulations in the jurisdiction. I also certify that I understand that the regulations of other goveruental agenCies JaY 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 DepartJent of EnviroDlental Regulation - Cypress Baybeads, Wetland Areas and EnviroDlentally Sensitive Lands, Water/Wastewater TreatJent t Soutbwest Florida Water HanageJent District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses t ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways t DepartJent of Health & Rehabilitative Services, EnvirODJeDtal Health Unit - Wells, Wastewater TreatJent, Septic ranks t US EnvirODJeDtal Protection Agency - Asbestos abateJent I also certify that, if fill laterial is to be used in Flood Zone aAa or "A,etc.", it is understood that a drainage plan addressing a ac~pensating volUlen will be subJitted whieb is prepared by a professional engineer registered in the State of Florida prior to perlit issuance. A petlit issued sball be construed to be a license to proceed with the wort and not as authority to violate, cancel alter, or set aside any provisions of the technical codes, nor sball issuance of a petlit prevent the Building Official ffOl thereafter requiring a correction of errors in plans, construction, or violations of any code. Every perlit issued shall beCOle invalid unless tbe work authorized by sueb perlit is COllenced within six IOnths of issuance, or if work authorized by the perJit is suspended or abandoned for a period of six IOntha after the tile the vork is cOllel1ced. One 90 day extension of tile, lilY be allowed for the petlit with fee cbarge of $15.00. The extension shall be requested in writing to the Building Official. An approved inspection lUst be logged during eaeb sixlOnth period, or the project will be considered abandoned. WARMING TO OWHER: YOUR FAILURE TO RECORD A NOTICE OF COIIHERCEMm MAY RESULT IN YOUR PAYING TWICE FOR IHPROVEIIBIft'S TO YOUR PROPERTY. IF YOU IJlTBHD T BTAIB FlIlAHCIHG, CONSULT IfU'H YOOR LINDER OR AIf~ BBFORE RE NG YOUR NOTICE OF COMMENCEMENT. JOBS urm 'Zo. VALUE DO NOT HEED TO RECORD AIfD POST A ". ICE OF C / " . / /f ' //. / TORE: CO STATE OF FLORIDA/) COUHTY OF I~ The foregoing instrument was ackqowledged before me this /7011 c:, , 19~ by STATE OF FLORlnA /J COUNTY OF ~~-d The foregoing ins~rument was acknowledged before me this ,{/t5V 0 ,19 ~ by who is personally known to me or who has produced ~ as identification and who take an ~. ~ -L-e (Signature) (Name Typed, Printed or Stamped) NOTARY PUBLIC who is personall v known to me or who has produced - aS~.d t.ification :Zd~did/did not tak o~th. ' _ 4__ _~_Le-.e-c-p. -e~ (Signature) (Name Typed, Printed or Stamped) NOTARY PUBLIC OFH !JU:1~YS'EAi:----. PAlJ1.1NESSM~DERS NGrARY PUBUC STATE OF FLORIDA COMM1S6ION NO. CC521453 MY COMMISSION EXP. AN.3 000 OFFICIAL NOfARYSEAL PAUUNE S SANDERS NOTARY PUBUC Sf ATE OF FLORIDA COMMl'SSION NO. CC5274S::; MY COMMiSSION EXP. IAN "".2.vv. ..:..l._,.......,'J'lv.\} --~ .-_..-~. --. --'..""T r Be inum Building Concepts, Inc. Proposal/Contract . Screen Rooms. Glass Rooms. Vinyl Windows. Awnings . Carports . Window Screen . Security Screen Doors. Pool Enclosures (813) 961-3709 P.O. Box 26694 5008 W. Linebaugh Ave. #36 Tampa, Florida 33623-6694 .. STREET PHONE S'3, );z..3 30 DATE JOB NAME SALESMAN DATE OF PLANS SELECTIONS: -WE HEREBY SUBMIT SPECIRCATIONS AND ESTIMATE FOR: 24"K.P. 1~-~ Ii; :1fc,-i1!:~:~ftJ 21!f;15 ..........~~.....r!ff-:.... :!~~..:;--,--~--7 ':\Jt;.. !}.} .... ... .. .. jd7f~ . - . ryPJ n '._'.W_..-....-......r:=::=~tI. -. -.....:::7~/- ..------ .. .... ..~.- .~.::.:c=-="_ .... . l,' "@_~w._ __.1-. '-2..... ~ ....+ ~. . -~--~ . .--- ~T -~-.~:4J ---.~~Wil-~ ..- . ~ -~~~ Roof Ivory White Hook Roof To: Sc...... Walls 16" K.P. Other Color Door Hinge: Wlndowe GlallB Vinyl SPECIAL INSTRUCTIONS t (~7 I JJ All matenal is guaranteed to be os specified. All work to be completed in 0 workmanlike manner according to standard practices. Any alteration or devIOllon from above soecificotiom involving extro costs will be executed only upon written orders, and will become on extra chorge over and above the estimate All agreements contingent upon strikes, accidents or delays beyond our control Owner to corry ftre, tornado and other necessary insurance _ Our workers ore fully covered by Workmen's Compenr.o'lon Insurance Authorized Signoture doys. We Propose hereby to furnish material and labor - complete in accordance with above specifications, for the sum of: dollars. ($ Poyment is to be mode os ollows: 4c~e of Proposa/- The above prices, specifications and conditions Jre satisfactory and are hereby accepted. Y"u are authorized to do the .",k a, ,pedhed. Paym.o' w;U b. mad. a' a"~~\\7 :>ate 01 Acceolance -.i.O ~ Signature Signature r ~6' III .::- ')4' Jtb : m)bhlrto~ tl J+d -~ e 4S .. , p,'tV ... .\\1 . ~ v\' I I-- ,~~ rpt^ 1o&r I.~' ~\),J\ \ ~-1). ... \~ \ ll,' 1- 1 tiP' , \b_ \~' d.~l . j ; I OMEb-A ct. .)l " ~ '- - ~, , ~ L..~ -t . ~ - ~~~ ~- "> (' . 1i? - \- ~-, ~----".-:!,' ~ ~ ~ ~ (;0' ~ ~ -} ... I J " ~ , ?. ," - 0_ ~) '::. ~ tf h ~ -I () . . J\ ~ ~~ ~ \~ ef C' i t / OvtRHfNG VARIES 4- 2'-0" folAJ(. .3-~. SlAB ON GADE OR RAISED F OTING 2.'_~_ BEAM SEE TABLE 4 ~~ '\ -r \ \ . -H- \lAX. UPl<ICHT ,'x 2' Ij)jcn; VARIES NO MAX. ELEV. SLAB OR ON GRADE J , TYPICAL GLASS ROOfol 'MTH SOUD ROOF, TYPICAL FRONT VIEW FRAMING . (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1 'x2' PLATE TO BOTTOM OF HALL BEAM) N/2 ~ ~ U ::l a:: .... <II \J Z .= <II X UJ D.H.~ W /2 r ALUYINUM PANEL COVER ------II 2'''' Y BEAM AND COLUMNS folAX. COLUMNS. SP ACING SEE TABLE S NOTES; 1. ANCHOR 1" x Z- OPEN BACK EXTRUSION Willi TAPCON 1/4" x Z-1/4' LENGlli OR EQUAL folAX. OF 2'-0- O.C. ANCHOR TO WALL Willi 1-1/2" '10 SMS 'Mlli WASHE.~S Z.-O- D.e. SPACiNG ANCHOR BEAM AND COLUMN KNEE BEAM Willi ANCHOR CUPS ANa #10 SCREWS AND WASHERS 2. MIN. StAB THICKNESS FOR SLAB ON GRADE IS 3-1/2. CONCRETE.. 3. SELECT FRONT WALL BEAM FROM TABLE USING LARCE.~ 'A" VALUE OF W/2 OR W/2 +- O.H. 4. V IS ClEAR DISTANCE FROM HOST STRUC1\JRE TO FRONT WALL BEA.... Y1N. 2-x2-xO.0<<- (TYPICAL) SOUO COVER V~IES SI-H;::ETlNG BOlli SIDES 1-1/2- ,.. Z- 1oCAX.. 'MOTI-! 5.3' RQlJGH QF'E.'lING VARIES t'rt' V41ES StA8 3- I /2" f.lIN. (SEE DETAlL) TYPICAL GlASS ROOM WAlL 'MNOOW FRAMING CAN ATTACH DIRfCn. Y TO HEADER CONVENTIONAL FR......ING OR ALUMINUM COVER SYSTEM Sl-iEETlNG BOlli SIDES ~ SOlIO ROOF ~ ------ ~/ nON-G~M TYPICAL . . OPTIONAL CONCRE;:TE cAP. " BLOO< O~ BRlCl< .. ':' , \ (I) '4 BJ:R CONTlI\IUOUS ANCHOR ALUMINUM FRAME ___ TO WALL OR SLA8MTH . 1/4" x 2-1/Z' TAPCON OR . ;".' __________ EQUAL S' TAP CON OR EQUAL ; 8- " 8' " 1S" BLOCKNALL DE ex OR GROUND L VL (1) '4 BAR 0 CORNERS AND ~. . . 4' -a" C.C. FILL CEUS AND 8' . KNOCK OUT BLOCK TOP , COURSE 'MTI-l .3000 PSI "'" PEA ROCK CONCRETE >--1',:"'1 (2) ,. 8ARS "". H/2" OFF GROUND _' I '.lAXlYL:M DIFFERENTIAL i~' " .1Z" SOIL HElGHT .. . . l ~ . . .. . . KNEE WALL F0011NG FOR SCREENED ENClOSURES EDGE BEAM FRONT AND SIDE BOTTO'" RAILS ATTACl"ED TO CONCRETE 'MTI1 1/4" x 2-1/4" MASONRY QUICK SET o S" FROtA EAa-l POST ANO 24' O.C. folAX. ANO 'NALLS A '.lIN. 1" FROM EDGE Of CONCRETE ~._--- '-....... 1'x2.xO.044' OPE:-l BACK A TTACHED TO FRONT POST 'MTI-l #'0 x 2" SMS '.lAX. s' FROM EACH PURLiN AND 24" O.C. SIDE WALL HEA~ER---' A.~CHED TO ,. x 2. .0.044. OR BEH R 'MTI-l MIN, (2) 1'0 x 1-1/Z' SMS SIDE WALL PURLiNS ATTACHED T ," . 2" x 0,044" OP€N BACK H/ '.lIN, (2) #10 x 1-1/2" SMS iN SCREW BOSSES FRONT WALL PURLiN T't'PICAL CORNER DETAlL (4) 1/4' r 4" LAG BOlTS '11/ 1-1/4' FENDER WASHERS P~ 4' PANEL ACROSS TI-lE FRONT AND 24- O.C. ALONG SIDES (WAU<-ON) ALUYINUM COVER OR J' STRUC1\JRAl iNSULA TED ALL;MINUM HEADER ATTACHED TO POST H/ follN. (z) #10 " 1-1/2- I / _______ tN SCREW BOSSES \f- x Z- OR 2' It J" HOlLOW QP Z-,2-, 2-x3-, OR J-'2- ~~E SPAN TASLE HEADER HOllOW SEE SPAN TABLES . \ FOR SNAP EXTRUSIONS oyu~ RAIL _AND KlO< PLATE a-lAIR RAlL ATTACHED TO 2 ~XO.044 HOLLOW RAIL POST W/ MiN. (2) i8 ,. t-I/2' ~ SMS IN SCREW Bosse:s POS ATTACHED TO BOTT9M ____. l' x Z- ,. 0.044- OPE."l BAa< 'II/ MIt4. (3) #10 x 1-1/2 / BOTTOM RAlL iN ScR~ BOSSES ? 1/4- x 't~{4- '.lASONRY ~". ..... ~ / ANCHOR j'f FROM EACH . .. .. POST AND "o.e. folA)(. . ~ T't'PICAL UPRIGHT DET AlL / --------- ANCl10R l' " Z- xO. 044- PLA TE TO CONCRETE 'MTI1 1/4" x Z-1/2- CONe."ETE ANCHORS 'MTH1N s' OF EACH SlOE Of EACH POST 0 24" O.e. folAX. OR TI-lROUCH ANGLE 0 24' O.C. MAX. lAIN. 3-' /Z- SLAB 2500 PSI CONe. 6xS-l0xl0 W.W.M. OR FiBER '.lESH Z- x __ EXTRUSION PER TABLE (J) ,1C x ," SMS INTO SCREW SlOTS ," " Z" EXTRUSION / 1-1/8" f.4IN. iN CONCRETE POST TO BASE AND POST TO BEAM DETAIL Z- " 2- OR 2- " J- OR z" 5MB POST ANCl10R l' " 2' ,0.044- PLA TE TO CONCRETE 'Mlli 1/4' " 2-1/2' CONCRETE ANCl10RSMTI-lIN s' OF EACH SIDE OF EACH POST 0 24" o.C. '.lAX. OR TI-lROUGH ANGLE 0 24" C.e. '.lAX. lAIN. 3-1/2" SLAB 2500 PSI CONe. 6,S-10xl0 W.W.M. OR FISER '.lESH 2' " 2" x , /8" ANGLE EACH SIDE / ATTACH TO POST AND CONCRETE A T LOAD BEARING WALL WI TI-l (2) ,'0 x 1/2" SMS EACH SIDE l' x 2" EXTRUSION / 1-1/8" '.lIN. iN CONCRETE ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL j/ / I I I 0.75" / 0.0145' ALL:MiNL:M COIl1::R PAN OR CONTINUOUS t t / / RIGID INSULATION :-1U$~~ " · 5/'" """OSON ".sn", -'r-- WASHER HEADED SCREWS 0 Z4" L I O,C. AL TERNA TE ,8 x 5/8- SMS 12. -.J. '11/ I/Z" DIAMETER WASHER. TYPICAL PANEL NOTES: 1. INSTALL RiOlO FOAlA iNSULA1l0N INTO ALLMiNU'" ROOF PAN. 2. COVER tNSULA1l0N Mr... 0.0145' PROTECTOR PANEL 'MTH OvtRLAPPING SEAYS. 3. iNSULA1l0N PANEL SHALL BE CLOSED 'Mlli AlUMiNL:M END CAP TO SECURE PLACEMENT ANO TO DISCOURAG€ TI-lE NESTiNG OF 'MLDLiFE AND OR INSECTS. 4, PROTECTOR PANEL WILL BE SECURED BY ,8 x 5/8' CORROSION RESISTIVENASHER HEAOED SCREWS. 5. SCREW PATTERN WILL BE 12' ON ALL PERIMETERS AND Z4" O.C. FlELD ON EACH PANEL S. ALl;MINUM END CA?MLL BE ATTACl1ED EITI-l (.3) 18 " '/Z' CORROSION RESISTIVE WASHER). HEADED SCREWS. 7. SEAL ALL SCREW HEADS 'MTI-l CAULKING. / ------ _/ ANCHORS DETERMINED PAN OR COMPOSITE p~n.~ BASED ON HOST . '-. -.~-.-._. r uSE .CQ8BQSlQN, RESISTIVE SCREws. PANS STRUC1\JRE -'~~"ANCl10RED W/ 18x l/r 0 (3) PER PAN iNTO ~ RECD.N. ,"""'El. ,"0 <'11'0 . ,/2" 0 RIDGE CAP CONNECTlON TO RECEIVING HOST STRUCTURE Cl"ANNEL CCMPOSlTE PANELS USE FASOA }1/4"" t+1/Z- 'Mlli 1/4- WASHERS SCREW TI1ROUCH RECEIVING CHANNEl FROM TOP OR 18 x 9/1S" TEK SCREws. SPACED 0 CONNECTION REQUIRED "- a' 0 C BOTI1 SIDES. CAUU< ALL CONNECTlONS (SEE DET AlL) ............ . . EXTRUDED OR BREAK!.IETAL HEADER EQUAL TO PAN THICKNESS ANCHORS DETERMINED BASED ON HOST STRUC1\JRE PAN OR CCMPOSlTE PANELS. USE CORROSION RESlsn~ SCREWS.. PAN~ ANCHORED H/ ,8x 1/2- 0, (3); ?ffi PAN iNTO RECEIVING CHANNEL AND (1) 110; lC: r/2- 0 RIDG€ CAP CONNECTION TO. RECEIVING; CHANNEL COMPOSITE PANELS USE 1/4'" t+1/Z' 'MTH 1/4-- WASHERS SCREW TI-lROUGH RECEIVING CHANNEL FROM TOP OR ,a x 9/1S' TEl< SCREWS SPACED 0 8' O.e. BOlli SIDES. CAUU< ALL CONNEC1l0NS EXTRUDED OR 8REAKMETAL HEADER EQUAL TO PAN TI1ICKNESS HOST STRUC1\JRE WALL / CONNECTION REQUIREO (SEE DET AlL) .------'-..... ///" // //// CONNEC110N TO HOST STRUCl1JRE .-.-., --------.--- '" NOTE: NO FOOTING REQUIRED EXCEPT 'NHEN ADDRESSING EROSION 2.-0' f.lIN. "- BEFORE SlOPE MIN 2500 P~CONCRETE MTI-l 6,.S-10xlD W.W.M. OR FlBER fol~r TYPICAL I I J (1) 15 BAR CONT. L_ (1) 14- BAR CONT. O=N<REO< 00<5 .,. ~ ~8--- NOT REQUIREMRE !.lESH / ~ FlA T SlOPE / NO FOOTlNG f.lODe;.~A TE SlOPE FOOTING STEEP SlOPE FOOTING o - 2- /lZ' " '2' /lZ' - "-10' > 1'-10' SlAB DET AlLS ADDRESSING EROStON VARIES ~_ .ALUMINUI.l ATTACHMENT 7 3-1/2" CONCRETE SLAB 6xS 'N.'N.F. OR FIBER I.IESH CONC~ETE ,.. \ \ ,'" : '",.. ,.'. t . . , ~ ~.......J, ... (. ",t . t .( (.'~ , ." v- ; . ' ~ 4) .- ....{.,) , t. .." L-lJ : ..... (~ ' ,. .~ ';' ". '. .).\ " \oj; J It, '" . ~ . ... ~ t. '. ' t.... · f , r .3-1/2' '.lIN. , C. VlS~E VAPOR BARRIER UNDER SlASS HA VlNG."5TRUC1\JRES ABOVE ':i. 'NELL COMPACTED CLEAN FILL OVER SACRIFICED NA 1\JRAl SOIL 90:0; RELA nVE DENSITY CONC. FILLED BLOCK STE'.l WALL 8x8,lS CMU 6".12" CONC. FOOTING 'MTH (1) ,5 CONT. LOCATE ON UNDISIURBED:-lA 1l.;RAL SOIL (1) 15 vtRT, 0 CORNERS AND 0 10'-0' O,C. RAISED PAllO F0011NG I~ ~ ~ 1Z' ~ . r: j",;<#,,~ I Joe NAME;/tftr>tJ(Id-'k "::" . "I ADDRESS; DRA WING FOR ONE PERMI T ONLY u; ~. ~~ :J "'G ~ 0", ~~ v; i;jz ~ 0 ... Q~ i <DO .., "'d B9~ '" '" ij ~... - .0, 8 ~ j'" ~j2 ~ 0'; ~~~ u .Ji~ '" !", z o! "'''' 0 z~ ",:l0 -' ..z ; Z::l BI~ ~U o~ ~ ~- ~3 ~~~ 5 ~a "'!it 0"'5 t= ..tl .. i5~ ~~ ~!clI z "';;; ~~S .. "i\ i53 ~~~ ~ "", '"'''' <D ~'" ,E,; ~ N .; o:l o o .., .., 1 N <D ~o ~g ;; "8-"'1 t3 ~i8o!.~ ...... {Q..,. ~ ~~~~~'7~ :~'g......~gg o~~6-~l . 0> ". ~~~-~~-a J: aJ ~ ~ ~.~ ~ viq:~~.2~ ::la.Ja.c..c..Z ~ ~ (I) ~ a ~ z < <(I)~(I) Q)2aD: 20-W 005> 00:(1)8 a: (I) 0: z(l)oQ UJ< ~ UJ~ZO a:CJw(l) o UJ (I) 0: o (I) ~! Ii ~~ . 5 19~ ",1 - ' ...J ~1~ ~ " - ,.SHEET , q] OF @3 .; ~ d ~ ~o a 0" ~~ in :Jiz 0 ",J o~ z ClIO .., J "'d .0 '" ij 8.J~ ~ ~.. ~ ..0, ~ j"' ~Ig ~ o~ .Jia ~~~ " J", z ~~ "'''' <3 ~'i ,,~8 .... '" ~~ ~~:Jl ~ ~~ ~5 ~ :!a ~~a ~ ~ij ","' o"g 0: ~o: .. ~~ ~~'" z "'~ "';;; ~~:S .. ..'" ~g ~i~ ~ ;~ n "" ... ..; FRAME AND ALUMINUM SCREE~, Vi~Yl DR GLASS 'HALL SEE DET~L5 SECDON 2 DR 5 o CEN TER LEDGER PIER @ 2-.6" JOIST HANGER EACH E~D @ BRIDGING 48. D.C. HOST STRUCNRE SHEDULE OF ALLOWABLE LOADS!Max ROOF AREA FOR ANCHORS 5/8' PL '!'WOOD FACE GRAIN PERPENDICULAR TO JOIST WlOTI-i (VARIES) KNEE BRACE REQUIRED FOR HEIGHT O\IE:R 4'-0' 3-1/Z- CONO'lETE SlAB 3/8-.5' BOLT 4..4. P.T.? OR 3'xJ-.0.090' ALUt.I. LEDGe:R SUPPORT EPS 'HALL PANEL ANCHORS INiO 'HOOO FOR OPEN BUILDINGS 1-1/2. x 3- x 0.062- RECEiViNG CHANNEL 18 . 1/2. 5.,\,1, S. 0 5. O. C. MIN, 3/4. PL'!'WOOD DECK ALLOWABLE LOAD/Max LOAD AREA(SF) 0 1 ZO ",PH WIND LOAD I ANCHORS 1 2 3 4 Dio. ANCHOR. EMBEDMENT '" 1/4. . 1-1/2' LAG SCREW w/ 5/8. WASHER 0 24. O.e. 1/4.. ,. 2541/11-SF 5Z81/2Z-SF 7921/33-Sf 1,056// 44-Sf 1/4.. '-1/2. 3961/15-Sf 7921/33-SF 1,1881/49-Sf 1,5841/ 56-Sf 1/4.. Z-1/2. 550i/27-Sf 1.3201/55-SF 1,9801/8Z-Sf 2.5401/109-SF 5/15'. ,. 3121/13-SF 624i/26-Sf 9361/ 39-Sf 1,248// 52-Sf 5/16'x 1-1/Z. 4681/19-SF 9361/38-SF 1,404// 59-SF 1.8721/ 78-Sf 5/15'. 2-1/2' 7801/32-Sf 1.5601/54-SF 2.J401/ 97-SF J,1201/130-Sf J/8'. 1. 3561/15-Sf 7121/30-Sf 1,068// <<-Sf 1,4241/ 59-Sf J/8'. 1-1/2. 5J41/22-Sf 1,0681/44-Sf 1,60ZI/ 66-Sf 2.1361/ 89-Sf 3/8'. 2-1/2. 690l/37-SF 1,7801/74-Sf 2,6701/111 -Sf 3.560l/148-SF oJ o o ., ., I N<O ~g ~g \II ~~;;7J. ~ ~ ~ g~~ :;~~~~";'6 :~'~~~gg 0~G:;~~.!. . 01 ~ ..c )C a."""" 0 - .. r~3..eog ..Q 0 "'00 . ."' a x';:'- ~~:l.<:<.2o =.>a..-Ia..u..u.Z COMPOSITE PANEL WALL TO waoo DECK ALUMINUM POST SEE TABLE TtiROUGH BOLTS POST TO BEAM FOR OPEN BUILDINGS AllowABLE LOAD/Mox LOAO AREA(SF) 0 120 IAPH WINO LOAD I TtiROUGH BOl TS 1 Z J Dio. AN01ORx(LENGTI-i ~ POST TI-iICl<NESS + 1/Z-) 1/4'. 1+1/Z- 2.3561/9a-SF 4,7121/196-SF 7,0681/Z94-SF 3/8'. 1+1/Z- 5.JOOI/221-Sf" 10,600l/<<Z-SF 1/Z'. 1+1/Z' 9,4261/J9J-SF en 2"1- :::>z ZW en~~ W::Jo. a:..J2" ~ <0 000 ::J Z ....... 0:< ~o~ 0- o~ ~~ LL ANCHORS INTO CONC'<ETE FOR OPEN BUILDINGS ALLOWABLE LOAD/Mox LOAO AREA(Sf") 0 120 t.lPH WIND LOAO IAN01~S 1 Z J 4 Dio. AN010Rx D.lSEOt.lENT 3/'" PL YWOOO DEC:< '" BOlT SEE TABLE u-cuP LAG SCREW SEE TABLE 7571/31-SF 1,5141/6J-SF 2.2711/95-SF J.0281/126-SF 1,0571/44-SF 2,1141/88-SF 3.1711/132-SF 4,2281/176-SF 1,44,31/S0-SF 2.8861/120-SF 4.J291/180-SF 5.7721/Z40-SF 1/4'x 1-1/2' 3/8'. 1-1/2' 1/2'. 2-1/4' 2. . 8~ NOTES: 1> AU 'NAU FRAMING 1S' O.C. (EXCEPTION: 24" O.e. FOR 'WOOO STORAGe: ROOt.l) 2) PIER POST CAN BE BOLTED TO SlAB OR CONDNUOUS FOOTER OR HAVE ISOLA TED CONCRETE FOOTER EACH PIER. SEE DET ~L 3) CENTER STRINcc:R REQUIRED ONLY iF DEPTI-i OF OEO< EXCEEDS 10'-0- 4) HURRlCANE AN010R EA01 JOIST TO CENTER STRINcc:R nPlCAL WOOD DECK "0 It 1" 'NOOO SCREWS W / WASHERS (J) PE.'< PANEL POST TO WOOD DECK ~. ~ LAG SCREWS 3/'" PLYWOOD DECK SEE TABLE \ / ALUMINUM CO\IE:R (SEE CONNECTION TO HOST STRUCNRE) TABLE 1: '-<<AX. ROOF AREA FOR ALUt.lINUt.I POST FOR A HOUSE PORCH FOR ALLOWABLE ROOf AREA USE .AREA' ... S )( ('N/2 ... O.H.) EXAMPLE: .5': r , 'N : 1Z', !c O.H. +~ 2" TI-iUS: "AREA. ~ 56 Sf' POST Ti'PE /,lAX. AUOW. ROOF AREA FOR VARlOUS TYPE POST IN SF " ---- HURRICANE AN010RS AND AL fERNA TE SNOS TOP AND BOTTOM (Z) INfERNAL L's OR RECEIVING CHANNEL - 2-1/"- ~ BOLT BOl TS EA01 ANGlE (4) '10 . 1-1/2' SIAS EACH ANGlE 2-.... SNOS Z..... TOP PLATE P. T. PINE APPROVED SIOING AS REQUIRED 1/4'xJ. BOLTS OR T-BOLTS INTO CONe. SlAB 0 24' O.e. w/ 1/8-x1-1/2- WASHERS -;.-- 3-1/Z- . t- l' x 2- CHANNEL LAG SCREWS SEE TABLE POST HEIGHT POST /,lAX I NAU<-ON UP TO 55 I/S.F. ANO 120 t.lPH WINO LOAD 3'._3'.0.060. .-ROLL F~MED.. r- 9' 8.7S0 167 S~EEN ROOM WALL TO WOOD DECK 3'._3'.0.060' _SCAUOPEO. 10'-10' 10.000 3'._3'._0..90. _NSE' "'-10' 14,850 J-._J'.0.125'_ruBE' ,,'- 8' 19,440 4"._4..D.12S'_NBE' 15'- 9' 26,190 ..99 190 277 ~ N ALTERNATE POST: 4' ,( ..' P.T.? TO 'NOOQ DEO< OR BEAM FOR ALUIAINUM ROOf ViRGIN SOIL 54J AlUt.llNUIA BEAM FRAMING INTO CORNER OF WOOD FRAMED UDUTY SHED DETAIL _______ P.T. 2-.'" 1/4. .l,4ASONRY ANCHOR (2) pm POST TO CONCRETE SO'lEEN ROOM (2) 0 POST ANO 2'-0. O.C. ALUMINUM SCREEN ROOM WALL UNDER WOOD FRAME PORCH 5'.6' - 10.10 'HWF WAlL SECTION 1/....2. LAG BOLT (2) PER POST 1/'" TtiRU BOLT (1) AlLit.llNUM CASTING POST 3-. 3-. ___' SEE TABLE FOR POSTNAU T'rlICI<NESS 1/'" MASONRY ANCHOR (2) PER POST INTO CONCRETE SCREE~ ,~QqM (2) 0 POST AND 2 -0 O.C. AlUUINU!.A CON~TIONAl CONSTRUCTION PaROt POST CONNECTION . ALLOY 506,3 T-6 .. AUDY 3105 H16 '" :: . ",r- .,~ REPlACED SOIL 3/8' . J-' /2- TtiRU BOLT 1/"- x 2-1/". EX?ANSlON BOLT (2) EA01 PER BASE 15- x 16' x ... CONCRETE PAD 80 ibs. 2500 PSI CONCRETE ~::: . . 1/4' x 2' LAG BOLT / / / //// / ,/ (2) PER POST 1'xZ' TO? AND BOTTOt.l PLATE. SCREW 2' O.C. POST 2-.2'.0.0<<. EXTR. 110 x 1-1/Z' SO'lEWS (J) PER POST MIN. TOP. ANO BOT. 1,.3881 '6' MIN. ISOLA TED FOOTER POST TO CONCRETE PAD DETAJL POST TO SlAB NOTE: NO FOODNG REQUIRED EXCE?T WHEN ADORESS,NG EROSlON 2'-0. MIN. BEFORE SLOPE " .','. (. \ .. &a. "\.. I~, .., 'r'...) .'. I-;:'~I ". _>t.? . ,.... '. to: /,IIN 2500 PSI CONCREn: 'MTti 6xS-l0x10 'N.'N.~. OR FiBER \,IESH TYPICAL 3-1/2' J (1) 15 BAR COtH, (1) 14 BAR CONT. .8'~ __~ ,'lOTE: FIBE,~ MESH CONCRETE DOES ~ ~ NOT REOUIRENlRE MESH FLA T SLOPE / NO FOOTING MODERATE SlOPE FOOTING STEEP SLOPE FOOTING o - 2'/12' 2' /12. - l' -10' > l' -10' SLAB DETAJLS ADDRESSING EROSION J08 NAME: ADDRESS: ~ ~ OF DRAWING FOR ONE PERMIT ONL 'f TAelE 1: ,IAAXII..4L;M SPANS FOR ROYAL ALUMINUM SUPER PAN PANELS Of" 3105 H-Z8 ALLOY 'NINO I.CADS P A TEN T 1 4,918.898 CARPORTS. SCqEEN &: YlN'I1.. ROCMS. &: OTHER OPEN BUILDINGS O.H. CONDITION NO O. H. I' O. H. Z' O. H. 3' O. H. Z-I/Z.' 0.019. 100 I..4PH W. L 14'- 9. 14'- 8" 15'- Z" 15'- 7" 110 MPH W. L. lZ'- 9" lZ'-IO. 13'- ,. 14'- 1" lZ0 f.APH W. L. ,,'- 5" ,,'- 7" 1Z'- 0" lZ'- 8' Z-I/Z., o.on" 100 MPH W. L 15'- 7" 15'- 9" 16'- 3" 16'- a' 110 MPH W. L 13'-10' 13'-11" 14'- Z" 15'- O' lZ0 f.APH W. L 1Z'- 6' lZ'- 8' 13'- l' 13'- 9' 2-1/2",0.OZ8" 100 MPH W. L. 16'-"" 17'- I" 17'- 5" 18'- O' 110 MPH W, L. 15'- 2' 15'- J' 15'- 7" 16'- 4' 120 f.APH w. L. 13'-10" 14'- O. 14'- 5" 15'- I" Z-I/2"x 0.0030' 100 f.APH W, L 17'- g' 17'-10' 18'- 2" la'- g" 110 .',{PH W. L 15'-"" 16'- O' 16'- 4" 17'- O' lZ0 f.APH 'N. 1_ '4'- 6' 14'- 7' 15'- 0" 15'- a" 2-1/2"' 0.036" 100 f.APH W. L 19'-" 19'- Z' Ig'- 6' ZO'- O' "0 MPH W. L '7.-" '7'- 2" 17'- 6' 18'- 0" lZ0 MPH W. L '5'- 7- 15'- a' 16'- 1" 16'- a" ALL BUILDING TY'?€S - uve: LOAD O.H. CONDITION 2-1/2"x 0.019. 20 I/SF L L 30 I/SF 1_ L Z-I/Z', O.OZZ' zo I/SF L L 30 I/SF L L 2-1/2" 0.02a' ZO IISF L L 30 I/SF L L 2-1/Z-,0.030' 20 I/SF L L 30 I/SF L L 2-'/Z-" 0.0036' 20 I/SF L L 30 I/SF L L 1. TOTAL ROOf" PANEL WIDTH = ROO'-l WlOTH PLUS WALL WIDTH PLUS OVERHANG. 2.. TI-lE SMALLEST VAlUE OF TI-lE 'MND LOAD TABLE OR TI-lE Uve: LOAD TABLE GOVE.~NS. NO O. H. I' O. H. Z' O. H. 3. O. H. 14'- 5' 14'- 7" 14'-11' 15'- 6- 11'- 4' ,,'- 6" , ,'-,,' lZ'- r 15'- 6' IS'- 8' 16'- O' 16'- r lZ'- 5' lZ'- 7- 13.- O' 13.- a" 16'-10' 1/- 0" '7.- 4' 11-1" 13.- g' 1.3"-1'" 14'- 4' 15'- 0" '1- a" 17'- g" 18'- ,. la'- a' 1...'- 5' 1...'- 6' 14'-11' 16.- r 19'- o' 19'- ,. 19'- 5' 19'-'" 15'- 6' 15'- r 16'- 0" 16'- r TABLE I: MAXl!.lUU SPANS FOR ROYAL AlUMINU'-l 'of(" PANELS Of' .1105 H-28 AUOY WINO LOADS CARPORTS. SCREEN & YlN'i'L ROOMS. ok OTHER OPEN BUILDINGS O.H. CONDITION NO O. H. I' O. H. z. O. H. 0.030' 'II PANELS 100 MPH w:. L 15.- a- 15'-10' '6'- Z" "0 MPH W. L 1....- ,. 14'- Z" 14'- r lZ0 f.APH W. L lZ'-10- 13'- 0- 13.- 5' 0.0034' VI PANELS 100 MPH w:. L lr- s~ lr- 6- 1r-l0' "0 f.APH w:. L 15.- r 15.- a" 1/-10' 120 f.APH 'If.. L 14.- 2" 14'- 4. 14'- g" AU BUILDING TY'?ES - UVE LOAD O.H. CONDITION NO O. H. " O. H. 2' O. H. r O. ff; 0.030" VI PANELS 20 I/SF L L 15.- r 15'- g" 16'- ,. 16"- g' 30 I/SF L L lZ'- g' lZ.-11' 13.- 4' 14'- l' 0.0.}4' 'N PANELS 20 I/SF L L 17'- 4" 1/- 5' 1/- 9" la"- 4' 30 I/SF L L 14.- I" 14'- J' 14'- 7' 15'- 4" 1. TOTAL ROOf" PANEL WlOTH = ROO'-l WIDTH PLUS WALL 'MOTH PLUS OVERHANG. 2.. TI-lE SMALLEST VALUE Of' T1-iE WINO LOAD TABLE OR THE LL TABLE GOVERNS- .1. O. H. 16'-10' 15"- .1- 14.- 2- la.- S" 16"- I' 15'- S" TABLE 1: MAXlMUM SPANS FOR STANOARO ALUMINUM ROOF PANELS OF 3105 H-28 ALLOY 'MNO LOADS; CARPORTS., SCREEN ROOMS.. ANO O~TH PEN ~UILDINGS Oft- O)N~TlON NO O. H. Q O. 2 O. H. .1. O. H. (/J"x 0.02.6.S-:J 100 f.APH W. L 15'-1" l5:.=-~ 16'- S" lr- o. '--=- --- - ~ \lPH_'~_L? 14'- 3"---<rG.~ 14'-10' 15'- 6' 12 MPH w. L 13.- 0- 13.- 2- 13.- r 14'- 4' J-x 0.0032' 100 MPH 'N. L 18'-10- 18'-'" 19'- .1- 19.- 9" 110 MPH W. L 16'-10" 16'-'" ,7'- 4' lr-l1" 120 f.APH w. L 15'- 4,' 15'- 6' 15'-'" 16.- 6- uve: LOAD; ALL BUILDING TY'?ES O.H. CONDITION 3-x 0.026' NO O. H. I' O. H. 2' O. H. J. O. H. 20 I/SF L L 16'- I' 16'- 2' 16'- r 1r- Z- .10 I/Sf' L L 13.-" 13'- 3" 13'- a' 14'- 5" 20 I/SF L L la'- 4' la'- 5' la'- g" 19'- 3- 30 I/SF L L 14'-,," IS'- l' 15'- 6' 16'- l' 1. TOTAL ROOf' PANEL 'MOTH = ROC'-l 'MOTH PLUS 'NALL 'MOTH PLUS OVERHANG. 2. THE SMALLEST VALUE Of" ~E WINO LOAD TABLE OR T"r,E LL TABLE GOVERNS. 3', o.O.3Z' TABLE 1: MAX:MUM SPANS FOR INDUSTRY STANDARD AlL;I..4INI..M COf.APOSITE: ROOf" PANELSN/3105-H14/H-Z5 Al\;MINI..M ALLOY SHEAT"r-liNG &: 1.0# EPS CORE 'NINO LOADS CARPORTS, SCREEN &: YlN'I1.. RQCI.4S. ANO OTHER OPEN BUILDiNGS. O.H. CONDITION NO O. H. l' O. H. 2' O. H. J.,0.01g. 100 MPH W. L. 14'- 2. 14'- 4. 14'- a" 110 MPHN. L. 12'- 7" 12'- 9. 13'- I" lZ0 '-IPH W. L. 11'- 4" 11'- 6. "'-10. .1', 0.024" 100 MPHN. L. 15'- 4. 15'- 6. 15'-10. 110 MPH W. L 13'- g" 13'-11. 14'- 4,. lZ0 '-IPH 'N. L. 12'- 6" 12'- a" 13'- 2' 3" 0.0.30" 100 MPH 'N. L. 16'- a. 16'- g. 17'- 2" 110 ',{PH W. L 14'-1'" 15'- 0" 15'- 5" 120 MPH W. L. 1.1' - 7' 13' - g' 14' - 2" 4", 0.019' 100 MPH N. L. '3'- Z' 13'- 4. 13'- a' "0 I,4PH W, L 11'- S" 11'- 7" ,,'-,,' lZ0 MPHN. L 10'- 4' 10'- 6' ,,'- o' 4', 0.024' 100 MPH 'N. L. 15'- a" 15'-10" 16'- z' 110 f.APH W. L 14'- o' 14'- z' '4'- 7' 120 i,lPH 'N. L 12'-10" 1.1'- o. 1.1'- 5" 4', 0.0030' 100 MPH 'N. L. la'- a" la'-10" 19'- l' 110 f.APH 'N. L 16'- g' 16'-10' 17'- Z" lZ0 MPH W. L 15'- 3' IS'- 4," 15'- g' UVE LOAD (INCLUDES 2 I/S, DEAD LOAD) ALL BUILDING TY'?ES 3', 0.01 g' 221/S, .321/SF 3"x 0.024' 221/SF 3211SF 3'. 0.030' nl/SF 321/SF 11'-11" g'- g" 1.1.- l' 10'-10' 14'- 2' 11'- g" lZ'- l' g' -,," 13' - 2" I" - O' 14'- 4' "'-1'" lZ'- 5' 10'- J' 13'- a' 11'- 6' 14'- 9" , 2.- 5' 3' O. H. 15'- 4" lJ'- 9. 12'- 6' 16'- 6' IS' - o. 13'-11" 17'- g" 16'- " 14' -10" 14'- 4" lZ'- 7" 11'- a" 16'-10' IS' - 3' 14' - Z" 19'- 7' 17' - g' 16'- 4" 1.1'- l' 10'-11" 14'- s' 1Z'- 5' 15'- 5' 13. - 2" 4"" 0.019' 221/SF ,z'- 4' lZ'- 6. lZ'-IO- 13. - 6' J21/SF 10'- 2" '0'- 4' 10.- a' ,,'- 4' 4" 0.024' 221/SF 1.1.- s' 13' - 6' 14'- 0- 14'- a- J21/SF 1"- I' ,,'- J' 11'- 9' 12.- r 4'x 0.030" 221/SF 15'-1" 16'- 0- 016'- s' 17' - 0" J21/SF 13'- 2- 1.1.- 4' 1.1.- g' 14'- 6' 1. TOTAL ROOF PANEL WlOTH = ROC'-l 'MOTH + WALL WIDTH + OVE1~HANC. 2.. TI-lE LESSER SPAN OF 'MNO LOAD OR UVE LOAD SHALL GOVERN. TABLE 2: MAX. ROOf" 8EMl SPANS FOR SCREEN ok GlASS ROOMS. UTlUTY ROOMS. SHEDS ANO OTHER ENCLOSED STRUCTUR€S 'NI SOUD ROOf'S AL\.jMINUM BEMlS OF 6063 T-6 ALLOY EXAMPLE; FOR SPAN "L' ON DRAWING USE lOAD WIDTH = ""N'" /2 + O.H. z'" 4'x 0.050' TILT BEAM: LOAD 'MOTH = 14'/2 + to.H. = g' LOAD 'MTH = 9'; LL 0 221/SF; SPAN = 4'- 6' LOAD 'MTH = g'; 100 f.APH W. L; SPAN = .1.- g' USE .1'- 9' BEAM SIZE BEAM SPAN FOR DESIGNATED LOADS BEAM UVE LOAD WINO LOAD LOAD WlOTH 221/SF J21/SF c~t3f'-~ , EXTRUSION 5 5'-10' 4'- g' S'- 4' 4'- 4. 7" 4'-"" 4'- o' a' 4'- r 3'- 9" 9' 4'- 4" .1'- 6' 10' 4'- l' 3'- 4' ,,' 3.-'" J'- z' 2". Z", 0.050' EXTRUSION 5' 6'- l' 5'- o' 5'- l' 4'- 7' 4'- 3' 6' S'- 7" 4'- 6' 4'- r 4'- z' .1.-,,' I 5'- 2' 4'- 2' 4'- J' 3'-11" .1'- r a' 4'-10' .1'-,,' 4'- o' 3.- 7" 3.- 4' g' EXAMPLE 4'- 6' .1'- a' .1'- g' .1'- 5' .1'- Z" 10' 4'- 4' 3'- 6' .1.- 7" .1.- 3" 3.- o' ,,' 4'- l' 3'- 4' 3.- 5' .1.- I" Z'-10" 2", 2', 0.09.1 EXT OR 2', J-xO.050' TILT BEAM OR 2"x 3'xO.050' EXTRUSION 5' 8'- o' 6'- 6' 6'- a' 6'- 0" 5.- 7. 6' 7'- 4" 5'-"" 6'-" 5'- 6" s'-,. 7' 6'- g' 5'- 6' 5'- 7" 5'-" 4'- a' a' 6'- 4' S'- 2- 5'- 3" 4'- 9' 4'- s' 9' 5'-11' 4'-10' 4'-'" 4'- 6' 4'- l' 10' 5'- a' 4'- 7" 4'- a" 4'... 3' .1.-,,' ,,' 5'- 5' 4'- 4" 4'- 5' 4'- 0" .1.-10. 3", 2-, 0.050" EXTRUSION ~ 7'- ~ 6' 6'- g" 7. 6'- J' a' 5'-10' g' 5'- 6' la' 5'- .1" '1' 5'- 0" 3'x 2',0.070" EXTRUSION 5' a'- 4" 6' 7'- a" 7' 7"- ,. a' 6'- r g' 6' - J' 10' 5'-"" ,,' 5'- a" 6'- ,. S' - 6' S'- l' 4'- g' 4' - 6' 4'- 3' 4'- l' 5' -10' 6' - .1" 5' - g" 5'- 5" 5'- 1" 4'-10" 4' - 7' 100 MPH~ 120 MPH 4'-10" -~ 4'- l' 4'- S" 4'- 0" .1.- 9' 4'- l' .1'- 9' .1.- 5' .1.-10" 3'- 6' .1'- Z" 3'- 7" J'- .1" .1.- O' 3'- s' 3'- I' 2.-10' .1'- J' 2.-11' 2.- g' 6'- 2' 5'- 7" S'- 2' 4'-10' 4'- r 4'- 4" 4'- 2' 5'- 7" 5'- ,. 4'- g" 4'- S' 4'- z' 3'-11' 3'- g" 6'-11' 6'- 4. 5'-10" 5'- 6" 5' - 2. 4'-11" 4'- a" 6'- 4. 5'- g' 5'- 4" 5'- 0" 4'- a. 4'- 5' 4'- J. 5'- z' 4'- 9' 4'- 4' 4'- ,. 3.-10' .1'- a' .1'- 6' S'-10' s'- 4' 4'-1'. 4'- 7" 4'- 4' 4'- l' .1' -,,' TABLE 2: .IAAX. ROOf" BEA."" SPANS FOR SCREE~ &: GLASS ROOMS. UTILITY ROOMS. SHEDS AND OTHER ENCLOSED STRUCTURES 'N/ SOUO ROOFS AU;MINUM BEAMS Of" 6053 T-6 ALLOY EXAMPLE: FOR SPAN .L. ON DRA'MNC USE LOAD WIDTH = .'f(" /2 + O.H. 2", 4", 0.050. TILT 8EAM: LOAO 'NlO~ ~ 14'/Z + 2'0.H. 2 g' LOAD 'NlTH = 3'; LL. 0 221/Sf"; SPAN = 4'- 6. LOAD ""'TI-l = 9'; 100 f.APH W. L.; SPAN = 3'- g" USE 3'- g' BEAM SIZE BEAM SPAN FOR DESIGNATED LOADS BEAM UVE LOAD'MND LOAD LOADNlOTH Z211S, 321/S, 2"x 4"x 0.050", TILT BEAM 5' g'- g' 6' 8'-"" r a' - 3" a' r - 9" g' 1- J' 10' 6'-"" ,,' 6'- r 2.' 4"' 0.0<<", 0.120' S......8. 5' 12'-10' 5' ,,'- a- 7. 10'-10' a' 10'- I' g' g'- 6" 10' 3'- l' ,,' a'- a" 1. 11-IE SMALLER SPAN FRCIA Vi :2 5~ :J "'0 0 0" ~~ ;;; ~z ~ 0 <I o~ j <110 .... "'d 89~ '" ~ ';j ~.. ..0, ~ j'" !12 8 " oil' v 8l Jia gWe " !", ~~ z o! "'''' Vv a ~z ,,~g 3 'i~ :li~ ~~~ <II o~ .. ~a ~;ga < ~.3 ~ ~ij ",'" 0"5 '" ~'" < ~~ iil~ ~~iil z "':;; ~~S < <iil i!j9 :;;~f ~ ~~ "'... H -' " .; 1 00 MPH 110 MPH 120 f.APH a'- O. 7' - 3' 6'- 9" 5'- 3' 5'-1 ,. S'- 7" 5'- 4' 1- 4" 5'- g. 6'- 3" 5'-10' 5'- 6" 5'- 2" 4' - " . 6'-10' 5'- J' 5'- g' 5'- 5" 5'- l' 4'-10" 4'- 7- a' - ," 7' - 5' 6'-10" 6'- 5" 6'- O' S'- 3' 5'- 5' 10'- 5' g'- 6' a'-10' a'- 3' 7'- 9' 1- S' 1- O' THE LL OR 10'- a' g'- a" a'-". g'- a' a'-10. a'- z' g'- o' a'- 2' 1- 7' a'- 5' 7'- a" 7"- l' I-II' 1- 2" 6'- a" 1- 5" 6'-10' 6'- 4' 1- 2' 6'- 6" 6'- O' TI-lE WIND LOAD TABLE GOVERNS. co 8 .0 .0 ~ 0 ~8 COo 'DOl -; ~~;;'7.J. ~ ~ ~ ~~~ - ~ 0 lXJ I"" I ~8."2"~68 :>.,1/1 a-""'o'XJ oOliZ~ COI . aJ (J) -;" I - g~~-g~-a ~ en ~ .. - 0 c . . ~ 8 ..."2.2 ~~:.c~30 ~C1....Ja.tJ.~Z TABLE 3: MAXIMU/,l HElGHT Of' UPRIGHTS FOR SCREEN AND GlASS ROOMS EXTRUSTlONS ANO SELF MATING BEAMS Of" 606.1 T -6 ALUlAlNUI.l AliOY USING SCREEN PANEL 'MOTH "'f(" (SEE TYPICAL GlASS ROC'-l DRAWING). SELECT UPRIGHT REOUIRED FRCU THE MAX HEIGHT AUOWED FOR EAOi EXTRUSlO/'t WIDTH "'f(" 36' 4Z' ~ 54' 60' 6S" 12- 7a' dfRO~-~ Z"" 2'" 0.044' .9'- 2" a'- 6" <!'r= 11:> r- 6' r- I" S"- ~- Z7rx-o.-o~O'- Z- 9'- 5' a -'0" a.- 2" 1-"" r- 6- r- 2- 6'-11' Z"" Z'" 0.09J- 12.-10" 11'-'" ,,'- ," 10'- 6' 9'-11' 9.- 6- 9"- 1.- a'- a' .1'" 2'x 0.050" 10.- 8" 9' -". 9'- 3' a.- g& a.- .1" "7"-"- r- s.- r- 3- z", .1'" 0.050' lZ'-10" 11'-1'" ,,'- I' 10.- 6' 9'-'" 9.- 6- 9"- l.- 8'- a' 3", z', 0.070" lJ'- a- 12.- a" 11'-10' ,,'- 2' 10'- 6" 10.- ,. 9'- a.- 9'- 3" ~ AI..UloIl.:='UloI en en en :E..Ja: O-lw 0<::> a:~0 zzO WLUO ww- a:a:-I 000 en en en NOTES: GlASS ROOMS THE ADDITION Of' AN AlUMINU'-l FRAME WINDOWS W, GlASS PANES THAT ARE OESlC.....EQ TO 110 f,APH 'MNO LOAD REQUIREMENTS TO ~E ABOVE UPRIGHT SIZES INCREASES THE STRENGTH SO THA r ADDITIONAL FRAMING IS NOT REQUIREO~ S'riEOULE Of" ALLOWABLE LOADS/Mox ROOF AREA FOR ANCHORS ANCl-iOR5 INTO WOOO FOR OPEN BUILDINGS ALLOWABLE lOAO/Mo" LOAD AREA(SF) 0 120 f.APH 'MNO lOAD I ANC'rlORS 1 Z .1 4 Oio. ANCl-iOR" EMBEDMENT '/4" ,. 2641/1'-Sf" 5281/22-Sf' 7921/3J- SF 1,05611 <<-SF 1/4" 1-1/2' 3961/1S-Sf' 792I/JJ-Sf' 1,1881/49-SF 1,5841/ 66-SF 1/4', Z-I/2' 6601127-SF 1,3201/55-S, ',980l/a2-SF 2.64011109-SF 5/15", l' J'21/13-SF 6241/25-SF 93611 39-Sf' 1,2481/ 52-SF 5/16"" 1-1/Z' 4fl81!19- SF 9361/3a-Sf' 1,4041/ 59-SF 1,8721/ 78-SF 5/16'x 2-1/Z' 78CI/32-SF I,S6CI/54-Sf' 2,34011 97-SF J.'201/130-SF 3/a'. ,. 3561/15-SF 7121/3O-Sf' I,C681/ 44-SF 1,4241/ 59-SF 3/a'x 1-1/Z' 5J41/Z2-SF ',0681/44-Sf' 1,6021/ 56-SF 2.1361/ a9-SF 3/a', 2-1/Z' a9C1/37-SF 1,780l/74-SF 2.67CI/l1 I-Sf' J.560l/148-SF ANCl-iORS iNTO CONCRETE FOR OPEN BUILDINGS ~! Ii ~~ '" :: .. ~s <,;. r~~ -'~., ~ ~;;~ LWIO.~", ... :ll:j ~,.. 3 l.-r~ w. 3g~~~ 't ....~;c q~...< .."~l1.'-'.&. 1/4'" 1-1/2' J/a', 1-1/2' l/Z" 2-1/4' ALLOWABLE lOAD /Max LOAD AREA(Sf") 0 '20 f.APH WINO LOAD I ANCHORS 1 2 .1 ... Oio. ANOiORx EMBECt.lE."H \ \ 7571/Jl-SF '.SHI/5J-SF 2.27111 95-SF .1.0281/126-SF 1,0571/44-SF 2,"41/88-SF J.1711/132-SF 4,2281/176-SF 1,44JI/60-Sf' 2.6861/120-S, 4.J2911180-Sf' 5,7721/Z40-SF : THROUGH SOL TS POST TO BEA/,l FOR OPEN BUILDINGS ALLOWABLE LOAD ;\lox LOAD AREA(Sf') 0 120 i,lPH 'MND LOAD I TI-lROUGH BOLTS I 2 .1 Dio. ANCl-!ORx(LENGTH = POST THICKNESS + 1/2.) 1/4"' (+'/2" Z.3551/9a-s, 4,7121/196-S, 7.06al/Z94-Sf' 3/a", (+'/Z' 5,.3ool/221-S, 10,600l/442-Sf' '/2"' (+1/2' 9,4ZSl/J9J-SF --' -< gID~ ~ ADDRESS: DRAWING FOR ONE PERMIT ONLY OF TASLE 1: MAX;Ml,;M SPANS FOR ROYAL ALUMINUM SUPER PAN PANELS OF )10S H-Za 'NINO LOADS PATENT, 4.918,8ga GLASS ROOMS. UTILITY ROOMS, SHEDS, &: OTHER ENCLOSED BUILDINGS O.H. CONDI1l0N NO O. H. " O. H. Z' O. H. Z-1/2"x O.Olg" 100 MPH 'N. L. 10'-10" ,,'- 0" ,,'- S. 110 YPH W. L. g'- g. 9'-11" 10'- 4. 1Z0 MPH W. L a'-11' g'- Z' g'- g. 2-1/2.x o.on" laD MPH W. L "'-]. ,,'- g' 12'- 2" 110 I,4PH W. L 10'- 5' 10'- ]. 11'- 1" 120 MPH w. L. g'- 8. 9'-11. 10'- s. Z-1/Z"x 0.028' 100 l,lPH W. L 12'-]' 12'- g" 13'- 2" l1D YPH W. L 11'- 5. ,,'- 7" 12'- ,. 120 MPH W. L 10'- a' 10'-10' 11'- 5" 2-1/2"x O.OJO' 100 MPH W. L 13'- 2' 13'- 4" 13.- g. 110 MPH W. L 12'- o. 12'- 2" 12'- a" 120 l,lPH W. 1_ 11'- J' 1"- 5" 11'-"" 2-1/2"x 0.0036' 100 MPH 'N. L 14'- 2' 14'- 4' 14'- g" 110 MPH 'N. L 12'-1'. 13'- l' 13'- 5' 120 MPH W. L 12'-,. '2'- ). 12'- 8. ALL BUILDING TWES - UvE lOAD O.H. CONDI1l0N 2-1/2'x 0.019" ALLOY J' O. H. 12'- 2" 1 l' - 2" 10'- S' 12'-1" ,,'-,,' ,,'- )" 13'-,," 12'-11 " 12'- 3' 14'- 5' 13' - s' 12'- g" ,S'- S" 14'- 3' lJ'- 7. NO O. H. " O. H. 2' O. H. 3" O. H. 20 I/S~ L L 14'- s' 14'- 7. 14'-,,' 15'- 5' .30 IISF L L ,,'- 4' 11'- 5' 1"-11' 12'- ]. 2-1/2"x O.OZZ. ZO 1/Sf'L L '5'- 6' 15'- a' 16'- o' 16'- 7" )0 IISf' L L '2'- s' '2'- 7- 13'- o' lJ'- a. 2-1/2.x 0.028' ZO I/Sf' L L 16'-10- ,r- o. '7.- 4' lr-ll' JO IISF L L 13'- g' 1)'-1" 14'- 4' 15'- o' 2-1/2'x O.OJO' ZO IISf' L L ,r- a. ,r- g. la'- ,. '8'- a- .30 I/Sf' L L 14'- S- 14'- 6- 14'-11' 16'- I 2-1/2'x 0.OJ6' 20 I/SF L L 19'- o' 19'- ,. 19'- 5' 19'-11' )0 IISf'L L 15.- 5- 15'- I 16'- 0- 115.- I l. TOTAL ROOF PANEL 'MOTH 2 ROOMMDTH PLUS ',vALL 'MOTH PLUS OvERHANG. 2, THE SlAAlLEST VALUE OF THE 'MNO LOAO TABLE OR THe: uvE LOAO TABLE GOvERNS, TABLE I: YAXlMUM SPANS FOR ROYAL ALUMINUM "If PANELS Of )105 H-28 ALLOY' WINO LOADS GlASS ROOMS. UTlUTY ROOMS. SHEDS. &c OTHER ENClOSED 8UILDINGS O.H. CONDITION NO O. H. l' O. H. 2' O. H. 0.0.30' W PANELS 100 MPH W. L ,,'- 8. ,,'-10. 12.- .... "0 MPH W. L '0'- I 10'-10- 1"- .... '20 MPH W. L 9.-"- '0.- ,- 10'- a- 0.0.34' W PANELS 100 MPH W. L 12.-1" lJ.- o' 13.- s. 110 MPH W. L ,,'- 9' 11'-1'. 12.- 5' 120 l,lPH W. L 1"- 0- 11'- 2- 11'- a-. ALL 8UILDING TYPES - UVE LOAD O.H. CONOITION O.OJO' W PANELS r O. H. 13"- ,. '2'- 2- 1"- r '4'- J- 13"- 2- 12'- 5' NO O. H. " O. H. 2. O. H. )' O. H. 20 IISF LL 15'- r 15.- g' 16.- ,- '15'- g- .30 I/SF LL ,z.- 9' '2.-11. 13.- .... 14'- ,- 0.034' W PANELS 20 I/SF LL 'r-.... ,r- 5- lr- g' 18.- 4. .30 IISF LL 14'-'. ,....- J' 14'- 7. 15'- .... 1. TOTAL ROOf" PANEL 'MOTH .. ROOM 'MOTH PLUS WALL 'MOTH PLUS OvERHANG, 2. THE SlAALLEST VAl.Ue: OF THE WINO LOAO TABLE OR THE LL TABLE GOvERNS. TABLE I: \,/AXlMUM SPANS FOR STANDARO AlUMINU\,/ ROOf' PANELS Of Jl05 H-2a ALLOY WINO LOAOS: GlASS ROOMS. U1lUTY ROOMS. SHEDS. AND OTHER ENClOSED 8UILDINGS O.H. CONDITION NO O. H, l' O. H. 2. O. H. J. O. H. J-x 0.0215' 100 "'PH W. L 11'-10- 12'- O. 12'- o. lJ'- J- 110 YPH W. L 10'- g- ,0'-1,. 11'- 5' 12.- 4' 120 \'/PH W. L 10'-" 10.- )- 10.-10' ,,'- g' 100 "'PH W. L 14'- 0- 14'- I. 14'- S- 15'- 2- "0 l,lPH W. L '2'- 9' 12'-11' ,,)"- 4' 14'- ,. 120 l,lPH W. L 11'-1" '2'- ,- 1Z'- 7- 13'- 4. UvE LOAD; ALL 8UILDING TWES O.H. CONOl1l0N J'" 0.026' J.x 0.03Z- NO O. H. " O. H. 2. O. H. J. O. H. 20 IISf' L L 16'-" '5.- 2- 16'- r ,r- 2. .30 I/SF L L lJ'-,. 13.- J- 13.- a' 14'- s' 20 I/SF L L la'- 4' la.- s' la'- g' 19'- J- )0 IISF L L '4'-1" 15'- ,. 15'- s' 16'- l' l. TOTAL ROOf" PANEL 'MOTH 2 RaCY 'MOTH PLUS ',vALL WlOTH PLUS OvERHANG. 2. TriE SlAALLEST VALUE OF THE 'MNO LOAD TA8LE OR n-IE LL TABLE GOvERNS. ).x 0.03Z- TA8LE 1: I.AAXiMV.l SPANS FOR INDUSTRY STANDARD ALI...MINI...M COMPOSITE ROOF PANELS 'N!3105-H14!rl-25 ALI...MINI...M ALLOY SHEATHING &: 1.0, EPS CORE 'NINO LOADS ClASS ROOMS. UTIliTY ROOMS. SHEDS. AND OTHER ENCLOSED BUIlDINGS. NO O.H. l' O.H. 2' O.H. J"x o.o,g. 100 MPHN. L. 8'- 8' a'-10. g'- 4. 110 MPHN. L. ]'- 7. 7'- g" a'- J' 120 MPH 'N. L 5' -,," 7' - ,. 7' - 7. )"x 0.024' 100 MPH 'N. L. 10'- 4. '<0'- s. ,,,- 0" "0 MPHN. L. g'- 3" g'- ,. 9'-"" 120 MPH 'N. L. 8' - 7. 8' - g. 9' - )" J'x O.OJO' 100 MPH 'N. L. lZ'- 4. 12'- s. 1.3'- 0" "0 l,lPH 'N. L ,,'- 3" 11'- s. 1"-11" lZ0 \APH N. L 10'- 5" 10'- a" ,,'- 3' 4"x O.o,g' 100 l,lPHN. L g'-10. 10'- o. 10'- 6' "0 l,lPH 'N. L 8'- g. a'-,," 9'- 5' 120 MPH 'N. L. 8'- 1" a'- ). a'- g' 4'x 0.024. 100 MPH N. L. ,,'- 8' ,,'-10" 12'- 4' 110 MPH 'N. L 10'-]. 10'-10. ,,'- 4' 120 MPH N. L 9' -11" , o' - 1" 10' - 8' 4"x O.OJO' 100 MPH N. L. 1.3'-10' 14'- 0" '4'- 5. "0 MPH N. L 12'-]' lZ'- g. 1.3'- J- 120 l,lPH 'N. L 1"-10" 12'- O' 12'- 5' u\IE LOAO (INClUOES 2 liS. DEAD LOAO ALL aulLDING TYPES J.x 0.01g. Z211SF 11'- ,. 12'- ," 12'- s' )211SF g'- g. 9'-11" 10'- J' 3'x 0.024' 2211SF lJ'- I" lJ'- 2' lJ'- a- J21/SF 10'-10" 11'- o. 11'- 15' J.x 0.0030' 2211S. 14'- 2' 14'- 4. 14'- g' "!i211SF ,1'- 9" ,,'-,," '2.- 5' 4'x 0.019' 221/SF 12'- 4" 12'- 5" 12.-10- "!i211SF 10'- 2' iO'- 4" 10.- a' 4.x 0.024. 2ZIISF 1.3.- 5' 1.3'- 5" 14'- 0- J21/SF ,,'- ," ,,'- J' ,,'- 9' 4'x 0.0030' 2211SF 15'-,,' 16'- o' 16'- 5' )211SF 1J.- z' 1.3'- 4. 13.- g' 1. TOTAL ROOF PANEL 'MOTH 2 ROOM WlOTH + WALL WlOTH + OvERHANG. 2. THE LESSE1~ SPAN Of 'NINO LOAD OR UvE LOAO SHALL C.oVERN. J' O.H. 10'- 2" 9' - ,. a'- 5. ,,'-10" 10'- g' 10'- l' 1.3' - g' 12'- g' 12' - l' 11'- 4" 10'- ). g'- 7' 1.3' - l' 12'- 2. 11'- r 15'- ,. 14'- o' 1.3' - J' IJ.- ,. 10'-1" '4'- S' 12'- 5' 15'- 5' 1)'- 2' 1.3' - 6- , l' - 4' 14'- a' 12'- 7- lr- 0- 14'- 6- TA8LE 2: MAX. ROOF 8EAM SPANS FOR SCREEN &: CLASS ROOMS. UllUTY ROOMS. SHEDS ANO OTHER ENClOSEO STRUCTURES 'III SOLIO ROOfS ALUMINUM 8EAMS OF 606J T-6 ALLOY EXAMPLE: FOR SPAN "L' ON DRAWING USE LOAD 'MOTH 2 ow" 12 + O.H. Z-x 4'x 0.050' 1lLT 8EAM: LOAD 'MOTH 2 14'/2 + to.H. 2 9' LOADMTH .. 9'; LL 0 2211SF; SPAN.. 4'- o' LOAD WITH = 9'; '00 MPH 'N. L; SPAN '" .3"- 9. use: )"- 9- 8EAM $lIE 8EAM SP AN FOR OE$lGNA TED LOADS 8EA/'( UvE LOAD WIND LOAD LOAO Wlon~ 2ZIISF )211SF 2'x 2'.0.044" EXTRU$lON 5' 5'-10" S' 5'- 4. l' 4'-11' a. 4'- r g' 4'- 4' 10. 4'- ,. 1" J'-',' 2'x Z.x 0.050. EXTRUSION 5' 6'-" S'- o' 5'- l' 4'- r 4.- J- S' 5'- 7- ....- 6' 4'- 7. 4'- 2' J.-l" r 5'- 2' 4'- 2' ...'- J' J.-l1' J.- 7- a' 4'-10' .3'-11' ...'- o' :3'- r .3"-.... 9' EXAMPLE 4'- s' J'- 8- J.- 9. )'- 5' J.- 2' 10' ...'- 4' .3'- 5- J.- 7- 3'- 3- )"- o. 1" 4'- ,. J.- 4' J.- 5' )'- l' 2'-10- 2.x 2'x 0.09J EXT OR 2.x J..o.050' Tll r SEAM OR 2'x J'xO.050' EXTRUSlON S' 8.- o' 6'- 6' 5'- a' 6'- o. 5'- I 6' r- 4. 5'-'" 5'-" 5'- 6' 5'- 1- l' 0'- g' 5'- O' 5'- I 5'- l' 4'- a- a' 5'- 4" 5'- 2' 5'- J- 4'- 9' 4'- 5' g' 5'-1" ....-10. ...'-1'. 4'- s' ...'-,. 10. 5'- 8. 4'-]' 4'- 8' 4'- J' J.-l'. I" 5'- s' 4'- 4' 4'- 5" 4'- o' J.-10' 3-x 2.x 0.050' EXTRUSlON ~ 1'- ~ 5' 5'- g" l' 6' - ). 8' 5'-10. 9' ~- r 10' 5' - 3. ". 5'- 0" ).x 2'.0.070" EXTRuSlON 5' a'- 4" 5' 7'- 8" l' 7'- ,. 8' s' - 7- g' 5'- ). iO' 5'-1" ,,' 5'- 8" 4'- g' 4'- 4' 4'- o' 3'- g' J'- 5' J'- 4' J'- 2. 0'- l' 5' - 5. 5'- ,. 4'- g' 4'- 6' 4'- ). 4'- 1" 6'-iO" 5' - ). S'- g' 5'- 5' S'- ," 4'-10" 4' - 7" 100 MPH 4'-10' ...'- s' 4'- l' )'-10' J'- 7" )'- 5' J'- ). 4'- s' 4'- o' J.- 9' ).- s' J'- )' J.- l' t-l'. 6'- 2' 5'- r 5'- 2. ....-10. 4'- ]- 4'- 4" 4'- 2' 5'- ]. 5'- ,. 4'- g' 4'- 5' 4'- 2' )._,,' )'- g. 6'-1" S'- 4. 5'-10" 5'- s' 5'- z" 4'-11' 4' - 8" S'- 4' 5'- g' S'- 4' s'- o' 4'- 3. 4'- 5" 4'- ). "0 MPH ....- ,. J'- 9. .3' - 5' J"- Z- J.- 0- 2'-10- z'- 9' 5'- 2' ...'- 9' 4'- .... ...'- l' J'-10. J.- 8. J'- 6' 5'-10' 5'- 4' ...'-1,. 4'- ]- 4'- 4' 4'- ,. )'-,,' 120 MPH TA8LE 2:~AX. ROOf" SEAM SPANS FOR SCREE~ &: CLASS ROOMS. U1lUTY ROOMS, SHEDS AND 011-\ER ENCLOSED STRUCTURES WI SOlIO ROOFS All...MINUM 8EAMS Of" 606J T - 6 ALLOY EXAMPLE: FOR SPAN "L" ON DRAWING USE LOAD 'MOTH '" . 'If /2 + C.H. 2". 4.x 0.050" 1lU 8EAM: LOAD MOTH 2 '4'/2 + Z'O.H, ~ 9' LOAD 'Nlfrl '" 9'; L.l. 0 2211SF; SPAN 2 4'- 5" I_OAD 'MTH '" 9'; 100 MPH 'N. L.; SPAN ~ )'- g" USE 3'- g" 8EAM SllE SEAM SPAN FOR DESIGNATED LOADS 8EAM U\IE LOACWlND LOAD LOAD 'MOTH 2211'S' 32115. 2"x 4'x 0.050". TILT SEAM 5' g' - g' 6' 8'-,,' 7' 8' - ). 8' r - 9' g' r - ). 10' S'-,,' It' S'- ]. 2"x 4'X 0.044"x 0.'20. 5.1.4.8. 5' 12'-10. 10'- 5' 6' 11'- a' 9'- o' 7' 10'-10. 8'-10' a' 10'- l' a'-)' 9' 9'- 6' 7.- g' 10' g'- l' r- s' 11' a' - 8' 7' - o' 1. n-IE SMALLER SPAN FROM 11-\E LL OR a'- 0" 7'- J' S'- g' 6'- J' 5' -1,. S'- ]. 5'- 4' 8' - 1" 7'- 5' S'-10" 6'- 5" 5'- 0" S'- g" 5'- 5' 100 MPH 110 MPH 1 20 \APH 7'- 4" S'- g' 5'- J" 5'-10' 5'- 6' 5'- 2' ....-11. 0'-10' S'- J' 5'- g' 5'- S" 5'- ,. 4'-10' ....- ]- 10'- 8. 9'- 8' a'-l" g'- 8' 8'-10. 8'- 2. g'- o' a'- Z- r- 7. a'- S' 7'- 8' 7'-" 7"-11' r- 2' 0'- 8' 7'- 6' 5'-10' 6'- 4' 7' - 2" 6' - 6' 6' - o' THE 'NINO LOAD TABlE GO'vt:RNS. TABLE J: MAXIMUfol HElGHr OF UPRIGHTS f"OR SCREEN ANO GlASS ROOMS EXTRUS1l0NS ANO SELF MA1lNG 8EAMS Of 606) T-5 ALUMINUM ALLOY USING SCREEN PANEL 'MOTH ~If (SEE TYPICAL GlASS ROOM ORAWlNG). SELECT UPRIGHT REOUIRED FROY n-IE MAX HEIGHT AUOWEO FOR EAo-t EXTRUSlON .;; '! s@ " ~o 0 0" ~~ :;; :;iz 0 <1 5'" i a10 .~ .., "'d '" r3~~ ~ d ~.. ..0, ~ i'" :j~ 8 0: 0'; ~~~ u ~ Jii5 " ~'" z o! "'~ a ~z uiB .. '3 ~~ :lI~ aI ~l 9~: :l ~a ~- 5 ~ti ",'" 0"6 ,: ~o: < i!l~ ~~ ~~ill z ",in ~~S < <ill i!l'3 _d~ :s ;~ ~~ "'!3. '" -" ,,; .-i ~ o o ., ., I N <D ~g ~g ~ ~~;;7~ ~ ~ r!- g~~ ;8.g~~'7d, :;r~,,~gg oa>;;:~ ~I .~ 01.1- ~~~'"'g~-a J: co.g ~ '::" ~ .~ ~c!g~~20 ~a.-,a.t...t...Z 'MO 11-1 'W- .36. 42' 48' 54' 60- 66- 12- 78' EXTRUSlON Z-x 2-x 0.044' g'- 2' a'- 6' r-,,' r- 6- r- ," 0'- 9- 2-x 2-x 0.050- 10.- 2- g'- 5' a.-l0' S'- Z. r-lt. r- 0- 1- Z. 6'-11' 2'x 2'x 0.09J- '2'-10' "'-1" ,,'- ,. 10'- 6' 9. -". 9'- a' 9'- ,. s'- a' J.x 2'x 0.050. 10.- a- 9'-11' 9'- J' a.- g- a.- J- r-l'. ;- o- r- J- 2'x J'x 0.050' 12'-10' It'-lt' 11'- ,. 10'- o. 9.-11. 9'- 15. g'- l' s'- a' J.x 2-x 0.070. 'J'- a- 12.- a. ,,'-10' 1"- 2. 10'- 15' 10'- ,. g"- a- 9'- J- ~ ':~ o enZ(I) ~<a: OenW O~> a:~O <0 en~O en _ <0...1 ~-O CJaen (I) NOTES: GlASS ROOMS THE ADDITION Of AN ALUMINUU FRAME WINDOWS WI' GlASS PANES mAT ARE DESlGNED TO "0 MPH 'MND LOAD REQUIRE~ENTS TO n;e: ABOVE UPRI~T SIZES INCREASES n-Ie: STRENGTH so THAT AOOI1lQNAL FRAMING IS NOT REQUIRED. So-tEDULE Of ALLOwASLE LOADS/'Jox ROOF AREA FOR ANQ-;QRS ANQ-;ORS INTO WOOO FOR ENClOSEO 8UILDINGS ALLOWABLE LOAD/'Jox LOAD AREA(S.) 0 120 MPH WINO UPUFT LOAD I ANCHORS' 2 .3 ... Oio. ANQ-;ORx EM8e:ol.lENT 1/4.x ,. 26411 5-SF '/4'x 1-'/2- J961110-SF 1/4'x 2-'/2' 56011'I5-SF 5/'6'x ,. )lZII 8-SF 5/'6.x 1-1/2' ~811"-SF 5/'6'x 2-1/2' 7801119-SF 3/8'x l' 3561/ 9-SF J/a'x 1-1/2' SJ-41113-SF J/8-x 2-1/2. 8901/22-SF 5281112-Sf" 7gZ1 120- SF , .J201/32-SF 6241/'5-SF gJ6112J-Sf' 1.56011.38-SF 7'21117-SF 1,06a1/26-SF 1.780l/"'3-Sf" at ::.. ,..roo ....~ <~ ~~~ I <:Ii_G ~ ~(5~ l / ,~~ ~~~ , .. ,~..~w.. , ,',< ~ 'Z' '. 'z''''350 : (<':. ,,-", .~ i~.,fe ....:. t.)J " .( r.... ~(. '~"13~ ~ " '__,.. .... "';"' ,- /~,,>,~...a...~ ~ ::' l..u .. ,c... . r.i."' 'c' . t.I ( 0 ' ." ~"~:: ~~. j~<I.t~:- :._ :-:.. l', ~ . ~. 1<;: ~ . ~ <. v.l '.).; . ~~" . .'- '" ': ~~.. -r:-I '-'"'II .- (/l ""'- --:" ", . '1i'\~' ' . ..<~ to;). .'~JAff;2 5, 19Sii J08 ~AME; tt\JttlU~ .../::, SHEET ,I 1 7g2l/1a-SF 1,188IIJO-SF 1.9801148-SF 9J6112J-SF 1,4O-4IIJ"'-Sf" 2,J401157-SF '.0681126-SF ',50ZI139-SF 2.S701155-SF 1,0561/24-SF 1,5841/40-SF 2.6...01164-Sf' , ,2481131-SF 1,872114J5-SF J.120#/76-SF ',424#/35-Sf' 2.'J61152-SF 3,560lla7-Sf' ANCHORS INTO CONCRE'TE FOR El..Closm 8UILDINGS ALLowASLE LOAD/'Jox LOAD AREA(SF) 0 120 MPH WINO LOAD 1 ANCHORS' Z J ... Oio. ANQ-;ORx EMSECMENT '/....x 1-'/2. 7571/'8-SF J/8'x 1-1/2- 1.0571/26-SF , 12'x 2-1/4' 1,44JI/J5-SF 1.5141/37-SF 2,2711/ 55-S. J,0281/ 74-Sf' 2.1'-41/52-SF J.17',1 77-SF ....22alll03-Sf" 2,8861/70-SF' 4..3291/106-SF 5,7721/T41-SF ADDRESS: ~~ Ii '.J ~iS ~[@ ~ DRA'MNG FOR ONE PERMIT ONLY CF